City of Redlands
Sunset Drive
B/ Alta Vista Drive - Panorama Street
24 Hour Directional Volume Count
RED114
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 02-Sep-21 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 4 1 4
12:15 1 7 0 4
12:30 0 5 0 6
12:45 0 1 1 17 0 4 1 18 2 35
01:00 2 4 0 7
01:15 0 3 0 3
01:30 0 3 1 5
01:45 1 3 3 13 0 3 1 18 4 31
02:00 0 2 1 5
02:15 0 4 0 3
02:30 0 2 0 0
02:45 1 3 1 11 0 7 1 15 2 26
03:00 1 4 0 4
03:15 0 7 0 1
03:30 1 7 0 2
03:45 0 3 2 21 0 2 0 9 2 30
04:00 0 10 1 1
04:15 0 6 0 4
04:30 0 5 0 2
04:45 0 7 0 28 1 4 2 11 2 39
05:00 0 7 1 9
05:15 0 9 0 5
05:30 1 16 0 1
05:45 0 4 1 36 0 3 1 18 2 54
06:00 1 8 1 3
06:15 1 8 3 4
06:30 0 9 1 2
06:45 1 8 3 33 4 2 9 11 12 44
07:00 1 5 4 5
07:15 3 5 3 2
07:30 1 5 6 3
07:45 3 4 8 19 1 2 14 12 22 31
08:00 5 5 10 1
08:15 4 3 9 2
08:30 6 1 8 3
08:45 0 5 15 14 2 1 29 7 44 21
09:00 0 3 2 5
09:15 1 5 6 2
09:30 5 1 2 0
09:45 2 3 8 12 2 2 12 9 20 21
10:00 4 1 5 1
10:15 4 3 1 2
10:30 4 3 2 0
10:45 3 1 15 8 2 1 10 4 25 12
11:00 3 2 6 0
11:15 6 2 3 6
11:30 1 0 4 1
11:45 1 0 11 4 0 1 13 8 24 12
Total 68 216 68 216 93 140 93 140 161 356
Combined
Total 284 284 233 233 517
AM Peak - 07:45 - - - 08:00 - - - - -
Vol. - 18 - - - 29 - - - - -
P.H.F. 0.750 0.725
PM Peak - - 04:45 - - - 00:15 - - - -
Vol. - - 39 - - - 21 - - - -
P.H.F. 0.609 0.750
Percentag
e
23.9% 76.1% 39.9% 60.1%
ADT/AADT ADT 517 AADT 517
Redlands Regular Meeting of 11-15-2022 Page 688 of 1131
City of Redlands
Sunset Drive
B/ Serpentine Road - Vinton Way
24 Hour Directional Volume Count
RED115
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 09-Sep-21 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 4 3 2
12:15 0 8 0 4
12:30 1 5 0 3
12:45 0 10 2 27 0 3 3 12 5 39
01:00 0 4 0 6
01:15 0 8 0 9
01:30 0 7 0 6
01:45 0 4 0 23 0 7 0 28 0 51
02:00 0 9 0 9
02:15 0 7 0 6
02:30 0 10 1 5
02:45 0 9 0 35 2 5 3 25 3 60
03:00 0 6 0 8
03:15 0 6 0 6
03:30 0 11 0 5
03:45 0 8 0 31 0 7 0 26 0 57
04:00 0 13 0 5
04:15 1 6 1 5
04:30 0 11 0 5
04:45 0 9 1 39 0 4 1 19 2 58
05:00 0 7 2 8
05:15 0 9 0 4
05:30 4 10 1 5
05:45 0 17 4 43 0 12 3 29 7 72
06:00 0 5 0 9
06:15 1 8 3 2
06:30 2 3 6 4
06:45 3 8 6 24 9 5 18 20 24 44
07:00 2 10 8 4
07:15 5 5 7 7
07:30 6 5 12 7
07:45 3 0 16 20 7 2 34 20 50 40
08:00 7 2 9 8
08:15 1 2 8 1
08:30 8 0 9 5
08:45 9 2 25 6 1 1 27 15 52 21
09:00 5 2 6 6
09:15 5 2 6 0
09:30 5 1 5 0
09:45 4 3 19 8 7 1 24 7 43 15
10:00 3 0 3 0
10:15 3 1 2 1
10:30 4 1 5 0
10:45 2 0 12 2 4 0 14 1 26 3
11:00 3 0 6 0
11:15 5 2 9 2
11:30 5 1 2 1
11:45 7 0 20 3 9 1 26 4 46 7
Total 105 261 105 261 153 206 153 206 258 467
Combined
Total 366 366 359 359 725
AM Peak - 08:30 - - - 06:45 - - - - -
Vol. - 27 - - - 36 - - - - -
P.H.F. 0.750 0.750
PM Peak - - 05:00 - - - 01:15 - - - -
Vol. - - 43 - - - 31 - - - -
P.H.F. 0.632 0.861
Percentag
e
28.7% 71.3% 42.6% 57.4%
ADT/AADT ADT 725 AADT 725
Redlands Regular Meeting of 11-15-2022 Page 689 of 1131
City of Redlands
Sunset Drive
B/ Panorama Street - Franklin Avenue
24 Hour Directional Volume Count
RED116
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 02-Sep-21 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 8 1 7
12:15 2 8 0 8
12:30 1 9 0 6
12:45 0 3 3 28 0 7 1 28 4 56
01:00 0 10 1 6
01:15 0 9 0 7
01:30 0 5 0 9
01:45 0 11 0 35 0 8 1 30 1 65
02:00 0 20 0 6
02:15 1 13 0 8
02:30 0 8 1 5
02:45 0 12 1 53 0 11 1 30 2 83
03:00 0 13 0 2
03:15 0 16 0 8
03:30 0 14 0 9
03:45 0 17 0 60 0 5 0 24 0 84
04:00 0 21 1 6
04:15 0 9 0 7
04:30 1 6 0 7
04:45 2 17 3 53 1 12 2 32 5 85
05:00 0 18 1 9
05:15 3 14 2 5
05:30 3 16 1 7
05:45 1 7 7 55 2 13 6 34 13 89
06:00 5 9 1 4
06:15 6 11 1 6
06:30 9 16 5 5
06:45 7 8 27 44 5 5 12 20 39 64
07:00 10 7 10 8
07:15 15 3 18 6
07:30 33 9 19 2
07:45 18 2 76 21 7 6 54 22 130 43
08:00 16 8 13 5
08:15 14 1 6 6
08:30 18 3 9 2
08:45 7 6 55 18 6 4 34 17 89 35
09:00 12 4 5 2
09:15 1 1 6 1
09:30 7 1 1 2
09:45 9 3 29 9 12 1 24 6 53 15
10:00 8 2 5 5
10:15 6 2 3 2
10:30 12 2 6 0
10:45 13 2 39 8 5 1 19 8 58 16
11:00 13 4 3 0
11:15 9 0 6 2
11:30 11 3 8 0
11:45 6 1 39 8 6 1 23 3 62 11
Total 279 392 279 392 177 254 177 254 456 646
Combined
Total 671 671 431 431 1102
AM Peak - 07:15 - - - 07:15 - - - - -
Vol. - 82 - - - 57 - - - - -
P.H.F. 0.621 0.750
PM Peak - - 03:15 - - - 04:15 - - - -
Vol. - - 68 - - - 35 - - - -
P.H.F. 0.810 0.729
Percentag
e
41.6% 58.4% 41.1% 58.9%
ADT/AADT ADT 1,102 AADT 1,102
Redlands Regular Meeting of 11-15-2022 Page 690 of 1131
City of Redlands
Sunnyside Avenue
B/ Fern Avenue - Cypress Avenue
24 Hour Directional Volume Count
RED117
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 09-Sep-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 4 0 5
12:15 0 2 0 4
12:30 0 2 0 5
12:45 0 3 2 11 0 4 0 18 2 29
01:00 2 3 1 3
01:15 0 4 0 5
01:30 0 3 0 2
01:45 0 3 2 13 0 8 1 18 3 31
02:00 0 8 0 3
02:15 0 5 0 7
02:30 0 1 0 2
02:45 0 3 0 17 0 11 0 23 0 40
03:00 0 4 0 5
03:15 0 8 0 4
03:30 0 4 1 4
03:45 1 3 1 19 0 4 1 17 2 36
04:00 0 5 0 5
04:15 0 5 0 6
04:30 0 4 0 5
04:45 1 6 1 20 0 7 0 23 1 43
05:00 0 4 0 5
05:15 0 6 0 5
05:30 2 4 0 4
05:45 0 3 2 17 0 4 0 18 2 35
06:00 3 3 0 8
06:15 2 1 0 4
06:30 3 3 2 4
06:45 4 3 12 10 1 6 3 22 15 32
07:00 5 1 0 2
07:15 6 2 2 1
07:30 15 3 3 3
07:45 6 4 32 10 3 1 8 7 40 17
08:00 9 2 7 2
08:15 5 3 7 2
08:30 3 2 1 1
08:45 6 4 23 11 1 2 16 7 39 18
09:00 0 3 2 3
09:15 5 1 2 2
09:30 3 1 4 0
09:45 3 3 11 8 1 0 9 5 20 13
10:00 1 0 2 1
10:15 4 0 8 1
10:30 6 1 2 0
10:45 3 1 14 2 3 2 15 4 29 6
11:00 6 0 3 1
11:15 4 2 2 1
11:30 2 0 4 0
11:45 3 0 15 2 2 2 11 4 26 6
Total 115 140 115 140 64 166 64 166 179 306
Combined
Total 255 255 230 230 485
AM Peak - 07:15 - - - 07:30 - - - - -
Vol. - 36 - - - 20 - - - - -
P.H.F. 0.600 0.714
PM Peak - - 03:15 - - - 02:15 - - - -
Vol. - - 20 - - - 25 - - - -
P.H.F. 0.625 0.568
Percentag
e
45.1% 54.9% 27.8% 72.2%
ADT/AADT ADT 485 AADT 485
Redlands Regular Meeting of 11-15-2022 Page 691 of 1131
City of Redlands
Sunnyside Avenue
B/ Cypress Avenue - Smiley Heights Drive
24 Hour Directional Volume Count
RED118
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 02-Sep-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 5 1 3
12:15 0 4 0 5
12:30 0 3 0 2
12:45 0 3 1 15 0 1 1 11 2 26
01:00 0 2 0 3
01:15 0 2 0 0
01:30 0 3 0 10
01:45 0 3 0 10 1 2 1 15 1 25
02:00 0 3 2 2
02:15 0 4 0 2
02:30 0 7 0 5
02:45 0 2 0 16 0 3 2 12 2 28
03:00 0 5 1 3
03:15 1 4 1 4
03:30 0 5 0 2
03:45 0 7 1 21 0 2 2 11 3 32
04:00 0 2 0 5
04:15 0 2 0 4
04:30 0 3 0 2
04:45 0 3 0 10 0 9 0 20 0 30
05:00 1 4 0 6
05:15 1 3 0 6
05:30 0 5 0 8
05:45 0 4 2 16 0 4 0 24 2 40
06:00 0 2 0 6
06:15 2 8 1 5
06:30 1 3 1 7
06:45 0 1 3 14 0 4 2 22 5 36
07:00 1 0 1 5
07:15 2 4 3 1
07:30 2 5 2 3
07:45 7 0 12 9 2 3 8 12 20 21
08:00 8 1 2 0
08:15 3 1 4 2
08:30 5 0 4 1
08:45 5 1 21 3 1 4 11 7 32 10
09:00 3 2 2 2
09:15 6 0 2 2
09:30 5 0 1 0
09:45 4 1 18 3 0 1 5 5 23 8
10:00 4 2 2 0
10:15 6 0 3 4
10:30 2 2 1 1
10:45 2 0 14 4 1 1 7 6 21 10
11:00 1 0 3 0
11:15 3 1 0 0
11:30 2 0 5 1
11:45 2 1 8 2 4 2 12 3 20 5
Total 80 123 80 123 51 148 51 148 131 271
Combined
Total 203 203 199 199 402
AM Peak - 07:45 - - - 07:45 - - - - -
Vol. - 23 - - - 12 - - - - -
P.H.F. 0.719 0.750
PM Peak - - 03:00 - - - 04:45 - - - -
Vol. - - 21 - - - 29 - - - -
P.H.F. 0.750 0.806
Percentag
e
39.4% 60.6% 25.6% 74.4%
ADT/AADT ADT 402 AADT 402
Redlands Regular Meeting of 11-15-2022 Page 692 of 1131
City of Redlands
Tennessee Street / San Mateo Street
B/ Colton Avenue - Brookside Avenue
24 Hour Directional Volume Count
RED119
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 09-Sep-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 96 10 77
12:15 3 112 10 68
12:30 5 90 3 76
12:45 3 84 16 382 9 78 32 299 48 681
01:00 2 92 1 79
01:15 3 90 3 69
01:30 1 84 2 89
01:45 1 99 7 365 2 92 8 329 15 694
02:00 2 108 6 81
02:15 2 118 2 84
02:30 4 106 0 94
02:45 3 128 11 460 3 188 11 447 22 907
03:00 6 113 3 171
03:15 3 106 5 117
03:30 7 132 4 121
03:45 5 104 21 455 7 116 19 525 40 980
04:00 7 95 3 111
04:15 6 108 10 89
04:30 15 109 14 114
04:45 13 114 41 426 15 120 42 434 83 860
05:00 16 84 12 135
05:15 20 85 24 103
05:30 29 78 23 104
05:45 30 84 95 331 22 87 81 429 176 760
06:00 39 70 15 102
06:15 33 74 13 77
06:30 65 69 41 67
06:45 89 57 226 270 36 91 105 337 331 607
07:00 97 85 43 77
07:15 120 53 67 50
07:30 174 51 123 67
07:45 188 56 579 245 167 55 400 249 979 494
08:00 121 36 95 37
08:15 137 32 108 51
08:30 121 37 60 49
08:45 112 32 491 137 63 48 326 185 817 322
09:00 90 29 59 50
09:15 83 25 75 41
09:30 78 20 54 24
09:45 93 16 344 90 60 26 248 141 592 231
10:00 90 23 62 24
10:15 104 17 74 16
10:30 89 8 75 18
10:45 77 14 360 62 60 14 271 72 631 134
11:00 89 7 75 17
11:15 95 10 82 14
11:30 104 3 70 7
11:45 124 11 412 31 75 7 302 45 714 76
Total 2603 3254 2603 3254 1845 3492 1845 3492 4448 6746 Combined
Total 5857 5857 5337 5337 11194
AM Peak - 07:30 - - - 07:30 - - - - -
Vol. - 620 - - - 493 - - - - -
P.H.F. 0.824 0.738
PM Peak - - 02:45 - - - 02:45 - - - -
Vol. - - 479 - - - 597 - - - -
P.H.F. 0.907 0.794
Percentag
e
44.4% 55.6% 34.6% 65.4%
ADT/AADT ADT 11,194 AADT 11,194
Redlands Regular Meeting of 11-15-2022 Page 693 of 1131
City of Redlands
Terracina Boulevard
B/ Barton Road - Olive Avenue
24 Hour Directional Volume Count
RED120
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 09-Sep-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 9 77 3 52
12:15 1 61 2 60
12:30 7 80 3 59
12:45 10 62 27 280 3 63 11 234 38 514
01:00 5 74 5 68
01:15 5 71 5 68
01:30 8 81 4 68
01:45 4 69 22 295 6 54 20 258 42 553
02:00 5 89 2 77
02:15 4 84 2 81
02:30 4 86 3 92
02:45 4 80 17 339 6 84 13 334 30 673
03:00 1 101 3 106
03:15 1 136 0 87
03:30 3 120 2 99
03:45 6 84 11 441 9 94 14 386 25 827
04:00 4 77 5 94
04:15 6 73 6 92
04:30 9 82 7 93
04:45 15 74 34 306 23 85 41 364 75 670
05:00 11 74 10 93
05:15 12 72 20 97
05:30 20 74 27 98
05:45 18 51 61 271 47 79 104 367 165 638
06:00 18 51 26 65
06:15 44 40 56 73
06:30 55 55 57 57
06:45 52 57 169 203 100 61 239 256 408 459
07:00 73 59 62 43
07:15 92 47 45 33
07:30 145 45 75 50
07:45 119 35 429 186 87 33 269 159 698 345
08:00 134 34 75 30
08:15 138 31 109 33
08:30 126 26 80 24
08:45 97 16 495 107 69 26 333 113 828 220
09:00 62 29 71 27
09:15 67 19 62 18
09:30 75 16 48 9
09:45 73 10 277 74 57 16 238 70 515 144
10:00 72 10 47 14
10:15 57 15 63 8
10:30 56 6 58 15
10:45 73 15 258 46 66 21 234 58 492 104
11:00 69 23 52 10
11:15 70 22 75 9
11:30 61 23 56 6
11:45 72 7 272 75 52 5 235 30 507 105
Total 2072 2623 2072 2623 1751 2629 1751 2629 3823 5252 Combined
Total 4695 4695 4380 4380 9075
AM Peak - 07:30 - - - 07:45 - - - - -
Vol. - 536 - - - 351 - - - - -
P.H.F. 0.924 0.805
PM Peak - - 03:00 - - - 03:00 - - - -
Vol. - - 441 - - - 386 - - - -
P.H.F. 0.811 0.910
Percentag
e
44.1% 55.9% 40.0% 60.0%
ADT/AADT ADT 9,075 AADT 9,075
Redlands Regular Meeting of 11-15-2022 Page 694 of 1131
City of Redlands
Terracina Boulevard
B/ Olive Avenue - Cypress Avenue
24 Hour Directional Volume Count
RED121
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 09-Sep-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 8 56 4 48
12:15 2 61 3 48
12:30 5 65 2 58
12:45 3 55 18 237 4 45 13 199 31 436
01:00 5 65 6 80
01:15 4 78 3 66
01:30 6 72 6 52
01:45 7 73 22 288 6 58 21 256 43 544
02:00 6 74 4 70
02:15 4 80 2 63
02:30 4 82 2 80
02:45 2 73 16 309 6 78 14 291 30 600
03:00 1 86 5 98
03:15 0 116 3 83
03:30 4 115 1 82
03:45 6 73 11 390 8 89 17 352 28 742
04:00 4 72 6 81
04:15 5 58 5 85
04:30 6 73 7 93
04:45 10 63 25 266 18 75 36 334 61 600
05:00 12 61 12 98
05:15 8 61 17 92
05:30 19 55 29 90
05:45 18 48 57 225 42 83 100 363 157 588
06:00 18 43 35 58
06:15 41 39 43 76
06:30 49 48 42 58
06:45 50 45 158 175 88 52 208 244 366 419
07:00 58 56 68 51
07:15 85 47 51 33
07:30 139 47 48 34
07:45 123 32 405 182 70 41 237 159 642 341
08:00 117 36 74 29
08:15 127 30 103 36
08:30 119 26 79 23
08:45 98 14 461 106 69 25 325 113 786 219
09:00 60 27 72 26
09:15 56 18 61 23
09:30 64 18 53 10
09:45 61 8 241 71 45 12 231 71 472 142
10:00 65 9 43 12
10:15 70 11 53 7
10:30 39 7 51 18
10:45 56 15 230 42 74 16 221 53 451 95
11:00 69 21 58 11
11:15 56 13 49 13
11:30 57 27 65 6
11:45 70 9 252 70 59 3 231 33 483 103
Total 1896 2361 1896 2361 1654 2468 1654 2468 3550 4829 Combined
Total 4257 4257 4122 4122 8379
AM Peak - 07:30 - - - 07:45 - - - - -
Vol. - 506 - - - 326 - - - - -
P.H.F. 0.910 0.791
PM Peak - - 02:45 - - - 05:00 - - - -
Vol. - - 390 - - - 363 - - - -
P.H.F. 0.841 0.926
Percentag
e
44.5% 55.5% 40.1% 59.9%
ADT/AADT ADT 8,379 AADT 8,379
Redlands Regular Meeting of 11-15-2022 Page 695 of 1131
City of Redlands
Texas Street
B/ Redlands Boulevard - Lugonia Avenue
24 Hour Directional Volume Count
RED122
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 26-Aug-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 72 7 51
12:15 8 62 3 64
12:30 1 78 5 61
12:45 6 73 22 285 7 61 22 237 44 522
01:00 7 61 2 56
01:15 3 71 6 81
01:30 5 79 2 79
01:45 4 83 19 294 2 65 12 281 31 575
02:00 6 86 3 62
02:15 2 84 1 79
02:30 2 87 4 82
02:45 3 99 13 356 3 64 11 287 24 643
03:00 3 128 0 62
03:15 4 88 1 75
03:30 3 83 4 93
03:45 3 116 13 415 2 100 7 330 20 745
04:00 3 113 4 87
04:15 5 106 4 82
04:30 6 103 5 87
04:45 12 99 26 421 3 75 16 331 42 752
05:00 6 137 12 66
05:15 5 105 16 69
05:30 5 115 19 85
05:45 9 114 25 471 24 86 71 306 96 777
06:00 9 80 13 69
06:15 22 106 35 71
06:30 24 70 42 59
06:45 24 76 79 332 50 70 140 269 219 601
07:00 36 59 48 52
07:15 37 62 89 60
07:30 40 57 118 37
07:45 77 61 190 239 142 40 397 189 587 428
08:00 76 57 83 50
08:15 72 49 103 49
08:30 62 51 83 39
08:45 67 44 277 201 48 35 317 173 594 374
09:00 43 36 51 32
09:15 48 32 58 26
09:30 55 27 48 26
09:45 55 30 201 125 46 14 203 98 404 223
10:00 45 21 50 20
10:15 55 25 58 14
10:30 47 15 53 11
10:45 46 10 193 71 55 7 216 52 409 123
11:00 50 6 64 9
11:15 70 12 48 7
11:30 55 13 58 9
11:45 57 8 232 39 69 13 239 38 471 77
Total 1290 3249 1290 3249 1651 2591 1651 2591 2941 5840 Combined
Total 4539 4539 4242 4242 8781
AM Peak - 07:45 - - - 07:30 - - - - -
Vol. - 287 - - - 446 - - - - -
P.H.F. 0.932 0.785
PM Peak - - 05:00 - - - 03:30 - - - -
Vol. - - 471 - - - 362 - - - -
P.H.F. 0.859 0.905
Percentag
e
28.4% 71.6% 38.9% 61.1%
ADT/AADT ADT 8,781 AADT 8,781
Redlands Regular Meeting of 11-15-2022 Page 696 of 1131
City of Redlands
Texas Street
B/ Lugonia Avenue - San Bernardino Avenue
24 Hour Directional Volume Count
RED123
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 26-Aug-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 33 2 27
12:15 3 22 0 22
12:30 1 33 2 31
12:45 1 31 7 119 2 29 6 109 13 228
01:00 3 37 4 23
01:15 4 27 3 21
01:30 5 33 4 32
01:45 1 46 13 143 1 28 12 104 25 247
02:00 1 46 5 29
02:15 2 32 1 34
02:30 0 46 3 25
02:45 5 64 8 188 5 25 14 113 22 301
03:00 0 71 1 30
03:15 2 75 3 61
03:30 3 57 3 63
03:45 4 61 9 264 1 51 8 205 17 469
04:00 5 56 3 37
04:15 4 48 4 31
04:30 8 48 5 54
04:45 18 53 35 205 5 48 17 170 52 375
05:00 8 52 13 26
05:15 9 61 10 49
05:30 20 42 7 59
05:45 17 58 54 213 8 63 38 197 92 410
06:00 14 36 7 41
06:15 12 48 6 34
06:30 22 35 21 34
06:45 30 42 78 161 25 31 59 140 137 301
07:00 28 23 28 33
07:15 36 33 47 24
07:30 46 24 41 31
07:45 79 31 189 111 53 16 169 104 358 215
08:00 87 25 58 31
08:15 81 34 64 20
08:30 39 34 42 19
08:45 34 26 241 119 26 19 190 89 431 208
09:00 24 11 22 13
09:15 25 12 25 9
09:30 25 10 29 9
09:45 30 11 104 44 22 11 98 42 202 86
10:00 21 12 30 15
10:15 32 11 26 12
10:30 31 9 25 9
10:45 27 11 111 43 19 6 100 42 211 85
11:00 22 5 27 5
11:15 29 2 29 10
11:30 32 6 23 7
11:45 28 5 111 18 24 3 103 25 214 43
Total 960 1628 960 1628 814 1340 814 1340 1774 2968
Combined
Total 2588 2588 2154 2154 4742
AM Peak - 07:30 - - - 07:45 - - - - -
Vol. - 293 - - - 217 - - - - -
P.H.F. 0.842 0.848
PM Peak - - 02:45 - - - 03:15 - - - -
Vol. - - 267 - - - 212 - - - -
P.H.F. 0.890 0.841
Percentag
e
37.1% 62.9% 37.8% 62.2%
ADT/AADT ADT 4,742 AADT 4,742
Redlands Regular Meeting of 11-15-2022 Page 697 of 1131
City of Redlands
Texas Street
B/ San Bernardino Avenue - Domestic Avenue
24 Hour Directional Volume Count
RED124
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 26-Aug-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 31 1 17
12:15 4 18 0 15
12:30 2 22 0 24
12:45 1 23 8 94 2 32 3 88 11 182
01:00 3 24 1 25
01:15 2 23 2 21
01:30 3 24 0 29
01:45 1 28 9 99 1 23 4 98 13 197
02:00 1 49 3 17
02:15 1 30 0 43
02:30 0 30 2 20
02:45 3 73 5 182 1 20 6 100 11 282
03:00 0 86 1 41
03:15 2 60 2 67
03:30 5 37 3 31
03:45 6 53 13 236 6 55 12 194 25 430
04:00 1 48 4 33
04:15 2 31 7 29
04:30 8 37 2 43
04:45 9 37 20 153 3 28 16 133 36 286
05:00 6 42 4 22
05:15 7 47 10 34
05:30 5 45 6 38
05:45 12 48 30 182 15 38 35 132 65 314
06:00 8 28 13 36
06:15 18 31 9 27
06:30 22 25 18 22
06:45 26 35 74 119 23 14 63 99 137 218
07:00 23 25 32 17
07:15 34 32 51 12
07:30 52 24 42 20
07:45 91 29 200 110 49 17 174 66 374 176
08:00 141 24 90 19
08:15 125 28 89 19
08:30 29 19 27 19
08:45 22 26 317 97 17 16 223 73 540 170
09:00 14 17 21 8
09:15 25 15 21 6
09:30 17 10 18 9
09:45 18 14 74 56 12 7 72 30 146 86
10:00 13 8 31 11
10:15 20 16 20 8
10:30 18 8 20 6
10:45 24 5 75 37 24 5 95 30 170 67
11:00 20 10 21 2
11:15 23 8 22 5
11:30 20 5 16 4
11:45 18 5 81 28 14 5 73 16 154 44
Total 906 1393 906 1393 776 1059 776 1059 1682 2452
Combined
Total 2299 2299 1835 1835 4134
AM Peak - 07:30 - - - 07:30 - - - - -
Vol. - 409 - - - 270 - - - - -
P.H.F. 0.725 0.750
PM Peak - - 02:45 - - - 03:00 - - - -
Vol. - - 256 - - - 194 - - - -
P.H.F. 0.744 0.724
Percentag
e
39.4% 60.6% 42.3% 57.7%
ADT/AADT ADT 4,134 AADT 4,134
Redlands Regular Meeting of 11-15-2022 Page 698 of 1131
City of Redlands
University Street
B/ Cypress Avenue - Colton Avenue
24 Hour Directional Volume Count
RED125
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 02-Sep-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 25 122 19 128
12:15 28 118 15 152
12:30 16 141 20 131
12:45 21 123 90 504 11 122 65 533 155 1037
01:00 12 125 13 102
01:15 16 118 12 110
01:30 21 134 11 116
01:45 14 138 63 515 12 96 48 424 111 939
02:00 7 137 9 134
02:15 14 127 9 156
02:30 6 127 7 143
02:45 14 129 41 520 10 143 35 576 76 1096
03:00 7 135 18 121
03:15 11 130 16 116
03:30 9 135 39 144
03:45 6 122 33 522 28 141 101 522 134 1044
04:00 8 123 35 140
04:15 15 113 50 121
04:30 14 116 74 124
04:45 23 124 60 476 63 118 222 503 282 979
05:00 16 109 71 149
05:15 16 104 95 123
05:30 36 99 116 127
05:45 64 116 132 428 90 136 372 535 504 963
06:00 45 125 129 142
06:15 38 99 142 136
06:30 53 133 172 108
06:45 76 123 212 480 195 107 638 493 850 973
07:00 65 117 204 92
07:15 95 137 223 82
07:30 122 102 222 92
07:45 104 116 386 472 215 95 864 361 1250 833
08:00 119 119 170 90
08:15 102 113 153 73
08:30 108 98 162 71
08:45 134 85 463 415 145 70 630 304 1093 719
09:00 150 83 93 69
09:15 151 86 125 62
09:30 103 85 134 44
09:45 118 79 522 333 133 52 485 227 1007 560
10:00 89 68 112 59
10:15 112 69 118 43
10:30 119 40 102 23
10:45 131 51 451 228 154 25 486 150 937 378
11:00 96 41 110 23
11:15 97 35 115 24
11:30 113 33 126 25
11:45 108 28 414 137 134 18 485 90 899 227
Total 2867 5030 2867 5030 4431 4718 4431 4718 7298 9748 Combined
Total 7897 7897 9149 9149 17046
AM Peak - 08:30 - - - 07:00 - - - - -
Vol. - 543 - - - 864 - - - - -
P.H.F. 0.899 0.969
PM Peak - - 01:30 - - - 02:00 - - - -
Vol. - - 536 - - - 576 - - - -
P.H.F. 0.971 0.923
Percentag
e
36.3% 63.7% 48.4% 51.6%
ADT/AADT ADT 17,046 AADT 17,046
Redlands Regular Meeting of 11-15-2022 Page 699 of 1131
City of Redlands
University Street
B/ Colton Avenue - Lugonia Avenue
24 Hour Directional Volume Count
RED126
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 02-Sep-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 21 90 17 79
12:15 22 77 7 79
12:30 10 81 12 82
12:45 12 77 65 325 6 70 42 310 107 635
01:00 10 77 9 70
01:15 14 98 7 70
01:30 14 65 9 81
01:45 8 91 46 331 6 71 31 292 77 623
02:00 6 98 4 98
02:15 9 70 3 72
02:30 4 104 3 75
02:45 6 109 25 381 7 91 17 336 42 717
03:00 7 108 9 67
03:15 5 98 16 85
03:30 10 107 27 88
03:45 5 132 27 445 19 101 71 341 98 786
04:00 6 119 25 78
04:15 9 75 24 60
04:30 11 101 38 63
04:45 14 110 40 405 36 72 123 273 163 678
05:00 11 92 38 87
05:15 11 91 61 55
05:30 21 88 69 75
05:45 37 87 80 358 64 79 232 296 312 654
06:00 32 104 72 79
06:15 20 103 81 82
06:30 35 105 104 61
06:45 33 87 120 399 96 74 353 296 473 695
07:00 38 108 115 57
07:15 67 107 152 46
07:30 76 92 133 66
07:45 61 103 242 410 100 77 500 246 742 656
08:00 59 82 87 58
08:15 60 88 88 64
08:30 66 75 114 58
08:45 53 67 238 312 76 60 365 240 603 552
09:00 54 56 85 53
09:15 53 54 96 49
09:30 71 55 89 29
09:45 62 49 240 214 71 39 341 170 581 384
10:00 57 52 65 41
10:15 57 57 83 20
10:30 62 22 74 21
10:45 64 34 240 165 74 20 296 102 536 267
11:00 75 29 55 13
11:15 72 20 79 19
11:30 88 18 78 14
11:45 78 23 313 90 73 7 285 53 598 143
Total 1676 3835 1676 3835 2656 2955 2656 2955 4332 6790 Combined
Total 5511 5511 5611 5611 11122
AM Peak - 11:00 - - - 07:00 - - - - -
Vol. - 313 - - - 500 - - - - -
P.H.F. 0.889 0.822
PM Peak - - 03:15 - - - 03:15 - - - -
Vol. - - 456 - - - 352 - - - -
P.H.F. 0.864 0.871
Percentag
e
30.4% 69.6% 47.3% 52.7%
ADT/AADT ADT 11,122 AADT 11,122
Redlands Regular Meeting of 11-15-2022 Page 700 of 1131
City of Redlands
University Street
B/ Lugonia Avenue - San Bernardino Avenue
24 Hour Directional Volume Count
RED127
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 02-Sep-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 5 3 20
12:15 4 22 0 13
12:30 0 8 0 9
12:45 3 17 11 52 0 12 3 54 14 106
01:00 1 7 0 5
01:15 1 7 2 10
01:30 2 7 0 11
01:45 2 11 6 32 1 23 3 49 9 81
02:00 0 24 0 15
02:15 2 11 0 10
02:30 0 13 0 11
02:45 0 16 2 64 1 7 1 43 3 107
03:00 1 17 0 14
03:15 0 14 2 18
03:30 2 18 1 16
03:45 0 15 3 64 1 17 4 65 7 129
04:00 1 21 0 11
04:15 3 9 3 8
04:30 0 14 0 8
04:45 0 17 4 61 3 4 6 31 10 92
05:00 0 27 1 14
05:15 2 22 1 8
05:30 1 14 2 20
05:45 4 16 7 79 5 17 9 59 16 138
06:00 1 16 7 9
06:15 1 18 5 8
06:30 6 16 8 11
06:45 3 16 11 66 9 10 29 38 40 104
07:00 5 12 4 10
07:15 8 16 27 9
07:30 16 13 25 8
07:45 11 14 40 55 16 1 72 28 112 83
08:00 12 5 8 6
08:15 12 7 16 5
08:30 10 10 18 8
08:45 10 4 44 26 8 5 50 24 94 50
09:00 10 5 10 8
09:15 6 3 16 8
09:30 6 9 9 3
09:45 11 7 33 24 12 0 47 19 80 43
10:00 9 6 9 3
10:15 8 3 6 1
10:30 6 2 15 1
10:45 11 5 34 16 15 5 45 10 79 26
11:00 10 5 7 2
11:15 16 2 11 2
11:30 7 2 13 3
11:45 9 1 42 10 5 1 36 8 78 18
Total 237 549 237 549 305 428 305 428 542 977
Combined
Total 786 786 733 733 1519
AM Peak - 07:30 - - - 07:15 - - - - -
Vol. - 51 - - - 76 - - - - -
P.H.F. 0.797 0.704
PM Peak - - 04:30 - - - 03:00 - - - -
Vol. - - 80 - - - 65 - - - -
P.H.F. 0.741 0.707
Percentag
e
30.2% 69.8% 41.6% 58.4%
ADT/AADT ADT 1,519 AADT 1,519
Redlands Regular Meeting of 11-15-2022 Page 701 of 1131
City of Redlands
Via Vista Drive
B/ Country Club Drive - Helena Lane
24 Hour Directional Volume Count
RED128
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 08-Sep-21 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 1 0 1
12:15 0 3 0 3
12:30 0 2 0 3
12:45 0 2 2 8 1 2 1 9 3 17
01:00 1 1 0 3
01:15 0 2 0 1
01:30 0 2 0 2
01:45 2 3 3 8 0 3 0 9 3 17
02:00 0 1 0 4
02:15 0 1 0 5
02:30 0 3 0 0
02:45 0 2 0 7 1 5 1 14 1 21
03:00 0 3 1 2
03:15 0 4 0 1
03:30 0 5 0 5
03:45 0 2 0 14 1 2 2 10 2 24
04:00 0 1 1 2
04:15 0 0 0 3
04:30 0 3 0 2
04:45 1 5 1 9 0 0 1 7 2 16
05:00 0 0 0 4
05:15 0 3 0 0
05:30 3 6 0 3
05:45 1 8 4 17 3 4 3 11 7 28
06:00 0 5 1 4
06:15 1 2 0 3
06:30 1 4 0 3
06:45 2 1 4 12 0 4 1 14 5 26
07:00 0 3 0 0
07:15 0 2 2 5
07:30 2 5 3 2
07:45 2 2 4 12 0 0 5 7 9 19
08:00 2 4 4 2
08:15 2 1 5 0
08:30 0 4 1 1
08:45 0 0 4 9 0 0 10 3 14 12
09:00 1 1 1 1
09:15 1 0 0 0
09:30 2 3 3 1
09:45 0 0 4 4 2 2 6 4 10 8
10:00 2 0 2 1
10:15 1 1 1 0
10:30 3 0 3 1
10:45 0 0 6 1 1 0 7 2 13 3
11:00 4 0 1 1
11:15 1 0 0 0
11:30 0 0 1 0
11:45 2 0 7 0 3 1 5 2 12 2
Total 39 101 39 101 42 92 42 92 81 193
Combined
Total 140 140 134 134 274
AM Peak - 07:30 - - - 07:30 - - - - -
Vol. - 8 - - - 12 - - - - -
P.H.F. 1.000 0.600
PM Peak - - 05:15 - - - 01:30 - - - -
Vol. - - 22 - - - 14 - - - -
P.H.F. 0.688 0.700
Percentag
e
27.9% 72.1% 31.3% 68.7%
ADT/AADT ADT 274 AADT 274
Redlands Regular Meeting of 11-15-2022 Page 702 of 1131
City of Redlands
Wabash Avenue
B/ Fifth Avenue - Citrus Avenue
24 Hour Directional Volume Count
RED129
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 26-Aug-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 37 1 41
12:15 3 23 3 35
12:30 3 36 1 35
12:45 2 18 11 114 0 34 5 145 16 259
01:00 1 19 0 24
01:15 2 21 2 21
01:30 2 49 1 24
01:45 1 34 6 123 0 32 3 101 9 224
02:00 0 29 4 43
02:15 0 30 0 56
02:30 0 26 2 36
02:45 0 29 0 114 0 47 6 182 6 296
03:00 0 54 1 34
03:15 0 51 3 55
03:30 2 41 0 71
03:45 1 35 3 181 2 56 6 216 9 397
04:00 3 28 1 42
04:15 1 22 2 62
04:30 4 33 1 47
04:45 4 39 12 122 3 67 7 218 19 340
05:00 5 35 2 59
05:15 3 25 5 60
05:30 4 33 4 56
05:45 12 42 24 135 8 53 19 228 43 363
06:00 5 38 9 51
06:15 11 31 9 38
06:30 9 21 16 44
06:45 17 17 42 107 20 49 54 182 96 289
07:00 30 28 21 50
07:15 35 21 38 34
07:30 31 20 36 32
07:45 52 13 148 82 45 31 140 147 288 229
08:00 71 19 39 34
08:15 51 23 49 27
08:30 32 11 24 21
08:45 26 9 180 62 26 14 138 96 318 158
09:00 28 13 15 16
09:15 24 12 32 9
09:30 26 12 25 17
09:45 36 8 114 45 27 13 99 55 213 100
10:00 21 13 14 10
10:15 23 7 22 8
10:30 22 3 33 7
10:45 34 4 100 27 34 4 103 29 203 56
11:00 17 6 30 7
11:15 28 3 23 5
11:30 31 1 22 3
11:45 29 0 105 10 30 1 105 16 210 26
Total 745 1122 745 1122 685 1615 685 1615 1430 2737
Combined
Total 1867 1867 2300 2300 4167
AM Peak - 07:45 - - - 07:30 - - - - -
Vol. - 206 - - - 169 - - - - -
P.H.F. 0.725 0.862
PM Peak - - 03:00 - - - 04:45 - - - -
Vol. - - 181 - - - 242 - - - -
P.H.F. 0.838 0.903
Percentag
e
39.9% 60.1% 29.8% 70.2%
ADT/AADT ADT 4,167 AADT 4,167
Redlands Regular Meeting of 11-15-2022 Page 703 of 1131
City of Redlands
Wabash Avenue
B/ Citrus Avenue - Colton Avenue
24 Hour Directional Volume Count
RED130
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 26-Aug-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 54 4 45
12:15 3 31 2 52
12:30 3 46 2 49
12:45 1 28 10 159 1 49 9 195 19 354
01:00 3 37 2 41
01:15 3 31 1 48
01:30 3 44 1 57
01:45 5 44 14 156 1 53 5 199 19 355
02:00 1 76 6 75
02:15 1 61 4 54
02:30 1 31 3 42
02:45 1 46 4 214 1 55 14 226 18 440
03:00 1 58 3 36
03:15 2 72 4 56
03:30 4 71 0 73
03:45 3 44 10 245 2 47 9 212 19 457
04:00 2 61 3 52
04:15 2 41 8 61
04:30 5 46 6 58
04:45 7 61 16 209 8 62 25 233 41 442
05:00 7 66 5 56
05:15 10 48 6 66
05:30 9 58 12 59
05:45 18 72 44 244 13 66 36 247 80 491
06:00 7 55 9 58
06:15 13 54 16 53
06:30 13 31 23 57
06:45 18 30 51 170 30 64 78 232 129 402
07:00 32 43 35 52
07:15 30 32 70 37
07:30 40 26 109 38
07:45 84 28 186 129 130 37 344 164 530 293
08:00 62 37 49 37
08:15 52 36 44 28
08:30 50 11 39 26
08:45 32 21 196 105 26 18 158 109 354 214
09:00 34 18 28 17
09:15 40 19 42 15
09:30 36 17 32 19
09:45 40 9 150 63 31 18 133 69 283 132
10:00 26 19 31 10
10:15 38 11 37 12
10:30 30 8 46 8
10:45 50 7 144 45 42 4 156 34 300 79
11:00 27 8 41 10
11:15 44 7 28 7
11:30 49 2 26 5
11:45 42 7 162 24 49 2 144 24 306 48
Total 987 1763 987 1763 1111 1944 1111 1944 2098 3707
Combined
Total 2750 2750 3055 3055 5805
AM Peak - 07:45 - - - 07:15 - - - - -
Vol. - 248 - - - 358 - - - - -
P.H.F. 0.738 0.688
PM Peak - - 03:15 - - - 05:15 - - - -
Vol. - - 248 - - - 249 - - - -
P.H.F. 0.861 0.943
Percentag
e
35.9% 64.1% 36.4% 63.6%
ADT/AADT ADT 5,805 AADT 5,805
Redlands Regular Meeting of 11-15-2022 Page 704 of 1131
City of Redlands
Wabash Avenue
B/ Colton Avenue - Sessums Drive
24 Hour Directional Volume Count
RED131
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 26-Aug-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 68 4 67
12:15 8 64 11 74
12:30 4 77 7 75
12:45 2 60 20 269 2 75 24 291 44 560
01:00 0 49 2 60
01:15 1 69 2 65
01:30 1 65 1 60
01:45 6 45 8 228 2 75 7 260 15 488
02:00 3 56 8 86
02:15 5 112 1 70
02:30 2 59 6 78
02:45 2 73 12 300 4 85 19 319 31 619
03:00 0 72 3 78
03:15 0 133 4 125
03:30 5 174 1 114
03:45 5 90 10 469 10 86 18 403 28 872
04:00 5 87 6 93
04:15 6 71 5 87
04:30 9 69 3 80
04:45 14 100 34 327 10 94 24 354 58 681
05:00 8 76 9 99
05:15 18 87 7 94
05:30 20 84 9 91
05:45 29 91 75 338 19 93 44 377 119 715
06:00 31 92 19 102
06:15 29 79 24 90
06:30 45 59 34 82
06:45 44 60 149 290 32 76 109 350 258 640
07:00 41 62 32 83
07:15 54 51 47 73
07:30 60 45 73 69
07:45 69 45 224 203 109 56 261 281 485 484
08:00 112 48 122 60
08:15 126 57 77 69
08:30 77 27 63 49
08:45 74 35 389 167 46 45 308 223 697 390
09:00 47 33 61 35
09:15 62 28 65 37
09:30 59 21 52 30
09:45 49 16 217 98 49 31 227 133 444 231
10:00 54 22 55 26
10:15 51 16 40 21
10:30 52 13 61 16
10:45 55 10 212 61 48 15 204 78 416 139
11:00 52 6 62 16
11:15 56 7 48 12
11:30 60 4 54 6
11:45 70 6 238 23 65 4 229 38 467 61
Total 1588 2773 1588 2773 1474 3107 1474 3107 3062 5880 Combined
Total 4361 4361 4581 4581 8942
AM Peak - 08:00 - - - 07:30 - - - - -
Vol. - 389 - - - 381 - - - - -
P.H.F. 0.772 0.781
PM Peak - - 03:15 - - - 03:15 - - - -
Vol. - - 484 - - - 418 - - - -
P.H.F. 0.695 0.836
Percentag
e
36.4% 63.6% 32.2% 67.8%
ADT/AADT ADT 8,942 AADT 8,942
Redlands Regular Meeting of 11-15-2022 Page 705 of 1131
City of Redlands
Wabash Avenue
B/ Fifth Avenue - Panorama Drive
24 Hour Directional Volume Count
RED132
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 26-Aug-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 7 0 3
12:15 0 3 1 5
12:30 0 8 1 6
12:45 0 6 0 24 0 12 2 26 2 50
01:00 0 9 0 6
01:15 0 1 0 9
01:30 0 7 0 4
01:45 0 4 0 21 0 8 0 27 0 48
02:00 1 4 0 7
02:15 0 6 0 2
02:30 0 7 0 7
02:45 0 11 1 28 0 8 0 24 1 52
03:00 0 7 0 5
03:15 0 6 1 9
03:30 0 3 0 9
03:45 0 9 0 25 1 6 2 29 2 54
04:00 0 4 0 7
04:15 0 3 0 9
04:30 0 7 0 8
04:45 0 4 0 18 0 7 0 31 0 49
05:00 1 7 0 7
05:15 1 2 0 3
05:30 2 4 0 9
05:45 3 9 7 22 1 10 1 29 8 51
06:00 1 7 1 5
06:15 4 4 0 5
06:30 2 3 3 10
06:45 5 2 12 16 4 1 8 21 20 37
07:00 3 7 4 2
07:15 12 1 3 6
07:30 11 3 4 4
07:45 5 1 31 12 5 5 16 17 47 29
08:00 12 1 5 7
08:15 12 2 3 2
08:30 2 1 2 1
08:45 10 0 36 4 4 2 14 12 50 16
09:00 4 1 5 3
09:15 3 0 3 1
09:30 7 2 7 4
09:45 12 2 26 5 3 5 18 13 44 18
10:00 5 2 3 3
10:15 7 1 5 3
10:30 1 0 3 0
10:45 6 1 19 4 6 0 17 6 36 10
11:00 6 0 5 1
11:15 8 0 4 1
11:30 6 0 4 0
11:45 5 0 25 0 8 0 21 2 46 2
Total 157 179 157 179 99 237 99 237 256 416
Combined
Total 336 336 336 336 672
AM Peak - 07:15 - - - 11:00 - - - - -
Vol. - 40 - - - 21 - - - - -
P.H.F. 0.833 0.656
PM Peak - - 02:15 - - - 00:30 - - - -
Vol. - - 31 - - - 33 - - - -
P.H.F. 0.705 0.688
Percentag
e
46.7% 53.3% 29.5% 70.5%
ADT/AADT ADT 672 AADT 672
Redlands Regular Meeting of 11-15-2022 Page 706 of 1131
City of Redlands
Wabash Avenue
B/ Reservoir Road - Palo Alto Drive
24 Hour Directional Volume Count
RED133
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 26-Aug-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 39 1 11
12:15 0 14 0 13
12:30 0 7 0 5
12:45 0 8 0 68 0 11 1 40 1 108
01:00 0 7 1 11
01:15 2 6 0 12
01:30 0 10 0 4
01:45 0 4 2 27 0 8 1 35 3 62
02:00 0 8 0 8
02:15 0 9 0 11
02:30 0 4 1 7
02:45 0 8 0 29 2 4 3 30 3 59
03:00 0 16 0 12
03:15 0 14 1 11
03:30 0 9 0 21
03:45 0 7 0 46 0 10 1 54 1 100
04:00 0 8 0 11
04:15 1 7 0 9
04:30 0 12 0 15
04:45 1 9 2 36 0 13 0 48 2 84
05:00 2 8 0 8
05:15 0 3 0 9
05:30 1 5 0 7
05:45 5 12 8 28 0 13 0 37 8 65
06:00 4 20 2 7
06:15 2 7 0 7
06:30 7 8 4 13
06:45 5 2 18 37 6 14 12 41 30 78
07:00 5 5 9 12
07:15 22 6 31 7
07:30 51 3 31 11
07:45 64 3 142 17 42 6 113 36 255 53
08:00 45 5 15 7
08:15 9 1 9 6
08:30 10 0 13 5
08:45 11 1 75 7 6 6 43 24 118 31
09:00 5 4 7 2
09:15 6 0 2 5
09:30 8 2 2 1
09:45 3 0 22 6 3 1 14 9 36 15
10:00 1 0 10 4
10:15 8 2 2 2
10:30 5 0 10 3
10:45 4 3 18 5 4 0 26 9 44 14
11:00 3 1 10 3
11:15 7 0 21 3
11:30 11 0 37 0
11:45 55 0 76 1 41 0 109 6 185 7
Total 363 307 363 307 323 369 323 369 686 676
Combined
Total 670 670 692 692 1362
AM Peak - 07:15 - - - 07:15 - - - - -
Vol. - 182 - - - 119 - - - - -
P.H.F. 0.711 0.708
PM Peak - - 12:00 - - - 03:00 - - - -
Vol. - - 68 - - - 54 - - - -
P.H.F. 0.436 0.643
Percentag
e
54.2% 45.8% 46.7% 53.3%
ADT/AADT ADT 1,362 AADT 1,362
Redlands Regular Meeting of 11-15-2022 Page 707 of 1131 Appendix D
Speed Study Traffic Condition Summary Forms
Redlands Regular Meeting of 11-15-2022 Page 708 of 1131 ROADWAY: Alabama Street SEGMENT #1 DATE: 1/14/2022
LIMITS: b/t Barton Road and Park Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64-104 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Residential/Commercial Residential/Industrial
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) N
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 14,656 (1)
14. Length of segment (miles) 0.73 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 47 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 33 - 55 (1)
5. 10 mile per hour pace speed (mph) 35 - 44 (1)
6. Percent in 10 miles per hour pace 72.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 9 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.86 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 709 of 1131 ROADWAY: Alabama Street SEGMENT #2 DATE: 1/14/2022
LIMITS: b/t Park Avenue and Lugiona Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64-86 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P/R (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Industrial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 25,408 (1)
14. Length of segment (miles) 0.67 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 38 (1)
3. 50th percentile speed (mph) 38 (1)
4. Range of speeds (mph) 32 - 46 (1)
5. 10 mile per hour pace speed (mph) 33 - 42 (1)
6. Percent in 10 miles per hour pace 84.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 33 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.99 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Railroad (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 710 of 1131 ROADWAY: Alabama Street SEGMENT #3 DATE: 1/14/2022
LIMITS: b/t City Limit s/o Santa Ana River and City Limit n/o Santa Ana River JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 46 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 50 (1)
6. Surrounding land uses Industrial None
7. Does surrounding land use have direct access Y N
8. Frequency of driveways (frequent, rare, none) Rare None
9. Curb and gutter present Curb (Partial) (1)
10. Sidewalks present N (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 21,183 (1)
14. Length of segment (miles) 0.87 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 58 (1)
2. Average speed (mph) 52 (1)
3. 50th percentile speed (mph) 51 (1)
4. Range of speeds (mph) 40 - 65 (1)
5. 10 mile per hour pace speed (mph) 47 - 56 (1)
6. Percent in 10 miles per hour pace 64.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.05 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Shoulder (Partial) (1)
E. Recommended speed limit (mph)3 55 55
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 711 of 1131 ROADWAY: Alessandro Road SEGMENT #4 DATE: 1/14/2022
LIMITS: b/t Crescent Avenue and Sunset Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 36-50 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) Y (Partial), Wall (Partial)
10. Sidewalks present N (1)
11. Street illumination midblock Y (Partial) N
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 6,071 (1)
14. Length of segment (miles) 0.49 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 45 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 43 (1)
4. Range of speeds (mph) 33 - 48 (1)
5. 10 mile per hour pace speed (mph) 38 - 47 (1)
6. Percent in 10 miles per hour pace 89.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 712 of 1131 ROADWAY: Alessandro Road SEGMENT #5 DATE: 1/14/2022
LIMITS: b/t Sunset Drive and Creekside Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 26-30 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access N Y
8. Frequency of driveways (frequent, rare, none) None Rare
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present N (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 5,671 (1)
14. Length of segment (miles) 0.71 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 47 (1)
2. Average speed (mph) 43 (1)
3. 50th percentile speed (mph) 44 (1)
4. Range of speeds (mph) 34 - 51 (1)
5. 10 mile per hour pace speed (mph) 39 - 48 (1)
6. Percent in 10 miles per hour pace 82.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.51 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other SB Slide Area/NB Trail (Partial) (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 713 of 1131 ROADWAY: Alessandro Road SEGMENT #6 DATE: 1/14/2022
LIMITS: b/t Creekside Drive and San Timoteo Canyon Road JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 26 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses None (1)
7. Does surrounding land use have direct access N (1)
8. Frequency of driveways (frequent, rare, none) None (1)
9. Curb and gutter present N (1)
10. Sidewalks present N (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 4,662 (1)
14. Length of segment (miles) 0.22 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 41 (1)
2. Average speed (mph) 36 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 27 - 44 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 77.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Railroad (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 714 of 1131 ROADWAY: Alta Vista Drive SEGMENT #7 DATE: 1/14/2022
LIMITS: b/t Florida Street and Sunset Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 26-50 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present N (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 2,583 (1)
14. Length of segment (miles) 0.55 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 47 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 42 (1)
4. Range of speeds (mph) 32 - 52 (1)
5. 10 mile per hour pace speed (mph) 37 - 46 (1)
6. Percent in 10 miles per hour pace 73.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 715 of 1131 ROADWAY: Barton Road SEGMENT #8 DATE: 1/14/2022
LIMITS: b/t West City Limit and Terracina Boulevard JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 82-88 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Residential Commercial
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 23,545 (1)
14. Length of segment (miles) 0.16 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 47 (1)
2. Average speed (mph) 43 (1)
3. 50th percentile speed (mph) 43 (1)
4. Range of speeds (mph) 33 - 52 (1)
5. 10 mile per hour pace speed (mph) 38 - 47 (1)
6. Percent in 10 miles per hour pace 75.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.41 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 716 of 1131 ROADWAY: Barton Road SEGMENT #9 DATE: 1/14/2022
LIMITS: b/t Terracina Boulevard and Alabama Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 86-88 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) R (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Residential Education
7. Does surrounding land use have direct access N Y
8. Frequency of driveways (frequent, rare, none) None Rare
9. Curb and gutter present Y Y (Partial)
10. Sidewalks present Y Y (Partial)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 16,681 (1)
14. Length of segment (miles) 0.24 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 46 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 42 (1)
4. Range of speeds (mph) 29 - 52 (1)
5. 10 mile per hour pace speed (mph) 37 - 46 (1)
6. Percent in 10 miles per hour pace 77.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.33 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 717 of 1131 ROADWAY: Barton Road SEGMENT #10 DATE: 10/07/2022
LIMITS: b/t Alabama Street and Lakeside Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 86-88 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) R (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential/Commercial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 12,049 (1)
14. Length of segment (miles) 0.31 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 46 (1)
2. Average speed (mph) 41 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 31 - 50 (1)
5. 10 mile per hour pace speed (mph) 38 - 47 (1)
6. Percent in 10 miles per hour pace 65% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 6 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.97 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Justin Tucker
Redlands Regular Meeting of 11-15-2022 Page 718 of 1131 ROADWAY: Brockton Avenue SEGMENT #11 DATE: 1/14/2022
LIMITS: b/t New York Street and Texas Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 39 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential/Industrial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 1,288 (1)
14. Length of segment (miles) 0.20 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 37 (1)
2. Average speed (mph) 31 (1)
3. 50th percentile speed (mph) 30 (1)
4. Range of speeds (mph) 22 - 43 (1)
5. 10 mile per hour pace speed (mph) 23 - 32 (1)
6. Percent in 10 miles per hour pace 62.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 5.73 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 719 of 1131 ROADWAY: Brockton Avenue SEGMENT #12 DATE: 1/14/2022
LIMITS: b/t Texas Street and Church Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 38 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential/Park Residential/Utility
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present N Y
11. Street illumination midblock N Y
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 5,161 (1)
14. Length of segment (miles) 0.90 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 37 (1)
4. Range of speeds (mph) 26 - 47 (1)
5. 10 mile per hour pace speed (mph) 33 - 42 (1)
