Reedley City Council
December 9, 2025

Intersection: 1: N. East Ave & Manning Ave
Movement WB NB
Directions Served L LR
Maximum Queue (ft) 26 48
Average Queue (ft) 7 18
95th Queue (ft) 26 39
Link Distance (ft) 1258 3051
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: N Columbia Ave & Manning Ave
Movement EB EB EB WB WB NB NB SB
Directions Served L T TR L TR LT R LTR
Maximum Queue (ft) 32 74 110 80 280 52 53 92
Average Queue (ft) 13 44 45 64 104 21 34 39
95th Queue (ft) 37 71 85 96 197 46 51 70
Link Distance (ft) 1258 1258 2559 1410 465
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 100 55 115
Storage Blk Time (%) 10 8
Queuing Penalty (veh) 42 16
Queuing and Blocking Report AM 2025
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement EB EB EB WB WB WB WB NB NB NB NB SB
Directions Served L T TR L T T R L T T R L
Maximum Queue (ft) 92 81 108 47 151 159 57 150 75 74 74 104 Average Queue (ft) 41 37 58 21 94 36 18 92 40 33 28 71
95th Queue (ft) 82 69 99 43 149 108 38 137 71 65 51 120 Link Distance (ft) 2559 2559 602 602 2590 2590
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200 110 130 200 80
Storage Blk Time (%) 0 3 9
Queuing Penalty (veh) 0 2 33
Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement SB SB
Directions Served T R
Maximum Queue (ft) 320 115
Average Queue (ft) 118 33
95th Queue (ft) 242 98
Link Distance (ft) 4013
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 90
Storage Blk Time (%) 14 0
Queuing Penalty (veh) 29 0
Network Summary
Network wide Queuing Penalty: 123
Queuing and Blocking Report AM 2025+Project
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 1: N. East Ave & Manning Ave
Movement WB NB
Directions Served L LR
Maximum Queue (ft) 31 134
Average Queue (ft) 7 35
95th Queue (ft) 25 85
Link Distance (ft) 1258 3051
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: N Columbia Ave & Manning Ave
Movement EB EB EB WB WB NB NB SB
Directions Served L T TR L TR LT R LTR
Maximum Queue (ft) 96 162 138 79 839 96 94 72
Average Queue (ft) 30 72 77 68 205 44 53 36
95th Queue (ft) 66 126 118 92 512 81 80 71
Link Distance (ft) 1258 1258 2559 1410 465
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 100 55 115
Storage Blk Time (%) 0 3 25 16 0
Queuing Penalty (veh) 0 1 115 31 0
Queuing and Blocking Report AM 2025+Project
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement EB EB EB WB WB WB WB NB NB NB NB SB
Directions Served L T TR L T T R L T T R L
Maximum Queue (ft) 71 156 187 91 128 115 56 154 241 96 55 104 Average Queue (ft) 35 71 103 41 63 24 22 119 85 43 11 55 95th Queue (ft) 69 137 159 83 112 62 47 149 191 85 36 100 Link Distance (ft) 2559 2559 602 602 2590 2590
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200 110 130 200 80
Storage Blk Time (%) 0 18 0 7
Queuing Penalty (veh) 0 22 0 23
Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement SB SB
Directions Served T R
Maximum Queue (ft) 149 114
Average Queue (ft) 82 22
95th Queue (ft) 144 81
Link Distance (ft) 4013
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 90
Storage Blk Time (%) 7 0
Queuing Penalty (veh) 11 0
Network Summary
Network wide Queuing Penalty: 203
Queuing and Blocking Report AM 2030
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 1: N. East Ave & Manning Ave
Movement WB NB
Directions Served L LR
Maximum Queue (ft) 31 107
Average Queue (ft) 10 25
95th Queue (ft) 31 58
Link Distance (ft) 1258 3051
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: N Columbia Ave & Manning Ave
Movement EB EB EB WB WB NB NB SB
Directions Served L T TR L TR LT R LTR
Maximum Queue (ft) 53 116 106 79 356 54 54 91
Average Queue (ft) 14 51 56 71 127 25 33 43
95th Queue (ft) 42 84 93 86 267 54 53 88
Link Distance (ft) 1258 1258 2559 1410 465
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 100 55 115
Storage Blk Time (%) 1 22 9
Queuing Penalty (veh) 0 106 22
Queuing and Blocking Report AM 2030
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement EB EB EB WB WB WB WB NB NB NB NB SB
Directions Served L T TR L T T R L T T R L
Maximum Queue (ft) 150 136 149 110 240 212 59 154 222 99 71 105 Average Queue (ft) 55 55 74 35 127 69 18 110 71 51 35 91 95th Queue (ft) 103 98 134 86 200 167 37 157 141 99 62 124 Link Distance (ft) 2559 2559 424 424 2591 2591