6. Percent in 10 miles per hour pace 64.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 31 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 6.65 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 720 of 1131 ROADWAY: Brockton Avenue SEGMENT #13 DATE: 1/14/2022
LIMITS: b/t Church Street and Judson Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 39 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential/Education (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 3,426 (1)
14. Length of segment (miles) 0.91 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 41 (1)
2. Average speed (mph) 36 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 28 - 45 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 82.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 9 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.89 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 721 of 1131 ROADWAY: Brockton Avenue SEGMENT #14 DATE: 1/14/2022
LIMITS: b/t Judson Street and Wabash Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 38-39 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 2,444 (1)
14. Length of segment (miles) 0.90 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 39 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 26 - 45 (1)
5. 10 mile per hour pace speed (mph) 30 - 39 (1)
6. Percent in 10 miles per hour pace 73.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.90 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 722 of 1131 ROADWAY: Brookside Avenue SEGMENT #15 DATE: 1/14/2022
LIMITS: b/t Lakeside Avenue and Center Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64-68 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) R (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential Residential/Commercial
7. Does surrounding land use have direct access Y N
8. Frequency of driveways (frequent, rare, none) Rare None
9. Curb and gutter present Y (1)
10. Sidewalks present Y Y (Partial)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 17,581 (1)
14. Length of segment (miles) 0.65 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 38 (1)
3. 50th percentile speed (mph) 37 (1)
4. Range of speeds (mph) 30 - 47 (1)
5. 10 mile per hour pace speed (mph) 33 - 42 (1)
6. Percent in 10 miles per hour pace 80.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 10 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.90 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 723 of 1131 ROADWAY: Brookside Avenue SEGMENT #16 DATE: 1/14/2022
LIMITS: b/t Center Street and Eureka Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 66-68 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) R (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential/Commercial Residential/Religious
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 11,844 (1)
14. Length of segment (miles) 0.28 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 38 (1)
2. Average speed (mph) 34 (1)
3. 50th percentile speed (mph) 34 (1)
4. Range of speeds (mph) 24 - 44 (1)
5. 10 mile per hour pace speed (mph) 29 - 38 (1)
6. Percent in 10 miles per hour pace 78.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.13 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 724 of 1131 ROADWAY: Cajon Street SEGMENT #17 DATE: 1/14/2022
LIMITS: b/t Vine Street and Fern Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 48 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 25 (1)
6. Surrounding land uses Commercial Commercial/Religious
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 9,345 (1)
14. Length of segment (miles) 0.26 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 37 (1)
2. Average speed (mph) 32 (1)
3. 50th percentile speed (mph) 32 (1)
4. Range of speeds (mph) 22 - 41 (1)
5. 10 mile per hour pace speed (mph) 29 - 38 (1)
6. Percent in 10 miles per hour pace 73.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.60 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes / Bike Route (1)
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 725 of 1131 ROADWAY: Cajon Street SEGMENT #18 DATE: 1/14/2022
LIMITS: b/t Fern Avenue and Garden Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 48-50 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30 (n/o Highland), 35 (s/o) (1)
6. Surrounding land uses Residential Residential/Education
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (partial) (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 5,581 (1)
14. Length of segment (miles) 0.90 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 39 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 35 (1)
4. Range of speeds (mph) 24 - 43 (1)
5. 10 mile per hour pace speed (mph) 30 - 39 (1)
6. Percent in 10 miles per hour pace 71.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 15 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.98 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone Y (1)
6. Other Bike Lanes (Partial) / Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 726 of 1131 ROADWAY: California Street SEGMENT #19 DATE: 1/14/2022
LIMITS: b/t Palmetto Avenue and Almond Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 76-114 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) R (1)
4. On-street parking (Y/N) N Y
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Industrial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 6,556 (1)
14. Length of segment (miles) 0.66 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 48 (1)
2. Average speed (mph) 41 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 30 - 53 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 58.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 15 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.98 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 727 of 1131 ROADWAY: California Street SEGMENT #20 DATE: 1/14/2022
LIMITS: b/t Almond Avenue and Redlands Boulevard JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 78-112 (1)
2. Number of through travel lanes by direction 3 3 (n/o Lugonia), 2 (s/o)
3. Median Type (P = Painted, R = Raised, N = No Median) P/R (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Commercial/Industrial Commercial
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y Y (Partial)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 21,194 (1)
14. Length of segment (miles) 0.66 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 45 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 32 - 51 (1)
5. 10 mile per hour pace speed (mph) 37 - 46 (1)
6. Percent in 10 miles per hour pace 86.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 14 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.04 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.44) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Railroad (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 728 of 1131 ROADWAY: Center Street SEGMENT #21 DATE: 1/14/2022
LIMITS: b/t State Street and Brookside Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 62-64 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock N Y
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 7,812 (1)
14. Length of segment (miles) 0.28 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 39 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 35 (1)
4. Range of speeds (mph) 25 - 46 (1)
5. 10 mile per hour pace speed (mph) 31 - 40 (1)
6. Percent in 10 miles per hour pace 72.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.12 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Dip (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 729 of 1131 ROADWAY: Center Street SEGMENT #22 DATE: 1/14/2022
LIMITS: b/t Brookside Avenue and Cypress Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 44 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential/Education Residential
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 6,106 (1)
14. Length of segment (miles) 0.66 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 37 (1)
2. Average speed (mph) 33 (1)
3. 50th percentile speed (mph) 33 (1)
4. Range of speeds (mph) 22 - 44 (1)
5. 10 mile per hour pace speed (mph) 29 - 38 (1)
6. Percent in 10 miles per hour pace 80.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 6 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.55 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 730 of 1131 ROADWAY: Center Street SEGMENT #23 DATE: 1/14/2022
LIMITS: b/t Cypress Avenue and Crescent Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 50 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential Residential/Commercial
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) Y
12. Street illumination at intersections N Y
13. Two-way daily traffic volume (ADT) 6,967 (1)
14. Length of segment (miles) 0.62 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 40 (1)
2. Average speed (mph) 36 (1)
3. 50th percentile speed (mph) 35 (1)
4. Range of speeds (mph) 24 - 46 (1)
5. 10 mile per hour pace speed (mph) 31 - 40 (1)
6. Percent in 10 miles per hour pace 69.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 6 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.45 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 731 of 1131 ROADWAY: Center Street SEGMENT #24 DATE: 1/14/2022
LIMITS: b/t Crescent Avenue and Ridge Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 28-38 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 964 (1)
14. Length of segment (miles) 0.75 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 39 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 35 (1)
4. Range of speeds (mph) 24 - 46 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 72.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.41 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 732 of 1131 ROADWAY: Central Avenue SEGMENT #25 DATE: 1/14/2022
LIMITS: b/t University Street and Judson Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 32-35 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y Y (Partial)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 1,221 (1)
14. Length of segment (miles) 0.60 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 37 (1)
2. Average speed (mph) 31 (1)
3. 50th percentile speed (mph) 30 (1)
4. Range of speeds (mph) 22 - 44 (1)
5. 10 mile per hour pace speed (mph) 24 - 33 (1)
6. Percent in 10 miles per hour pace 65.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 4 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 5.73 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 733 of 1131 ROADWAY: Church Street SEGMENT #26 DATE: 1/14/2022
LIMITS: b/t Pioneer Avenue and Redlands Boulevard JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 32-62 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P/R (Partial) (1)
4. On-street parking (Y/N) Y (Partial) Y
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Res./Commercial/Edu. Residential/Commercial
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y Y (Partial)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 8,579 (1)
14. Length of segment (miles) 1.83 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 40 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 37 (1)
4. Range of speeds (mph) 31 - 45 (1)
5. 10 mile per hour pace speed (mph) 33 - 42 (1)
6. Percent in 10 miles per hour pace 95.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 24 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.46 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Railroad, Bike Lanes/Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 734 of 1131 ROADWAY: Citrus Avenue SEGMENT #27 DATE: 1/14/2022
LIMITS: b/t Eureka Street and Orange Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 48-64 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P/R (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 25 (1)
6. Surrounding land uses Commercial/Education (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 9,557 (1)
14. Length of segment (miles) 0.15 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 34 (1)
2. Average speed (mph) 31 (1)
3. 50th percentile speed (mph) 31 (1)
4. Range of speeds (mph) 23-37 (1)
5. 10 mile per hour pace speed (mph) 27-36 (1)
6. Percent in 10 miles per hour pace 90.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Bike Lanes/Route (1)
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 735 of 1131 ROADWAY: Citrus Avenue SEGMENT #28 DATE: 1/14/2022
LIMITS: b/t Redlands Boulevard and University Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 48-64 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P/R (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 25 (1)
6. Surrounding land uses Commercial/Education (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 9,078 (1)
14. Length of segment (miles) 0.50 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 34 (1)
2. Average speed (mph) 30 (1)
3. 50th percentile speed (mph) 30 (1)
4. Range of speeds (mph) 21-40 (1)
5. 10 mile per hour pace speed (mph) 25-34 (1)
6. Percent in 10 miles per hour pace 80.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 12 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.85 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Bike Lanes/Route (1)
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 736 of 1131 ROADWAY: Citrus Avenue SEGMENT #29 DATE: 1/14/2022
LIMITS: b/t University Street and Wabash Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 62-64 (1)
2. Number of through travel lanes by direction 1-2 2
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 10,491 (1)
14. Length of segment (miles) 1.50 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 38 (1)
3. 50th percentile speed (mph) 38 (1)
4. Range of speeds (mph) 31 - 50 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 78.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 13 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.80 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 737 of 1131 ROADWAY: Colton Avenue SEGMENT #30 DATE: 1/14/2022
LIMITS: b/t Redlands Boulevard and Church Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P, R (Partial) (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 35
6. Surrounding land uses Commercial Residential
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 10,159 (1)
14. Length of segment (miles) 1.80 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 43 (1)
2. Average speed (mph) 38 (1)
3. 50th percentile speed (mph) 37 (1)
4. Range of speeds (mph) 29 - 48 (1)
5. 10 mile per hour pace speed (mph) 33 - 42 (1)
6. Percent in 10 miles per hour pace 73.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 70 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 3.64 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Railroad Crossing / Bike Lanes (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 738 of 1131 ROADWAY: Colton Avenue SEGMENT #31 DATE: 10/07/2022
LIMITS: b/t Church Street and Grove Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 44-48 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) R (Partial) (1)
4. On-street parking (Y/N) N Y (Partial)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential/Education (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 7,506 (1)
14. Length of segment (miles) 0.67 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 41 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 28 - 45 (1)
5. 10 mile per hour pace speed (mph) 33 - 42 (1)
6. Percent in 10 miles per hour pace 83.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 4 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.82 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Justin Tucker
Redlands Regular Meeting of 11-15-2022 Page 739 of 1131 ROADWAY: Colton Avenue SEGMENT #32 DATE: 1/14/2022
LIMITS: b/t Grove Street and Lincoln Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 46-62 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) Y
12. Street illumination at intersections Y (Partial) Y
13. Two-way daily traffic volume (ADT) 7,942 (1)
14. Length of segment (miles) 0.39 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 47 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 42 (1)
4. Range of speeds (mph) 33 - 50 (1)
5. 10 mile per hour pace speed (mph) 36 - 45 (1)
6. Percent in 10 miles per hour pace 79.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.10 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 740 of 1131 ROADWAY: Colton Avenue SEGMENT #33 DATE: 1/14/2022
LIMITS: b/t Dearborn Avenue and Wabash Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 62 (1)
2. Number of through travel lanes by direction 1-2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 6,725 (1)
14. Length of segment (miles) 0.40 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 48 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 42 (1)
4. Range of speeds (mph) 30 - 53 (1)
5. 10 mile per hour pace speed (mph) 39 - 48 (1)
6. Percent in 10 miles per hour pace 67.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.42 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 741 of 1131 ROADWAY: Crescent Avenue SEGMENT #34 DATE: 1/14/2022
LIMITS: b/t Ramona Drive and Serpentine Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 32-44 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 1,618 (1)
14. Length of segment (miles) 1.01 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 40 (1)
2. Average speed (mph) 36 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 27 - 47 (1)
5. 10 mile per hour pace speed (mph) 31 - 40 (1)
6. Percent in 10 miles per hour pace 78.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.21 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Bike Route / Bump (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 742 of 1131 ROADWAY: Crestview Road SEGMENT #35 DATE: 1/14/2022
LIMITS: b/t Ford Street to Buckingham Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (Partial) (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y Y (Partial)
11. Street illumination midblock N Y (Partial)
12. Street illumination at intersections N Y (Partial)
13. Two-way daily traffic volume (ADT) 394 (1)
14. Length of segment (miles) 0.81 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 37 (1)
2. Average speed (mph) 31 (1)
3. 50th percentile speed (mph) 32 (1)
4. Range of speeds (mph) 16 - 43 (1)
5. 10 mile per hour pace speed (mph) 28 - 37 (1)
6. Percent in 10 miles per hour pace 58.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 743 of 1131 ROADWAY: Cypress Avenue SEGMENT #36 DATE: 1/14/2022
LIMITS: b/t Terracina Boulevard to Center Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 70 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential / Commercial Residential / School
7. Does surrounding land use have direct access N Y
8. Frequency of driveways (frequent, rare, none) Rare Rare
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) N
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 5,521 (1)
14. Length of segment (miles) 1.14 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 43 (1)
2. Average speed (mph) 38 (1)
3. 50th percentile speed (mph) 38 (1)
4. Range of speeds (mph) 30 - 48 (1)
5. 10 mile per hour pace speed (mph) 35 - 44 (1)
6. Percent in 10 miles per hour pace 80.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 7 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.09 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 744 of 1131 ROADWAY: Cypress Avenue SEGMENT #37 DATE: 1/14/2022
LIMITS: b/t Center Street to Redlands Boulevard JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 70 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y Y (Partial)
10. Sidewalks present Y (1)
11. Street illumination midblock N Y
12. Street illumination at intersections N Y
13. Two-way daily traffic volume (ADT) 7,497 (1)
14. Length of segment (miles) 0.77 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 44 (1)
2. Average speed (mph) 39 (1)
3. 50th percentile speed (mph) 39 (1)
4. Range of speeds (mph) 31 - 51 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 76.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 11 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.93 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y Y
6. Other Bike Lanes / Bike Route (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 745 of 1131 ROADWAY: Cypress Avenue SEGMENT #38 DATE: 1/14/2022
LIMITS: b/t Redlands Boulevard to Citrus Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 57 (1)
2. Number of through travel lanes by direction 1-2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access N Y
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y N
13. Two-way daily traffic volume (ADT) 7,574 (1)
14. Length of segment (miles) 0.57 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 43 (1)
2. Average speed (mph) 38 (1)
3. 50th percentile speed (mph) 38 (1)
4. Range of speeds (mph) 28 - 50 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 69.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 8 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.95 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N N
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 746 of 1131 ROADWAY: Dearborn Street SEGMENT #39 DATE: 1/14/2022
LIMITS: b/t 5th Avenue to Colton Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 62 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 4,498 (1)
14. Length of segment (miles) 0.90 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 43 (1)
2. Average speed (mph) 38 (1)
3. 50th percentile speed (mph) 38 (1)
4. Range of speeds (mph) 29 - 49 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 71.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 747 of 1131 ROADWAY: Dearborn Street SEGMENT #40 DATE: 1/14/2022
LIMITS: b/t Colton Avenue to Lugonia Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y Y (Partial)
13. Two-way daily traffic volume (ADT) 3,088 (1)
14. Length of segment (miles) 0.42 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 36 (1)
2. Average speed (mph) 32 (1)
3. 50th percentile speed (mph) 32 (1)
4. Range of speeds (mph) 24 - 43 (1)
5. 10 mile per hour pace speed (mph) 27 - 36 (1)
6. Percent in 10 miles per hour pace 78.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 748 of 1131 ROADWAY: Dearborn Street SEGMENT #41 DATE: 1/14/2022
LIMITS: b/t Lugonia Avenue to San Bernardino Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access N (1)
8. Frequency of driveways (frequent, rare, none) None (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y N
11. Street illumination midblock Y N
12. Street illumination at intersections Y N
13. Two-way daily traffic volume (ADT) 1,656 (1)
14. Length of segment (miles) 0.42 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 48 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 30 - 54 (1)
5. 10 mile per hour pace speed (mph) 37 - 46 (1)
6. Percent in 10 miles per hour pace 64.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other N (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 749 of 1131 ROADWAY: Dearborn Street SEGMENT #42 DATE: 1/14/2022
LIMITS: b/t San Bernardino Avenue to Sessums Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 48 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Agriculture (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y N
11. Street illumination midblock N Y
12. Street illumination at intersections N Y
13. Two-way daily traffic volume (ADT) 1,305 (1)
14. Length of segment (miles) 0.27 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 40 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 35 (1)
4. Range of speeds (mph) 23 - 48 (1)
5. 10 mile per hour pace speed (mph) 31 - 40 (1)
6. Percent in 10 miles per hour pace 63.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 3.61 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 750 of 1131 ROADWAY: Elizabeth Street SEGMENT #43 DATE: 1/14/2022
LIMITS: b/t Garden Street to Crescent Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 35 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 1,427 (1)
14. Length of segment (miles) 0.87 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 49 (1)
2. Average speed (mph) 43 (1)
3. 50th percentile speed (mph) 43 (1)
4. Range of speeds (mph) 31 - 55 (1)
5. 10 mile per hour pace speed (mph) 39 - 48 (1)
6. Percent in 10 miles per hour pace 67.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.81 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone Y (1)
6. Other
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 751 of 1131 ROADWAY: Fern Avenue SEGMENT #44 DATE: 1/14/2022
LIMITS: b/t Redlands Boulevard to Cajon Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 36 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present N (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 4,663 (1)
14. Length of segment (miles) 0.87 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 41 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 26 - 48 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 79.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 752 of 1131 ROADWAY: Fern Avenue SEGMENT #45 DATE: 1/14/2022
LIMITS: b/t Cajon Street to Center Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 60 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 4,021 (1)
14. Length of segment (miles) 0.41 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 38 (1)
2. Average speed (mph) 34 (1)
3. 50th percentile speed (mph) 34 (1)
4. Range of speeds (mph) 23 - 43 (1)
5. 10 mile per hour pace speed (mph) 30 - 39 (1)
6. Percent in 10 miles per hour pace 78.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.68 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 753 of 1131 ROADWAY: Fern Avenue SEGMENT #46 DATE: 1/14/2022
LIMITS: b/t Center Street to San Mateo Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 60 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 3,844 (1)
14. Length of segment (miles) 0.41 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 44 (1)
2. Average speed (mph) 39 (1)
3. 50th percentile speed (mph) 39 (1)
4. Range of speeds (mph) 28 - 50 (1)
5. 10 mile per hour pace speed (mph) 35 - 44 (1)
6. Percent in 10 miles per hour pace 66.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y N
2. School Crosswalk Y N
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Dip / Bike Lanes (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 754 of 1131 ROADWAY: Fern Avenue SEGMENT #47 DATE: 1/14/2022
LIMITS: b/t San Mateo Street to Terracina Boulevard JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential / Commercial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 3,622 (1)
14. Length of segment (miles) 0.62 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 39 (1)
2. Average speed (mph) 34 (1)
3. 50th percentile speed (mph) 34 (1)
4. Range of speeds (mph) 25 - 46 (1)
5. 10 mile per hour pace speed (mph) 29 - 38 (1)
6. Percent in 10 miles per hour pace 78.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 4 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.85 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 755 of 1131 ROADWAY: Fifth Avenue SEGMENT #48 DATE: 1/14/2022
LIMITS: b/t Ford Street to Dearborn Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 62 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) Y (Partial) (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Residential / Open (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock N Y
12. Street illumination at intersections N Y
13. Two-way daily traffic volume (ADT) 8,435 (1)
14. Length of segment (miles) 0.43 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 50 (1)
2. Average speed (mph) 45 (1)
3. 50th percentile speed (mph) 44 (1)
4. Range of speeds (mph) 35 - 56 (1)
5. 10 mile per hour pace speed (mph) 39 - 48 (1)
6. Percent in 10 miles per hour pace 71.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.61 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 756 of 1131 ROADWAY: Fifth Avenue SEGMENT #49 DATE: 1/14/2022
LIMITS: b/t Dearborn Street to Wabash Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) Y (Partial) (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y N
8. Frequency of driveways (frequent, rare, none) Frequent Rare
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 6,622 (1)
14. Length of segment (miles) 0.40 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 49 (1)
2. Average speed (mph) 44 (1)
3. 50th percentile speed (mph) 44 (1)
4. Range of speeds (mph) 34 - 55 (1)
5. 10 mile per hour pace speed (mph) 39 - 48 (1)
6. Percent in 10 miles per hour pace 74.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.85 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 757 of 1131 ROADWAY: Ford Street SEGMENT #50 DATE: 1/14/2022
LIMITS: b/t Citrus Avenue to Fifth Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 63 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) Y (Partial) (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent None
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 5,207 (1)
14. Length of segment (miles) 0.32 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 47 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 35 - 53 (1)
5. 10 mile per hour pace speed (mph) 36 - 45 (1)
6. Percent in 10 miles per hour pace 78.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.44 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 758 of 1131 ROADWAY: Ford Street SEGMENT #51 DATE: 1/14/2022
LIMITS: b/t Fifth Avenue to Reservoir Road JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 34 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential/ Open (1)
7. Does surrounding land use have direct access Y (Partial) (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) N
10. Sidewalks present Y (Partial) N
11. Street illumination midblock Y (Partial) N
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 7,687 (1)
14. Length of segment (miles) 0.45 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 45 (1)
2. Average speed (mph) 40 (1)
3. 50th percentile speed (mph) 40 (1)
4. Range of speeds (mph) 30 - 50 (1)
5. 10 mile per hour pace speed (mph) 37 - 46 (1)
6. Percent in 10 miles per hour pace 74.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 5 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.59 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 759 of 1131 ROADWAY: Ford Street SEGMENT #52 DATE: 1/14/2022
LIMITS: b/t Reservoir Road to Sunset Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) R (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Commercial / Open (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y N
11. Street illumination midblock Y N
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 8,954 (1)
14. Length of segment (miles) 0.36 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 48 (1)
2. Average speed (mph) 41 (1)
3. 50th percentile speed (mph) 40 (1)
4. Range of speeds (mph) 30 - 54 (1)
5. 10 mile per hour pace speed (mph) 35 - 44 (1)
6. Percent in 10 miles per hour pace 63.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 21 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 7.54 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 760 of 1131 ROADWAY: Ford Street SEGMENT #53 DATE: 1/14/2022
LIMITS: b/t Sunset Drive to Garden Hill Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 2,882 (1)
14. Length of segment (miles) 0.45 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 44 (1)
2. Average speed (mph) 40 (1)
3. 50th percentile speed (mph) 40 (1)
4. Range of speeds (mph) 31 - 50 (1)
5. 10 mile per hour pace speed (mph) 35 - 44 (1)
6. Percent in 10 miles per hour pace 74.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone Y (1)
6. Other (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 761 of 1131 ROADWAY: Franklin Avenue SEGMENT #54 DATE: 1/14/2022
LIMITS: b/t Eucalyptus Drive to Oak Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 0.39 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 677 (1)
14. Length of segment (miles) 0.38 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 36 (1)
2. Average speed (mph) 30 (1)
3. 50th percentile speed (mph) 30 (1)
4. Range of speeds (mph) 20 - 42 (1)
5. 10 mile per hour pace speed (mph) 23 - 32 (1)
6. Percent in 10 miles per hour pace 66.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Dip (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 762 of 1131 ROADWAY: Franklin Avenue SEGMENT #55 DATE: 1/14/2022
LIMITS: b/t Oak Street to Garden Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 25 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock N Y
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 757 (1)
14. Length of segment (miles) 0.40 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 39 (1)
2. Average speed (mph) 34 (1)
3. 50th percentile speed (mph) 34 (1)
4. Range of speeds (mph) 24 - 45 (1)
5. 10 mile per hour pace speed (mph) 30 - 39 (1)
6. Percent in 10 miles per hour pace 74.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 3.72 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 763 of 1131 ROADWAY: Garden Street SEGMENT #56 DATE: 1/14/2022
LIMITS: b/t Mariposa Drive to Cajon Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 51 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N / P (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 2,964 (1)
14. Length of segment (miles) 1.24 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 45 (1)
2. Average speed (mph) 41 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 34 - 51 (1)
5. 10 mile per hour pace speed (mph) 37 - 46 (1)
6. Percent in 10 miles per hour pace 81.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.53 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y Y
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 764 of 1131 ROADWAY: Grove Street SEGMENT #57 DATE: 1/14/2022
LIMITS: b/t Highland Avenue to Citrus Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y Y (Partial)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 1,132 (1)
14. Length of segment (miles) 0.39 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 38 (1)
2. Average speed (mph) 33 (1)
3. 50th percentile speed (mph) 32 (1)
4. Range of speeds (mph) 24 - 43 (1)
5. 10 mile per hour pace speed (mph) 28 - 37 (1)
6. Percent in 10 miles per hour pace 72.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.57 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 765 of 1131 ROADWAY: Grove Street SEGMENT #58 DATE: 1/14/2022
LIMITS: b/t Citrus Avenue to Brockton Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 38 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 2,619 (1)
14. Length of segment (miles) 0.65 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 41 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 34 (1)
4. Range of speeds (mph) 25 - 49 (1)
5. 10 mile per hour pace speed (mph) 28 - 37 (1)
6. Percent in 10 miles per hour pace 63.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.82 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 766 of 1131 ROADWAY: Highland Avenue SEGMENT #59 DATE: 1/14/2022
LIMITS: b/t Ford Street to Cajon Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 1-2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) Y (Partial Y
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential / Commercial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) Y
10. Sidewalks present Y (Partial) Y
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 5,125 (1)
14. Length of segment (miles) 0.95 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 49 (1)
2. Average speed (mph) 43 (1)
3. 50th percentile speed (mph) 43 (1)
4. Range of speeds (mph) 32 - 52 (1)
5. 10 mile per hour pace speed (mph) 40 - 49 (1)
6. Percent in 10 miles per hour pace 71.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 9 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.83 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (Partial (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 767 of 1131 ROADWAY: Highland Avenue SEGMENT #60 DATE: 1/14/2022
LIMITS: b/t Cajon Street to San Mateo Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 6,740 (1)
14. Length of segment (miles) 0.93 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 41 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 37 (1)
4. Range of speeds (mph) 27 - 47 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 75.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 10 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.59 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 768 of 1131 ROADWAY: Highland Avenue SEGMENT #61 DATE: 1/14/2022
LIMITS: b/t San Mateo Street to Serpentine Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 42 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present N Y
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 1,655 (1)
14. Length of segment (miles) 0.19 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 31 (1)
2. Average speed (mph) 28 (1)
3. 50th percentile speed (mph) 27 (1)
4. Range of speeds (mph) 21 - 37 (1)
5. 10 mile per hour pace speed (mph) 23 - 32 (1)
6. Percent in 10 miles per hour pace 88.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Dip (1)
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 769 of 1131 ROADWAY: Judson Street SEGMENT #62 DATE: 1/14/2022
LIMITS: b/t Citrus Avenue to Colton Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 62 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (Partial) (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y N
8. Frequency of driveways (frequent, rare, none) Frequent Rare
9. Curb and gutter present Y Y (Partial)
10. Sidewalks present Y (Partial) Y
11. Street illumination midblock Y (Partial) Y
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 6,745 (1)
14. Length of segment (miles) 0.40 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 45 (1)
2. Average speed (mph) 41 (1)
3. 50th percentile speed (mph) 40 (1)
4. Range of speeds (mph) 31 - 51 (1)
5. 10 mile per hour pace speed (mph) 35 - 44 (1)
6. Percent in 10 miles per hour pace 80.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.42 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lane / Bike Route (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 770 of 1131 ROADWAY: Judson Street SEGMENT #63 DATE: 1/14/2022
LIMITS: b/t Colton Avenue to Lugonia Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y Y (Partial)
11. Street illumination midblock Y N
12. Street illumination at intersections Y N
13. Two-way daily traffic volume (ADT) 5,714 (1)
14. Length of segment (miles) 0.41 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 39 (1)
3. 50th percentile speed (mph) 38 (1)
4. Range of speeds (mph) 31 - 48 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 89.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.48 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes / Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 771 of 1131 ROADWAY: Judson Street SEGMENT #64 DATE: 1/14/2022
LIMITS: b/t Lugonia Avenue to Pioneer Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 44 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Res. / Com. / School Residential
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 2,968 (1)
14. Length of segment (miles) 0.66 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 40 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 34 (1)
4. Range of speeds (mph) 27 - 47 (1)
5. 10 mile per hour pace speed (mph) 30 - 39 (1)
6. Percent in 10 miles per hour pace 77.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.05 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 772 of 1131 ROADWAY: Lugonia Avenue SEGMENT #65 DATE: 1/14/2022
LIMITS: b/t 1500' w/o Research Drive to California Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 80 (1)
2. Number of through travel lanes by direction 1-2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (Partial) / N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 50 (1)
6. Surrounding land uses Commercial / Industrial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) Y
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 786 (1)
14. Length of segment (miles) 0.78 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 54 (1)
2. Average speed (mph) 48 (1)
3. 50th percentile speed (mph) 47 (1)
4. Range of speeds (mph) 36 - 59 (1)
5. 10 mile per hour pace speed (mph) 43 - 52 (1)
6. Percent in 10 miles per hour pace 63.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.65 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 50 50
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 773 of 1131 ROADWAY: Lugonia Avenue SEGMENT #66 DATE: 1/14/2022
LIMITS: b/t California Street to Alabama Street (eastbound) JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 54 (1)
2. Number of through travel lanes by direction 1-2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) Y (Partial) (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Commercial / Industrial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 5,655 (1)
14. Length of segment (miles) 0.90 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 47 (1)
2. Average speed (mph) 43 (1)
3. 50th percentile speed (mph) 42 (1)
4. Range of speeds (mph) 32 - 54 (1)
5. 10 mile per hour pace speed (mph) 37 - 46 (1)
6. Percent in 10 miles per hour pace 72.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 8 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.57 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 774 of 1131 ROADWAY: Lugonia Avenue SEGMENT #67 DATE: 1/14/2022