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200 110 130 200 80
Storage Blk Time (%) 1 1 4 0 28
Queuing Penalty (veh) 1 1 6 1 137
Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement SB SB
Directions Served T R
Maximum Queue (ft) 386 115
Average Queue (ft) 249 78
95th Queue (ft) 378 155
Link Distance (ft) 4013
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 90
Storage Blk Time (%) 26 1
Queuing Penalty (veh) 76 3
Network Summary
Network wide Queuing Penalty: 352
Queuing and Blocking Report AM 2030+Project
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 1: N. East Ave & Manning Ave
Movement WB NB
Directions Served L LR
Maximum Queue (ft) 53 94
Average Queue (ft) 12 27
95th Queue (ft) 41 56
Link Distance (ft) 1258 3051
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: N Columbia Ave & Manning Ave
Movement EB EB EB WB WB NB NB SB
Directions Served L T TR L TR LT R LTR
Maximum Queue (ft) 31 117 129 79 2719 144 140 113
Average Queue (ft) 12 56 58 62 225 31 38 52
95th Queue (ft) 35 91 99 95 999 77 77 85
Link Distance (ft) 1258 1258 2559 1410 465
Upstream Blk Time (%) 0
Queuing Penalty (veh) 1
Storage Bay Dist (ft) 100 55 115
Storage Blk Time (%) 0 14 14 0
Queuing Penalty (veh) 0 74 33 1
Queuing and Blocking Report AM 2030+Project
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement EB EB EB WB WB WB WB NB NB NB NB SB
Directions Served L T TR L T T R L T T R L
Maximum Queue (ft) 90 133 128 71 176 138 45 154 200 118 94 105 Average Queue (ft) 41 64 87 39 116 42 15 125 90 58 38 72 95th Queue (ft) 81 119 136 66 166 105 28 165 180 103 77 129 Link Distance (ft) 2559 2559 602 602 2590 2590
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200 110 130 200 80
Storage Blk Time (%) 0 9 11
Queuing Penalty (veh) 0 12 52
Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement SB SB
Directions Served T R
Maximum Queue (ft) 438 115
Average Queue (ft) 242 55
95th Queue (ft) 424 132
Link Distance (ft) 4013
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 90
Storage Blk Time (%) 32 1
Queuing Penalty (veh) 95 3
Network Summary
Network wide Queuing Penalty: 270
Queuing and Blocking Report AM 2045
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 1: N. East Ave & Manning Ave
Movement EB WB NB
Directions Served TR L LR
Maximum Queue (ft) 20 53 94
Average Queue (ft) 1 23 37
95th Queue (ft) 6 51 79
Link Distance (ft) 2142 1258 3051
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: N Columbia Ave & Manning Ave
Movement EB EB EB WB WB NB NB SB
Directions Served L T TR L TR LT R LTR
Maximum Queue (ft) 69 212 247 79 1015 97 103 139
Average Queue (ft) 29 89 100 75 355 31 50 61
95th Queue (ft) 61 158 175 92 818 72 84 115
Link Distance (ft) 1258 1258 2559 1410 465
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 100 55 115
Storage Blk Time (%) 5 37 15 0 0
Queuing Penalty (veh) 2 295 54 0 0
Queuing and Blocking Report AM 2045
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement EB EB EB WB WB WB WB NB NB NB NB SB
Directions Served L T TR L T T R L T T R L
Maximum Queue (ft) 183 233 256 225 439 476 135 155 2654 2643 225 105 Average Queue (ft) 81 122 139 193 430 426 130 154 1915 1885 95 96 95th Queue (ft) 141 206 222 312 487 509 170 155 3287 3279 234 124 Link Distance (ft) 2559 2559 424 424 2591 2591
Upstream Blk Time (%) 69 78 43 34
Queuing Penalty (veh) 0 0 0 0
Storage Bay Dist (ft) 250 200 110 130 200 80
Storage Blk Time (%) 0 0 92 92 1 77 7 12 0 32
Queuing Penalty (veh) 0 0 103 153 2 265 38 39 1 384
Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement SB SB
Directions Served T R
Maximum Queue (ft) 4076 115
Average Queue (ft) 3914 71
95th Queue (ft) 4695 146
Link Distance (ft) 4013
Upstream Blk Time (%) 91
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 90
Storage Blk Time (%) 58 2
Queuing Penalty (veh) 428 29
Network Summary
Network wide Queuing Penalty: 1794
Queuing and Blocking Report AM 2045+Project
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 1: N. East Ave & Manning Ave
Movement WB NB
Directions Served L LR
Maximum Queue (ft) 135 96
Average Queue (ft) 24 40
95th Queue (ft) 68 81