LIMITS: b/t Alabama Street to Tennessee Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 70 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Retail (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) None (1)
9. Curb and gutter present Y Y
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 15,112 (1)
14. Length of segment (miles) 0.46 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 44 (1)
2. Average speed (mph) 41 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 34 - 49 (1)
5. 10 mile per hour pace speed (mph) 37 - 46 (1)
6. Percent in 10 miles per hour pace 86.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 10 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.57 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 775 of 1131 ROADWAY: Lugonia Avenue SEGMENT #68 DATE: 1/14/2022
LIMITS: b/t Tennessee Street to Texas Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 2 1
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) N Y
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 17,580 (1)
14. Length of segment (miles) 0.36 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 43 (1)
2. Average speed (mph) 39 (1)
3. 50th percentile speed (mph) 39 (1)
4. Range of speeds (mph) 30 - 48 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 80.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 10 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.83 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other N (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 776 of 1131 ROADWAY: Lugonia Avenue SEGMENT #69 DATE: 1/14/2022
LIMITS: b/t Texas Street to Orange Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 60 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) N
12. Street illumination at intersections Y (Partial) N
13. Two-way daily traffic volume (ADT) 16,227 (1)
14. Length of segment (miles) 0.41 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 45 (1)
2. Average speed (mph) 41 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 32 - 49 (1)
5. 10 mile per hour pace speed (mph) 36 - 45 (1)
6. Percent in 10 miles per hour pace 80.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 5 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.84 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 777 of 1131 ROADWAY: Mariposa Drive SEGMENT #70 DATE: 1/14/2022
LIMITS: b/t Wabash Avenue to Country Club Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 36 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 531 (1)
14. Length of segment (miles) 0.28 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 38 (1)
2. Average speed (mph) 33 (1)
3. 50th percentile speed (mph) 32 (1)
4. Range of speeds (mph) 21 - 46 (1)
5. 10 mile per hour pace speed (mph) 29 - 38 (1)
6. Percent in 10 miles per hour pace 63.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other N (1)
E. Recommended speed limit (mph)3
35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 778 of 1131 ROADWAY: Mariposa Drive SEGMENT #71 DATE: 1/14/2022
LIMITS: b/t Country Club Drive to Garden Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 32 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present N (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 2,933 (1)
14. Length of segment (miles) 0.56 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 40 (1)
2. Average speed (mph) 36 (1)
3. 50th percentile speed (mph) 37 (1)
4. Range of speeds (mph) 28 - 45 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 82.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.64 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other N (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 779 of 1131 ROADWAY: Mariposa Drive SEGMENT #72 DATE: 1/14/2022
LIMITS: b/t Halsey Street to Dwight Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 28 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present N (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 130 (1)
14. Length of segment (miles) 0.24 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 26 (1)
2. Average speed (mph) 20 (1)
3. 50th percentile speed (mph) 20 (1)
4. Range of speeds (mph) 10 - 32 (1)
5. 10 mile per hour pace speed (mph) 15 - 24 (1)
6. Percent in 10 miles per hour pace 61.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 25 25
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 780 of 1131 ROADWAY: Mountain View Avenue SEGMENT #73 DATE: 1/14/2022 LIMITS: b/t I-10 Freeway to Central Avenue (northbound) JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1-2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P / R (Partial) (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 45
6. Surrounding land uses Industrial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (Partial) Y
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 11,197 (1)
14. Length of segment (miles) 1.21 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 54 (1)
2. Average speed (mph) 49 (1)
3. 50th percentile speed (mph) 49 (1)
4. Range of speeds (mph) 40 - 59 (1)
5. 10 mile per hour pace speed (mph) 45 - 54 (1)
6. Percent in 10 miles per hour pace 74.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 8 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.58 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 50 50
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 781 of 1131 ROADWAY: New York Street SEGMENT #74 DATE: 1/14/2022
LIMITS: b/t Colton Avenue to Lugonia Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 36 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 40
6. Surrounding land uses Commercial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) Y
11. Street illumination midblock Y (Partial) Y
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 4,327 (1)
14. Length of segment (miles) 0.4 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 45 (1)
2. Average speed (mph) 40 (1)
3. 50th percentile speed (mph) 40 (1)
4. Range of speeds (mph) 30 - 52 (1)
5. 10 mile per hour pace speed (mph) 35 - 44 (1)
6. Percent in 10 miles per hour pace 74.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.65 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 782 of 1131 ROADWAY: Olive Avenue SEGMENT #75 DATE: 1/14/2022
LIMITS: b/t Citrus Avenue to San Mateo Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 56 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35
6. Surrounding land uses Residential / Education (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 3,787 (1)
14. Length of segment (miles) 1.16 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 35 (1)
2. Average speed (mph) 32 (1)
3. 50th percentile speed (mph) 31 (1)
4. Range of speeds (mph) 25 - 41 (1)
5. 10 mile per hour pace speed (mph) 27 - 36 (1)
6. Percent in 10 miles per hour pace 91.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 5 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.11 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 783 of 1131 ROADWAY: Olive Avenue SEGMENT #76 DATE: 1/14/2022
LIMITS: b/t San Mateo Street to Terracina Boulevard JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 4,343 (1)
14. Length of segment (miles) 0.7 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 37 (1)
4. Range of speeds (mph) 28 - 46 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 74.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.67 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 784 of 1131 ROADWAY: Orange Street SEGMENT #77 DATE: 1/14/2022
LIMITS: b/t Lugonia Avenue to Pioneer Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 1-2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N / R (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 12,289 (1)
14. Length of segment (miles) 0.66 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 43 (1)
2. Average speed (mph) 40 (1)
3. 50th percentile speed (mph) 40 (1)
4. Range of speeds (mph) 32 - 47 (1)
5. 10 mile per hour pace speed (mph) 36 - 45 (1)
6. Percent in 10 miles per hour pace 88.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 21 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.67 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 785 of 1131 ROADWAY: Orange Street SEGMENT #78 DATE: 1/14/2022
LIMITS: b/t Pioneer Avenue to Hubbard Court JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 60 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access N (1)
8. Frequency of driveways (frequent, rare, none) None (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 17,212 (1)
14. Length of segment (miles) 0.18 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 45 (1)
2. Average speed (mph) 41 (1)
3. 50th percentile speed (mph) 40 (1)
4. Range of speeds (mph) 31 - 49 (1)
5. 10 mile per hour pace speed (mph) 36 - 45 (1)
6. Percent in 10 miles per hour pace 82.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 786 of 1131 ROADWAY: Orange Street SEGMENT #79 DATE: 1/14/2022
LIMITS: b/t Hubbard Court to City Limits JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 24 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 50 (1)
6. Surrounding land uses Open (1)
7. Does surrounding land use have direct access N (1)
8. Frequency of driveways (frequent, rare, none) None (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present N (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 17,324 (1)
14. Length of segment (miles) 0.25 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 54 (1)
2. Average speed (mph) 51 (1)
3. 50th percentile speed (mph) 51 (1)
4. Range of speeds (mph) 43 - 60 (1)
5. 10 mile per hour pace speed (mph) 46 - 55 (1)
6. Percent in 10 miles per hour pace 87% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.91 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 50 50
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 787 of 1131 ROADWAY: Orange Tree Lane SEGMENT #80 DATE: 1/14/2022
LIMITS: b/t California Street to Nevada Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 46 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Commercial (1)
7. Does surrounding land use have direct access Yes (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) Y
11. Street illumination midblock N (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 4,079 (1)
14. Length of segment (miles) 0.43 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 39 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 34 (1)
4. Range of speeds (mph) 25 - 46 (1)
5. 10 mile per hour pace speed (mph) 30 - 39 (1)
6. Percent in 10 miles per hour pace 76.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 788 of 1131 ROADWAY: Orange Tree Lane SEGMENT #81 DATE: 1/14/2022
LIMITS: b/t Nevada Street to Alabama Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 48 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Commercial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 3,298 (1)
14. Length of segment (miles) 0.42 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 44 (1)
2. Average speed (mph) 39 (1)
3. 50th percentile speed (mph) 39 (1)
4. Range of speeds (mph) 28 - 50 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 65.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.80 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 789 of 1131 ROADWAY: Pacific Street SEGMENT #82 DATE: 1/14/2022
LIMITS: b/t Crescent Avenue to Carob Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 36 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 25
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Yes (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (Partial) Y
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y N
13. Two-way daily traffic volume (ADT) 332 (1)
14. Length of segment (miles) 0.26 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 34 (1)
2. Average speed (mph) 28 (1)
3. 50th percentile speed (mph) 28 (1)
4. Range of speeds (mph) 16 - 36 (1)
5. 10 mile per hour pace speed (mph) 27 - 36 (1)
6. Percent in 10 miles per hour pace 68.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 25 25
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 790 of 1131 ROADWAY: Pacific Street SEGMENT #83 DATE: 1/14/2022
LIMITS: b/t Carob Street to Ridge Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 24 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 20
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Curb Only (1)
10. Sidewalks present N (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 217 (1)
14. Length of segment (miles) 0.41 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 30 (1)
2. Average speed (mph) 25 (1)
3. 50th percentile speed (mph) 24 (1)
4. Range of speeds (mph) 17 - 35 (1)
5. 10 mile per hour pace speed (mph) 20 - 29 (1)
6. Percent in 10 miles per hour pace 70.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 25.20 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 25 25
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Robert Kahn
Redlands Regular Meeting of 11-15-2022 Page 791 of 1131 ROADWAY: Palm Avenue SEGMENT #84 DATE: 1/14/2022
LIMITS: b/t Serpentine Drive to San Mateo Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 38 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock N Y
12. Street illumination at intersections N Y
13. Two-way daily traffic volume (ADT) 1,103 (1)
14. Length of segment (miles) 0.15 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 37 (1)
2. Average speed (mph) 32 (1)
3. 50th percentile speed (mph) 33 (1)
4. Range of speeds (mph) 22 - 44 (1)
5. 10 mile per hour pace speed (mph) 28 - 37 (1)
6. Percent in 10 miles per hour pace 73.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 11.19 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 792 of 1131 ROADWAY: Palm Avenue SEGMENT #85 DATE: 1/14/2022
LIMITS: b/t San Mateo St. to Ford St. JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 50 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) Y
13. Two-way daily traffic volume (ADT) 4,445 (1)
14. Length of segment (miles) 2.12 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 43 (1)
2. Average speed (mph) 38 (1)
3. 50th percentile speed (mph) 38 (1)
4. Range of speeds (mph) 29 - 48 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 75.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 21 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.11 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 793 of 1131 ROADWAY: Palmetto Avenue SEGMENT #86 DATE: 1/14/2022
LIMITS: b/t Nevada Street to California Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 44 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Industrial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 2,475 (1)
14. Length of segment (miles) 0.4 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 45 (1)
2. Average speed (mph) 39 (1)
3. 50th percentile speed (mph) 39 (1)
4. Range of speeds (mph) 26 - 50 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 61.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 794 of 1131 ROADWAY: Palmetto Avenue SEGMENT #87 DATE: 1/14/2022
LIMITS: b/t California Street to Marigold Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) Not Posted (1)
6. Surrounding land uses Industrial (1)
7. Does surrounding land use have direct access Rare (1)
8. Frequency of driveways (frequent, rare, none)
9. Curb and gutter present Y (1)
10. Sidewalks present Y N
11. Street illumination midblock N Y
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 1,484 (1)
14. Length of segment (miles) 0.30 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 44 (1)
2. Average speed (mph) 38 (1)
3. 50th percentile speed (mph) 37 (1)
4. Range of speeds (mph) 25 - 52 (1)
5. 10 mile per hour pace speed (mph) 35 - 44 (1)
6. Percent in 10 miles per hour pace 53.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 795 of 1131 ROADWAY: Palo Alto Drive SEGMENT #88 DATE: 1/14/2022
LIMITS: b/t Country Club Drive to Mirasol Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present N Y
11. Street illumination midblock N Y
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 1,164 (1)
14. Length of segment (miles) 0.18 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 40 (1)
2. Average speed (mph) 34 (1)
3. 50th percentile speed (mph) 34 (1)
4. Range of speeds (mph) 20 - 46 (1)
5. 10 mile per hour pace speed (mph) 31 - 40 (1)
6. Percent in 10 miles per hour pace 59.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N 0.18
2. School Crosswalk N 0.18
3. Vertical Curves Y 0.18
4. Horizontal Curves Y 0.18
5. School Speed Zone N 0.18
6. Other 0.18
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 796 of 1131 ROADWAY: Palo Alto Drive SEGMENT #89 DATE: 1/14/2022
LIMITS: b/t Mirasol Drive to Sunset Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 44 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 25
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present N Y (Partial)
11. Street illumination midblock N (1)
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 807 (1)
14. Length of segment (miles) 0.58 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 36 (1)
2. Average speed (mph) 31 (1)
3. 50th percentile speed (mph) 32 (1)
4. Range of speeds (mph) 21 - 39 (1)
5. 10 mile per hour pace speed (mph) 26 - 35 (1)
6. Percent in 10 miles per hour pace 74.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone Y (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 797 of 1131 ROADWAY: Pennsylvania Avenue SEGMENT #90 DATE: 1/14/2022 LIMITS: b/t Texas Street to Orange Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 30
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 2,987 (1)
14. Length of segment (miles) 0.28 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 41 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 35 (1)
4. Range of speeds (mph) 24 - 48 (1)
5. 10 mile per hour pace speed (mph) 29 - 38 (1)
6. Percent in 10 miles per hour pace 63.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 4.50 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 798 of 1131 ROADWAY: Pennsylvania Avenue SEGMENT #91 DATE: 1/14/2022 LIMITS: b/t Orange Street to Church Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40
2. Number of through travel lanes by direction 1
3. Median Type (P = Painted, R = Raised, N = No Median) N
4. On-street parking (Y/N) Y (Partial)
5. Speed limit (mph) 30
6. Surrounding land uses Residential
7. Does surrounding land use have direct access Y
8. Frequency of driveways (frequent, rare, none) Frequent
9. Curb and gutter present Y (Partial)
10. Sidewalks present Y
11. Street illumination midblock Y
12. Street illumination at intersections N
13. Two-way daily traffic volume (ADT) 2,702 (1)
14. Length of segment (miles) 0.40 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 39 (1)
2. Average speed (mph) 34 (1)
3. 50th percentile speed (mph) 33 (1)
4. Range of speeds (mph) 25 - 44 (1)
5. 10 mile per hour pace speed (mph) 29 - 38 (1)
6. Percent in 10 miles per hour pace 71.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 4 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 4.17 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y
2. School Crosswalk Y
3. Vertical Curves N
4. Horizontal Curves N
5. School Speed Zone Y
6. Other Bike Route
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 799 of 1131 ROADWAY: Pennsylvania Avenue SEGMENT #92 DATE: 1/14/2022 LIMITS: b/t Church Street to Universtity Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y N
13. Two-way daily traffic volume (ADT) 1,732 (1)
14. Length of segment (miles) 0.28 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 39 (1)
2. Average speed (mph) 33 (1)
3. 50th percentile speed (mph) 33 (1)
4. Range of speeds (mph) 25 - 43 (1)
5. 10 mile per hour pace speed (mph) 27 - 36 (1)
6. Percent in 10 miles per hour pace 69.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 800 of 1131 ROADWAY: Pennsylvania Avenue SEGMENT #93 DATE: 1/14/2022 LIMITS: b/t University Street to Judson Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) Y
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare Frequent
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y Y (Partial)
12. Street illumination at intersections Y Y (Partial)
13. Two-way daily traffic volume (ADT) 1,524 (1)
14. Length of segment (miles) 0.53 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 36 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 25 - 50 (1)
5. 10 mile per hour pace speed (mph) 31 - 40 (1)
6. Percent in 10 miles per hour pace 67.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.32 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 801 of 1131 ROADWAY: Pioneeer Avenue SEGMENT #94 DATE: 1/14/2022
LIMITS: b/t Texas Street to Orange Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 38 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y N
8. Frequency of driveways (frequent, rare, none) Frequent None
9. Curb and gutter present Y (1)
10. Sidewalks present Y Y (Partial)
11. Street illumination midblock N (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 5,599 (1)
14. Length of segment (miles) 0.41 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 37 (1)
4. Range of speeds (mph) 28 - 46 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 72.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.98 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 802 of 1131 ROADWAY: Pioneer Avenue SEGMENT #95 DATE: 1/14/2022
LIMITS: b/t Orange Street to Occidental Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) Y (Partial)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 5,344 (1)
14. Length of segment (miles) 0.65 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 38 (1)
4. Range of speeds (mph) 25 - 50 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 65.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 4 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.19 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 803 of 1131 ROADWAY: Pioneer Avenue SEGMENT #96 DATE: 1/14/2022
LIMITS: b/t Occidental Drive to Dearborn Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 32/44 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N/P (Partial) (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses None (1)
7. Does surrounding land use have direct access N (1)
8. Frequency of driveways (frequent, rare, none) Rare N
9. Curb and gutter present Y (Partial) Y (Partial)
10. Sidewalks present Y (Partial) Y (Partial)
11. Street illumination midblock Y (Partial) Y (Partial)
12. Street illumination at intersections Y N
13. Two-way daily traffic volume (ADT) 3,105 (1)
14. Length of segment (miles) 1.02 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 48 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 42 (1)
4. Range of speeds (mph) 30 - 55 (1)
5. 10 mile per hour pace speed (mph) 37 - 46 (1)
6. Percent in 10 miles per hour pace 58.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.62 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 804 of 1131 ROADWAY: Pioneer Avenue SEGMENT #97 DATE: 1/14/2022
LIMITS: b/t Texas Street to I-210 Freeway JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 42 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) Not Posted (1)
6. Surrounding land uses Educational (1)
7. Does surrounding land use have direct access N Y
8. Frequency of driveways (frequent, rare, none) None Rare
9. Curb and gutter present Y (Partial) Y (Partial)
10. Sidewalks present Y (Partial) Y (Partial)
11. Street illumination midblock N Y
12. Street illumination at intersections N Y
13. Two-way daily traffic volume (ADT) 4,109 (1)
14. Length of segment (miles) 0.45 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 47 (1)
2. Average speed (mph) 41 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 29 - 53 (1)
5. 10 mile per hour pace speed (mph) 36 - 45 (1)
6. Percent in 10 miles per hour pace 63.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.78 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone Y (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 805 of 1131 ROADWAY: Redlands Boulevard SEGMENT #98 DATE: 1/14/2022 LIMITS: b/t California Street to Texas Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 76 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P / R (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Commerical (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 9,160 (1)
14. Length of segment (miles) 1.97 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 46 (1)
2. Average speed (mph) 41 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 31 - 53 (1)
5. 10 mile per hour pace speed (mph) 38 - 47 (1)
6. Percent in 10 miles per hour pace 71.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 59 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 3.11 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 806 of 1131 ROADWAY: Redlands Boulevard SEGMENT #99 DATE: 1/14/2022 LIMITS: b/t Texas Street to Eureka Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) R/P (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Commercial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 12,597 (1)
14. Length of segment (miles) 0.23 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 41 (1)
2. Average speed (mph) 36 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 28 - 45 (1)
5. 10 mile per hour pace speed (mph) 33 - 42 (1)
6. Percent in 10 miles per hour pace 74% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.94 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N
2. School Crosswalk N
3. Vertical Curves N
4. Horizontal Curves Y
5. School Speed Zone N
6. Other Bike Route
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 807 of 1131 ROADWAY: Redlands Boulevard SEGMENT #100 DATE: 1/14/2022 LIMITS: b/t Eureka Street to Citrus Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 92 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) R (1)
4. On-street parking (Y/N) N Y
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Commercial/Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 15,875 (1)
14. Length of segment (miles) 0.63 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 32 (1)
2. Average speed (mph) 29 (1)
3. 50th percentile speed (mph) 29 (1)
4. Range of speeds (mph) 23 - 40 (1)
5. 10 mile per hour pace speed (mph) 24 - 33 (1)
6. Percent in 10 miles per hour pace 86.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 18 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.87 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 808 of 1131 ROADWAY: Redlands Boulevard SEGMENT #101 DATE: 1/14/2022 LIMITS: Citrus Avenue to Highland Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 88 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) R (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential/Commercial (1)
7. Does surrounding land use have direct access N Y
8. Frequency of driveways (frequent, rare, none) None Rare
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock N Y
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 15,253 (1)
14. Length of segment (miles) 0.95 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 37 (1)
4. Range of speeds (mph) 26 - 48 (1)
5. 10 mile per hour pace speed (mph) 33 - 42 (1)
6. Percent in 10 miles per hour pace 73.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 18 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.23 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 809 of 1131 ROADWAY: Redlands Boulevard SEGMENT #102 DATE: 1/14/2022 LIMITS: Highland Avenue to Ford Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) R (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 50 (1)
6. Surrounding land uses None (1)
7. Does surrounding land use have direct access N (1)
8. Frequency of driveways (frequent, rare, none) None (1)
9. Curb and gutter present N (1)
10. Sidewalks present N (1)
11. Street illumination midblock N Y
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 13,024 (1)
14. Length of segment (miles) 0.52 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 55 (1)
2. Average speed (mph) 50 (1)
3. 50th percentile speed (mph) 50 (1)
4. Range of speeds (mph) 37 - 62 (1)
5. 10 mile per hour pace speed (mph) 45 - 54 (1)
6. Percent in 10 miles per hour pace 69.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.16 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 50 50
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 810 of 1131 ROADWAY: Reservoir Road SEGMENT #103 DATE: 1/14/2022
LIMITS: Ford Street to Wabash Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 36 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Residential None
7. Does surrounding land use have direct access Y N
8. Frequency of driveways (frequent, rare, none) Rare N
9. Curb and gutter present Y (Partial) Y
10. Sidewalks present N Y
11. Street illumination midblock N Y
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 2,660 (1)
14. Length of segment (miles) 0.34 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 53 (1)
2. Average speed (mph) 47 (1)
3. 50th percentile speed (mph) 47 (1)
4. Range of speeds (mph) 36 - 59 (1)
5. 10 mile per hour pace speed (mph) 43 - 52 (1)
6. Percent in 10 miles per hour pace 65.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.60 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 50 50
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 811 of 1131 ROADWAY: Rossmont Drive SEGMENT #104 DATE: 1/14/2022
LIMITS: Garden Street to Sunset Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 23 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 25
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent Rare
9. Curb and gutter present Y (1)
10. Sidewalks present N (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 921 (1)
14. Length of segment (miles) 0.36 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 22 - 49 (1)
5. 10 mile per hour pace speed (mph) 29 - 38 (1)
6. Percent in 10 miles per hour pace 62.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 25 25
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 812 of 1131 ROADWAY: San Bernardino Avenue SEGMENT #105 DATE: 1/14/2022 LIMITS: Tennessee Street to Orange Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 78 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 45
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 12,899 (1)
14. Length of segment (miles) 0.88 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 48 (1)
2. Average speed (mph) 43 (1)
3. 50th percentile speed (mph) 43 (1)
4. Range of speeds (mph) 34 - 56 (1)
5. 10 mile per hour pace speed (mph) 38 - 47 (1)
6. Percent in 10 miles per hour pace 74.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 10 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.88 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lane (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 813 of 1131 ROADWAY: San Bernadino Avenue SEGMENT #106 DATE: 1/14/2022 LIMITS: Orange Street to University Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y N
8. Frequency of driveways (frequent, rare, none) Rare None
9. Curb and gutter present Y (1)
10. Sidewalks present Y Y (Partial)
11. Street illumination midblock Y N
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 10,147 (1)
14. Length of segment (miles) 0.78 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 44 (1)
2. Average speed (mph) 40 (1)
3. 50th percentile speed (mph) 40 (1)
4. Range of speeds (mph) 29 - 51 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 73.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 8 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.02 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Bike Lane (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 814 of 1131 ROADWAY: San Bernardino Ave SEGMENT #107 DATE: 1/14/2022 LIMITS: University Street to Wabash Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 37-64 (1)
2. Number of through travel lanes by direction 1 1-2
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 45
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access N (1)
8. Frequency of driveways (frequent, rare, none) None (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 7,117 (1)
14. Length of segment (miles) 1.53 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 46 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 42 (1)
4. Range of speeds (mph) 31 - 54 (1)
5. 10 mile per hour pace speed (mph) 37 - 46 (1)
6. Percent in 10 miles per hour pace 74.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 6 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.53 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lane / Bike Route (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 815 of 1131 ROADWAY: San Bernardino Avenue SEGMENT #108 DATE: 1/14/2022 LIMITS: Mountain View Avenue to California Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 105 (1)
2. Number of through travel lanes by direction 3 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) N Y
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Industrial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 13,197 (1)
14. Length of segment (miles) 0.9 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 53 (1)
2. Average speed (mph) 47 (1)
3. 50th percentile speed (mph) 47 (1)
4. Range of speeds (mph) 33 - 58 (1)
5. 10 mile per hour pace speed (mph) 45 - 54 (1)
6. Percent in 10 miles per hour pace 61.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.25 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.44) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 50 50
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 816 of 1131 ROADWAY: San Mateo Street SEGMENT #109 DATE: 1/14/2022
LIMITS: Brookside Avenue to Fern Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 9,701 (1)
14. Length of segment (miles) 0.4 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 40 (1)
2. Average speed (mph) 36 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 27 - 47 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 82.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.87 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 817 of 1131 ROADWAY: San Mateo Street SEGMENT #110 DATE: 1/14/2022
LIMITS: Fern Avenue to Highland Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 1-2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential / Educational (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) Y
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 7,405 (1)
14. Length of segment (miles) 0.66 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 39 (1)
2. Average speed (mph) 36 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 26 - 47 (1)
5. 10 mile per hour pace speed (mph) 33 - 42 (1)
6. Percent in 10 miles per hour pace 85.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 5 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.06 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone Y (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 818 of 1131 ROADWAY: San Timoteo Canyon Road SEGMENT #111 DATE: 1/14/2022 LIMITS: Fern Avenue to Barton Road JOB #: 2531-2021-01
DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 22 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 30 / 45 35
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present N (1)
10. Sidewalks present N (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections N Y
13. Two-way daily traffic volume (ADT) 8,612 (1)
14. Length of segment (miles) 1.22 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 47 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 42 (1)
4. Range of speeds (mph) 30 - 53 (1)
5. 10 mile per hour pace speed (mph) 38 - 47 (1)
6. Percent in 10 miles per hour pace 70.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 15 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.39 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 819 of 1131 ROADWAY: Sunset Drive SEGMENT #112 DATE: 1/14/2022
LIMITS: Vinton Way to Alta Vista Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 28-64 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present N (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 867 (1)
14. Length of segment (miles) 0.93 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 44 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 38 (1)
4. Range of speeds (mph) 20 - 51 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 55.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 3.70 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 820 of 1131 ROADWAY: Sunset Drive SEGMENT #113 DATE: 1/14/2022
LIMITS: Alta Vista Drive to Panorama Point JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 28 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 25 / 30 (1)
6. Surrounding land uses Residential / Commercial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present N (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 517 (1)
14. Length of segment (miles) 0.47 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 37 (1)
2. Average speed (mph) 31 (1)
3. 50th percentile speed (mph) 31 (1)
4. Range of speeds (mph) 18 - 43 (1)
5. 10 mile per hour pace speed (mph) 26 - 35 (1)
6. Percent in 10 miles per hour pace 66.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 4.48 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 821 of 1131 ROADWAY: Sunset Drive SEGMENT #114 DATE: 1/14/2022
LIMITS: Serpentine Road to Vinton Way JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 24-44 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 25 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present N (1)
11. Street illumination midblock N Y (Partial)
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 725 (1)
14. Length of segment (miles) 3.09 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 31 (1)
2. Average speed (mph) 27 (1)
3. 50th percentile speed (mph) 27 (1)
4. Range of speeds (mph) 20 - 37 (1)
5. 10 mile per hour pace speed (mph) 24 - 33 (1)
6. Percent in 10 miles per hour pace 78.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.84 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 25 25
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 822 of 1131 ROADWAY: Sunset Drive SEGMENT #115 DATE: 1/14/2022
LIMITS: Panorama Point to Franklin Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 25 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y Y (Partial)
10. Sidewalks present Y (Partial) Y
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 1,102 (1)
14. Length of segment (miles) 1.94 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 39 (1)
2. Average speed (mph) 33 (1)
3. 50th percentile speed (mph) 33 (1)
4. Range of speeds (mph) 21 - 46 (1)
5. 10 mile per hour pace speed (mph) 30 - 39 (1)
6. Percent in 10 miles per hour pace 65.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 13 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 5.78 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 823 of 1131 ROADWAY: Sunnyside Avenue SEGMENT #116 DATE: 1/14/2022
LIMITS: Fern Avenue to Cypress Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 22 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 20 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Curb Only N
10. Sidewalks present N (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 485 (1)
14. Length of segment (miles) 0.16 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 29 (1)
2. Average speed (mph) 25 (1)
3. 50th percentile speed (mph) 24 (1)
4. Range of speeds (mph) 18 - 35 (1)
5. 10 mile per hour pace speed (mph) 20 - 29 (1)
6. Percent in 10 miles per hour pace 81.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 25 25
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 824 of 1131 ROADWAY: Sunnyside Avenue SEGMENT #117 DATE: 1/14/2022
LIMITS: Cypress Avenue to Smiley Heights Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 36 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 25 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 402 (1)
14. Length of segment (miles) 0.28 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 30 (1)
2. Average speed (mph) 26 (1)
3. 50th percentile speed (mph) 26 (1)
4. Range of speeds (mph) 19 - 35 (1)
5. 10 mile per hour pace speed (mph) 22 - 31 (1)
6. Percent in 10 miles per hour pace 84.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other (1)
E. Recommended speed limit (mph)3 25 25
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 825 of 1131 ROADWAY: Tennessee Street and San Mateo Street SEGMENT #118 DATE: 1/14/2022 LIMITS: Colton Avenue to Brookside Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Commercial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 11,194 (1)
14. Length of segment (miles) 0.93 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 43 (1)
2. Average speed (mph) 40 (1)
3. 50th percentile speed (mph) 40 (1)
4. Range of speeds (mph) 33 - 49 (1)
5. 10 mile per hour pace speed (mph) 35 - 44 (1)
6. Percent in 10 miles per hour pace 88.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 17 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.62 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone Y (1)
6. Other Railroad / Bike Route (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 826 of 1131 ROADWAY: Terrancina Boulevard SEGMENT #119 DATE: 1/14/2022 LIMITS: Barton Road to Olive Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 56 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y N
11. Street illumination midblock Y Y (Partial)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 9,075 (1)
14. Length of segment (miles) 0.68 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 50 (1)
2. Average speed (mph) 45 (1)
3. 50th percentile speed (mph) 45 (1)
4. Range of speeds (mph) 36 - 56 (1)
5. 10 mile per hour pace speed (mph) 41 -50 (1)
6. Percent in 10 miles per hour pace 72% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.50 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 827 of 1131 ROADWAY: Terrancina Boulevard SEGMENT #120 DATE: 1/14/2022 LIMITS: Olive Avenue to Cypress Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 72 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Commercial / Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y N
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 8,379 (1)
14. Length of segment (miles) 0.40 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 41 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 35 (1)
4. Range of speeds (mph) 25 - 45 (1)
5. 10 mile per hour pace speed (mph) 30 - 39 (1)
6. Percent in 10 miles per hour pace 69.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 7 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.35 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 828 of 1131 ROADWAY: Texas Street SEGMENT #121 DATE: 1/14/2022
LIMITS: Redlands Boulevard to Lugonia Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1-2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N / R (1)
4. On-street parking (Y/N) Y (Patrial) (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Comm. / Retail / Res. (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y N
13. Two-way daily traffic volume (ADT) 8,781 (1)
14. Length of segment (miles) 0.76 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 38 (1)
4. Range of speeds (mph) 27 - 46 (1)
5. 10 mile per hour pace speed (mph) 33 - 42 (1)
6. Percent in 10 miles per hour pace 75.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 27 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 4.11 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y N
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone Y (1)
6. Other Railroad (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 829 of 1131 ROADWAY: Texas Street SEGMENT #122 DATE: 1/14/2022
LIMITS: Lugonia Avenue to San Bernardino Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 26-64 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) Y
10. Sidewalks present Y Y (Partial)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 4,724 (1)
14. Length of segment (miles) 0.40 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 40 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 35 (1)
4. Range of speeds (mph) 25 - 46 (1)
5. 10 mile per hour pace speed (mph) 29 - 38 (1)
6. Percent in 10 miles per hour pace 75.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.79 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 830 of 1131 ROADWAY: Texas Street SEGMENT #123 DATE: 1/14/2022
LIMITS: b/t San Bernardino Avenue and Domestic Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 38-62 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (Partial) (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential Education
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (partial) (1)
10. Sidewalks present Y (partial) (1)
11. Street illumination midblock Y Y (Partial)
12. Street illumination at intersections Y Y
13. Two-way daily traffic volume (ADT) 4,134 (1)
14. Length of segment (miles) 0.41 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 41 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 35 (1)
4. Range of speeds (mph) 23 - 45 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 66.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 831 of 1131 ROADWAY: University Street SEGMENT #124 DATE: 1/14/2022 LIMITS: b/t Cypress Avenue and Colton Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 62 (1)
2. Number of through travel lanes by direction 1/2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential/Education (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock N Y
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 17,046 (1)
14. Length of segment (miles) 0.64 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 40 (1)
2. Average speed (mph) 36 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 27 - 46 (1)
5. 10 mile per hour pace speed (mph) 31 - 40 (1)
6. Percent in 10 miles per hour pace 78.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 29 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.75 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Railroad, SB Parallel Parking (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 832 of 1131 ROADWAY: University Street SEGMENT #125 DATE: 1/14/2022 LIMITS: b/t Colton Avenue and Lugiona Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 38-62 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential/Education Residential
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 11,122 (1)
14. Length of segment (miles) 0.40 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 40 (1)
2. Average speed (mph) 36 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 28 - 45 (1)
5. 10 mile per hour pace speed (mph) 31 - 40 (1)
6. Percent in 10 miles per hour pace 82.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 9 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.25 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 833 of 1131 ROADWAY: University Street SEGMENT #126 DATE: 1/14/2022 LIMITS: b/t Lugiona Avenue and San Bernardino Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 38-40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 25 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y N
13. Two-way daily traffic volume (ADT) 1,519 (1)
14. Length of segment (miles) 0.46 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 34 (1)
2. Average speed (mph) 29 (1)
3. 50th percentile speed (mph) 29 (1)
4. Range of speeds (mph) 20 - 42 (1)
5. 10 mile per hour pace speed (mph) 20 - 32 (1)
6. Percent in 10 miles per hour pace 68.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.58 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 25 25
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 834 of 1131 ROADWAY: Via Vista Drive SEGMENT #127 DATE: 1/14/2022
LIMITS: b/t Country Club Drive and Helena Lane JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 38 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 25 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock N Y (Partial)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 274 (1)
14. Length of segment (miles) 0.64 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 34 (1)
2. Average speed (mph) 27 (1)
3. 50th percentile speed (mph) 28 (1)
4. Range of speeds (mph) 13 - 40 (1)
5. 10 mile per hour pace speed (mph) 23 - 32 (1)
6. Percent in 10 miles per hour pace 59.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 835 of 1131 ROADWAY: Wabash Avenue SEGMENT #128 DATE: 1/14/2022
LIMITS: b/t Fifth Avenue to Citrus Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 46-64 (1)
2. Number of through travel lanes by direction 1-2 1
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N Y
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Residential / Open Space Residential
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 4,167 (1)
14. Length of segment (miles) 0.39 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 51 (1)
2. Average speed (mph) 45 (1)
3. 50th percentile speed (mph) 44 (1)
4. Range of speeds (mph) 33 - 55 (1)
5. 10 mile per hour pace speed (mph) 42 - 51 (1)
6. Percent in 10 miles per hour pace 61.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 836 of 1131 ROADWAY: Wabash Avenue SEGMENT #129 DATE: 1/14/2022
LIMITS: b/t Citrus Avenue to Colton Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential / Commercial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare Frequent
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 5,805 (1)
14. Length of segment (miles) 0.41 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 47 (1)
2. Average speed (mph) 41 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 30 - 53 (1)
5. 10 mile per hour pace speed (mph) 36 - 45 (1)
6. Percent in 10 miles per hour pace 65.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.47 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 837 of 1131 ROADWAY: Wabash Avenue SEGMENT #130 DATE: 1/14/2022
LIMITS: b/t Colton Avenue to Sessums Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 26-64 (1)
2. Number of through travel lanes by direction 1-2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) Painted (Partial) (1)
4. On-street parking (Y/N) Painted (Partial) (1)
5. Speed limit (mph) 35 - 40 (1)
6. Surrounding land uses Retail/ Res. / Ind. (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 8,942 (1)
14. Length of segment (miles) 1.30 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 45 (1)
2. Average speed (mph) 40 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 31 - 52 (1)
5. 10 mile per hour pace speed (mph) 36 - 45 (1)
6. Percent in 10 miles per hour pace 71.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.17 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 838 of 1131 ROADWAY: Wabash Avenue SEGMENT #131 DATE: 1/14/2022
LIMITS: b/t Fifth Avenue to Panorama Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 24-50 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) Not Posted (1)
6. Surrounding land uses Residential / Open (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare Frequent
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock N Y (Partial)
12. Street illumination at intersections N Y (Partial)
13. Two-way daily traffic volume (ADT) 672 (1)
14. Length of segment (miles) 0.70 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 43 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 38 (1)
4. Range of speeds (mph) 24 - 47 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 61.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.18 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 839 of 1131 ROADWAY: Wabash Avenue SEGMENT #132 DATE: 1/14/2022
LIMITS: b/t Reservoir Road to Palo Alto Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40-44 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N Y
5. Speed limit (mph) Not Posted (1)
6. Surrounding land uses Residential / Open (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 1,362 (1)
14. Length of segment (miles) 0.88 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 38 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 35 (1)
4. Range of speeds (mph) 28 - 43 (1)
5. 10 mile per hour pace speed (mph) 31 - 40 (1)
6. Percent in 10 miles per hour pace 85.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 4 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 3.34 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone Y (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting of 11-15-2022 Page 840 of 1131 City Council Meeting L. 1.
DATE: 11/15/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Discussion and possible action relating to the cancellation of the January 3, 2023, regular meeting of the City Council (Mayor Barich) MOTION:
I move to approve the cancellation of the January 3, 2023, regular meeting of the City Council.
DISCUSSION:
With City Council concurrence, I recommend the cancellation of the January 3, 2023, regular meeting of the City Council in light of the holiday closure. The next regular meeting will be held on January 17, 2023.
SUBMITTED BY:
Mayor Paul T. Barich
Redlands Regular Meeting of 11-15-2022 Page 841 of 1131 City Council Meeting L. 2.
DATE: 11/15/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Consideration of Ordinance No. 2952 amending Chapter 2.16 of the Redlands Municipal Code relating to the establishment of a business preference program for City procurement (Council Member Gallagher)
MOTION:
Should the City Council concur with Council Member Gallagher's recommendation, the following motion is provided.
Mayor requests the City Clerk to read the title of Ordinance No. 2952.
I move to waive further reading of, and introduce Ordinance No. 2952.
RECOMMENDATION:
It is recommended by Council Member Gallagher that the Council consider Ordinance No. 2952 amending Chapter 2.16 of the Redlands Municipal Code relating to the establishment of a business preference program for City Procurement.
DISCUSSION:
Currently, the Redlands Municipal Code (RMC) offers a 1% local preference on procured goods, equipment and services that result in the generation of sales tax dollars and have a value of under $30,000. The reasoning behind this local preference is that it is based on the percentage of sales tax that would come back to the City. Many municipalities use this nexus to determine their local preferences. For procurement where sales tax is not generated, the RMC allows for an award to the local bidder, provided the quality and price are equal to another bidder(s).
Redlands Regular Meeting of 11-15-2022 Page 842 of 1131 In 2011, the City adopted Ordinance No. 2761 establishing an 8% local preference and a 2% County preference for a period of four years for procured goods, equipment and services having a value of $30,000 or more, and for public project contracts having a value of less than $30,000. To assist local economic recovery and promote business retention within the City, Council Member Gallagher is interested in the City providing the increased local and County preference once again.
Similar to the 2011 Ordinance, staff has prepared Ordinance No. 2952 that includes an 8% local preference applicable to businesses operating within the City of Redlands for procurement of Supplies, Materials, Equipment and Specialized Goods. The ordinance also provides for a 2% preference for County of San Bernardino businesses for procurement of Supplies, Materials, Equipment and Specialized Goods. Ordinance No. 2952 also provides a four-year sunset provision for the increased local preference, with an end-date of December 31, 2026.
The existing 1% local preference, applicable to procurement of Supplies, Materials, Equipment And Specialized Goods that generate sales tax dollars, would be reinstated on January 1, 2027.
SUBMITTED BY:
Janice McConnell, Assistant City Manager
REVIEWED BY:
Charles M. Duggan Jr., City Manager
Yvette M. Abich Garcia, City Attorney
Danielle Garcia, Management Services/Finance Director
Dana Abramovitz-Daniel, Procurement Manager
Fiscal Impact
Discussion:
The exact fiscal impact associated with local preference cannot be determined. An 8% local preference for Redlands' businesses and a 2% preference for County businesses could potentially cause the City to incur added costs of up to eight cents or two cents on the dollar, but that spending would remain within the local economy.
Redlands Regular Meeting of 11-15-2022 Page 843 of 1131 Attachments
1. Ordinance No. 2952
2. Ordinance No. 2952 Legislative
Redlands Regular Meeting of 11-15-2022 Page 844 of 1131 I:\cmo\Ordinances\2952 Local Preference.Final.doc 1
ORDINANCE NO. 2952
AN ORDINANCE OF THE CITY OF REDLANDS AMENDING CHAPTER
2.16 OF THE REDLANDS MUNICIPAL CODE TO ESTABLISH A
LOCAL BUSINESS PREFERENCE PROGRAM FOR THE CITY’S
PROCUREMENT OF SUPPLIES, MATERIALS, EQUIPMENT AND
SPECIALIZED GOODS
THE CITY COUNCIL OF THE CITY OF REDLANDS DOES ORDAIN AS FOLLOWS:
Section 1. Section 2.16.220 of the Redlands Municipal Code, entitled “Business Preferences,” is hereby amended to read as follows:
“2.16.220 Business Preferences:
In administration of competitive procurement pursuant to this chapter, the Purchasing Agent shall be authorized to give such preferences for supplies, materials, equipment, and specialized goods as general law cities are permitted or required to give by applicable State or Federal law, or as provided for in this chapter.
A. Local Business Preference: To promote business retention within the city and the economic health of the city and to encourage local business participation in the procurement process, the purchasing agent, in determining the lowest responsible bidder for contracts for supplies, materials, equipment and specialized goods shall grant an eight percent (8%) Local Business Preference to Local Businesses. For purposes of this chapter, a Local Business is defined as a business possessing a valid Redlands Business License and having its principal business operation located in the City of Redlands.
B. Business Preferences: To promote the economic health of the County of San Bernardino and to encourage County business participation in the procurement process, the purchasing agent, in determining the lowest responsible bidder for contracts for supplies, materials, equipment and specialized goods shall grant a two percent (2%) County Business Preference to County Businesses. For the purposes of this chapter, a County Business is defined as a business possessing a valid Redlands Business License and having its principal business operation located within the County of San Bernardino and outside of the City of Redlands.
C. Application to Bids: When applying the Local Business Preference or County Business Preference to a bid, the purchasing agent shall apply the preference to the bid price solely for bid evaluation purposes such that the total price bid by a Local Business shall be reduced by eight percent (8%) of the amount bid by the Local Business, and by two percent (2%) to the County of San Bernardino Business and the reduced bid shall be deemed the amount bid by that bidder. The contract price shall in all events be the amount bid by the successful bidder awarded the contract.
Redlands Regular Meeting of 11-15-2022 Page 845 of 1131 I:\cmo\Ordinances\2952 Local Preference.Final.doc 2
D. Change in Preferences: The Local Business and County Business preferences established by this Chapter shall terminate on December 31, 2026. Commencing on January 1, 2027, to further promote business retention within the city and the economic health of the city and to encourage local participation in the procurement process, the purchasing agent, in determining the lowest responsible bidder for contracts for supplies, materials, equipment and specialized goods having a value of $30,000 or less, may take into consideration the one percent (1%) sales tax which would be returned to the city as a result of the bid award. For procurement where sales tax would not be generated as a result of the bid award and where the quality and price are equal to another bidder or bidders, the local vendor may be given the bid award.
E. Recycled Goods: Whenever practicable, all City departments shall use recycled content products and recycled materials to meet their needs. This subsection is enacted to facilitate compliance with State requirements and to foster the development of new, improved markets for recycled products.
1. Definitions: For purposes of this subsection B, the following words shall have the meanings ascribed to them:
POSTCONSUMER RECYCLED MATERIALS: A finished material or product that has served its intended use and would normally be disposed of as solid waste.
Examples of postconsumer recovered materials include, but are not limited to, old newspaper, office paper, green waste (yard waste), steel, glass, aluminum cans, plastic bottles, oil, asphalt, concrete and tires.
PRACTICABLE: Available within a reasonable time period; the recycled product shall be of equal or better quality or value at either no or minimal additional cost and subject to consideration of product durability as a criterion of the cost or value of the product.
PRECONSUMER: Materials or byproducts generated after manufacturing of a product is completed, but before the product reaches the consumer. Examples of pre-consumer recovered materials include, but are not limited to, obsolete inventories of finished goods, rejected unused stock and paper wastes generated during printing, cutting and other conversion operations.
RECYCLED MATERIAL: Waste material and byproducts that have been recovered or diverted from the solid waste stream and can be utilized in place of raw or virgin material in a product. Recycled content materials may consist of material derived from postconsumer waste, manufacturing waste, industrial scrap, agricultural waste and other items, all of which can be used in the manufacture of new products.
2. City Departments' Procurement Of Recycled Content Products:
a. All departments shall use recycled content products whenever practicable.
Special emphasis shall be placed on the purchase of products manufactured with postconsumer recycled materials.
Redlands Regular Meeting of 11-15-2022 Page 846 of 1131 I:\cmo\Ordinances\2952 Local Preference.Final.doc 3
b. Whenever practicable, recycled materials shall be procured and used in City operations (e.g., recycled paper shall be used in copy machines and for printing purposes by departments).
c. All departments may require procurement of designated recycled content products above levels required by this subsection.
d. The City shall require its contractors and consultants to use recycled content products in fulfilling contractual obligations whenever practical. e. The City shall promote the use of recycled content products publicizing its procurement policy whenever practicable (e.g., use of recycling symbol and statement on recycled content products).
f. A life cycle cost analysis may be an appropriate tool for departments to use when evaluating purchasing alternatives. Life cycle cost should reflect the annual cost of the product calculated over the life of the product and should consider final costs, not just initial up-front costs. A life cycle cost analysis may include factors such as capital costs, installation costs, maintenance costs, energy and other operating costs, and disposal costs which may utilize the "best value" procurement method.
g. The City shall procure recycled products if the product fitness and quality are equal to the non-recycled product and available at the same or lesser total cost than non-recycled items. These products shall include paper products, printing and writing papers, mulch, compost, and compost products, glass products, lubricating oils, plastic products, paint, antifreeze, tires, tire derived products and metal.
h. The City will favorably consider the selection of other recycled and environmentally preferable materials, products, and supplies over their nonrecycled or non-environmentally preferable alternatives when the availability, fitness, operational efficiency, quality, safety, and price of the recycled or environmentally preferable product is equal to, or better than, the nonrecycled or non-environmentally preferable alternative. The list of materials, products, and supplies shall include, but not be limited to, business office products, alternative fuels, rubberized asphalt, and other items. i. Departments are encouraged to consider less toxic alternatives when purchasing products or services such as pesticides or pest control services, and to purchase energy and water conserving products whenever possible.
3. Duties Of The Purchasing Agent: The Purchasing Agent shall coordinate implementation of this subsection. Duties of the Purchasing Agent for implementation of this subsection include:
a. Establishment of a list of recycled products for purchase by all departments when practicable and review of purchase requests to encourage the substitution of recycled products when practicable.
Redlands Regular Meeting of 11-15-2022 Page 847 of 1131 I:\cmo\Ordinances\2952 Local Preference.Final.doc 4
b. Maintenance of a list and standard specifications and, the undertaking of a periodic review of available products. Products may be added as they become available.
c. Giving preference to approving and promoting the purchase of products with the highest postconsumer content, all other considerations being equal.
4. City Departments' Responsibilities: City departments shall be responsible for the following:
a. City staff shall identify the recycled content products available and the vendors from whom such products are available for purchase. This information shall be compiled and provided to the Purchasing Agent and the Sustainability Manager, when practical.
b. Departments shall evaluate the recycled products on the established list and shall make efforts to purchase recycled products when practicable.
Section 2. The City Council hereby determines that the adoption of this ordinance is exempt from review under the California Environmental Quality Act (“CEQA”) pursuant to State CEQA Guidelines section 15061 (b)(3) because it can be seen with certainty there is no possibility that the adoption of this ordinance may have a significant effect on the environment.
Section 3. The Mayor shall sign this ordinance and the City Clerk shall certify to the adoption of this ordinance and shall cause it, or a summary of it, to be published once in a newspaper of general circulation within the City, and thereafter, this ordinance shall take effect as provided by law.
_________________________________
Paul T. Barich, Mayor
ATTEST:
____________________________________
Jeanne Donaldson, City Clerk
Redlands Regular Meeting of 11-15-2022 Page 848 of 1131 I:\cmo\Ordinances\2952 Local Preference.Final.doc 5
I, Jeanne Donaldson, City Clerk, City of Redlands, hereby certify that the foregoing Ordinance was duly adopted by the City Council at the regular meeting thereof, held on the _______ day of _____ 2022, by the following vote:
AYES:
NOES:
ABSENT:
__________________________________
City Clerk
Redlands Regular Meeting of 11-15-2022 Page 849 of 1131 I:\cmo\Ordinances\2952 Local Preference.Final.Legislative.doc 1 ORDINANCE NO. 2952- LEGISLATIVE
AN ORDINANCE OF THE CITY OF REDLANDS AMENDING CHAPTER
2.16 OF THE REDLANDS MUNICIPAL CODE TO ESTABLISH A
LOCAL BUSINESS PREFERENCE PROGRAM FOR THE CITY’S
PROCUREMENT OF SUPPLIES, MATERIALS, EQUIPMENT AND
SPECIALIZED GOODS
THE CITY COUNCIL OF THE CITY OF REDLANDS DOES ORDAIN AS FOLLOWS:
Section 1. Section 2.16.220 of the Redlands Municipal Code, entitled “Business Preferences,” is hereby amended to read as follows:
“2.16.220 Business Preferences:
In administration of competitive procurement pursuant to this chapter, the Purchasing Agent shall be authorized to give such preferences for goods, services or constructionsupplies, materials, equipment, and specialized goods as general law cities are permitted or required to give by applicable State or Federal law, or as provided for in this chapter.
A. Local Participation: To promote business retention within the City and the economic health of the City and to encourage local participation in the procurement process, the Purchasing Agent, in determining the lowest responsible bidder for contracts for goods, services or nonpublic project improvement work having a value of less than thirty thousand dollars ($30,000.00), may take into consideration the one percent (1%) Sales Tax which would be returned to the City as a result of the bid award. For procurement where Sales Tax would not be generated as a result of the bid award and where the quality and price are equal to another bidder or bidders, the local vendor may be given the bid award.
A. Local Business Preference: To promote business retention within the city and the economic health of the city and to encourage local business participation in the procurement process, the purchasing agent, in determining the lowest responsible bidder for contracts for supplies, materials, equipment and specialized goods shall grant an eight percent (8%) Local Business Preference to Local Businesses. For purposes of this chapter, a Local Business is defined as a business possessing a valid Redlands Business License and having its principal business operation located in the City of Redlands.
B. Business Preferences: To promote the economic health of the County of San Bernardino and to encourage County business participation in the procurement process, the purchasing agent, in determining the lowest responsible bidder for contracts for supplies, materials, equipment and specialized goods shall grant a two percent (2%) County Business Preference to County Businesses. For the purposes of this chapter, a County Business is defined as a business possessing a valid Redlands Redlands Regular Meeting of 11-15-2022 Page 850 of 1131 I:\cmo\Ordinances\2952 Local Preference.Final.Legislative.doc 2 Business License and having its principal business operation located within the County of San Bernardino and outside of the City of Redlands.
C. Application to Bids: When applying the Local Business Preference or County Business Preference to a bid, the purchasing agent shall apply the preference to the bid price solely for bid evaluation purposes such that the total price bid by a Local Business shall be reduced by eight percent (8%) of the amount bid by the Local Business, and by two percent (2%) to the County of San Bernardino Business and the reduced bid shall be deemed the amount bid by that bidder. The contract price shall in all events be the amount bid by the successful bidder awarded the contract.
D. Change in Preferences: The Local Business and County Business preferences established by this Chapter shall terminate on December 31, 2026. Commencing on January 1, 2027, to further promote business retention within the city and the economic health of the city and to encourage local participation in the procurement process, the purchasing agent, in determining the lowest responsible bidder for contracts for supplies, materials, equipment and specialized goods having a value of $30,000 or less, may take into consideration the one percent (1%) sales tax which would be returned to the city as a result of the bid award. For procurement where sales tax would not be generated as a result of the bid award and where the quality and price are equal to another bidder or bidders, the local vendor may be given the bid award.
BE. Recycled Goods: Whenever practicable, all City departments shall use recycled content products and recycled materials to meet their needs. This subsection is enacted to facilitate compliance with State requirements and to foster the development of new, improved markets for recycled products.
1. Definitions: For purposes of this subsection B, the following words shall have the meanings ascribed to them:
POSTCONSUMER RECYCLED MATERIALS: A finished material or product that has served its intended use and would normally be disposed of as solid waste.
Examples of postconsumer recovered materials include, but are not limited to, old newspaper, office paper, green waste (yard waste), steel, glass, aluminum cans, plastic bottles, oil, asphalt, concrete and tires.
PRACTICABLE: Available within a reasonable time period; the recycled product shall be of equal or better quality or value at either no or minimal additional cost and subject to consideration of product durability as a criterion of the cost or value of the product.
PRECONSUMER: Materials or byproducts generated after manufacturing of a product is completed, but before the product reaches the consumer. Examples of pre-consumer recovered materials include, but are not limited to, obsolete inventories of finished goods, rejected unused stock and paper wastes generated during printing, cutting and other conversion operations.
Redlands Regular Meeting of 11-15-2022 Page 851 of 1131 I:\cmo\Ordinances\2952 Local Preference.Final.Legislative.doc 3 RECYCLED MATERIAL: Waste material and byproducts that have been recovered or diverted from the solid waste stream and can be utilized in place of raw or virgin material in a product. Recycled content materials may consist of material derived from postconsumer waste, manufacturing waste, industrial scrap, agricultural waste and other items, all of which can be used in the manufacture of new products.
2. City Departments' Procurement Of Recycled Content Products:
a. All departments shall use recycled content products whenever practicable.
Special emphasis shall be placed on the purchase of products manufactured with postconsumer recycled materials.
b. Whenever practicable, recycled materials shall be procured and used in City operations (e.g., recycled paper shall be used in copy machines and for printing purposes by departments).
c. All departments may require procurement of designated recycled content products above levels required by this subsection.
d. The City shall require its contractors and consultants to use recycled content products in fulfilling contractual obligations whenever practical. e. The City shall promote the use of recycled content products publicizing its procurement policy whenever practicable (e.g., use of recycling symbol and statement on recycled content products).
f. A life cycle cost analysis may be an appropriate tool for departments to use when evaluating purchasing alternatives. Life cycle cost should reflect the annual cost of the product calculated over the life of the product and should consider final costs, not just initial up-front costs. A life cycle cost analysis may include factors such as capital costs, installation costs, maintenance costs, energy and other operating costs, and disposal costs which may utilize the "best value" procurement method.
g. The City shall procure recycled products, ifproducts if the product fitness and quality are equal to the non-recycled product and available at the same or lesser total cost than non-recycled items. These products shall include paper products, printing and writing papers, mulch, compost, and compost products, glass products, lubricating oils, plastic products, paint, antifreeze, tires, tire derived products and metal.
h. The City will favorably consider the selection of other recycled and environmentally preferable materials, productsproducts, and supplies over their non-recycled or non-environmentally preferable alternatives when the availability, fitness, operational efficiency, quality, safety, and price of the recycled or environmentally preferable product is equal to, or better than, the non-recycled or non-environmentally preferable alternative. The list of materials, products, and supplies shall include, but not be limited to, business office products, alternative fuels, rubberized asphalt, and other items.
Redlands Regular Meeting of 11-15-2022 Page 852 of 1131 I:\cmo\Ordinances\2952 Local Preference.Final.Legislative.doc 4 i. Departments are encouraged to consider less toxic alternatives when purchasing products or services such as pesticides or pest control services, and to purchase energy and water conserving products whenever possible.
3. Duties Of The Finance Director:Purchasing Agent: The Purchasing AgentFinance Director, or the Director's designee, shall coordinate implementation of this subsection. Duties of the Finance DirectorPurchasing Agent , or the Director's designee, for implementation of this subsection include:
a. Establishment of a list of recycled products for purchase by all departments when practicable and review of purchase requests to encourage the substitution of recycled products when practicable.
b. Maintenance of a list and standard specifications and, the undertaking of a periodic review of available products. Products may be added as they become available.
c. Giving preference to approving and promoting the purchase of products with the highest postconsumer content, all other considerations being equal.
4. City Departments' Responsibilities: City departments shall be responsible for the following:
a. City staff shall identify the recycled content products available and the vendors from whom such products are available for purchase. This information shall be compiled and provided to the Finance Director, or the Director's designee,Purchasing Agent and the Sustainability Manager, when practical.
b. Departments shall evaluate the recycled products on the established list and shall make efforts to purchase recycled products when practicable.
Section 2. The City Council hereby determines that the adoption of this ordinance is exempt from review under the California Environmental Quality Act (“CEQA”) pursuant to State CEQA Guidelines section 15061 (b)(3) because it can be seen with certainty there is no possibility that the adoption of this ordinance may have a significant effect on the environment.
Section 3. The Mayor shall sign this ordinance and the City Clerk shall certify to the adoption of this ordinance and shall cause it, or a summary of it, to be published once in a newspaper of general circulation within the City, and thereafter, this ordinance shall take effect as provided by law.
_________________________________
Paul T. Barich, Mayor
ATTEST:
Redlands Regular Meeting of 11-15-2022 Page 853 of 1131 I:\cmo\Ordinances\2952 Local Preference.Final.Legislative.doc 5 ____________________________________
Jeanne Donaldson, City Clerk
Redlands Regular Meeting of 11-15-2022 Page 854 of 1131 I:\cmo\Ordinances\2952 Local Preference.Final.Legislative.doc 6 I, Jeanne Donaldson, City Clerk, City of Redlands, hereby certify that the foregoing Ordinance was duly adopted by the City Council at the regular meeting thereof, held on the _______ day of _____ 2022, by the following vote:
AYES:
NOES:
ABSENT:
__________________________________
City Clerk
Redlands Regular Meeting of 11-15-2022 Page 855 of 1131 City Council Meeting L. 3.
DATE: 11/15/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Consideration of a Side Letter Agreement between the City of Redlands and the Redlands Association of Management
Employees (Assistant City Manager McConnell)
MOTION(S):
If the City Council determines that staff’s recommendation is appropriate, the following motion is provided:
I move to approve the side letter agreement between the City of Redlands and the Redlands Association of Management Employees.
RECOMMENDATION:
Staff recommends City Council approve the side letter of agreement between the City of Redlands and the Redlands Association of Management Employees.
DISCUSSION:
The City recognizes that it is becoming increasingly difficult to hire and retain qualified employees across the organization. The City currently has 95 vacancies. In addition, the employee turnover rate is 15.8% which is a 6.3% increase over the same period last year. In an effort to retain staff, the City is offering a $3,500 retention bonus to its employees.
The City met and conferred with the Redlands Association of Management Employees and agreed to the terms as set forth in the attached side letter.
Eligible employees will receive the retention bonus within 60 days of approval.
All other provisions of the Memorandum of Understanding between the City and the Redlands Association of Management employees are unaffected by this agreement.
Redlands Regular Meeting of 11-15-2022 Page 856 of 1131 ALTERNATIVES:
N/A
STRATEGIC PLAN:
N/A
SUBMITTED BY:
Assistant City Manager McConnell
RECOMMENDED BY:
Charles M. Duggan Jr., City Manager
REVIEWED BY:
Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
PREPARED BY:
Tommi Ng, Assistant Director, HR/Risk Management
Fiscal Impact
Discussion:
The cost of the retention bonus for the Redlands Association of Management Employees is $56,000. Salary savings will be used to cover this cost.
Attachments
RAME Side Letter
Redlands Regular Meeting of 11-15-2022 Page 857 of 1131 LCW_DMS\RE035\042\10265681.v1-10/27/22
CITY OF REDLANDS AND THE REDLANDS ASSOCIATION OF MANAGEMENT EMPLOYEES SIDE LETTER OF AGREEMENT (2022)
This Side Letter of Agreement amending the July 1, 2018 — June 30, 2023 Memorandum of Understanding between the Redlands Association of Management Employees (RAME) and the City of Redlands ("City") is made and entered into this 15th day of November, 2022. RAME and the City are sometimes individually referred to herein as a "Party" and, together, as the "Parties."
RECITALS
WHEREAS, RAME and the City agreed to a Memorandum of Understanding ("RAME MOU") for the period of July 1, 2018 to June 30, 2023; and
WHEREAS, the Parties now wish to agree to a one-time, $3,500 Retention Bonus; and WHEREAS, representatives of the City and RAME have met and conferred in good faith, and now wish to effect this change with respect to the RAME MOU; NOW, THEREFORE, in consideration of the mutual promises contained herein, RAME and the City agree as follows:
AGREEMENT
Effective within 60 days following approval and adoption of this Side Letter Agreement, the City will provide a one-time $3,500 Retention Bonus for all active employees on payroll at the time of the payout, excluding any employees who received a hiring incentive after October 1, 2022.
CITY OF REDLANDS REDLANDS ASSOCIATION OF MANAGEMENT
EMPLOYEES
_______________________________ _______________________________ Paul T. Barich, Mayor Brian Foote, President
Attest:
_______________________________
Jeanne Donaldson, City Clerk
Redlands Regular Meeting of 11-15-2022 Page 858 of 1131 City Council Meeting L. 4.
DATE: 11/15/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Consideration of Ordinance No. 2948 amending Chapter 15.20 of the Redlands Municipal Code and adopting the 2022 Edition of the California Fire Code which incorporates by reference the 2021 International Fire Code, with necessary California and City of Redlands amendments. This Ordinance will nullify and replace the current Ordinance No. 2900, that was enacted in 2019 as part of the previous fire code adoption process (Fire Chief Sessler) MOTION(S):
Mayor requests the City Clerk to read the title of proposed Ordinance No. 2948.
I move to waive further reading of, and to introduce, Ordinance No. 2948 and schedule the public hearing for December 6, 2022.
RECOMMENDATION:
Staff recommends that the City Council introduce Ordinance No. 2948 and that the public hearing be set for December 6, 2022.
DISCUSSION:
On January 1, 2023, the State of California Building Standards Commission (CBSC) will adopt the 2021 Edition of the International Fire Code whereby creating the 2022 Edition of the California Code.
Adoption of the 2022 California Fire Code and the 2021 International Fire Code will continue to provide regulations and requirements that pertain specifically to the climatic, topographical and geological conditions for the City of Redlands.
These requirements are needed in order to continue to provide and maintain fire and life safety requirements consistent with ordinances previously in place within the City.
Redlands Regular Meeting of 11-15-2022 Page 859 of 1131 The most considerable change from previous fire code adoptions is the proposed identification of defensible space zones. While the model code does not identify individual zones for defensible space, the state of California passed AB 3074 in 2020, requiring the Board of Forestry and Fire Protection to further develop existing defensible space regulations by January 1, 2023.
In accordance with Government Code section 50022.3, a public hearing will be held on December 6, 2022, to consider adoption of the ordinance. The format for holding a public hearing at the second reading rather than the first reading is specifically set out in the Government Code. Public notice will be duly published as required, and a copy of the proposed code and amendments will be made available for public review at the City Clerk's office prior to the hearing.
ALTERNATIVES:
Not approve the introduction of Ordinance No. 2948.
STRATEGIC PLAN:
Priority B - Public Health & Safety
SUBMITTED BY:
Rich Sessler, Fire Chief
RECOMMENDED BY:
Charles M. Duggan Jr., City Manager
REVIEWED BY:
Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
PREPARED BY:
Bruni Reyes, Management Analyst
Fiscal Impact
Fiscal Year: 2022-2023
Revenue Generating: N
Appropriation Required Y/N: N
Discussion:
There is no fiscal impact with the introduction of the proposed ordinance.
Redlands Regular Meeting of 11-15-2022 Page 860 of 1131 Attachments
Public Notice
Ordinance 2948-Legislative
Ordinance 2948-Clean
Redlands Regular Meeting of 11-15-2022 Page 861 of 1131
CITY OF REDLANDS, CALIFORNIA
NOTICE OF A PUBLIC HEARING TO CONSIDER ORDINANCE NO. 2948 (ORDINANCE TEXT AMENDMENT NO. 2900)
NOTICE is hereby given that the City Council of the City of Redlands, County of San Bernardino, State of California, will hold a public hearing to consider the following:
PUBLIC HEARING to consider Ordinance No. 2948 (Ordinance Text Amendment No. 2900 ) To amend various sections of the Redlands Municipal Code as follows:
• Amending Chapter 15.20 of the Redlands Municipal Code relating to the adoption of the 2021 International Fire Code Section 503, 2022 California Fire Code with local amendments, including chapters 1, 3, 5, 9, 11, 49, 80, as amended, and appendices B, BB, C, CC , D, and O are adopted as the fire code of the city and all of the regulations, provisions, conditions and terms of such fire code and amendments are referred to and made a part of this Chapter as currently adopted.
City of Redlands, Applicant
The 2021 California Building Standard Codes, including the California Fire Code (Primary Code), and the full text of the proposed local ammendments (Secondary Code), are available in the office of the City Clerk’s, 35 Cajon St., Suite 4, Redlands, California, 92373 (909)798-7531.
Said public hearing will be held on December 6, 2022, at 6:00 P.M. or as soon thereafter as may be heard, in the City Council Chambers, Civic Center, 35 Cajon Street, Suite 2, Redlands, California, 92373.
Due to time constraints and the number of persons wishing to give oral testimony, time restrictions may be placed on oral testimony at the hearing regarding this project. You may wish to make your comments in writing to the following address to assure that you are able to express yourself adequately: City Council, P. O. Box 3005, Redlands, California 92373 or by e-mail to [email protected].
If you challenge the proposal described in this notice in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the City Council at or prior to the public hearing.
Dated this 15th day of November, 2022.
_______________________________________
Jeanne Donaldson, City Clerk
City of Redlands, California
To be published no later than November 15, 2022 and November 21, 2022.
Redlands Regular Meeting of 11-15-2022 Page 862 of 1131 1 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx ORDINANCE NO. 2948
AN ORDINANCE OF THE CITY OF REDLANDS AMENDING CHAPTER 15.20
OF THE REDLANDS MUNICIPAL CODE AND ADOPTING BY REFERENCE THE 2022 EDITION OF THE CALIFORNIA FIRE CODE (CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 9) WITH NECESSARY LOCAL
AMENDMENTS
WHEREAS, Health and Safety Code Section 17958 and Government Code Section 50022 empower the City to adopt by reference the California Building Standards Code, including the California Fire Code; and
WHEREAS, Health and Safety Code Section 17958.5 authorizes the City to make amendments to the California Fire Code on the basis of local climatic, geological or topographical conditions; and
WHEREAS, Health and Safety Code Section 17958.7 requires that before making any modifications or changes pursuant to Health and Safety Code Section 17958.5, the City Council of the City shall make an express finding of local necessity that such modifications or changes are needed; and
WHEREAS, the City Council of the City of Redlands (“City Council”) is informed and finds that these climatic, geological and topographical conditions include, but are not limited to, the following conditions;
1. The City receives relatively low amounts of precipitation, and experiences very low relative humidity levels and extremely high temperatures. These climatic conditions are conductive to the spread of fire. For example, the following data was taken from the recorded temperatures and measured rainfall at the San Bernardino County Flood Control District Office, located at 825 East 3rd Street, San Bernardino:
2019: Maximum temperature greater than 100F recorded during the months of July, August, and September. Total recorded annual rainfall of 7.2018.00 inches, with no rain measured in the months of June, July, August, and SeptemberOctober.
Number of inches to be determined at a later date by San Bernardino County Flood Control District Office.
2020: Maximum temperature greater than 100F recorded during the months of July, August, and September. Total recorded annual rainfall of 7.202.72 inches, with no rain measured in the months of April, May, June, August, and September, and October. Number of inches to be determined at a later date by San Bernardino County Flood Control District Office.
2021: Maximum temperature greater than 100F recorded during the months of July, August, and September. Total recorded annual rainfall of 7.209.81 inches, with no rain measured in the months of May and November. June, August, and Redlands Regular Meeting of 11-15-2022 Page 863 of 1131 2 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx September. Number of inches to be determined at a later date by San Bernardino County Flood Control District Office.
2. The City is subject to extremely strong winds, commonly referred to as “Santa Ana Winds,” which can reach speeds of more than 40 miles per hour. Extensive damage often occurs during such winds including downed trees, power lines, utility poles and utility service lines. These adverse conditions cause:
A. Fires.
B. Impairment of emergency apparatus access.
C. Delays in response times of emergency apparatus; and D. The depletion of apparatus readily available for fire suppression activities.
Specific amendments to the California Fire Code contained in this Ordinance pursuant to this express finding of local necessity are made to Sections: 903.2.1.1, 903.2.1.2, 903.2.1.3, 903.2.1.4, 903.2.1.5, 903.2.1.6, 903.2.3, 903.2.4, 903.2.7, 903.2.8, 903.2.9, 903.2.9.1, 903.2.9.2, 903.2.11.1, 903.2.18, 903.3.1.3, 903.6.1, 903.6.2, 903.6.3, Fire Sprinklers; 903.5.3 Water Supply; 905.4 Location of Class I standpipe hose connections;910.2, Smoke and Heat Vents, Mechanical Smoke Exhaust Systems and Draft Curtains;910.3.4, Sprinklered Buildings; 914.12 Special Requirements for Group F, M, S-1, or S-2 Distribution Warehouses Greater than 50,000 Square Feet in Floor Area.; 5608 Fireworks; 4902, Wildland-Urban Interface Fire Area; 4908, Vegetation Management; 4907.4 Defensible Space; 4903, Fire Protection Plan; B105.2 Reduction in Required Fire Flow, Appendix B; and BB105.1 Reduction in Required Fire Flow, Appendix BB.Specific amendments to the California Fire Code contained in this Ordinance pursuant to this express finding of local necessity are made to sections: 505.1.1 Rooftop Addresses; 903.2.8, 903.2.18 fire sprinklers; 4906.1.1 Vegetation Management; 4907.4, 4907.4.1, 4907.4.1.1, 4907.4.1.2, 4907.4.1.3, 4907.4.1.4, 4907.4.1.5, 4907.4.1.6, 4907.4.1.7, 4907.4.1.8, 4907.4.1.9, 4907.4.2, 4907.4.2.1, 4907.4.2.2, 4907.4.2.3, 4907.4.2.4, 4907.4.2.5, 4907.4.3, 4907.4.3.1, 4907.4.3.2, 4907.4.3.3, 4907.4.3.4, 4907.4.3.5 Defensible Space; Appendix O Temporary Haunted Houses, Ghost Walks, and Similar Amusement Uses.
3. Within the City there are four earthquake faults:
A. Redlands Heights
B. Banning
C. Crafton
D. The Redlands Fault
Numerous other faults lie in close proximity, including the San Andreas Fault. In the event of a severe earthquake, these faults present the potential for catastrophic damage, including extensive damage to buildings, fire damage to major infrastructure including water and sewer distribution lines, roadways, bridges across a major storm drain and railroad right-of-way, and other impairments to the movement of emergency apparatus.
Redlands Regular Meeting of 11-15-2022 Page 864 of 1131 3 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx Specific amendments to the California Fire Code contained in this Ordinance pursuant to this express finding of local necessity are made to Sections: 903.2.1.1, 903.2.1.2, 903.2.1.3, 903.2.1.4, 903.2.1.5, 903.2.1.6, 903.2.3, 903.2.4, 903.2.7, 903.2.8, 903.2.9, 903.2.9.1, 903.2.9.2, 903.2.11.1, 903.2.18, 903.3.1.3, 903.6.1, 903.6.2, 903.6.3, Fire Sprinklers; 903.5.3 Water Supply; 905.4 Location of Class I standpipe hose connections;910.2, Smoke and Heat Vents, Mechanical Smoke Exhaust Systems and Draft Curtains;910.3.4, Sprinklered Buildings; 914.12 Special Requirements for Group F, M, S-1, or S-2 Distribution Warehouses Greater than 50,000 Square Feet in Floor Area.; 5608 Fireworks; 4902, Wildland-Urban Interface Fire Area; 4908, Vegetation Management; 4907.4 Defensible Space; 4903, Fire Protection Plan; B105.2 Reduction in Required Fire Flow, Appendix B; and BB105.1 Reduction in Required Fire Flow, Appendix BB. Specific amendments to the California Fire Code contained in this Ordinance pursuant to this express finding of local necessity are made to sections: 505.1.1 Rooftop Addresses; 903.2.8, 903.2.18 fire sprinklers; 4906.1.1 Vegetation Management; 4907.4, 4907.4.1, 4907.4.1.1, 4907.4.1.2, 4907.4.1.3, 4907.4.1.4, 4907.4.1.5, 4907.4.1.6, 4907.4.1.7, 4907.4.1.8, 4907.4.1.9, 4907.4.2, 4907.4.2.1, 4907.4.2.2, 4907.4.2.3, 4907.4.2.4, 4907.4.2.5, 4907.4.3, 4907.4.3.1, 4907.4.3.2, 4907.4.3.3, 4907.4.3.4, 4907.4.3.5 Defensible Space; Appendix O Temporary Haunted Houses, Ghost Walks, and Similar Amusement Uses.
4. Within the City development has occurred, and continues to occur, which has resulted in severe traffic congestion during peak hours, weekends and holidays, particularly on the following streets and highways: Citrus Avenue, Cajon Street, Orange Street, Lugonia Avenue, Colton Avenue, Tennessee Street, San Timoteo Canyon, Interstate 10 Freeway, and Alabama Street; thus decreasing response time. This development includes high-rise structures, institutional, commercial, industrial and residential structures. Development has occurred within the portion of the City known as Sunset Hills, where roadways have been built in areas of severe topographical conditions including street and driveway grades in excess of 12%. Such traffic congestion and severe roadway conditions extend the time for emergency vehicles to reach the scene of fires and other emergencies.
Specific amendments to the California Fire Code contained in this Ordinance pursuant to this express finding of local necessity are mode to Sections: 903.2.1.1, 903.2.1.2, 903.2.1.3, 903.2.1.4, 903.2.1.5, 903.2.1.6, 903.2.3, 903.2.4, 903.2.7, 903.2.8, 903.2.9, 903.2.9.1, 903.2.9.2, 903.2.11.1, 903.2.18, 903.3.1.3, 903.6.1, 903.6.2, 903.6.3, Fire Sprinklers; 903.5.3 Water Supply; 905.4 Location of Class I standpipe hose connections;910.2, Smoke and Heat Vents, Mechanical Smoke Exhaust Systems and Draft Curtains;910.3.4, Sprinklered Buildings; 914.12 Special Requirements for Group F, M, S-1, or S-2 Distribution Warehouses Greater than 50,000 Square Feet in Floor Area.; 5608 Fireworks; 4902, Wildland-Urban Interface Fire Area; 4908, Vegetation Management; 4907.1 Defensible Space; 4909, Fire Protection Plan; B105.2 Reduction in Required Fire Flow, Appendix B; and BB105.1 Reduction in Required Fire Flow, Appendix BB Specific amendments to the California Fire Code contained in this Ordinance pursuant to this express finding of local necessity are made to sections: 505.1.1 Rooftop Addresses; 903.2.8, 903.2.18 fire sprinklers; 4906.1.1 Vegetation Management; 4907.4, Redlands Regular Meeting of 11-15-2022 Page 865 of 1131 4 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx 4907.4.1, 4907.4.1.1, 4907.4.1.2, 4907.4.1.3, 4907.4.1.4, 4907.4.1.5, 4907.4.1.6, 4907.4.1.7, 4907.4.1.8, 4907.4.1.9, 4907.4.2, 4907.4.2.1, 4907.4.2.2, 4907.4.2.3, 4907.4.2.4, 4907.4.2.5, 4907.4.3, 4907.4.3.1, 4907.4.3.2, 4907.4.3.3, 4907.4.3.4, 4907.4.3.5 Defensible Space; Appendix O Temporary Haunted Houses, Ghost Walks, and Similar Amusement Uses.
WHEREAS, this City Council is informed and finds that because the City is subject to the above referenced climatic, geological and topographical conditions, that amendments to the California Fire Code, 2022 Edition, are necessary to protect life and property, and that such amendments address the following issues: (1) high fire hazard areas; (2) water supplies; (3) fire extinguishing systems and sprinkler systems, and (4) the storage, handling and use of flammable and combustible liquids and hazardous materials; and
WHEREAS, this City Council does hereby determine that the modifications to the 2022 California Fire Code, as outlined in this Ordinance, are necessary due to local climatic, geographical and topographical conditions;
THE CITY COUNCIL OF THE CITY OF REDLANDS DOES ORDAIN AS FOLLOWS:
Section 1. Chapter 15.20 of the Redlands Municipal Code, titled, “Fire Code,” is hereby deleted in its entirety and rewritten to read as follows:
“Chapter 15.20
FIRE CODE
15.20.010: FINDINGS AND ADOPTION OF THE CALIFORNIA FIRE CODE:
15.20.020: DEFINITIONS:
15.20.030: ESTABLISHMENT OF LIMITS REQUIRED BY THE CALIFORNIA FIRE CODE:
15.20.040: TITLE:
15.20.050: DEPARTMENT OF FIRE PREVENTION:
15.20.060: LIABILITY:
15.20.070: FIRE INVESTIGATIONS:
15.20.080: PERMIT FEES: ANNUAL PERMIT:
15.20.090: FEES NONREFUNDABLE PERMIT FEES:
15.20.091 100: REQUIRED OPERATIONAL PERMITS: FEES NOT REFUNDABLE:
15.20.095 110: INSPECTION FEES: REQUIRED OPERATIONAL PERMITS:
15.20.100 120: BOARD OF APPEALS: INSPECTION FEES:
15.20.110 130:: VIOLATION PENALTIES: ELECTRONIC RECORD KEEPING
15.20.140: BOARD OF APPEALS
15.20.150: VIOLATION PENALTIES
15.20.120 140160: ABATEMENT OF VIOLATION:
15.20.130170: FAILURE TO COMPLY:
15.20.150180: RELIGIOUS CEREMONIES:
15.20.180190: SURFACE AND TURNING RADIUS:
15.20.190200: GRADE:
15.20.200210: OBSTRUCTION OF FIRE APPARATUS ACCESS ROADS:
Redlands Regular Meeting of 11-15-2022 Page 866 of 1131 5 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx
15.20.210220: PREMISES IDENTIFICATION:
15.20.220230: ROOFTOP ADDRESSES
SMOKE OR FOG EMITTING SYSTEMS:
15.20.230240: FIRE HYDRANTS AND MAINS:
15.20.240250: PRIVATE FIRE HYDRANT IDENTIFICATION
15.20.260: PRIVATE FIRE HYDRANT MARKERS
15.20.270: ACCESS TO EQUIPMENT:
15.20.250: GROUP A-1:
15.20.260: GROUP A-2:
15.20.270: GROUP A-3:
15.20.280: SMOKE OR FOG EMITTING SYSTEMS
GROUP A-4:
15.20.290: GROUP A-5A-1:
15.20.300: GROUP BA-2:
15.20.310: GROUP EA-3:
15.20.320: GROUP FA-4:
15.20.330: GROUP MA-5:
15.20.340: GROUP RB:
15.20.350: GROUP SE:
15.20.360: REPAIR GARAGES:GROUP F
15.20.370: BULK STORAGE OF TIRES:GROUP M
15.20.380: SECTION 903.2.9 AMENDED:GROUP R
15.20.390: STORIES WITHOUT OPENINGS:GROUP S
15.20.400: SECTION 903.2.11.3 AMENDED:REPAIR GARAGES
15.20.410: GROUP U OCCUPANCY:BULK STORAGE OF TIRES
15.20.420: NFPA 13D SPRINKLER SYSTEMS: SECTION 903.2.9 AMENDED
15.20.430: WATER SUPPLY FOR AREAS WITHOUT CITY WATER SERVICE:STORIES
WITHOUT OPENINGS
15.20.440: AREA INCREASE AND RECONSTRUCTION:SECTION 903.2.11.3 AMENDED
15.20.450: CHANGE IN USE:GROUT U OCCUPANCY
15.20.460: ADAPTIVE REUSE:NFPA13D SPRINKLER SYSTEMS
15.20.470: SECTION 905.4 AMENDED:WATER SUPPLY FOR AREAS WITHOUT CITY
WATER SERVICE
15.20.480: SMOKE AND HEAT VENTS, MECHANICAL SMOKE EXHAUST SYSTEMS AND
DRAFT CURTAINS:AREA INCREASE AND RECONSTRUCTION
15.20.490: SPRINKLERED BUILDINGS: CHANGE IN USE
15.20.500: SECTION 914.12 ADDED: ADAPTIVE REUSE
15.20.510: SECTION 905.4 AMENDED
15.20.520: FIREWORKS: SMOKE AND HEAT VENTS, MECHANICAL SMOKE EXHAUST
SYSTEMS AND DRAFT CURTAINS
15.20.520.1: MINOR CHARGE:
15.20.520.2: PROPERTY:
15.20.520.3: RESPONSE COSTS:
15.20.520.4: RESPONSIBLE GUARDIAN:
15.20.520.5: PROHIBITION:
Redlands Regular Meeting of 11-15-2022 Page 867 of 1131 6 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx
15.20.520.6: APPLICATION OF STATE LAW:
15.20.520.7: LIABILITY FOR RESPONSE COSTS:
15.20.530: WILDLAND-URBAN INTERFACE FIRE AREA:SPRINKLER BUILDINGS
15.20.540: VEGETATION MANAGEMENT:SECTION 914.12 ADDED
15.20.550: DEFENSIBLE SPACE: EMERGENCY RESPONDER RADIO COVERAGE IN
EXISTING BUILDINGS
15.20.560: FIRE PROTECTION PLAN:FIREWORKS
15.20.570: APPENDIX B:MINOR CHARGE
15.20.580: APPENDIX BB:PROPERTY
15.20.590: APPENDIX C: RESPONSE COSTS
15.20.600: APPENDIX CC: RESPONSIBLE GUARDIAN
15.20.610: APPENDIX D: PROHIBITION
15.20.620: VIOLATION; PENALTY:APPLICATION OF STATE LAW
15.20.630: LIABILITY FOR RESPONSE COSTS
15.20.640: WILDLANDS-URBAN INTERFACE FIRE AREA
15.20.650: VEGETATION MANAGEMENT
15.20.660: DEFENSIBLE SPACE
15.20.670: FIRE PROTECTION PLAN
15.20.680: APPENDIX B
15.20.690: APPENDIX BB
15.20.700: APPENDIX C
15.20.710: APPENDIX CC
15.20.720: APPENDIX D
15.20.730: APPENDIX O
15.20.740: VIOLATION PENALTY
15.20.010: FINDINGS AND ADOPTION OF THE CALIFORNIA FIRE CODE:
A. Findings: The City Council of the City of Redlands hereby finds and determines:
1. That the International Code Council is a private organization which has been in existence for a period of at least three (3) years.
2. That the International Fire Code, 20182021 edition, published by said organization, is a nationally recognized compilation of proposed rules, regulations, and standards of said organization.
3. That the international fire code has been printed and published as a code in book form within the meaning of section 50022.2 et seq., of the California Government Code.
4. That the California fire code, also known as the California code of regulations, title 24, part 9, a portion of the "California building standards code" as defined in the "California building standards law" commencing with section 18901 of the Health And Safety Code, is assigned to the California building standards commission, which by law is responsible for approving all building standards within the state of California. The 20192022 edition of the California Redlands Regular Meeting of 11-15-2022 Page 868 of 1131 7 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx fire code incorporates by reference the 20182021 edition of the international fire code, with necessary California amendments.
5. That a copy of the 20192022 California fire code, certified by the city clerk of the city of Redlands to be a true copy, has been filed for use and examination by the public in the fire prevention office of the Redlands fire department and the office of the city clerk.
6. The sections of said California fire code may be referred to by the number used in said published compilation, preceded by the words "California fire code section" or "fire code section", and may also be referred to by additional reference to this municipal code and sections therein pertaining to said California fire code.
7. That the additional requirements and standards established herein are needed to properly protect the health, safety, and welfare of the existing and future residents and workers within the city of Redlands. Said requirements and standards are reasonably necessary because of local climatic, geological, and topographical conditions, and comply with existing state laws and regulations.
8. The city council finds and determines that the local variances from the California fire code - building standards, California code of regulations, title 24, part 9, contained in the city fire code, are reasonably necessary because of local climatic, topographic and geographical considerations.
B. Adoption Of The California Fire Code: The city council of the city of Redlands hereby adopts by reference, the 20192022 California fire code, and appendices B, BB, C, CC, and D, including fees and penalties, as compiled and adopted by the California building standards commission; along with certain amendments, additions, deletions and exceptions based upon the city council's findings that the same are necessary based upon local climatic, geologic and topographical conditions. The provisions of the California fire code, California fire code appendix chapters, and the California fire code appendices shall be applicable in all areas within the city of Redlands. The city council of the city of Redlands hereby adopts and amends the 20192022 edition of the California fire code, as compiled and published by the California building standards commission.
15.20.020: DEFINITIONS:
A. Wherever the word "jurisdiction" is used in the fire code, it shall mean the city of Redlands.
B. Wherever the term "corporation counsel" is used in the fire code, it shall mean the city attorney for the city of Redlands.
C. Wherever the term "fire chief" is used in the fire code, it shall mean the fire chief of the city of Redlands, or his or her authorized representative.
D. Wherever the term "fire department" is used in the fire code, it shall mean the fire department of the city of Redlands.
Redlands Regular Meeting of 11-15-2022 Page 869 of 1131 8 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx E. An employee of the city of Redlands fire department, when enforcing the California fire code, this municipal code and other laws, rules and regulations relating to fire and life safety, fire prevention and fire investigation, shall be deemed a "peace officer" as those words are used in section 830.31 of the California Penal Code.
F. Whenever the term "fire marshal" is used in the fire code, it shall mean the supervisor of the fire prevention bureau and shall serve as the fire code official under the direction of the fire chief, or the fire chief's authorized representative. The community risk reduction division of the fire department shall be responsible for fire prevention department duties within the city of Redlands.
15.20.030: ESTABLISHMENT OF LIMITS REQUIRED BY THE CALIFORNIA FIRE CODE:
A. Storage of Flammable Cryogenic Fluids: Pursuant to section 5504.1 of the California fire code, flammable cryogenic fluids shall not be permitted to be stored, dispensed, or used unless, in the opinion of the fire code official, such storage will not create an unacceptable threat to the occupants and property owners.
B. Storage of Explosives and Blasting Agents: Pursuant to section 5601.1 of the California fire code, the storage of explosives and blasting agents is prohibited in all areas unless authorized by the fire code official.
C. Storage Of Class I And II Liquids: Pursuant to sections 5704.1 and 5706.1 of the California fire code, the storage of class I and class II liquids in outside aboveground unprotected tanks is prohibited in all areas of the city unless the fire code official determines, with specific documented findings, that such an installation will not create a hazard to life or property in the area.
D. Storage Of Liquefied Petroleum Gases: Pursuant to section 6101.3 of the California fire code, the aggregate capacity of any one installation for the bulk storage of liquefied petroleum gases shall not exceed two thousand (2,000) water gallons (7571 liters) in commercial, residential and other areas where, in the opinion of the fire code official, the location of bulk storage of liquefied petroleum gases would create a threat to life and property.
15.20.040: TITLE:
Section 101.1 of chapter 1, division II of the California fire code is hereby amended to read as follows:
101.1 Title. These regulations shall be known as the fire code of the city of Redlands, hereinafter referred to for purposes of this chapter 15.20 as "this code."
15.20.050: DEPARTMENT OF FIRE PREVENTION:
Section 103.2 of chapter 1, division II of the California fire code is hereby deleted.
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15.20.060: LIABILITY:
Section 104.123 of chapter 1, division II of the California fire code is hereby added to read as follows:
104.123.1 Cost Recovery. Fire suppression, investigation and rescue or emergency medical costs are recoverable in accordance with Health and Safety Code sections 13009 and 13009.1. Any person who negligently or intentionally, or in violation of law, causes an emergency response, including but not limited to, a traffic accident or spill of toxic or flammable fluids or chemicals, is liable for the costs of securing such emergency, including those costs set out in Health And Safety Code section 13009 et seq. and Government Code section 53150 et seq. Any expense incurred by the city for securing such an emergency situation shall constitute a debt of such person and shall be collectible by the city in the same manner as in the case of an obligation under contract, expressed or implied.
A false fire alarm response fee may be imposed and paid after two (2) false fire alarms have been received from any one residential or commercial source, or from any one alarm system, within any consecutive three hundred sixty five (365) day period. The false alarm response fee shall be established by resolution of the city council. 104.123.2 Expense for Securing an Emergency. The expense of securing any emergency or hazard which is the result of a violation of this code or any other code, ordinance or state law, or any damages caused by malicious mischief requiring any corrective or preventive actions conducted by the city may be a charge against the persons or entity whose such emergency or action may constitute a debt of such persons or entity as provided below.
1. The fire chief, or duly authorized representative, may impose the reasonable cost of fire prevention, fire suppression, and protection of the public from other safety hazards when a fire or hazardous condition results from any of the following activities or conditions:
A. Manufacture, transportation, storage, handling, or spilling of hazardous chemicals, flammable or combustible liquids, explosives, or blasting agents; B. Failure to correct a hazardous condition for which a "notice of violation," or equivalent notice, has been previously given by the chief, or duly authorized representative;
C. Use of welding equipment, cutting torch, tar pot, or other open flame device; D. Permitting or causing the accumulation of hazardous or flammable materials; E. Setting of a fire or allowing a fire to be set in violation of any code, ordinance, law or regulation;
Redlands Regular Meeting of 11-15-2022 Page 871 of 1131 10 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx F. Creating, allowing, or maintaining a fire hazard.
15.20.070: FIRE INVESTIGATIONS:
Section 104.101 of chapter 1, division II of the California fire code is hereby amended to read as follows:
104.101 Fire Investigations. The fire code official and the fire department shall investigate the cause, origin and circumstances of any fire, explosion and other hazardous condition.
Information that could be related to trade secrets or processes shall not be made part of the public record except as required by law.
The fire chief or duly authorized representative, is authorized to investigate the cause, origin and circumstances of unauthorized releases of hazardous materials. The Redlands police department and allied law enforcement agencies are authorized to assist the fire department in its investigations when requested to do so.
15.20.080: ANNUAL PERMIT:
Section 105.1.6 of chapter 1, division II of the California fire code is hereby deleted.
15.20.08090: PERMIT FEES:
Section 105.2.5 of chapter 1, division II of the California fire code is hereby added to read as follows:
105.2.5 Permit Fees. Permit fees as established by city council resolution shall be collected by the finance department. Proof of receipt shall accompany all applications for permit prior to any inspection and approval by the city.
15.20.090100: FEES NONREFUNDABLE:
Section 105.2.6 of chapter 1, division II of the California fire code is hereby added to read as follows:
105.2.6 Fees Not Refundable. Permit fees shall not be refundable for any reason after initiation of plan review or inspection procedures.
15.20.091110: REQUIRED OPERATIONAL PERMITS:
Section 105.65.50 of chapter 1, division II of the California fire code is hereby added to read as follows:
105.65.50 55 Fixed Kitchen Hood and Duct Extinguishing System. An operational permit is required to utilize commercial cooking appliances, as defined in Section 602, with a fixed hood and duct fire extinguishing system
Redlands Regular Meeting of 11-15-2022 Page 872 of 1131 11 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx 105.5.55 – Operation Permits
105.5.55 – Construction Permits
105.5.56 – Temporary Haunted Houses, Ghost Walks, and Similar Amusement uses. An operational permit is required in accordance with Appendix O for temporary haunted houses, ghost walks, and similar amusement uses.
15.20.095120: INSPECTION FEES:
Section 106.2107.7 of chapter 1, division II of the California fire code is hereby added to read as follows:
106.2107.7 Inspection Fees. The fire code official is authorized to impose and collect appropriate fees for inspections established by resolution of the city council.
15.20.130: Electronic Record KeepingELECTRONIC RECORD KEEPING Section 109.3.1 of chapter 1, division II of California Fire Code is hereby added to read as follows:
109.3.1. Electronic Record Keeping. The Fire Code Official is authorized to require electronic format submittals for fire protection systems maintenance records.
15.20.100140: BOARD OF APPEALS:
Section 109.1111 of chapter 1, division II of the California fire code is hereby amended to read as follows:
109.1111.1 Board of Appeals. The city planning commission shall serve as the board of appeals. The chief building official, director of development services and the fire chief of the city, or their respective designees, shall serve in an advisory capacity when requested to do so. Board members shall disqualify themselves and shall not participate in any decision in which they have a conflict of interest.
15.20.110150: VIOLATION PENALTIES:
Section 110.4112.4 of chapter 1, division II of the California fire code is hereby amended to read as follows:
110.4112.4.1 Administrative Citation Process Violation Penalties. Persons who shall violate a provision of this code or shall fail to comply with any of the requirements thereof or who shall erect, install, alter, repair or do work in violation of the approved construction documents or directive of the fire code official, or of a permit or certificate used under provisions of this code, shall be guilty of a misdemeanor, punishable by a fine of one thousand dollars ($1,000.00) a day or by imprisonment not exceeding six months, or both such fine and imprisonment. Each day that a violation continues after due notice has been Redlands Regular Meeting of 11-15-2022 Page 873 of 1131 12 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx served shall be deemed a separate offense. The city may also prosecute or enforce violations of this chapter as a criminal offense in accordance with this section.
A. 112.4.2 Criminal Citation Process
15.20.120160: ABATEMENT OF VIOLATION:
Section 110.4.112.41of chapter 1, division II of the California fire code is hereby amended to read as follows:
110.4.1112.4.1 Abatement of Violation. In addition to the imposition of the penalties herein described, the fire code official is authorized to institute an appropriate action to prevent unlawful construction or to restrain, correct or abate a violation; or to prevent illegal occupancy of a structure or premises; or to stop an illegal act, conduct of business or occupancy of a structure on or about any premises. The expense of such action may be made a lien upon the property upon which such condition exists.
15.20.130170: FAILURE TO COMPLY:
Section 112.4113.4 of chapter 1, division II of the California fire code is hereby amended to read as follows:
112.4113.4 Failure To Comply. Any person who shall continue any work after having been served with a stop work order, except such work as that person is directed to perform to remove a violation or unsafe condition, shall be subject to violation penalties pursuant to section 109.4.1112.4..
15.20.150180: RELIGIOUS CEREMONIES:
Section 308.1.7 of the California fire code is hereby amended to read as follows:
308.1.7 Religious or Other Assembly Ceremonies. Candles held in persons' hands (or on a non-stable device) are especially dangerous and shall not be permitted. Battery operated simulated candles are available and may be used. No permit is required for battery-operated candles or other electric candles.
15.20.180190: SURFACE AND TURNING RADIUS:
Section 503.2.3 of the California fire code is hereby amended to read as follows:
503.2.3 Surface. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced with an approved concrete or asphalt covering so as to provide all-weather driving capabilities. §503.2.3 Fire apparatus access roads for purposes of rapid and reliable fire apparatus access shall be designed and maintained to support the imposed load of fire apparatus weighing at least 75,000 pounds.
Fire apparatus access roads shall be surfaced with an approved concrete or asphalt covering Redlands Regular Meeting of 11-15-2022 Page 874 of 1131 13 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx so as to provide all-weather driving capabilities. Turf block, Ritter Rings, Turf Paver and other similar products shall not be used for fire department access surfacing. Where rural road grades do not exceed 8%, the fire code official may approve access roads of approved native materials or gravel when compacted to ninety-five percent (95%).
TURNING RADIUS
Section 503.2.4 of the California fire code is hereby amended to read as follows:
503.2.4 Turning radius. The required turning radius of a fire apparatus access road shall be an inner radius of nineteen (19)twenty (20) feet and outer radius of thirty-one (31)forty (40) feet.
15.20.190200: GRADE:
Section 503.2.7 of the California fire code is hereby amended to read as follows:
503.2.7 Grade. The grade of the fire apparatus access road shall be a maximum of twelve percent (12%), unless otherwise approved by the fire code official for short distances when appropriate mitigation measures are utilized.
15.20.200210: OBSTRUCTION OF FIRE APPARATUS ACCESS ROADS:
Section 503.4 of the California fire code is hereby amended to read as follows:
503.4 Obstruction of Fire Apparatus Access Roads. Fire apparatus access roads shall not be obstructed in any manner, including the parking of vehicles. The minimum widths and clearances established in section 503.2.1 shall be maintained at all times. Any obstruction or impedance to reasonable access may be removed at the order of the fire code official or the fire department, with the expense of such removal to be borne by the owner of the roadway, or in the case of an obstructing vehicle or object, by the owner of said vehicle or object.
15.20.210220: PREMISES IDENTIFICATION:
Section 505.1 of the California fire code is hereby amended to read as follows:
505.1 Premises Identification. New and existing buildings shall have approved address numbers, building numbers or approved building identification that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be aArabic numerals or alphabet letters. Numbers shall be affixed on a structure in a location with a clear, unobstructed view from the street. All numbers shall be electrically illuminated during the hours of darkness.
Numbers shall be a minimum of 4 inches high with a minimum stroke width of 0.5 inch for single-family residences.
Redlands Regular Meeting of 11-15-2022 Page 875 of 1131 14 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx All multi-family, multi-retail and multi-commercial occupancies shall:
Have a minimum of 6 inch high numbers, with a minimum one inch (1") stroke.
Identify individual units with numbers a minimum of four (4) inches, affixed to the unit's front door entrance or frame. All buildings with a rear door access shall identify that unit with the proper numbers affixed to the door or frame.
All light and heavy industrial occupancies shall have a minimum of ten (10) inch high numbers, with a minimum one-and-one-half inch (11/2") stroke. All complexes that are three (3) stories or greater in height and/or have two (2) or more building units shall have a minimum of ten (10) inch high numbers, with a one-and-one-half inch (11/2") stroke.
Buildings with a total floor area of 100,000 square feet (9290 m2) or greater shall have minimum 12 inch (305 mm) high numbers, with a minimum stroke width of 11/2 inches (38 mm).
All buildings with two (2) or more units shall identify utility meters according to the unit being serviced.
Buildings set-back from the street by 200' or more, shall have additional address number of a minimum of 4" located at the property entrance.
15.20.230: Rooftop AddressesROOFTOP ADDRESSES
Section 505.1.1 of the California fire code is hereby added to read as follows:
§505.1.1 Rooftop Addressing. Buildings exceeding a total square footage of 50,000 square feet shall have rooftop numbers placed parallel to the addressed street for purposes of being visible from the air. The numbers shall be block lettered and shall be a minimum of four (4) feet in height and eighteen (18) inches in width. When more than one street address is assigned to a building, the beginning and ending address numbers are to be placed at opposite ends of the building, indicating the approximate location of the addressed portion of the building.
15.20.220: SMOKE OR FOG EMITTING SYSTEMS:
Section 511 of the California fire code is hereby added to read as follows:
511 Smoke Or Fog Emitting Systems. No alarm system shall be installed in a building or portion of a building which as a part of its operation discharges any gas, vapor, liquid, or other product when the primary intent of the system discharge is to obscure the vision of any person, cause disorientation, or incapacitate any person within the building or portion thereof. Nothing in this section is intended to preclude the connection of an alarm system to any fire suppression system.
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15.20.230250240: FIRE HYDRANTS AND MAINS:
Section 507.5.1 of the California fire code is hereby amended to read as follows:
507.5.1 Where Required. Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 300 feet (91 m) from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official.
Exceptions:
1. For group R-3 and group U occupancies, the distance requirement shall be 600 feet (183 m). This distance may be further modified by the fire code official for such occupancies when buildings are equipped throughout with an approved fire sprinkler system installed in accordance with section 903.3.1.3.
2. Deleted.
15.20.260250: Private Fire Hydrant IdentificationPRIVATE FIRE HYDRANT
IDENTIFICATION
Section 507.5.7: California fire code is hereby added to read as follows:
§507.5.7 Private fire hydrants shall be painted OSHA Safety red or equivalent.
15.20.270260: Private Fire Hydrant MarkersPRIVATE FIRE HYDRANT MARKERS Section 507.5.8: of the California Fire Code is hereby added to read as follows:
§507.5.8 Blue reflective pavement markers shall be placed within six (6) inches of the edge of the center lane line on the side of the nearest hydrant.
15.20.240280270: ACCESS TO EQUIPMENT:
Section 507.5.7:
Section 509.3 of the California fire code is hereby added to read as follows:
509.3 Access to Equipment in Multi-Unit Buildings. When automatic fire sprinkler systems or fire alarm systems are installed in buildings constructed for multiple tenants and these systems protect multiple tenant spaces, the main controls and control appurtenances, such as risers, fire alarm control panels, and valves for such systems, shall be located in an attached or included room or an approved weather-resistant enclosure with at least one exterior access door of not less than 3'-0" by 6'-8".
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15.20.240280: SMOKE OR FOG EMITTING SYSTEMS:
Section 511 of the California fire code is hereby added to read as follows:
511 Smoke Or Fog Emitting Systems. No alarm system shall be installed in a building or portion of a building which as a part of its operation discharges any gas, vapor, liquid, or other product when the primary intent of the system discharge is to obscure the vision of any person, cause disorientation, or incapacitate any person within the building or portion thereof. Nothing in this section is intended to preclude the connection of an alarm system to any fire suppression system.
15.20.250290: GROUP A-1:
Section 903.2.1.1 of the California fire code is hereby amended to read as follows:
903.2.1.1 Group A-1. An automatic sprinkler system shall be provided for group A-1 occupancies.
15.20.260300: GROUP A-2:
Section 903.2.1.2 of the California fire code is hereby amended to read as follows:
903.2.1.2 Group A-2. An automatic sprinkler system shall be provided for group A-2 occupancies.
15.20.270310: GROUP A-3:
Section 903.2.1.3 of the California fire code is hereby amended to read as follows:
903.2.1.3 Group A-3. An automatic sprinkler system shall be provided for group A-3 occupancies.
15.20.280320: GROUP A-4:
Section 903.2.1.4 of the California fire code is hereby amended to read as follows:
903.2.1.4 Group A-4. An automatic sprinkler system shall be provided for group A-4 occupancies.
15.20.290330: GROUP A-5:
Section 903.2.1.5 of the California fire code is hereby amended to read as follows:
Redlands Regular Meeting of 11-15-2022 Page 878 of 1131 17 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx 903.2.1.5 Group A-5. An automatic sprinkler system shall be provided for group A-5 occupancies in the following areas: concession stands, retail areas, press boxes, and other accessory use areas in excess of 200 square feet (19 m2).
15.20.300340: GROUP B:
Section 903.2.1.8 of the California fire code is hereby added to read as follows:
903.2.1.8 Group B. An automatic sprinkler system shall be provided throughout all buildings containing group B occupancies where the fire area exceeds 200 square feet (19 m2).
15.20.310350: GROUP E:
Section 903.2.3 of the California fire code is hereby amended to read as follows:
903.2.3 Group E. Except as provided for in sections 903.2.19 for a new public school campus and 903.2.20 (modernization project), an automatic sprinkler system shall be provided for group E occupancies as follows:
1. Throughout all group E fire areas greater than 200 square feet (19 m2) in area.
2. Throughout every portion of educational buildings below the level of exit discharge.
3. In rooms or areas with special hazards such as laboratories, vocational shops and other such areas where hazardous materials in exempt amounts are used or stored.
15.20.320360: GROUP F:
Section 903.2.4 of the California fire code is hereby amended to read as follows:
903.2.4 Group F. An automatic sprinkler system shall be provided throughout all buildings containing group F occupancy where the fire area exceeds 200 square feet (19 m2).
15.20.330370: GROUP M:
Section 903.2.7 of the California fire code is hereby amended to read as follows:
903.2.7 Group M. An automatic sprinkler system shall be provided throughout buildings containing a group M occupancy where the fire area exceeds 200 square feet (19 m2).
15.20.340380: GROUP R:
Section 903.2.8 of the California fire code is hereby amended to read as follows:
903.2.8 Group R. An automatic sprinkler system installed in accordance with section 903.3 shall be provided throughout all buildings with a group R fire area.
Exceptions:
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1. Existing Group R-3 occupancies converted to Group R-3.1 occupancies not housing bedridden clients, not housing non-ambulatory clients above the first floor, and not housing clients above the second floor.
2. Existing Group R-3 occupancies converted to Group R-3.1 occupancies housing only one bedridden client and complying with Section 435.8.3.3 of the California Building Code.
3. Pursuant to Health and Safety Code, Section 13113, occupancies housing ambulatory children only, none of whom are mentally ill children or children with intellectual disabilities, and the buildings or portions thereof in which such children are housed are not more than two stories in height, and buildings or portions thereof housing such children have an automatic fire alarm system activated by approved smoke detectors.
4. Pursuant to Health Andand Safety Code, Section 13143.6, occupancies licensed for protective social care which house ambulatory clients only, none of whom is a child (under the age of 18 years), or who is elderly (65 years of age or over).
5. When approved by the fire code official, detached group U private garages or carports accessory to a group R-3 occupancy, not located in the high or very high fire hazard areas of the jurisdiction as identified by California Department of Forestry and Fire Protection.
5.6. §903.2.8 Exception 6 When approved by the fire code official, detached group U private garages or carports accessory to a group R-3 occupancy not located within fifty (50) feet from an adjacent building, structure, and/or property line.
15.20.350390: GROUP S:
Section 903.2.9 of the California fire code is hereby amended to read as follows:
903.2.9 Group S. An automatic sprinkler system shall be provided throughout all buildings containing a group S occupancy where the fire area exceeds 200 square feet (19 m2).
15.20.360400: REPAIR GARAGES:
Section 903.2.9.1 of the California fire code is hereby amended to read as follows:
903.2.9.1 Repair Garages. An automatic sprinkler system shall be provided throughout all buildings used as repair garages in accordance with the California building code.
15.20.370410: BULK STORAGE OF TIRES:
Section 903.2.9.2 of the California fire code is hereby amended to read as follows:
Redlands Regular Meeting of 11-15-2022 Page 880 of 1131 19 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx 903.2.9.2 Bulk Storage of Tires. Buildings and structures where the area for the storage of tires exceeds 200 square feet (19 m2) shall be equipped throughout with an automatic sprinkler system in accordance with section 903.3.1.1.
15.20.380420: SECTION 903.2.9 AMENDEDAMENDED:
Section 903.2.9 of the California fire code is hereby amended by the deletion of the exception.
15.20.390430: STORIES WITHOUT OPENINGS:
Section 903.2.11.1 of the California fire code is hereby amended to read as follows:
903.2.11.1 Stories without Openings. An automatic sprinkler system shall be installed throughout all stories, including basements, of all buildings where the floor area exceeds 200 square feet (19 m2) and where there is not provided at least one of the following types of exterior wall openings:
1. Openings below grade that lead directly to ground level by an exterior stairway complying with section 1011 or an outside ramp complying with section 1012.
Openings shall be located in each 50 linear feet (15 240 mm), or fraction thereof, of exterior wall in the story on at least one side.
2. Openings entirely above the adjoining ground level totaling at least 20 square feet (1.86 m2) in each 50 linear feet (15 240 mm), or fraction thereof, of exterior wall in the story on at least one side.
15.20.400440: SECTION 903.2.11.3 AMENDED:
Section 903.2.11.3 of the California fire code is hereby amended by the deletion of the exception.
15.20.410450: GROUP U OCCUPANCY:
Section 903.2.18 of the California fire code is hereby amended to read as follows:
903.2.18 Group U Occupancy. An automatic sprinkler system shall be provided throughout buildings containing a group U occupancy where the fire area exceeds 200 square feet (19 m2).
Exceptions:
1. When approved by the fire code official, group U occupancies, not located in the high or very high fire hazard areas of the jurisdiction as identified by California Department of Forestry and Fire Protection.
1.2.Exception #2: When a group U occupancy is not located within fifty (50) feet from an adjacent building, structure, and/or property line.
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15.20.420460: NFPA 13D SPRINKLER SYSTEMS:
Section 903.3.1.3 of the California fire code is hereby amended to read as follows:
903.3.1.3 NFPA 13D Sprinkler Systems. Automatic sprinkler systems installed in one- and two-family dwellings shall be installed throughout in accordance with NFPA 13D, including attached garages.
15.20.430470: WATER SUPPLY FOR AREAS WITHOUT CITY WATER SERVICE:
Section 903.3.5.3 of the California fire code is hereby added to read as follows:
903.3.5.3 Water Supply For Areas Without City Water Service. In areas without city water service, buildings where the fire area exceeds 200 square feet (19 m2) shall be provided with an approved automatic sprinkler system. Group R-3 occupancies shall be provided with onsite water storage for a minimum 10- minute sprinkler demand. When approved by the fire code official, on-site water storage for other than group R occupancies may be reduced to that required for an approved 30- minute sprinkler demand. These flows and duration do not consider the needs required to provide domestic service. All sprinkler systems shall be suitably freeze-protected for climatic conditions when necessary.
Exception: When approved by the fire code official, group U occupancy, not located in the high or very high fire hazard areas of the jurisdiction as identified by California Department of Forestry and Fire Protection.
15.20.440480: AREA INCREASE AND RECONSTRUCTION:
Section 903.6.1 of the California fire code is hereby amended by adding the following:
903.6.1 Area Increase and Reconstruction. Every existing building or structure relocated or moved onto a property, every building or structure which as a result of fire, earthquake, or other disaster requires demolition and reconstruction, or every existing building or structure that is receiving or has received an addition(s) in which fifty percent (50%) of the original area is exceeded, shall have an approved automatic sprinkler system installed throughout therein.
15.20.450490: CHANGE IN USE:
Section 903.6.2 of the California fire code is hereby amended by adding the following:
903.6.2 Change in Use. Changes made in the character or use of an occupancy shall be approved by the building official and the chief. When there is a change of use or occupancy of a building which exceeds 5,000 square feet in floor area which would place the building in a different division of the same group of occupancy or in a different group of occupancies, the occupancy shall be provided with an approved automatic sprinkler system throughout, unless the proposed use is less hazardous based on fire or life safety risk, than the existing use.
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15.20.460500: ADAPTIVE REUSE:
Section 903.6.3 of the California fire code is hereby amended by adding the following:
903.6.3 Adaptive Reuse. Every existing group R occupancy that is changed to a commercial use shall have an approved automatic sprinkler system installed throughout.
15.20.470510: SECTION 905.4 AMENDED:
Section 905.4 of the California fire code is hereby amended by adding location number 7 to read as follows:
7. When required by other provisions of this code, 21/2 inch hose connections, meeting the requirements of this section and fire department standards, shall be located at every other exterior fire department access door as defined by section 2306.6.1, and arranged so that every portion of the building and its contents can be reached with 150 feet of hose and stream.
15.20.480520: SMOKE AND HEAT VENTS, MECHANICAL SMOKE EXHAUST SYSTEMS AND DRAFT CURTAINS:
Section 910.2 of the California fire code is hereby amended to read as follows:
910.2 Where Required. Where required by this code or otherwise installed, smoke and heat vents or mechanical smoke exhaust systems and draft curtains shall conform to the requirements of this section.
Exceptions:
1. Frozen food warehouses used solely for storage of class I and II commodities where protected by an approved automatic sprinkler system.
2. Deleted.
3. Deleted.
15.20.490530: SPRINKLERED BUILDINGS:
Section 910.3.45 of the California fire code is hereby addedamended to read as follows:
910.3.45 Sprinklered Buildings. Where installed in buildings equipped with an approved automatic sprinkler system, smoke and heat vents shall be designed to operate automatically by the actuation of a heat responsive device rated at least 100 degrees F above the operating temperature of the sprinkler heads, or manually with independent controls for the fire department pursuant to section 914.12.
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15.20.500540: SECTION 914.12 ADDED:
Section 914.12 of the California fire code is hereby added to read as follows:
914.12 Special Requirements For Group F, M, S-1 Or S-2 Distribution Warehouses Greater Than 50,000 Square Feet in Floor Area. Buildings classified primarily as group M, group S-1 or S-2, with no more than 10% of the building square footage occupied with accessory uses, in which the primary use is wholesale or retail sales of bulk products or packaged materials, or for the storage of commodities for distribution, shall be in accordance with this section.
914.12.1 Fire Command Center. A fire command center for fire department operations shall be provided. The location and accessibility of the fire control room shall be approved by the fire code official. The fire control room shall be separated from the remainder of the building by walls and ceilings not less than one-hour fire partitions. The room shall be a minimum of 200 square feet (19 m2) in area, with a minimum dimension of 10 feet (3048 mm). The room shall contain the following as a minimum:
1. The fire alarm control unit and associated equipment.
2. Annunciator panel displaying status of sprinkler control valves and waterflow detectors.
3. Main controls and indicators for mechanical smoke exhaust systems.
4. Graphic with schematic indicating building floor plans, means of egress, fire protection systems, firefighting equipment and access.
5. Other firefighting equipment and system controls as required by the fire code official.
6. Emergency lighting powered by the standby electrical system. 914.12.2 Mechanical Smoke Exhaust. A mechanical smoke exhaust system conforming to the requirements of section 910.4 shall be provided. The system may be combined with environmental or other ventilation air systems when approved by the fire code official. 914.12.3 Standpipe Systems. A class I standpipe system shall be provided, with hose connections located at fire department access doors as required by section 905.4. The system may be interconnected with the building automatic sprinkler systems, and may be supplied by adjacent systems or by a separate riser. Standpipe systems shall conform to the requirements of NFPA 14.
914.12.4 Fire Department Graphic. A printed graphic with schematic diagrams of the building automatic sprinkler systems, fire alarm systems, means of egress, standpipe systems, smoke exhaust systems, access doors, and any other equipment as required by the Redlands Regular Meeting of 11-15-2022 Page 884 of 1131 23 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx fire code official shall be superimposed over a building floor plan or site plan and mounted on the wall in a highly visible location in the fire control room. The graphic shall be durable and waterproofed.
914.12.5 Standby Power. A standby power generator conforming to the California electrical code shall be provided on the premises, in a protected location. The generator shall have a rated capacity necessary to supply the load of all fire protection features listed below at the same time:
1. Emergency lighting and exit signs necessary for egress.
2. Lighting for the fire control room.
3. Signal and communication systems as applicable.
4. Electrically powered fire pumps required to maintain pressure.
5. Mechanical smoke exhaust systems as required by section 914.12.2.
In addition, a fuel supply sufficient for not less than two hours of operation shall be required on the premises. All electrically connected systems shall be transferred within 60 seconds after losing primary power.
914.12.6 Enhanced Communications. When required by the fire code official, enhanced communication equipment, such as bi-directional amplifiers, shall be provided in the building for dedicated use by the fire department. When such equipment is required to be installed, it shall be provided with a standby power supply. 914.12.7 Other Requirements. All fire protection systems shall comply with fire department standards regarding installation, signage and labeling, maintenance, and other requirements as specified by the fire code official.
15.20.550: EMERGENCY RESPONDER RADIO COVERAGE IN EXISTING BUILDINGS Section 1103.2 of the California Fire Code is hereby amended to read as follows:
§1103.2 Criteria 2: Within one (1) year of completion date. All plans and permits shall be submitted for review within six (6) months of completion date.
15.20.520550560: FIREWORKS:
Section 5608 of the California Fire Code is hereby added to read as follows:
"Fireworks" means any device containing chemical elements and chemical compounds capable of burning independently of the oxygen of the atmosphere and producing audible, visual, mechanical, or thermal effect which are useful as pyrotechnic devices or for Redlands Regular Meeting of 11-15-2022 Page 885 of 1131 24 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx entertainment. The term "Fireworks" includes, but is not limited to, devices designated by the manufacturer as Fireworks, firecrackers, torpedoes, skyrockets, roman candles, rockets, sparklers, chasers, fountains, smoke sparks, aerial bombs, and Fireworks kits. "Fireworks" includes both "dangerous Fireworks" and "safe and sane" Fireworks as defined in the California Health and Safety Code.
15.20.520.560570 1: MINOR CHARGE:
"Minor charge" is a person under the age of eighteen (18) years for whom a responsible guardian has the legal care, custody or control.
15.20.520570580.2: PROPERTY:
"Property" shall mean any private property; including but not limited to, a residence, yard, or field, whether or not occupied as a dwelling, and whether owned, leased, rented or used with or without compensation.
15.20.520580590.3: RESPONSE COSTS:
"Response costs" means those reasonable and necessary costs directly incurred by City public safety or other personnel for a response to an unpermitted discharge or illegal storage of fireworks, and include the cost of providing law enforcement, firefighting, or other services arising from the unpermitted discharge or illegal storage, maintaining or handling of fireworks, including but not limited to:
A. Salaries and benefits of public safety or other personnel for the amount of time spent responding to, remaining at, or otherwise dealing with the unpermitted discharge or illegal storage of fireworks, and the administrative costs attributable to any response; B. The cost of any medical treatment to or for any public safety personnel injured responding to, remaining at, or leaving the scene of the unpermitted discharge or illegal storage of fireworks;
C. The cost of repairing or replacing any public safety equipment or property damage, and the cost of use of any such equipment, in responding to, remaining at, or leaving the scene of any unpermitted discharge or illegal storage of fireworks; and D. The disposal cost of confiscated fireworks.
15.20.520590600.4: RESPONSIBLE GUARDIAN:
"Responsible guardian" means a parent, guardian or other person having the legal care, custody, or control of his or her minor charge.
15.20.520600610.5: PROHIBITION:
Redlands Regular Meeting of 11-15-2022 Page 886 of 1131 25 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx Except as otherwise provided in this Code, no person shall have in his or her possession, or keep, store, use, shoot, discharge, set off, ignite, explode, manufacture, sell, offer to sell, give, transport, or improperly dispose of any fireworks or dangerous or safe and sane fireworks.
A. Except where otherwise expressly provided in this Code or under a permit issued by the California State Fire Marshal or the Fire Chief, it shall be unlawful for any person to possess, offer for sale, or store any fireworks.
B. Except where otherwise expressly provided in this Code, it shall be unlawful for any property owner or tenant to allow or permit the possession, sale, use or discharge of fireworks at or on their property when the property owner or tenant knows or should know of the possession, sale, use or discharge of fireworks at or on such property.
C. The Fire Chief and his or her authorized representatives shall have the authority to seize, take, and remove any fireworks, dangerous fireworks, and safe and sane fireworks. The Fire Chief and his authorized representatives may charge any person whose fireworks are seized pursuant to this section.
D. Every person who causes, aids, abets or conceals a violation of the California Fire Code is guilty of violating the California Fire Code. Each such person, corporation or firm shall be deemed guilty of a misdemeanor of a separate offense for each day or portion thereof during which any violation of any provision of the California Fire Code is committed, continued, permitted or maintained by such person, firm or corporation.
15.20.520610620.6: APPLICATION OF STATE LAW:
Nothing in this section 15.20.520 shall limit any of the penalties provided in the California Health and Safety Code or the California Penal Code with regard to the offer for sale, exposing for sale, sale at retail, use or discharge of any fireworks.
15.20.520620630.7: LIABILITY FOR RESPONSE COSTS:
A. Any person who violates this section 15.20.520 shall be liable for response costs incurred in responding to the unpermitted use, discharge or storage of fireworks.
B. If a person who violated this section 15.20.520 is a minor charge, the responsible guardian of the minor charge and the minor charge shall be jointly and severally liable for the response costs incurred pursuant to this section 15.20.520.
C. To incur liability for response costs imposed by this section 15.20.520, a person who violates this section 15.20.520 need not be present at the event that causes the response giving rise to the imposition of response costs.
D. Response costs imposed by this section 15.20.520 are in addition to any other costs that may be recovered under this Code or State law.
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15.20.530630640: WILDLAND-URBAN INTERFACE FIRE AREA:
Section 4902.1 the definition of the Local Responsibility Area (LRA) is hereby added to read as follows:
Local Responsibility Area (LRA) is defined as lands within the geographical boundaries found in the map within the city of Redlands general plan figure 8.1.
15.20.540640650: VEGETATION MANAGEMENT
Section 49086.1.1 of the California fire code is hereby added to read as follows:
Section 4908 Vegetation Management
49086.1.1 Vegetation ManagementMaintenance. Persons owning, leasing, controlling, operating or maintaining buildings or structures in, upon or adjoining hazardous fire areas, and persons owning, leasing or controlling land adjacent to such buildings or structures, shall at all times:
Maintain an effective fuel modification zone by removing, clearing, or modifying away combustible vegetation and other flammable materials from areas within 100 feet from such buildings or structures. (See exception 3 for fire-resistive construction and other features for approval and/or a reduction of the fuel modification zone.) The fuel modification zone may be replanted with either approved irrigated, fire-resistant planting material or approved nonirrigated, drought-tolerant, fire-resistant plant material. Use of plants, trees, and/or shrubs on the Redlands fire department wildland urban interface high fire severity area undesirable list, must be specifically approved by the fire code official. Use of any of the plantings on the list is subject to periodic, ongoing inspections by the fire department to ensure proper maintenance. Inspections may incur fees payable by the property owner. Failure to maintain the plants and trees on this list in accordance with plan approval could result in the plants, trees, and/or shrubs being ordered to be removed at the expense of the property owner.
Replanting of the fuel modification zone may be required for erosion control.
Exceptions:
1. Single specimens of trees, ornamental shrubbery or similar plants used as ground covers, provided that they do not form a means of rapidly transmitting fire from the native growth to any structure.
2. Grass and other vegetation located more than 30 feet from buildings or structures and less than 18 inches (457 mm) in height above the ground need not be removed where necessary to stabilize the soil and prevent erosion.
3. With the approval of the fire code official, the width of the fuel modification zone may be reduced where fire-resistive structures or other features are constructed. However, in no case shall the fuel modification zone be reduced to less than 30 feet. See Redlands Regular Meeting of 11-15-2022 Page 888 of 1131 27 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx California building code chapter 7A and international wildland-urban interface code for the minimum requirements of a fire-resistive structure.
Remove portions of trees, which extend within 10 feet of the outlet of a chimney, Maintain trees adjacent to or overhanging a building free of deadwood, and Maintain the roof of a structure free of leaves, needles or other dead vegetative growth.
If the owner fails to correct such conditions, the fire code official is authorized to cause the same to be done and make the expense of such correction a lien upon the property where such condition exists.
15.20.550: DEFENSIBLE SPACE:
Section 4907.1 of the California fire code is hereby added to read as follows:
Section 4907.1 Defensible Space
4907.1 General. Persons owning or controlling property within the city's very high fire hazard severity zone shall maintain defensible space as prescribed by the fire protection plan, site specific conditions, or as approved by the fire code official per sections 4908 and 4909 of this code.
15.20.550660: DEFENSIBLE SPACE
Section 4907.4 of the California fire code is hereby added to read as follows:
§4907.4 Defensible space zones. All existing habitable buildings and structures withing the Very High Fire Hazard Severity Zone (VHFHSZ) shall maintain defensible space in accordance with sections 4907.4.1, 4907.4.2, and 4907.4.3. The fire code official may require additional fuel modification measures to be taken by the property owner when extreme hazardous vegetation conditions are present.
§4907.4.1 Zone Zero (0-5 feet) – Ember Resistant. Zone zero zones shall be maintained in accordance with sections 4907.4.1.1 through 4907.4.1.8. §4907.4.1.1 Vegetation. Vegetation shall be in accordance with the following:
1. Ornamental and native shrubs shall be thinned, relocated, or removed to provide no more than fifty (50) percent density and/or coverage and shall be positioned to limit plan continuity and inhibit fire progression.
2. Remove all dead, dying, or diseased vegetation, including where applicable on portions of live vegetation and dead, dying, or diseased grass, plants, shrubs, branches, leaves, and weeds.
3. Maintain grasses to a maximum height of four (4) inches.
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4. Maintain large shrubs and hedges exceeding six (6) feet in height such that limbs are not within 4 feet of the ground or one-third of its height, whichever is less.
5. Vines are to be limited on the structure.
6. Vegetation under windows shall be kept to below eighteen (18) inches.
7. Consideration shall be given to properties with more fire-resistive construction, lower flammability plant species, and frequent irrigation. §4907.4.1.2 Tree Maintenance. Tree maintenance shall be in accordance with the following:
1. Trees shall be maintained (i.e., cleaned, thinned, raised) to reduce the spread of fire.
2. Tree branches shall have six (6) feet of clearance above roofs, combustible fences, combustible structures, and the ground. Additional clearance equal to three (3) times the height of the shrub is needed if shrubs are located under tree branches.
3. Dead, dying, or diseased trees shall be removed. An evaluation by a licensed arborist with recommendations on removal of dying or diseased trees may be required by the fire code official.
§4907.4.1.3 Balconies, Overhangs, and Porches. The underside of balconies, overhangs, and porches shall be kept clear of combustible vegetation. §4907.4.1.4 Organic Wood Chips and Mulch. Organic mulch and wood chip application is prohibited. Non-combustible materials such as concrete, gravel, decomposed granite, or other approved materials shall be used within this zone. §4907.4.1.45 Firewood. Firewood shall not be stored within this zone. §4907.4.1.56 Chimneys. All chimneys shall have a spark arrestor and all branches shall be a minimum of ten (10) feet from chimneys, stovepipe outlet, and heater outlets. §4907.4.1.67 Propane Tanks. Dead, dying, or diseased vegetation shall be removed from within ten (10) feet of propane tanks.
§4907.4.1.78 Roofs and Gutters. Maintain the roof and gutters to be free of leaves, needles, or other vegetation.
§4907.4.1.89 Firefighter Access. Remove hazardous items that would hinder existing firefighter access to all sides of the structure.
§4907.4.2 Zone One (5-30 feet) – Lean, Clean, and Green Zone. Zone one zones shall be maintained in accordance with sections 4907.4.2.1 through 4907.4.2.5. §4907.4.2.1 Vegetation. Vegetation shall be in accordance with the following:
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1. Ornamental and native shrubs shall be thinned, relocated, or removed to provide no more than fifty (50) percent density and/or coverage and shall be positioned to limit plan continuity and inhibit fire progression.
2. Remove all dead, dying, or diseased vegetation, including where applicable on portions of live vegetation and dead, dying, or diseased grass, plants, shrubs, branches, leaves, and weeds.
3. Maintain grasses to a maximum height of four (4) inches.
4. Maintain large shrubs and hedges exceeding six (6) feet in height such that limbs are not within 4 feet of the ground or one-third of its height, whichever is less.
5. Consideration shall be given to properties with more fire-resistive construction, lower flammability plant species, and frequent irrigation. §4907.4.2.2 Tree Maintenance. Tree maintenance shall be in accordance with the following:
1. Trees shall be maintained (i.e., cleaned, thinned, raised) to reduce the spread of fire.
2. Tree branches shall have six (6) feet of clearance above roofs, combustible fences, combustible structures, and the ground. Additional clearance equal to three (3) times the height of the shrub is needed if shrubs are located under tree branches.
3. Dead, dying, or diseased trees shall be removed. An evaluation by a licensed arborist with recommendations on removal of dying or diseased trees may be required by the fire code official.
§4907.4.2.3 Organic Wood Chips and Mulch. Organic mulch and wood chips shall be kept at a depth of three (3) inches.
§4907.4.2.4 Propane Tanks. Dead, dying, or diseased vegetation shall be removed from within ten (10) feet of propane tanks.
§4907.4.2.5 Firefighter Access. Remove hazardous items that would hinder existing firefighter access to all sides of the structure.
§4907.4.3 Zone Two (30-100 feet) – Fuel Reduction Zone. Zone one zones shall be maintained in accordance with sections 4907.4.3.1 through 4907.4.3.5. §4907.4.3.1 Vegetation. Vegetation shall be in accordance with the following:
1. Ornamental and native shrubs shall be thinned, relocated, or removed to provide no more than sixty (60) percent density and/or coverage and shall be positioned to limit plan continuity and inhibit fire progression.
2. Remove all dead, dying, or diseased vegetation, including where applicable on portions of live vegetation and dead, dying, or diseased grass, plants, shrubs, branches, leaves, and weeds.
3. Maintain grasses to a maximum height of eighteen (18) inches.
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4. Maintain large shrubs and hedges exceeding six (6) feet in height such that limbs are not within four (4) feet of the ground or one-third of its height, whichever is less.
5. Consideration shall be given to properties with more fire-resistive construction, lower flammability plant species, and frequent irrigation. §4907.4.3.2 Tree Maintenance. Tree maintenance shall be in accordance with the following:
1. Trees shall be maintained (i.e., cleaned, thinned, raised) to reduce the spread of fire.
2. Tree branches shall have six (6) feet of clearance above roofs, combustible fences, combustible structures, and the ground. Additional clearance equal to three (3) times the height of the shrub is needed if shrubs are located under tree branches.
3. Dead, dying, or diseased trees shall be removed. An evaluation by a licensed arborist with recommendations on removal of dying or diseased trees may be required by the fire code official.
4. All exposed wood piles shall have a minimum of ten (10) feet of clearance down to bare mineral soil in all direction.
§4907.4.3.3 Organic Wood Chips and Mulch. Organic mulch and wood chips shall be kept at a depth of three (3) inches.
§4907.4.3.4 Propane Tanks. Dead, dying, or diseased vegetation shall be removed from within ten (10) feet of propane tanks.
§4907.4.3.5 Firefighter Access. Remove hazardous items that would hinder existing firefighter access to all sides of the structure.
15.20.560660670: FIRE PROTECTION PLAN:
Section 49094903 of the California fire code is hereby addedamended to read as follows:
Section 49094903 Fire Protection Plan
49094903.1 General. A fire protection plan (FPP), approved by the fire code official, shall be required for all new development within the wildland-urban interface area.
The FPP shall include mitigation measures consistent with the unique problems resulting from the location, topography, geology, flammable vegetation, and climate of the proposed site.
The FPP shall address water supply, access, building ignition and fire resistance, fire protection systems and equipment, defensible space and vegetation management.
The FPP shall be consistent with the requirements of California building code chapter 7A, and the international wildland-urban interface code, and the Redlands municipal code.
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15.20.570670680: APPENDIX B:
Section B105.2 of appendix B of the California fire code is hereby amended by amending the exception to read as follows:
Exception: A reduction in required fire-flow of up to 50 percent (50%), as approved, is allowed when the building is provided with an approved automatic sprinkler system installed in accordance with section 903.3.1.1 or 903.3.1.2. The resulting fire-flow shall not be less than 1,500 gallons per minute (5678 l/min) for the prescribed duration as specified in table B105.1(2).
15.20.580680690: APPENDIX BB:
Section BB105.1 of appendix BB of the California fire code is hereby amended by amending the exception to read as follows:
Exception: A reduction in required fire-flow of up to 50 percent (50%), is allowed when the building is provided with an approved automatic sprinkler system. When a reduction in fire flow is used, fire flow shall not be less than 1500 gpm.
15.20.590690700: APPENDIX C:
Appendix C is hereby adopted in its entirety without amendments or deletions.
15.20.600700710: APPENDIX CC:
Appendix CC is hereby adopted in its entirety without amendments or deletions.
15.20.610710720: APPENDIX D:
Appendix D is hereby adopted in its entirety with the following additions and amendments:
Section D101.2 of appendix D of the California fire code is hereby added to read as follows:
D101.2 Construction Documents. Construction documents for proposed fire apparatus access location of fire lanes, security gates across fire apparatus access and construction documents and hydraulic calculations for fire hydrant systems shall be submitted to the fire department for review and approval prior to construction.
Section D101.3 of appendix D of the California fire code is hereby added to read as follows:
D101.3 Timing of Installation. When fire apparatus access roads or a water supply for fire protection is required to be installed, such protection shall be installed and made Redlands Regular Meeting of 11-15-2022 Page 893 of 1131 32 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx serviceable prior to and during the time of construction except when approved alternative methods of protection are provided. Temporary street signs shall be installed at each street intersection when construction of new roadways allows passage by vehicles.
Section D102.1 of appendix D of the California fire code is hereby amended to read as follows:
D102.1 Access and Loading. Approved fire apparatus access roads shall be provided for every facility, building or portion of a building thereafter constructed or moved into or within the jurisdiction. The fire apparatus access road shall comply with the requirements of this section and shall extend to within 150 feet of all portions of the facility and all portions of the exterior wall for the first story of the building as measured by an approved route around the exterior of the building or facility.
Section D103.3 of appendix D of the California fire code is hereby amended to read as follows:
D103.3 Turning Radius. 503.2.4 Turning radius. The required turning radius of a fire apparatus access road shall be an inner radius of nineteen (19) (20) feet and outer radius of thirty-one (31) forty (40) feet.
Section D103.4 of appendix D of the California fire code is hereby amended to read as follows:
D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet in length shall be provided with an approved area for turning around fire apparatus.
Section D103.7 of appendix D of the California fire code is hereby added to read as follows:
D103.7 Surface. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus weighing at least 75,000 pounds. The roadway shall be surfaced so as to provide all weather driving capabilities.
Section D103.8 of appendix D of the California fire code is hereby added to read as follows:
D103.8 Authority. The fire code official shall have the authority to require an increase in the minimum access width where they are inadequate for fire or rescue operations.
Section D103.9 of appendix D of the California fire code is hereby added to read as follows:
D103.9 Bygone Roadways. Where fire department access is unduly difficult utilizing bygone roadways, and where modifications would significantly impact the historical significance of the area, the fire chief may authorize alternative means and methods in order to maintain fire department access. Methods may include but are not limited to the posting of signs and notices of parking requirements in order to maintain access.
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15.20.720730: APPENDIX O
Section O0101.2 of the California fire code is hereby amended to read as follows:
§O101.2 Permits. An operational permit shall be required for haunted houses, ghost walks or similar uses in accordance with Appendix O101.2. Permit applications and documents shall be submitted within three (3) weeks of occupancy date. Additional permits shall be obtained from local building department as required for any structural, electrical, or other modifications.
Section 0O103.2 of the California fire code is hereby amended to read as follows:
§O103.2 Tents or membrane structures. Tents and membrane structures may be used when in compliance with all applicable requirements of this regulation, chapter 31 of this code, and when the total floor area of the tent is less than 1,000 square feet and the travel distance to an exit from any location is less than fifty (50) feet.
Section 0O103.7 of the California fire code is hereby amended to read as follows §O103.7 Add Exception #2: Existing unsprinklered assembly spaces, such as gymnasiums, when used for assembly purposes such as grad night.
Section 0O103.7.1.1 of the California fire code is hereby amended to read as follows:
§O103.7.1.1 Obstructions. Fire sprinkler systems and piping, when provided, shall not be obstructed, altered, or used to support any decorations.
Section 0O103.7.2.1 of the California fire code is hereby amended to read as follows:
§O103.7.2.1 Obstructions. Automatic smoke detection systems or devices, when present, shall not be obstructed, altered, or turned off.
Section 0O103.7.4 of the California fire code is hereby added to read as follows:
§O103.7.4 Add Exception. When the total floor area of the tent is less than 1,000 square feet and the travel distance to an exit from any location is less than fifty (50) feet, manually activated devices suitable for sounding an alarm or another approved method of alerting staff shall be provided as approved by the fire code official.
Section 0O103.9.1 of the California fire code is hereby amended to read as follows:
§O103.9.1 Flame retardant. All decorative materials shall be both inherently flame retardant, labeled as such, or be treated with a listed flame-retardant material registered with the California State Fire Marshal. If the material is treated by the user, a container and receipt will serve as proof.
Redlands Regular Meeting of 11-15-2022 Page 895 of 1131 34 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx Section 0O103.12 of the California fire code is hereby amended to read as follows:
§O103.12 Inspections. A fire and life safety inspection shall be conducted by the fire department prior to the start of the event. Final building department inspection and signoff shall be made in conjunction with the fire department.
15.20.620730740: VIOLATION; PENALTY:
A. It is unlawful to violate or fail to comply with any of the provisions of the California fire code, or to fail to comply with any order made pursuant thereto. It is also unlawful to build in violation of any detailed statement of plans or specifications submitted and approved under the California fire code, or any certificate or permit issued thereunder, and from which no appeal has been taken.
B. Except as otherwise specified in this chapter, all violations of the California fire code or its appendices, or the amendments thereto contained in this chapter, are misdemeanors and are punishable as provided in title 1, chapter 1.20 of this code.
C. Every person who causes, aids, abets or conceals a violation of the California fire code is guilty of violating the California fire code. Each such person, corporation or firm shall be deemed guilty of a separate offense for each day or portion thereof during which any violation of any provisions of the California fire code is committed, continued, permitted or maintained by such person, firm or corporation.”
Section 2. If any subsection, sentence, clause, or phrase of this Ordinance is for any reason held to be invalid or unconstitutional by a decision of any court of competent jurisdiction or preempted by State or Federal legislation, such decision or legislation shall not affect the validity of the remaining portions of this Ordinance. The City Council declares that it would have passed this Ordinance and each and every subsection, sentence, clause or phrase not declared invalid or unconstitutional without regard to any such decision or preemptive legislation.
Section 3. The provisions of this Ordinance shall be in force on and after the date upon which this Ordinance becomes effective; provided, however, that where complete plans for buildings have been filed and are pending for building permits prior to the effective date of this Ordinance, permits may be issued in compliance with the governing laws at the time of review and approval of such plans, and the applicant may proceed with construction, provided physical construction is commenced within one hundred eighty (180) days from the date of issuance of the permit and continued to completion.
Section 4. Unless superseded and expressly repealed, references in City forms, documents and regulations to Chapter 15.20 of the Redlands Municipal Code and to the former edition of the California Fire Code shall be construed to apply to the corresponding provisions of Chapter 15.20 of the Redlands Municipal Code and the 202219 edition of the California Fire Code as adopted and established by this Ordinance.
Redlands Regular Meeting of 11-15-2022 Page 896 of 1131 35 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx Section 5. The City Council hereby determines that the adoption of this Ordinance is exempt from review under the California Environmental Quality Act (“CEQA”) pursuant to State CEQA Guidelines Section 15061(b)(3) for the reason that it can be seen with certainty there is no possibility that the adoption of this Ordinance will have a significant effect on the environment.
Section 6. The City Clerk is hereby directed to publish notice in a newspaper of general circulation within the City, in accordance with Government Code section 6066, of the scheduling of a public hearing to consider adoption of this Ordinance on December 6, 2022December 3, 2019. The notice shall state the time and place of the hearing, and shall also state that copies of the California Fire Code, 202219 edition, and the proposed amendments thereto, are on file with the office of the City Clerk and open to public inspection. The notice shall also contain a description which the City Council deems sufficient to serve notice to the interested persons of the purpose of this Ordinance and the subject matter hereof. The City Council further delegates the determination of such sufficiency to the City Manager.
Section 7. The Mayor shall sign this Ordinance and the City Clerk shall certify to the adoption of this Ordinance and shall cause it, or a summary of it, to be published once in a newspaper of general circulation within the City, and thereafter, this Ordinance shall take effect as provided by law.
____________________________
Paul T. Barich Mayor
ATTEST:
______________________________
Jeanne Donaldson, City Clerk
Redlands Regular Meeting of 11-15-2022 Page 897 of 1131 36 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Legislative.docx I, Jeanne Donaldson, City Clerk, City of Redlands, hereby certify that the foregoing Ordinance was duly adopted by the City Council at the regular meeting thereof, held on the _____ day of _______________, 2022, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
______________________________
Jeanne Donaldson, City Clerk
Redlands Regular Meeting of 11-15-2022 Page 898 of 1131 1 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx ORDINANCE NO. 2948
AN ORDINANCE OF THE CITY OF REDLANDS AMENDING CHAPTER 15.20
OF THE REDLANDS MUNICIPAL CODE AND ADOPTING BY REFERENCE THE 2022 EDITION OF THE CALIFORNIA FIRE CODE (CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 9) WITH NECESSARY LOCAL
AMENDMENTS
WHEREAS, Health and Safety Code Section 17958 and Government Code Section 50022 empower the City to adopt by reference the California Building Standards Code, including the California Fire Code; and
WHEREAS, Health and Safety Code Section 17958.5 authorizes the City to make amendments to the California Fire Code on the basis of local climatic, geological or topographical conditions; and
WHEREAS, Health and Safety Code Section 17958.7 requires that before making any modifications or changes pursuant to Health and Safety Code Section 17958.5, the City Council of the City shall make an express finding of local necessity that such modifications or changes are needed; and
WHEREAS, the City Council of the City of Redlands (“City Council”) is informed and finds that these climatic, geological and topographical conditions include, but are not limited to, the following conditions;
1. The City receives relatively low amounts of precipitation, and experiences very low relative humidity levels and extremely high temperatures. These climatic conditions are conductive to the spread of fire. For example, the following data was taken from the recorded temperatures and measured rainfall at the San Bernardino County Flood Control District Office, located at 825 East 3rd Street, San Bernardino:
2019: Maximum temperature greater than 100F recorded during the months of July, August, and September. Total recorded annual rainfall of 18.00 inches, with no rain measured in the months of June, July, August, and October. 2020: Maximum temperature greater than 100F recorded during the months of July, August, and September. Total recorded annual rainfall of 2.72 inches, with no rain measured in the months of April, May, June, August, September, and October.
2021: Maximum temperature greater than 100F recorded during the months of July, August, and September. Total recorded annual rainfall of 9.81 inches, with no rain measured in the months of May and November.
2. The City is subject to extremely strong winds, commonly referred to as “Santa Ana Winds,” which can reach speeds of more than 40 miles per hour. Extensive damage Redlands Regular Meeting of 11-15-2022 Page 899 of 1131 2 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx often occurs during such winds including downed trees, power lines, utility poles and utility service lines. These adverse conditions cause:
A. Fires.
B. Impairment of emergency apparatus access.
C. Delays in response times of emergency apparatus; and D. The depletion of apparatus readily available for fire suppression activities.
Specific amendments to the California Fire Code contained in this Ordinance pursuant to this express finding of local necessity are made to sections: 505.1.1 Rooftop Addresses; 903.2.8, 903.2.18 fire sprinklers; 4906.1.1 Vegetation Management; 4907.4, 4907.4.1, 4907.4.1.1, 4907.4.1.2, 4907.4.1.3, 4907.4.1.4, 4907.4.1.5, 4907.4.1.6, 4907.4.1.7, 4907.4.1.8, 4907.4.1.9, 4907.4.2, 4907.4.2.1, 4907.4.2.2, 4907.4.2.3, 4907.4.2.4, 4907.4.2.5, 4907.4.3, 4907.4.3.1, 4907.4.3.2, 4907.4.3.3, 4907.4.3.4, 4907.4.3.5 Defensible Space; Appendix O Temporary Haunted Houses, Ghost Walks, and Similar Amusement Uses.
3. Within the City there are four earthquake faults:
A. Redlands Heights
B. Banning
C. Crafton
D. The Redlands Fault
Numerous other faults lie in close proximity, including the San Andreas Fault. In the event of a severe earthquake, these faults present the potential for catastrophic damage, including extensive damage to buildings, fire damage to major infrastructure including water and sewer distribution lines, roadways, bridges across a major storm drain and railroad right-of-way, and other impairments to the movement of emergency apparatus.
Specific amendments to the California Fire Code contained in this Ordinance pursuant to this express finding of local necessity are made to sections: 505.1.1 Rooftop Addresses; 903.2.8, 903.2.18 fire sprinklers; 4906.1.1 Vegetation Management; 4907.4, 4907.4.1, 4907.4.1.1, 4907.4.1.2, 4907.4.1.3, 4907.4.1.4, 4907.4.1.5, 4907.4.1.6, 4907.4.1.7, 4907.4.1.8, 4907.4.1.9, 4907.4.2, 4907.4.2.1, 4907.4.2.2, 4907.4.2.3, 4907.4.2.4, 4907.4.2.5, 4907.4.3, 4907.4.3.1, 4907.4.3.2, 4907.4.3.3, 4907.4.3.4, 4907.4.3.5 Defensible Space; Appendix O Temporary Haunted Houses, Ghost Walks, and Similar Amusement Uses.
4. Within the City development has occurred, and continues to occur, which has resulted in severe traffic congestion during peak hours, weekends and holidays, particularly on the following streets and highways: Citrus Avenue, Cajon Street, Orange Street, Lugonia Avenue, Colton Avenue, Tennessee Street, San Timoteo Canyon, Interstate 10 Freeway, and Alabama Street; thus decreasing response time. This development includes high-rise structures, institutional, commercial, Redlands Regular Meeting of 11-15-2022 Page 900 of 1131 3 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx industrial and residential structures. Development has occurred within the portion of the City known as Sunset Hills, where roadways have been built in areas of severe topographical conditions including street and driveway grades in excess of 12%. Such traffic congestion and severe roadway conditions extend the time for emergency vehicles to reach the scene of fires and other emergencies.
Specific amendments to the California Fire Code contained in this Ordinance pursuant to this express finding of local necessity are made to sections: 505.1.1 Rooftop Addresses; 903.2.8, 903.2.18 fire sprinklers; 4906.1.1 Vegetation Management; 4907.4, 4907.4.1, 4907.4.1.1, 4907.4.1.2, 4907.4.1.3, 4907.4.1.4, 4907.4.1.5, 4907.4.1.6, 4907.4.1.7, 4907.4.1.8, 4907.4.1.9, 4907.4.2, 4907.4.2.1, 4907.4.2.2, 4907.4.2.3, 4907.4.2.4, 4907.4.2.5, 4907.4.3, 4907.4.3.1, 4907.4.3.2, 4907.4.3.3, 4907.4.3.4, 4907.4.3.5 Defensible Space; Appendix O Temporary Haunted Houses, Ghost Walks, and Similar Amusement Uses.
WHEREAS, this City Council is informed and finds that because the City is subject to the above referenced climatic, geological and topographical conditions, that amendments to the California Fire Code, 2022 Edition, are necessary to protect life and property, and that such amendments address the following issues: (1) high fire hazard areas; (2) water supplies; (3) fire extinguishing systems and sprinkler systems, and (4) the storage, handling and use of flammable and combustible liquids and hazardous materials; and
WHEREAS, this City Council does hereby determine that the modifications to the 2022 California Fire Code, as outlined in this Ordinance, are necessary due to local climatic, geographical and topographical conditions;
THE CITY COUNCIL OF THE CITY OF REDLANDS DOES ORDAIN AS FOLLOWS:
Section 1. Chapter 15.20 of the Redlands Municipal Code, titled, “Fire Code,” is hereby deleted in its entirety and rewritten to read as follows:
“Chapter 15.20
FIRE CODE
15.20.010: FINDINGS AND ADOPTION OF THE CALIFORNIA FIRE CODE:
15.20.020: DEFINITIONS:
15.20.030: ESTABLISHMENT OF LIMITS REQUIRED BY THE CALIFORNIA FIRE CODE:
15.20.040: TITLE:
15.20.050: DEPARTMENT OF FIRE PREVENTION:
15.20.060: LIABILITY:
15.20.070: FIRE INVESTIGATIONS:
15.20.080: ANNUAL PERMIT:
15.20.090: PERMIT FEES:
15.20. 100: FEES NOT REFUNDABLE:
15.20. 110: REQUIRED OPERATIONAL PERMITS:
15.20. 120: INSPECTION FEES:
15.20. 130: ELECTRONIC RECORD KEEPING
Redlands Regular Meeting of 11-15-2022 Page 901 of 1131 4 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx
15.20.140: BOARD OF APPEALS
15.20.150: VIOLATION PENALTIES
15.20. 160: ABATEMENT OF VIOLATION:
15.20.170: FAILURE TO COMPLY:
15.20.180: RELIGIOUS CEREMONIES:
15.20.190: SURFACE AND TURNING RADIUS:
15.20.200: GRADE:
15.20.210: OBSTRUCTION OF FIRE APPARATUS ACCESS ROADS:
15.20.220: PREMISES IDENTIFICATION:
15.20.230: ROOFTOP ADDRESSES
:
15.20.240: FIRE HYDRANTS AND MAINS:
15.20.250: PRIVATE FIRE HYDRANT IDENTIFICATION
15.20.260: PRIVATE FIRE HYDRANT MARKERS
15.20.270: ACCESS TO EQUIPMENT:
15.20.280: SMOKE OR FOG EMITTING SYSTEMS
15.20.290: GROUP -A-1:
15.20.300: GROUP A-2:
15.20.310: GROUP A-3:
15.20.320: GROUP A-4:
15.20.330: GROUP A-5:
15.20.340: GROUP B:
15.20.350: GROUP E:
15.20.360: GROUP F
15.20.370: GROUP M
15.20.380: GROUP R
15.20.390: GROUP S
15.20.400: REPAIR GARAGES
15.20.410: BULK STORAGE OF TIRES
15.20.420: SECTION 903.2.9 AMENDED
15.20.430: STORIES WITHOUT OPENINGS
15.20.440: SECTION 903.2.11.3 AMENDED
15.20.450: GROUT U OCCUPANCY
15.20.460: NFPA13D SPRINKLER SYSTEMS
15.20.470: WATER SUPPLY FOR AREAS WITHOUT CITY WATER SERVICE5.20.480:
AREA INCREASE AND RECONSTRUCTION
15.20.490: CHANGE IN USE
15.20.500: ADAPTIVE REUSE
15.20.510: SECTION 905.4 AMENDED
15.20.520: : SMOKE AND HEAT VENTS, MECHANICAL SMOKE EXHAUST SYSTEMS
AND DRAFT CURTAINS
15.20.530: SPRINKLER BUILDINGS
15.20.540: SECTION 914.12 ADDED
15.20.550: : EMERGENCY RESPONDER RADIO COVERAGE IN EXISTING BUILDINGS Redlands Regular Meeting of 11-15-2022 Page 902 of 1131 5 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx
15.20.560: :FIREWORKS
15.20.570: MINOR CHARGE15.20.580: PROPERTY
15.20.590: RESPONSE COSTS
15.20.600: RESPONSIBLE GUARDIAN
15.20.610: PROHIBITION
15.20.620: APPLICATION OF STATE LAW
15.20.630: LIABILITY FOR RESPONSE COSTS
15.20.640: WILDLANDS-URBAN INTERFACE FIRE AREA
15.20.650: VEGETATION MANAGEMENT
15.20.660: DEFENSIBLE SPACE
15.20.670: FIRE PROTECTION PLAN
15.20.680: APPENDIX B
15.20.690: APPENDIX BB
15.20.700: APPENDIX C
15.20.710: APPENDIX CC
15.20.720: APPENDIX D
15.20.730: APPENDIX O
15.20.740: VIOLATION PENALTY
15.20.010: FINDINGS AND ADOPTION OF THE CALIFORNIA FIRE CODE:
A. Findings: The City Council of the City of Redlands hereby finds and determines:
1. That the International Code Council is a private organization which has been in existence for a period of at least three (3) years.
2. That the International Fire Code, 2021 edition, published by said organization, is a nationally recognized compilation of proposed rules, regulations, and standards of said organization.
3. That the international fire code has been printed and published as a code in book form within the meaning of section 50022.2 et seq., of the California Government Code.
4. That the California fire code, also known as the California code of regulations, title 24, part 9, a portion of the "California building standards code" as defined in the "California building standards law" commencing with section 18901 of the Health And Safety Code, is assigned to the California building standards commission, which by law is responsible for approving all building standards within the state of California. The 2022 edition of the California fire code incorporates by reference the 2021 edition of the international fire code, with necessary California amendments.
5. That a copy of the 2022 California fire code, certified by the city clerk of the city of Redlands to be a true copy, has been filed for use and examination by the public in the fire prevention office of the Redlands fire department and the office of the city clerk.
Redlands Regular Meeting of 11-15-2022 Page 903 of 1131 6 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx
6. The sections of said California fire code may be referred to by the number used in said published compilation, preceded by the words "California fire code section" or "fire code section", and may also be referred to by additional reference to this municipal code and sections therein pertaining to said California fire code.
7. That the additional requirements and standards established herein are needed to properly protect the health, safety, and welfare of the existing and future residents and workers within the city of Redlands. Said requirements and standards are reasonably necessary because of local climatic, geological, and topographical conditions, and comply with existing state laws and regulations.
8. The city council finds and determines that the local variances from the California fire code - building standards, California code of regulations, title 24, part 9, contained in the city fire code, are reasonably necessary because of local climatic, topographic and geographical considerations.
B. Adoption Of The California Fire Code: The city council of the city of Redlands hereby adopts by reference, the 2022 California fire code, and appendices B, BB, C, CC, and D, including fees and penalties, as compiled and adopted by the California building standards commission; along with certain amendments, additions, deletions and exceptions based upon the city council's findings that the same are necessary based upon local climatic, geologic and topographical conditions. The provisions of the California fire code, California fire code appendix chapters, and the California fire code appendices shall be applicable in all areas within the city of Redlands. The city council of the city of Redlands hereby adopts and amends the 2022 edition of the California fire code, as compiled and published by the California building standards commission.
15.20.020: DEFINITIONS:
A. Wherever the word "jurisdiction" is used in the fire code, it shall mean the city of Redlands.
B. Wherever the term "corporation counsel" is used in the fire code, it shall mean the city attorney for the city of Redlands.
C. Wherever the term "fire chief" is used in the fire code, it shall mean the fire chief of the city of Redlands, or his or her authorized representative.
D. Wherever the term "fire department" is used in the fire code, it shall mean the fire department of the city of Redlands.
E. An employee of the city of Redlands fire department, when enforcing the California fire code, this municipal code and other laws, rules and regulations relating to fire and life safety, fire prevention and fire investigation, shall be deemed a "peace officer" as those words are used in section 830.31 of the California Penal Code.
F. Whenever the term "fire marshal" is used in the fire code, it shall mean the supervisor of the fire prevention bureau and shall serve as the fire code official under the direction of the fire chief, or the fire chief's authorized representative. The community risk reduction division of Redlands Regular Meeting of 11-15-2022 Page 904 of 1131 7 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx the fire department shall be responsible for fire prevention department duties within the city of Redlands.
15.20.030: ESTABLISHMENT OF LIMITS REQUIRED BY THE CALIFORNIA FIRE CODE:
A. Storage of Flammable Cryogenic Fluids: Pursuant to section 5504.1 of the California fire code, flammable cryogenic fluids shall not be permitted to be stored, dispensed, or used unless, in the opinion of the fire code official, such storage will not create an unacceptable threat to the occupants and property owners.
B. Storage of Explosives and Blasting Agents: Pursuant to section 5601.1 of the California fire code, the storage of explosives and blasting agents is prohibited in all areas unless authorized by the fire code official.
C. Storage Of Class I And II Liquids: Pursuant to sections 5704.1 and 5706.1 of the California fire code, the storage of class I and class II liquids in outside aboveground unprotected tanks is prohibited in all areas of the city unless the fire code official determines, with specific documented findings, that such an installation will not create a hazard to life or property in the area.
D. Storage Of Liquefied Petroleum Gases: Pursuant to section 6101.3 of the California fire code, the aggregate capacity of any one installation for the bulk storage of liquefied petroleum gases shall not exceed two thousand (2,000) water gallons (7571 liters) in commercial, residential and other areas where, in the opinion of the fire code official, the location of bulk storage of liquefied petroleum gases would create a threat to life and property.
15.20.040: TITLE:
Section 101.1 of chapter 1, division II of the California fire code is hereby amended to read as follows:
101.1 Title. These regulations shall be known as the fire code of the city of Redlands, hereinafter referred to for purposes of this chapter 15.20 as "this code."
15.20.050: DEPARTMENT OF FIRE PREVENTION:
Section 103.2 of chapter 1, division II of the California fire code is hereby deleted.
15.20.060: LIABILITY:
Section 104.13 of chapter 1, division II of the California fire code is hereby added to read as follows:
104.13.1 Cost Recovery. Fire suppression, investigation and rescue or emergency medical costs are recoverable in accordance with Health and Safety Code sections 13009 and 13009.1. Any person who negligently or intentionally, or in violation of law, causes an Redlands Regular Meeting of 11-15-2022 Page 905 of 1131 8 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx emergency response, including but not limited to, a traffic accident or spill of toxic or flammable fluids or chemicals, is liable for the costs of securing such emergency, including those costs set out in Health And Safety Code section 13009 et seq. and Government Code section 53150 et seq. Any expense incurred by the city for securing such an emergency situation shall constitute a debt of such person and shall be collectible by the city in the same manner as in the case of an obligation under contract, expressed or implied.
A false fire alarm response fee may be imposed and paid after two (2) false fire alarms have been received from any one residential or commercial source, or from any one alarm system, within any consecutive three hundred sixty five (365) day period. The false alarm response fee shall be established by resolution of the city council. 104.13.2 Expense for Securing an Emergency. The expense of securing any emergency or hazard which is the result of a violation of this code or any other code, ordinance or state law, or any damages caused by malicious mischief requiring any corrective or preventive actions conducted by the city may be a charge against the persons or entity whose such emergency or action may constitute a debt of such persons or entity as provided below.
1. The fire chief, or duly authorized representative, may impose the reasonable cost of fire prevention, fire suppression, and protection of the public from other safety hazards when a fire or hazardous condition results from any of the following activities or conditions:
A. Manufacture, transportation, storage, handling, or spilling of hazardous chemicals, flammable or combustible liquids, explosives, or blasting agents; B. Failure to correct a hazardous condition for which a "notice of violation," or equivalent notice, has been previously given by the chief, or duly authorized representative;
C. Use of welding equipment, cutting torch, tar pot, or other open flame device; D. Permitting or causing the accumulation of hazardous or flammable materials; E. Setting of a fire or allowing a fire to be set in violation of any code, ordinance, law or regulation;
F. Creating, allowing, or maintaining a fire hazard.
15.20.070: FIRE INVESTIGATIONS:
Section 104.11 of chapter 1, division II of the California fire code is hereby amended to read as follows:
Redlands Regular Meeting of 11-15-2022 Page 906 of 1131 9 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx 104.11 Fire Investigations. The fire code official and the fire department shall investigate the cause, origin and circumstances of any fire, explosion and other hazardous condition.
Information that could be related to trade secrets or processes shall not be made part of the public record except as required by law.
The fire chief or duly authorized representative, is authorized to investigate the cause, origin and circumstances of unauthorized releases of hazardous materials. The Redlands police department and allied law enforcement agencies are authorized to assist the fire department in its investigations when requested to do so.
15.20.080: ANNUAL PERMIT:
Section 105.1.6 of chapter 1, division II of the California fire code is hereby deleted.
15.20.090: PERMIT FEES:
Section 105.2.5 of chapter 1, division II of the California fire code is hereby added to read as follows:
105.2.5 Permit Fees. Permit fees as established by city council resolution shall be collected by the finance department. Proof of receipt shall accompany all applications for permit prior to any inspection and approval by the city.
15.20.100: FEES NONREFUNDABLE:
Section 105.2.6 of chapter 1, division II of the California fire code is hereby added to read as follows:
105.2.6 Fees Not Refundable. Permit fees shall not be refundable for any reason after initiation of plan review or inspection procedures.
15.20.110: REQUIRED OPERATIONAL PERMITS:
Section 105.5.50 of chapter 1, division II of the California fire code is hereby added to read as follows:
105.5.55 Fixed Kitchen Hood and Duct Extinguishing System. An operational permit is required to utilize commercial cooking appliances, as defined in Section 602, with a fixed hood and duct fire extinguishing system
105.5.56 – Temporary Haunted Houses, Ghost Walks, and Similar Amusement uses. An operational permit is required in accordance with Appendix O for temporary haunted houses, ghost walks, and similar amusement uses.
15.20.120: INSPECTION FEES:
Redlands Regular Meeting of 11-15-2022 Page 907 of 1131 10 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx Section 107.7 of chapter 1, division II of the California fire code is hereby added to read as follows:
107.7 Inspection Fees. The fire code official is authorized to impose and collect appropriate fees for inspections established by resolution of the city council.
15.20.130: ELECTRONIC RECORD KEEPING
Section 109.3.1 of chapter 1, division II of California Fire Code is hereby added to read as follows:
109.3.1. Electronic Record Keeping. The Fire Code Official is authorized to require electronic format submittals for fire protection systems maintenance records.
15.20.140: BOARD OF APPEALS:
Section 111 of chapter 1, division II of the California fire code is hereby amended to read as follows:
111.1 Board of Appeals. The city planning commission shall serve as the board of appeals.
The chief building official, director of development services and the fire chief of the city, or their respective designees, shall serve in an advisory capacity when requested to do so.
Board members shall disqualify themselves and shall not participate in any decision in which they have a conflict of interest.
15.20.150: VIOLATION PENALTIES:
Section 112.4 of chapter 1, division II of the California fire code is hereby amended to read as follows:
112.4.1 Administrative Citation Process Violation Penalties. Persons who shall violate a provision of this code or shall fail to comply with any of the requirements thereof or who shall erect, install, alter, repair or do work in violation of the approved construction documents or directive of the fire code official, or of a permit or certificate used under provisions of this code, shall be guilty of a misdemeanor, punishable by a fine of one thousand dollars ($1,000.00) a day or by imprisonment not exceeding six months, or both such fine and imprisonment. Each day that a violation continues after due notice has been served shall be deemed a separate offense. The city may also prosecute or enforce violations of this chapter as a criminal offense in accordance with this section.
15.20.160: ABATEMENT OF VIOLATION:
Section .112.4of chapter 1, division II of the California fire code is hereby amended to read as follows:
112.4.1 Abatement of Violation. In addition to the imposition of the penalties herein described, the fire code official is authorized to institute an appropriate action to prevent Redlands Regular Meeting of 11-15-2022 Page 908 of 1131 11 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx unlawful construction or to restrain, correct or abate a violation; or to prevent illegal occupancy of a structure or premises; or to stop an illegal act, conduct of business or occupancy of a structure on or about any premises. The expense of such action may be made a lien upon the property upon which such condition exists.
15.20.170: FAILURE TO COMPLY:
Section 113.4 of chapter 1, division II of the California fire code is hereby amended to read as follows:
113.4 Failure To Comply. Any person who shall continue any work after having been served with a stop work order, except such work as that person is directed to perform to remove a violation or unsafe condition, shall be subject to violation penalties pursuant to section 112.4.
15.20.180: RELIGIOUS CEREMONIES:
Section 308.1.7 of the California fire code is hereby amended to read as follows:
308.1.7 Religious or Other Assembly Ceremonies. Candles held in persons' hands (or on a non-stable device) are especially dangerous and shall not be permitted. Battery operated simulated candles are available and may be used. No permit is required for battery-operated candles or other electric candles.
15.20.190: SURFACE AND TURNING RADIUS:
Section 503.2.3 of the California fire code is hereby amended to read as follows:
503.2.3 Surface §503.2.3 Fire apparatus access roads for purposes of rapid and reliable fire apparatus access shall be designed and maintained to support the imposed load of fire apparatus weighing at least 75,000 pounds. Fire apparatus access roads shall be surfaced with an approved concrete or asphalt covering so as to provide all-weather driving capabilities. Turf block, Ritter Rings, Turf Paver and other similar products shall not be used for fire department access surfacing. Where rural road grades do not exceed 8%, the fire code official may approve access roads of approved native materials or gravel when compacted to ninety-five percent (95%).
TURNING RADIUS
Section 503.2.4 of the California fire code is hereby amended to read as follows:
503.2.4 Turning radius. The required turning radius of a fire apparatus access road shall be an inner radius of twenty (20) feet and outer radius of forty (40) feet.
15.20.200: GRADE:
Redlands Regular Meeting of 11-15-2022 Page 909 of 1131 12 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx Section 503.2.7 of the California fire code is hereby amended to read as follows:
503.2.7 Grade. The grade of the fire apparatus access road shall be a maximum of twelve percent (12%), unless otherwise approved by the fire code official for short distances when appropriate mitigation measures are utilized.
15.20.210: OBSTRUCTION OF FIRE APPARATUS ACCESS ROADS:
Section 503.4 of the California fire code is hereby amended to read as follows:
503.4 Obstruction of Fire Apparatus Access Roads. Fire apparatus access roads shall not be obstructed in any manner, including the parking of vehicles. The minimum widths and clearances established in section 503.2.1 shall be maintained at all times. Any obstruction or impedance to reasonable access may be removed at the order of the fire code official or the fire department, with the expense of such removal to be borne by the owner of the roadway, or in the case of an obstructing vehicle or object, by the owner of said vehicle or object.
15.20.220: PREMISES IDENTIFICATION:
Section 505.1 of the California fire code is hereby amended to read as follows:
505.1 Premises Identification. New and existing buildings shall have approved address numbers, building numbers or approved building identification that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numerals or alphabet letters. Numbers shall be affixed on a structure in a location with a clear, unobstructed view from the street. All numbers shall be electrically illuminated during the hours of darkness.
Numbers shall be a minimum of 4 inches high with a minimum stroke width of 0.5 inch for single-family residences.
All multi-family, multi-retail and multi-commercial occupancies shall:
Have a minimum of 6 inch high numbers, with a minimum one inch (1") stroke.
Identify individual units with numbers a minimum of four (4) inches, affixed to the unit's front door entrance or frame. All buildings with a rear door access shall identify that unit with the proper numbers affixed to the door or frame.
All light and heavy industrial occupancies shall have a minimum of ten (10) inch high numbers, with a minimum one-and-one-half inch (11/2") stroke. All complexes that are three (3) stories or greater in height and/or have two (2) or more building units shall have a minimum of ten (10) inch high numbers, with a one-and-one-half inch (11/2") stroke.
Redlands Regular Meeting of 11-15-2022 Page 910 of 1131 13 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx Buildings with a total floor area of 100,000 square feet (9290 m2) or greater shall have minimum 12 inch (305 mm) high numbers, with a minimum stroke width of 11/2 inches (38 mm).
All buildings with two (2) or more units shall identify utility meters according to the unit being serviced.
Buildings set-back from the street by 200' or more, shall have additional address number of a minimum of 4" located at the property entrance.
15.20.230: ROOFTOP ADDRESSES
Section 505.1.1 of the California fire code is hereby added to read as follows:
505.1.1 Rooftop Addressing. Buildings exceeding a total square footage of 50,000 square feet shall have rooftop numbers placed parallel to the addressed street for purposes of being visible from the air. The numbers shall be block lettered and shall be a minimum of four (4) feet in height and eighteen (18) inches in width. When more than one street address is assigned to a building, the beginning and ending address numbers are to be placed at opposite ends of the building, indicating the approximate location of the addressed portion of the building.
15.20.240: FIRE HYDRANTS AND MAINS:
Section 507.5.1 of the California fire code is hereby amended to read as follows:
507.5.1 Where Required. Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 300 feet (91 m) from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official.
Exceptions:
1. For group R-3 and group U occupancies, the distance requirement shall be 600 feet (183 m). This distance may be further modified by the fire code official for such occupancies when buildings are equipped throughout with an approved fire sprinkler system installed in accordance with section 903.3.1.3.
2. Deleted.
15.20.250: PRIVATE FIRE HYDRANT IDENTIFICATION
Section 507.5.7: California fire code is hereby added to read as follows:
Redlands Regular Meeting of 11-15-2022 Page 911 of 1131 14 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx 507.5.7 Private fire hydrants shall be painted OSHA Safety red or equivalent.
15.20.260: PRIVATE FIRE HYDRANT MARKERS
Section 507.5.8: of the California Fire Code is hereby added to read as follows:
507.5.8 Blue reflective pavement markers shall be placed within six (6) inches of the edge of the center lane line on the side of the nearest hydrant.
15.20.270: ACCESS TO EQUIPMENT:
Section 507.5.7:
Section 509.3 of the California fire code is hereby added to read as follows:
509.3 Access to Equipment in Multi-Unit Buildings. When automatic fire sprinkler systems or fire alarm systems are installed in buildings constructed for multiple tenants and these systems protect multiple tenant spaces, the main controls and control appurtenances, such as risers, fire alarm control panels, and valves for such systems, shall be located in an attached or included room or an approved weather-resistant enclosure with at least one exterior access door of not less than 3'-0" by 6'-8".
15.20.280: SMOKE OR FOG EMITTING SYSTEMS:
Section 511 of the California fire code is hereby added to read as follows:
511 Smoke Or Fog Emitting Systems. No alarm system shall be installed in a building or portion of a building which as a part of its operation discharges any gas, vapor, liquid, or other product when the primary intent of the system discharge is to obscure the vision of any person, cause disorientation, or incapacitate any person within the building or portion thereof. Nothing in this section is intended to preclude the connection of an alarm system to any fire suppression system.
15.20.290: GROUP A-1:
Section 903.2.1.1 of the California fire code is hereby amended to read as follows:
903.2.1.1 Group A-1. An automatic sprinkler system shall be provided for group A-1 occupancies.
15.20.300: GROUP A-2:
Section 903.2.1.2 of the California fire code is hereby amended to read as follows:
Redlands Regular Meeting of 11-15-2022 Page 912 of 1131 15 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx 903.2.1.2 Group A-2. An automatic sprinkler system shall be provided for group A-2 occupancies.
15.20.310: GROUP A-3:
Section 903.2.1.3 of the California fire code is hereby amended to read as follows:
903.2.1.3 Group A-3. An automatic sprinkler system shall be provided for group A-3 occupancies.
15.20.320: GROUP A-4:
Section 903.2.1.4 of the California fire code is hereby amended to read as follows:
903.2.1.4 Group A-4. An automatic sprinkler system shall be provided for group A-4 occupancies.
15.20.330: GROUP A-5:
Section 903.2.1.5 of the California fire code is hereby amended to read as follows:
903.2.1.5 Group A-5. An automatic sprinkler system shall be provided for group A-5 occupancies in the following areas: concession stands, retail areas, press boxes, and other accessory use areas in excess of 200 square feet (19 m2).
15.20.340: GROUP B:
Section 903.2.1.8 of the California fire code is hereby added to read as follows:
903.2.1.8 Group B. An automatic sprinkler system shall be provided throughout all buildings containing group B occupancies where the fire area exceeds 200 square feet (19 m2).
15.20.350: GROUP E:
Section 903.2.3 of the California fire code is hereby amended to read as follows:
903.2.3 Group E. Except as provided for in sections 903.2.19 for a new public school campus and 903.2.20 (modernization project), an automatic sprinkler system shall be provided for group E occupancies as follows:
1. Throughout all group E fire areas greater than 200 square feet (19 m2) in area.
2. Throughout every portion of educational buildings below the level of exit discharge.
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3. In rooms or areas with special hazards such as laboratories, vocational shops and other such areas where hazardous materials in exempt amounts are used or stored.
15.20.360: GROUP F:
Section 903.2.4 of the California fire code is hereby amended to read as follows:
903.2.4 Group F. An automatic sprinkler system shall be provided throughout all buildings containing group F occupancy where the fire area exceeds 200 square feet (19 m2).
15.20.370: GROUP M:
Section 903.2.7 of the California fire code is hereby amended to read as follows:
903.2.7 Group M. An automatic sprinkler system shall be provided throughout buildings containing a group M occupancy where the fire area exceeds 200 square feet (19 m2).
15.20.380: GROUP R:
Section 903.2.8 of the California fire code is hereby amended to read as follows:
903.2.8 Group R. An automatic sprinkler system installed in accordance with section 903.3 shall be provided throughout all buildings with a group R fire area.
Exceptions:
1. Existing Group R-3 occupancies converted to Group R-3.1 occupancies not housing bedridden clients, not housing non-ambulatory clients above the first floor, and not housing clients above the second floor.
2. Existing Group R-3 occupancies converted to Group R-3.1 occupancies housing only one bedridden client and complying with Section 435.8.3.3 of the California Building Code.
3. Pursuant to Health and Safety Code, Section 13113, occupancies housing ambulatory children only, none of whom are mentally ill children or children with intellectual disabilities, and the buildings or portions thereof in which such children are housed are not more than two stories in height, and buildings or portions thereof housing such children have an automatic fire alarm system activated by approved smoke detectors.
4. Pursuant to Health and Safety Code, Section 13143.6, occupancies licensed for protective social care which house ambulatory clients only, none of whom is a child (under the age of 18 years), or who is elderly (65 years of age or over).
5. When approved by the fire code official, detached group U private garages or carports accessory to a group R-3 occupancy, not located in the high or very high fire hazard areas of the jurisdiction as identified by California Department of Forestry and Fire Protection.
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6. When approved by the fire code official, detached group U private garages or carports accessory to a group R-3 occupancy not located within fifty (50) feet from an adjacent building, structure, and/or property line.
15.20.390: GROUP S:
Section 903.2.9 of the California fire code is hereby amended to read as follows:
903.2.9 Group S. An automatic sprinkler system shall be provided throughout all buildings containing a group S occupancy where the fire area exceeds 200 square feet (19 m2).
15.20.400: REPAIR GARAGES:
Section 903.2.9.1 of the California fire code is hereby amended to read as follows:
903.2.9.1 Repair Garages. An automatic sprinkler system shall be provided throughout all buildings used as repair garages in accordance with the California building code.
15.20.410: BULK STORAGE OF TIRES:
Section 903.2.9.2 of the California fire code is hereby amended to read as follows:
903.2.9.2 Bulk Storage of Tires. Buildings and structures where the area for the storage of tires exceeds 200 square feet (19 m2) shall be equipped throughout with an automatic sprinkler system in accordance with section 903.3.1.1.
15.20.420: SECTION 903.2.9 AMENDED:
Section 903.2.9 of the California fire code is hereby amended by the deletion of the exception.
15.20.430: STORIES WITHOUT OPENINGS:
Section 903.2.11.1 of the California fire code is hereby amended to read as follows:
903.2.11.1 Stories without Openings. An automatic sprinkler system shall be installed throughout all stories, including basements, of all buildings where the floor area exceeds 200 square feet (19 m2) and where there is not provided at least one of the following types of exterior wall openings:
1. Openings below grade that lead directly to ground level by an exterior stairway complying with section 1011 or an outside ramp complying with section 1012.
Openings shall be located in each 50 linear feet (15 240 mm), or fraction thereof, of exterior wall in the story on at least one side.
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2. Openings entirely above the adjoining ground level totaling at least 20 square feet (1.86 m2) in each 50 linear feet (15 240 mm), or fraction thereof, of exterior wall in the story on at least one side.
15.20.440: SECTION 903.2.11.3 AMENDED:
Section 903.2.11.3 of the California fire code is hereby amended by the deletion of the exception.
15.20.450: GROUP U OCCUPANCY:
Section 903.2.18 of the California fire code is hereby amended to read as follows:
903.2.18 Group U Occupancy. An automatic sprinkler system shall be provided throughout buildings containing a group U occupancy where the fire area exceeds 200 square feet (19 m2).
Exceptions:
1. When approved by the fire code official, group U occupancies, not located in the high or very high fire hazard areas of the jurisdiction as identified by California Department of Forestry and Fire Protection.
2. When a group U occupancy is not located within fifty (50) feet from an adjacent building, structure, and/or property line.
15.20.460: NFPA 13D SPRINKLER SYSTEMS:
Section 903.3.1.3 of the California fire code is hereby amended to read as follows:
903.3.1.3 NFPA 13D Sprinkler Systems. Automatic sprinkler systems installed in one- and two-family dwellings shall be installed throughout in accordance with NFPA 13D, including attached garages.
15.20.470: WATER SUPPLY FOR AREAS WITHOUT CITY WATER SERVICE:
Section 903.3.5.3 of the California fire code is hereby added to read as follows:
903.3.5.3 Water Supply For Areas Without City Water Service. In areas without city water service, buildings where the fire area exceeds 200 square feet (19 m2) shall be provided with an approved automatic sprinkler system. Group R-3 occupancies shall be provided with onsite water storage for a minimum 10-minute sprinkler demand. When approved by the fire code official, on-site water storage for other than group R occupancies may be reduced to that required for an approved 30-minute sprinkler demand. These flows and duration do not consider the needs required to provide domestic service. All sprinkler systems shall be suitably freeze-protected for climatic conditions when necessary.
Redlands Regular Meeting of 11-15-2022 Page 916 of 1131 19 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx Exception: When approved by the fire code official, group U occupancy, not located in the high or very high fire hazard areas of the jurisdiction as identified by California Department of Forestry and Fire Protection.
15.20.480: AREA INCREASE AND RECONSTRUCTION:
Section 903.6.1 of the California fire code is hereby amended by adding the following:
903.6.1 Area Increase and Reconstruction. Every existing building or structure relocated or moved onto a property, every building or structure which as a result of fire, earthquake, or other disaster requires demolition and reconstruction, or every existing building or structure that is receiving or has received an addition(s) in which fifty percent (50%) of the original area is exceeded, shall have an approved automatic sprinkler system installed throughout therein.
15.20.490: CHANGE IN USE:
Section 903.6.2 of the California fire code is hereby amended by adding the following:
903.6.2 Change in Use. Changes made in the character or use of an occupancy shall be approved by the building official and the chief. When there is a change of use or occupancy of a building which exceeds 5,000 square feet in floor area which would place the building in a different division of the same group of occupancy or in a different group of occupancies, the occupancy shall be provided with an approved automatic sprinkler system throughout, unless the proposed use is less hazardous based on fire or life safety risk, than the existing use.
15.20.500: ADAPTIVE REUSE:
Section 903.6.3 of the California fire code is hereby amended by adding the following:
903.6.3 Adaptive Reuse. Every existing group R occupancy that is changed to a commercial use shall have an approved automatic sprinkler system installed throughout.
15.20.510: SECTION 905.4 AMENDED:
Section 905.4 of the California fire code is hereby amended by adding location number 7 to read as follows:
7. When required by other provisions of this code, 21/2 inch hose connections, meeting the requirements of this section and fire department standards, shall be located at every other exterior fire department access door as defined by section 2306.6.1, and arranged so that every portion of the building and its contents can be reached with 150 feet of hose and stream.
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15.20.520: SMOKE AND HEAT VENTS, MECHANICAL SMOKE EXHAUST SYSTEMS AND DRAFT CURTAINS:
Section 910.2 of the California fire code is hereby amended to read as follows:
910.2 Where Required. Where required by this code or otherwise installed, smoke and heat vents or mechanical smoke exhaust systems and draft curtains shall conform to the requirements of this section.
Exceptions:
1. Frozen food warehouses used solely for storage of class I and II commodities where protected by an approved automatic sprinkler system.
2. Deleted.
3. Deleted.
15.20.530: SPRINKLERED BUILDINGS:
Section 910.3.5 of the California fire code is hereby amended to read as follows:
910.3.5 Sprinklered Buildings. Where installed in buildings equipped with an approved automatic sprinkler system, smoke and heat vents shall be designed to operate automatically by the actuation of a heat responsive device rated at least 100 degrees F above the operating temperature of the sprinkler heads, or manually with independent controls for the fire department pursuant to section 914.12.
15.20.540: SECTION 914.12 ADDED:
Section 914.12 of the California fire code is hereby added to read as follows:
914.12 Special Requirements For Group F, M, S-1 Or S-2 Distribution Warehouses Greater Than 50,000 Square Feet in Floor Area. Buildings classified primarily as group M, group S-1 or S-2, with no more than 10% of the building square footage occupied with accessory uses, in which the primary use is wholesale or retail sales of bulk products or packaged materials, or for the storage of commodities for distribution, shall be in accordance with this section.
914.12.1 Fire Command Center. A fire command center for fire department operations shall be provided. The location and accessibility of the fire control room shall be approved by the fire code official. The fire control room shall be separated from the remainder of the building by walls and ceilings not less than one-hour fire partitions. The room shall be a minimum of 200 square feet (19 m2) in area, with a minimum dimension of 10 feet (3048 mm). The room shall contain the following as a minimum:
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1. The fire alarm control unit and associated equipment.
2. Annunciator panel displaying status of sprinkler control valves and waterflow detectors.
3. Main controls and indicators for mechanical smoke exhaust systems.
4. Graphic with schematic indicating building floor plans, means of egress, fire protection systems, firefighting equipment and access.
5. Other firefighting equipment and system controls as required by the fire code official.
6. Emergency lighting powered by the standby electrical system. 914.12.2 Mechanical Smoke Exhaust. A mechanical smoke exhaust system conforming to the requirements of section 910.4 shall be provided. The system may be combined with environmental or other ventilation air systems when approved by the fire code official. 914.12.3 Standpipe Systems. A class I standpipe system shall be provided, with hose connections located at fire department access doors as required by section 905.4. The system may be interconnected with the building automatic sprinkler systems, and may be supplied by adjacent systems or by a separate riser. Standpipe systems shall conform to the requirements of NFPA 14.
914.12.4 Fire Department Graphic. A printed graphic with schematic diagrams of the building automatic sprinkler systems, fire alarm systems, means of egress, standpipe systems, smoke exhaust systems, access doors, and any other equipment as required by the fire code official shall be superimposed over a building floor plan or site plan and mounted on the wall in a highly visible location in the fire control room. The graphic shall be durable and waterproofed.
914.12.5 Standby Power. A standby power generator conforming to the California electrical code shall be provided on the premises, in a protected location. The generator shall have a rated capacity necessary to supply the load of all fire protection features listed below at the same time:
1. Emergency lighting and exit signs necessary for egress.
2. Lighting for the fire control room.
3. Signal and communication systems as applicable.
4. Electrically powered fire pumps required to maintain pressure.
5. Mechanical smoke exhaust systems as required by section 914.12.2.
Redlands Regular Meeting of 11-15-2022 Page 919 of 1131 22 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx In addition, a fuel supply sufficient for not less than two hours of operation shall be required on the premises. All electrically connected systems shall be transferred within 60 seconds after losing primary power.
914.12.6 Enhanced Communications. When required by the fire code official, enhanced communication equipment, such as bi-directional amplifiers, shall be provided in the building for dedicated use by the fire department. When such equipment is required to be installed, it shall be provided with a standby power supply. 914.12.7 Other Requirements. All fire protection systems shall comply with fire department standards regarding installation, signage and labeling, maintenance, and other requirements as specified by the fire code official.
15.20.550: EMERGENCY RESPONDER RADIO COVERAGE IN EXISTING BUILDINGS Section 1103.2 of the California Fire Code is hereby amended to read as follows:
1103.2 Criteria 2: Within one (1) year of completion date. All plans and permits shall be submitted for review within six (6) months of completion date.
15.20.560: FIREWORKS:
Section 5608 of the California Fire Code is hereby added to read as follows:
"Fireworks" means any device containing chemical elements and chemical compounds capable of burning independently of the oxygen of the atmosphere and producing audible, visual, mechanical, or thermal effect which are useful as pyrotechnic devices or for entertainment. The term "Fireworks" includes, but is not limited to, devices designated by the manufacturer as Fireworks, firecrackers, torpedoes, skyrockets, roman candles, rockets, sparklers, chasers, fountains, smoke sparks, aerial bombs, and Fireworks kits. "Fireworks" includes both "dangerous Fireworks" and "safe and sane" Fireworks as defined in the California Health and Safety Code.
15.20.570 1: MINOR CHARGE:
"Minor charge" is a person under the age of eighteen (18) years for whom a responsible guardian has the legal care, custody or control.
15.20.580.2: PROPERTY:
"Property" shall mean any private property; including but not limited to, a residence, yard, or field, whether or not occupied as a dwelling, and whether owned, leased, rented or used with or without compensation.
15.20.590.3: RESPONSE COSTS:
Redlands Regular Meeting of 11-15-2022 Page 920 of 1131 23 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx "Response costs" means those reasonable and necessary costs directly incurred by City public safety or other personnel for a response to an unpermitted discharge or illegal storage of fireworks, and include the cost of providing law enforcement, firefighting, or other services arising from the unpermitted discharge or illegal storage, maintaining or handling of fireworks, including but not limited to:
A. Salaries and benefits of public safety or other personnel for the amount of time spent responding to, remaining at, or otherwise dealing with the unpermitted discharge or illegal storage of fireworks, and the administrative costs attributable to any response; B. The cost of any medical treatment to or for any public safety personnel injured responding to, remaining at, or leaving the scene of the unpermitted discharge or illegal storage of fireworks;
C. The cost of repairing or replacing any public safety equipment or property damage, and the cost of use of any such equipment, in responding to, remaining at, or leaving the scene of any unpermitted discharge or illegal storage of fireworks; and D. The disposal cost of confiscated fireworks.
15.20.600.4: RESPONSIBLE GUARDIAN:
"Responsible guardian" means a parent, guardian or other person having the legal care, custody, or control of his or her minor charge.
15.20.610.5: PROHIBITION:
Except as otherwise provided in this Code, no person shall have in his or her possession, or keep, store, use, shoot, discharge, set off, ignite, explode, manufacture, sell, offer to sell, give, transport, or improperly dispose of any fireworks or dangerous or safe and sane fireworks.
A. Except where otherwise expressly provided in this Code or under a permit issued by the California State Fire Marshal or the Fire Chief, it shall be unlawful for any person to possess, offer for sale, or store any fireworks.
B. Except where otherwise expressly provided in this Code, it shall be unlawful for any property owner or tenant to allow or permit the possession, sale, use or discharge of fireworks at or on their property when the property owner or tenant knows or should know of the possession, sale, use or discharge of fireworks at or on such property.
C. The Fire Chief and his or her authorized representatives shall have the authority to seize, take, and remove any fireworks, dangerous fireworks, and safe and sane fireworks. The Fire Chief and his authorized representatives may charge any person whose fireworks are seized pursuant to this section.
Redlands Regular Meeting of 11-15-2022 Page 921 of 1131 24 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx D. Every person who causes, aids, abets or conceals a violation of the California Fire Code is guilty of violating the California Fire Code. Each such person, corporation or firm shall be deemed guilty of a misdemeanor of a separate offense for each day or portion thereof during which any violation of any provision of the California Fire Code is committed, continued, permitted or maintained by such person, firm or corporation.
15.20.620.6: APPLICATION OF STATE LAW:
Nothing in this section 15.20.520 shall limit any of the penalties provided in the California Health and Safety Code or the California Penal Code with regard to the offer for sale, exposing for sale, sale at retail, use or discharge of any fireworks.
15.20.630.7: LIABILITY FOR RESPONSE COSTS:
A. Any person who violates this section 15.20.520 shall be liable for response costs incurred in responding to the unpermitted use, discharge or storage of fireworks.
B. If a person who violated this section 15.20.520 is a minor charge, the responsible guardian of the minor charge and the minor charge shall be jointly and severally liable for the response costs incurred pursuant to this section 15.20.520.
C. To incur liability for response costs imposed by this section 15.20.520, a person who violates this section 15.20.520 need not be present at the event that causes the response giving rise to the imposition of response costs.
D. Response costs imposed by this section 15.20.520 are in addition to any other costs that may be recovered under this Code or State law.
15.20.640: WILDLAND-URBAN INTERFACE FIRE AREA:
Section 4902.1 the definition of the Local Responsibility Area (LRA) is hereby added to read as follows:
Local Responsibility Area (LRA) is defined as lands within the geographical boundaries found in the map within the city of Redlands general plan figure 8.1.
15.20.650: VEGETATION MANAGEMENT
Section 4906.1.1 of the California fire code is hereby added to read as follows:
4906.1.1 Maintenance. Persons owning, leasing, controlling, operating or maintaining buildings or structures in, upon or adjoining hazardous fire areas, and persons owning, leasing or controlling land adjacent to such buildings or structures, shall at all times:
Redlands Regular Meeting of 11-15-2022 Page 922 of 1131 25 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx Maintain an effective fuel modification zone by removing, clearing, or modifying away combustible vegetation and other flammable materials from areas within 100 feet from such buildings or structures. (See exception 3 for fire-resistive construction and other features for approval and/or a reduction of the fuel modification zone.) The fuel modification zone may be replanted with either approved irrigated, fire-resistant planting material or approved nonirrigated, drought-tolerant, fire-resistant plant material. Use of plants, trees, and/or shrubs on the Redlands fire department wildland urban interface high fire severity area undesirable list, must be specifically approved by the fire code official. Use of any of the plantings on the list is subject to periodic, ongoing inspections by the fire department to ensure proper maintenance. Inspections may incur fees payable by the property owner. Failure to maintain the plants and trees on this list in accordance with plan approval could result in the plants, trees, and/or shrubs being ordered to be removed at the expense of the property owner.
Replanting of the fuel modification zone may be required for erosion control.
Exceptions:
1. Single specimens of trees, ornamental shrubbery or similar plants used as ground covers, provided that they do not form a means of rapidly transmitting fire from the native growth to any structure.
2. Grass and other vegetation located more than 30 feet from buildings or structures and less than 18 inches (457 mm) in height above the ground need not be removed where necessary to stabilize the soil and prevent erosion.
3. With the approval of the fire code official, the width of the fuel modification zone may be reduced where fire-resistive structures or other features are constructed. However, in no case shall the fuel modification zone be reduced to less than 30 feet. See California building code chapter 7A and international wildland-urban interface code for the minimum requirements of a fire-resistive structure.
Remove portions of trees, which extend within 10 feet of the outlet of a chimney, Maintain trees adjacent to or overhanging a building free of deadwood, and Maintain the roof of a structure free of leaves, needles or other dead vegetative growth.
If the owner fails to correct such conditions, the fire code official is authorized to cause the same to be done and make the expense of such correction a lien upon the property where such condition exists.
15.20.660: DEFENSIBLE SPACE
Section 4907.4 of the California fire code is hereby added to read as follows:
4907.4 Defensible space zones. All existing habitable buildings and structures withing the Very High Fire Hazard Severity Zone (VHFHSZ) shall maintain defensible space in Redlands Regular Meeting of 11-15-2022 Page 923 of 1131 26 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx accordance with sections 4907.4.1, 4907.4.2, and 4907.4.3. The fire code official may require additional fuel modification measures to be taken by the property owner when extreme hazardous vegetation conditions are present.
4907.4.1 Zone Zero (0-5 feet) – Ember Resistant. Zone zero zones shall be maintained in accordance with sections 4907.4.1.1 through 4907.4.1.8. 4907.4.1.1 Vegetation. Vegetation shall be in accordance with the following:
1. Ornamental and native shrubs shall be thinned, relocated, or removed to provide no more than fifty (50) percent density and/or coverage and shall be positioned to limit plan continuity and inhibit fire progression.
2. Remove all dead, dying, or diseased vegetation, including where applicable on portions of live vegetation and dead, dying, or diseased grass, plants, shrubs, branches, leaves, and weeds.
3. Maintain grasses to a maximum height of four (4) inches.
4. Maintain large shrubs and hedges exceeding six (6) feet in height such that limbs are not within 4 feet of the ground or one-third of its height, whichever is less.
5. Vines are to be limited on the structure.
6. Vegetation under windows shall be kept to below eighteen (18) inches.
7. Consideration shall be given to properties with more fire-resistive construction, lower flammability plant species, and frequent irrigation. 4907.4.1.2 Tree Maintenance. Tree maintenance shall be in accordance with the following:
1. Trees shall be maintained (i.e., cleaned, thinned, raised) to reduce the spread of fire.
2. Tree branches shall have six (6) feet of clearance above roofs, combustible fences, combustible structures, and the ground. Additional clearance equal to three (3) times the height of the shrub is needed if shrubs are located under tree branches.
3. Dead, dying, or diseased trees shall be removed. An evaluation by a licensed arborist with recommendations on removal of dying or diseased trees may be required by the fire code official.
4907.4.1.3 Balconies, Overhangs, and Porches. The underside of balconies, overhangs, and porches shall be kept clear of combustible vegetation.
4907.4.1.4 Organic Wood Chips and Mulch. Organic mulch and wood chip application is prohibited. Non-combustible materials such as concrete, gravel, decomposed granite, or other approved materials shall be used within this zone. 4907.4.1.5 Firewood. Firewood shall not be stored within this zone. 4907.4.1.6 Chimneys. All chimneys shall have a spark arrestor and all branches shall be a minimum of ten (10) feet from chimneys, stovepipe outlet, and heater outlets.
Redlands Regular Meeting of 11-15-2022 Page 924 of 1131 27 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx 4907.4.1.7 Propane Tanks. Dead, dying, or diseased vegetation shall be removed from within ten (10) feet of propane tanks.
4907.4.1.8 Roofs and Gutters. Maintain the roof and gutters to be free of leaves, needles, or other vegetation.
4907.4.1.9 Firefighter Access. Remove hazardous items that would hinder existing firefighter access to all sides of the structure.
4907.4.2 Zone One (5-30 feet) – Lean, Clean, and Green Zone. Zone one zones shall be maintained in accordance with sections 4907.4.2.1 through 4907.4.2.5. 4907.4.2.1 Vegetation. Vegetation shall be in accordance with the following:
1. Ornamental and native shrubs shall be thinned, relocated, or removed to provide no more than fifty (50) percent density and/or coverage and shall be positioned to limit plan continuity and inhibit fire progression.
2. Remove all dead, dying, or diseased vegetation, including where applicable on portions of live vegetation and dead, dying, or diseased grass, plants, shrubs, branches, leaves, and weeds.
3. Maintain grasses to a maximum height of four (4) inches.
4. Maintain large shrubs and hedges exceeding six (6) feet in height such that limbs are not within 4 feet of the ground or one-third of its height, whichever is less.
5. Consideration shall be given to properties with more fire-resistive construction, lower flammability plant species, and frequent irrigation. 4907.4.2.2 Tree Maintenance. Tree maintenance shall be in accordance with the following:
1. Trees shall be maintained (i.e., cleaned, thinned, raised) to reduce the spread of fire.
2. Tree branches shall have six (6) feet of clearance above roofs, combustible fences, combustible structures, and the ground. Additional clearance equal to three (3) times the height of the shrub is needed if shrubs are located under tree branches.
3. Dead, dying, or diseased trees shall be removed. An evaluation by a licensed arborist with recommendations on removal of dying or diseased trees may be required by the fire code official.
4907.4.2.3 Organic Wood Chips and Mulch. Organic mulch and wood chips shall be kept at a depth of three (3) inches.
4907.4.2.4 Propane Tanks. Dead, dying, or diseased vegetation shall be removed from within ten (10) feet of propane tanks.
4907.4.2.5 Firefighter Access. Remove hazardous items that would hinder existing firefighter access to all sides of the structure.
Redlands Regular Meeting of 11-15-2022 Page 925 of 1131 28 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx 4907.4.3 Zone Two (30-100 feet) – Fuel Reduction Zone. Zone one zones shall be maintained in accordance with sections 4907.4.3.1 through 4907.4.3.5. 4907.4.3.1 Vegetation. Vegetation shall be in accordance with the following:
1. Ornamental and native shrubs shall be thinned, relocated, or removed to provide no more than sixty (60) percent density and/or coverage and shall be positioned to limit plan continuity and inhibit fire progression.
2. Remove all dead, dying, or diseased vegetation, including where applicable on portions of live vegetation and dead, dying, or diseased grass, plants, shrubs, branches, leaves, and weeds.
3. Maintain grasses to a maximum height of eighteen (18) inches.
4. Maintain large shrubs and hedges exceeding six (6) feet in height such that limbs are not within four (4) feet of the ground or one-third of its height, whichever is less.
5. Consideration shall be given to properties with more fire-resistive construction, lower flammability plant species, and frequent irrigation. 4907.4.3.2 Tree Maintenance. Tree maintenance shall be in accordance with the following:
1. Trees shall be maintained (i.e., cleaned, thinned, raised) to reduce the spread of fire.
2. Tree branches shall have six (6) feet of clearance above roofs, combustible fences, combustible structures, and the ground. Additional clearance equal to three (3) times the height of the shrub is needed if shrubs are located under tree branches.
3. Dead, dying, or diseased trees shall be removed. An evaluation by a licensed arborist with recommendations on removal of dying or diseased trees may be required by the fire code official.
4. All exposed wood piles shall have a minimum of ten (10) feet of clearance down to bare mineral soil in all direction.
4907.4.3.3 Organic Wood Chips and Mulch. Organic mulch and wood chips shall be kept at a depth of three (3) inches.
4907.4.3.4 Propane Tanks. Dead, dying, or diseased vegetation shall be removed from within ten (10) feet of propane tanks.
4907.4.3.5 Firefighter Access. Remove hazardous items that would hinder existing firefighter access to all sides of the structure.
15.20.670: FIRE PROTECTION PLAN:
Section 4903 of the California fire code is hereby amended to read as follows:
Section 4903 Fire Protection Plan
Redlands Regular Meeting of 11-15-2022 Page 926 of 1131 29 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx 4903.1 General. A fire protection plan (FPP), approved by the fire code official, shall be required for all new development within the wildland-urban interface area.
The FPP shall include mitigation measures consistent with the unique problems resulting from the location, topography, geology, flammable vegetation, and climate of the proposed site.
The FPP shall address water supply, access, building ignition and fire resistance, fire protection systems and equipment, defensible space and vegetation management.
The FPP shall be consistent with the requirements of California building code chapter 7A, and the international wildland-urban interface code, and the Redlands municipal code.
15.20.680: APPENDIX B:
Section B105.2 of appendix B of the California fire code is hereby amended by amending the exception to read as follows:
Exception: A reduction in required fire-flow of up to 50 percent (50%), as approved, is allowed when the building is provided with an approved automatic sprinkler system installed in accordance with section 903.3.1.1 or 903.3.1.2. The resulting fire-flow shall not be less than 1,500 gallons per minute (5678 l/min) for the prescribed duration as specified in table B105.1(2).
15.20.690: APPENDIX BB:
Section BB105.1 of appendix BB of the California fire code is hereby amended by amending the exception to read as follows:
Exception: A reduction in required fire-flow of up to 50 percent (50%), is allowed when the building is provided with an approved automatic sprinkler system. When a reduction in fire flow is used, fire flow shall not be less than 1500 gpm.
15.20.700: APPENDIX C:
Appendix C is hereby adopted in its entirety without amendments or deletions.
15.20.710: APPENDIX CC:
Appendix CC is hereby adopted in its entirety without amendments or deletions.
15.20.720: APPENDIX D:
Appendix D is hereby adopted in its entirety with the following additions and amendments:
Redlands Regular Meeting of 11-15-2022 Page 927 of 1131 30 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx Section D101.2 of appendix D of the California fire code is hereby added to read as follows:
D101.2 Construction Documents. Construction documents for proposed fire apparatus access location of fire lanes, security gates across fire apparatus access and construction documents and hydraulic calculations for fire hydrant systems shall be submitted to the fire department for review and approval prior to construction.
Section D101.3 of appendix D of the California fire code is hereby added to read as follows:
D101.3 Timing of Installation. When fire apparatus access roads or a water supply for fire protection is required to be installed, such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternative methods of protection are provided. Temporary street signs shall be installed at each street intersection when construction of new roadways allows passage by vehicles.
Section D102.1 of appendix D of the California fire code is hereby amended to read as follows:
D102.1 Access and Loading. Approved fire apparatus access roads shall be provided for every facility, building or portion of a building thereafter constructed or moved into or within the jurisdiction. The fire apparatus access road shall comply with the requirements of this section and shall extend to within 150 feet of all portions of the facility and all portions of the exterior wall for the first story of the building as measured by an approved route around the exterior of the building or facility.
Section D103.3 of appendix D of the California fire code is hereby amended to read as follows:
D103.3 Turning Radius. 503.2.4 Turning radius. The required turning radius of a fire apparatus access road shall be an inner radius of nineteen (20) feet and outer radius of forty (40) feet.
Section D103.4 of appendix D of the California fire code is hereby amended to read as follows:
D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet in length shall be provided with an approved area for turning around fire apparatus.
Section D103.7 of appendix D of the California fire code is hereby added to read as follows:
D103.7 Surface. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus weighing at least 75,000 pounds. The roadway shall be surfaced so as to provide all weather driving capabilities.
Redlands Regular Meeting of 11-15-2022 Page 928 of 1131 31 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx Section D103.8 of appendix D of the California fire code is hereby added to read as follows:
D103.8 Authority. The fire code official shall have the authority to require an increase in the minimum access width where they are inadequate for fire or rescue operations.
Section D103.9 of appendix D of the California fire code is hereby added to read as follows:
D103.9 Bygone Roadways. Where fire department access is unduly difficult utilizing bygone roadways, and where modifications would significantly impact the historical significance of the area, the fire chief may authorize alternative means and methods in order to maintain fire department access. Methods may include but are not limited to the posting of signs and notices of parking requirements in order to maintain access.
15.20.730: APPENDIX O
Section O101.2 of the California fire code is hereby amended to read as follows:
O101.2 Permits. An operational permit shall be required for haunted houses, ghost walks or similar uses in accordance with Appendix O101.2. Permit applications and documents shall be submitted within three (3) weeks of occupancy date. Additional permits shall be obtained from local building department as required for any structural, electrical, or other modifications.
Section O103.2 of the California fire code is hereby amended to read as follows:
O103.2 Tents or membrane structures. Tents and membrane structures may be used when in compliance with all applicable requirements of this regulation, chapter 31 of this code, and when the total floor area of the tent is less than 1,000 square feet and the travel distance to an exit from any location is less than fifty (50) feet.
Section O103.7 of the California fire code is hereby amended to read as follows O103.7 Exception 2: Existing unsprinklered assembly spaces, such as gymnasiums, when used for assembly purposes such as grad night.
Section O103.7.1.1 of the California fire code is hereby amended to read as follows:
O103.7.1.1 Obstructions. Fire sprinkler systems and piping, when provided, shall not be obstructed, altered, or used to support any decorations.
Section O103.7.2.1 of the California fire code is hereby amended to read as follows:
O103.7.2.1 Obstructions. Automatic smoke detection systems or devices, when present, shall not be obstructed, altered, or turned off.
Redlands Regular Meeting of 11-15-2022 Page 929 of 1131 32 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx Section O103.7.4 of the California fire code is hereby added to read as follows:
O103.7.4 Add Exception. When the total floor area of the tent is less than 1,000 square feet and the travel distance to an exit from any location is less than fifty (50) feet, manually activated devices suitable for sounding an alarm or another approved method of alerting staff shall be provided as approved by the fire code official.
Section O103.9.1 of the California fire code is hereby amended to read as follows:
O103.9.1 Flame retardant. All decorative materials shall be both inherently flame retardant, labeled as such, or be treated with a listed flame-retardant material registered with the California State Fire Marshal. If the material is treated by the user, a container and receipt will serve as proof.
Section O103.12 of the California fire code is hereby amended to read as follows:
O103.12 Inspections. A fire and life safety inspection shall be conducted by the fire department prior to the start of the event. Final building department inspection and signoff shall be made in conjunction with the fire department.
15.20.740: VIOLATION; PENALTY:
A. It is unlawful to violate or fail to comply with any of the provisions of the California fire code, or to fail to comply with any order made pursuant thereto. It is also unlawful to build in violation of any detailed statement of plans or specifications submitted and approved under the California fire code, or any certificate or permit issued thereunder, and from which no appeal has been taken.
B. Except as otherwise specified in this chapter, all violations of the California fire code or its appendices, or the amendments thereto contained in this chapter, are misdemeanors and are punishable as provided in title 1, chapter 1.20 of this code.
C. Every person who causes, aids, abets or conceals a violation of the California fire code is guilty of violating the California fire code. Each such person, corporation or firm shall be deemed guilty of a separate offense for each day or portion thereof during which any violation of any provisions of the California fire code is committed, continued, permitted or maintained by such person, firm or corporation.”
Section 2. If any subsection, sentence, clause, or phrase of this Ordinance is for any reason held to be invalid or unconstitutional by a decision of any court of competent jurisdiction or preempted by State or Federal legislation, such decision or legislation shall not affect the validity of the remaining portions of this Ordinance. The City Council declares that it would have passed this Ordinance and each and every subsection, sentence, clause or phrase not declared invalid or unconstitutional without regard to any such decision or preemptive legislation.
Redlands Regular Meeting of 11-15-2022 Page 930 of 1131 33 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx Section 3. The provisions of this Ordinance shall be in force on and after the date upon which this Ordinance becomes effective; provided, however, that where complete plans for buildings have been filed and are pending for building permits prior to the effective date of this Ordinance, permits may be issued in compliance with the governing laws at the time of review and approval of such plans, and the applicant may proceed with construction, provided physical construction is commenced within one hundred eighty (180) days from the date of issuance of the permit and continued to completion.
Section 4. Unless superseded and expressly repealed, references in City forms, documents and regulations to Chapter 15.20 of the Redlands Municipal Code and to the former edition of the California Fire Code shall be construed to apply to the corresponding provisions of Chapter 15.20 of the Redlands Municipal Code and the 2022 edition of the California Fire Code as adopted and established by this Ordinance.
Section 5. The City Council hereby determines that the adoption of this Ordinance is exempt from review under the California Environmental Quality Act (“CEQA”) pursuant to State CEQA Guidelines Section 15061(b)(3) for the reason that it can be seen with certainty there is no possibility that the adoption of this Ordinance will have a significant effect on the environment.
Section 6. The City Clerk is hereby directed to publish notice in a newspaper of general circulation within the City, in accordance with Government Code section 6066, of the scheduling of a public hearing to consider adoption of this Ordinance on December 6, 2022. The notice shallstate the time and place of the hearing, and shall also state that copies of the California Fire Code, 2022 edition, and the proposed amendments thereto, are on file with the office of the City Clerk and open to public inspection. The notice shall also contain a description which the City Council deems sufficient to serve notice to the interested persons of the purpose of this Ordinance and the subject matter hereof. The City Council further delegates the determination of such sufficiency to the City Manager.
Section 7. The Mayor shall sign this Ordinance and the City Clerk shall certify to the adoption of this Ordinance and shall cause it, or a summary of it, to be published once in a newspaper of general circulation within the City, and thereafter, this Ordinance shall take effect as provided by law.
____________________________
Paul T. Barich Mayor
ATTEST:
______________________________
Jeanne Donaldson, City Clerk
Redlands Regular Meeting of 11-15-2022 Page 931 of 1131 34 I:\cmo\Ordinances\2948 Amending Chap 15.20 RFD Fire Code 2022 Clean.docx I, Jeanne Donaldson, City Clerk, City of Redlands, hereby certify that the foregoing Ordinance was duly adopted by the City Council at the regular meeting thereof, held on the _____ day of _______________, 2022, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
______________________________
Jeanne Donaldson, City Clerk
Redlands Regular Meeting of 11-15-2022 Page 932 of 1131 City Council Meeting L. 5.
DATE: 11/15/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Consideration of a software as a service agreement, a service level agreement, a pricing agreement and related professional services for the electronic plan review software ProjectDox with Avolve Software Corporation for the amount not-to-exceed $592,362.50 (Development Services Department Director Desatnik)
MOTION(S):
If the City Council determines that staff’s recommendation is appropriate, the following motion is provided:
I move to approve the Software as a Service Agreement (SAAS), Service Level Support Agreement (SLA), Pricing Agreement and related professional services for the electronic plan review software ProjectDox (Avolve SAAS Solution) with Avolve Software Corporation (Avolve) for the amount not-to-exceed $592,362.50.
RECOMMENDATION:
Staff recommends that the City Council approve the SAAS Agreement, SLA Agreement, Pricing Agreement and related professional services for the Avolve SAAS Solution with Avolve for the amount not-to-exceed $592,362.50.
DISCUSSION:
The Development Services Department (Department) performs building plan reviews to verify all proposed construction meets the safety and sustainability requirements of the Redlands Municipal code, California Building Codes and other appropriate State and Federal laws.
As part of its plan review services, the Department would like to provide residents, design professionals, and developers the ability to have their projects submitted, reviewed, and approved electronically. Electronic plan review offers Redlands Regular Meeting of 11-15-2022 Page 933 of 1131 submitted, reviewed, and approved electronically. Electronic plan review offers customers a fast, simple and cost-effective way to participate in the City's permitting process. This provides greater efficiency and cost-savings for applicants by accepting plans electronically, streamlining processes, and creating a digital one-stop review for projects. As the system is accessible to applicants, consultants and other external public agencies, ProjectDox seamlessly integrates the development review process and will eliminate a significant amount of travel necessary for applicants when seeking plan approval from other public agencies.
Avolve is the developer of ProjectDox, an electronic permit plan check and review software that helps manage the development and construction review process. In addition to reviewing plans, ProjectDox also serves as a digital repository for approved plans to be maintained and used by City staff in the future.
Customers currently submit 100% of plan submittals in person. With the Covid-19 closure, it allowed for the City to examine the need to move towards an electronic plan review platform that integrates with the City's current permitting platform, Cityworks. This will allow the Department and customers to transition from paper plans to 100% electronic submittals. Customers will be able to proceed through the plan review process without delays and minimize travel to and from City Hall. This process also enhances the City's environmentally friendly "green" efforts and compliments ongoing efforts to reduce plan review turnaround times while maintaining a high level of customer service.
In 2021, the Department issued a request for proposal (RFP) to provide an electronic plan review software solution according to Purchasing guidelines. The Department received five responsive bids. An evaluation committee comprised of staff from Development Services, Fire and IT reviewed and ranked the proposals as well as interviewing the top two selections. Avolve was selected as the highest ranked firm based on their extensive specialization in electronic plan review software and the ability for the software to integrate with the City's existing Citiworks permitting program.
With approval of the agreements, the Department will receive the latest ProjectDox software Version 9.2, and related professional services as part of the Avolve SAAS Solution. The implementation and integration process is estimated to take twelve weeks.
Redlands Regular Meeting of 11-15-2022 Page 934 of 1131 ALTERNATIVES:
The City Council may elect not to approve these agreements and direct staff to take different action. However, not approving these actions would delay the implementation of an electronic plan review software solution which is a strategic plan priority for the City.
STRATEGIC PLAN:
Support Strategic Plan Priority A - Quality of Life, Strategic Objective 2.
Economic Viability -Implement electronic plan review and permitting process.
SUBMITTED BY:
Brian Desatnik, Development Services Director
RECOMMENDED BY:
Charles M. Duggan Jr., City Manager
REVIEWED BY:
Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
PREPARED BY:
Tricia Munoz, Management Analyst/Development Services
Fiscal Impact
Fiscal Year: 2022-23
Revenue Generating: No
Appropriation Required Y/N: No
Amount: $154,622.50
Budgeted Y/N: Yes
Account No.: 101162-6703
Discussion:
The Department will pay $154,622.50 for the scope of services included in the SAAS agreement during the initial term of one year, which covers both the implementation of ProjectDox and integration with the Citiworks permitting system as well as the annual subscription services.
Redlands Regular Meeting of 11-15-2022 Page 935 of 1131 The SAAS agreement includes the option of four one-year additional extension terms in the amount of $97,160 for the second term, $127,760 for the third term if additional implementation of workflows is requested, $95,160 in the fourth term and $119,660 in the fifth term if additional implementation of workflows are requested bringing the total compensation amount not-to-exceed $592,362.
The cost to perform these activities is included in the fiscal year 2022-23 City Council-approved budget for the Development Services Department Building & Safety Division budget (101162-6703). Subsequent years' costs will be included with the division's corresponding budget requests.
Attachments
Avolve SAAS Agreement
Redlands Regular Meeting of 11-15-2022 Page 936 of 1131