Link Distance (ft) 1258 3051
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: N Columbia Ave & Manning Ave
Movement EB EB EB WB WB NB NB SB
Directions Served L T TR L TR LT R LTR
Maximum Queue (ft) 124 262 257 79 406 71 95 136
Average Queue (ft) 32 110 115 66 172 32 49 53
95th Queue (ft) 88 188 190 93 343 62 78 104
Link Distance (ft) 1258 1258 2559 1410 465
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 100 55 115
Storage Blk Time (%) 11 18 12
Queuing Penalty (veh) 3 151 45
Queuing and Blocking Report AM 2045+Project
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement EB EB EB WB WB WB WB NB NB NB NB SB
Directions Served L T TR L T T R L T T R L
Maximum Queue (ft) 265 241 280 225 665 636 135 155 2629 2653 225 105 Average Queue (ft) 87 119 157 201 567 557 110 154 2107 2083 87 86 95th Queue (ft) 177 217 271 300 801 804 192 155 3334 3345 227 130 Link Distance (ft) 2559 2559 602 602 2590 2590
Upstream Blk Time (%) 59 69 54 38
Queuing Penalty (veh) 0 0 0 0
Storage Bay Dist (ft) 250 200 110 130 200 80
Storage Blk Time (%) 0 0 0 86 86 1 83 8 13 0 14
Queuing Penalty (veh) 0 0 0 97 144 2 287 43 44 0 170
Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement SB SB
Directions Served T R
Maximum Queue (ft) 4066 115
Average Queue (ft) 3899 63
95th Queue (ft) 4749 139
Link Distance (ft) 4013
Upstream Blk Time (%) 90
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 90
Storage Blk Time (%) 68 1
Queuing Penalty (veh) 498 15
Network Summary
Network wide Queuing Penalty: 1499
Queuing and Blocking Report PM 2025
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 1: N. East Ave & Manning Ave
Movement WB NB
Directions Served L LR
Maximum Queue (ft) 31 68
Average Queue (ft) 7 26
95th Queue (ft) 26 52
Link Distance (ft) 1258 3051
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: N Columbia Ave & Manning Ave
Movement EB EB EB WB WB NB NB SB
Directions Served L T TR L TR LT R LTR
Maximum Queue (ft) 50 134 146 79 366 92 80 72
Average Queue (ft) 22 67 71 64 135 41 47 28
95th Queue (ft) 50 111 114 96 273 80 72 69
Link Distance (ft) 1258 1258 2559 1410 465
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 100 55 115
Storage Blk Time (%) 2 15 13
Queuing Penalty (veh) 1 67 25
Queuing and Blocking Report PM 2025
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement EB EB EB WB WB WB WB NB NB NB NB SB
Directions Served L T TR L T T R L T T R L
Maximum Queue (ft) 111 108 149 107 172 141 59 148 116 118 50 104 Average Queue (ft) 43 49 83 32 92 31 19 90 69 28 15 60
95th Queue (ft) 85 86 131 73 152 85 41 145 112 74 43 101 Link Distance (ft) 2559 2559 602 602 614 614
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200 110 130 200 80
Storage Blk Time (%) 0 2 0 6
Queuing Penalty (veh) 0 2 0 18
Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement SB SB
Directions Served T R
Maximum Queue (ft) 264 115
Average Queue (ft) 92 14
95th Queue (ft) 196 51
Link Distance (ft) 4013
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 90
Storage Blk Time (%) 10 0
Queuing Penalty (veh) 16 0
Network Summary
Network wide Queuing Penalty: 130
Queuing and Blocking Report PM 2025+Project
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 1: N. East Ave & Manning Ave
Movement WB NB
Directions Served L LR
Maximum Queue (ft) 31 70
Average Queue (ft) 5 30
95th Queue (ft) 22 53
Link Distance (ft) 1258 3051
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: N Columbia Ave & Manning Ave
Movement EB EB EB WB WB NB NB SB
Directions Served L T TR L TR LT R LTR
Maximum Queue (ft) 124 215 194 79 1254 114 135 109
Average Queue (ft) 30 113 123 77 507 41 57 34
95th Queue (ft) 86 179 185 87 934 91 99 78
Link Distance (ft) 1258 1258 2559 1410 465
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 100 55 115
Storage Blk Time (%) 0 14 52 34 1 0
Queuing Penalty (veh) 0 4 243 67 3 0
Queuing and Blocking Report PM 2025+Project
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement EB EB EB WB WB WB WB NB NB NB NB SB
Directions Served L T TR L T T R L T T R L
Maximum Queue (ft) 130 200 279 112 153 139 129 154 378 364 74 105 Average Queue (ft) 59 54 82 52 79 29 19 107 102 58 15 64 95th Queue (ft) 118 122 169 104 135 88 57 163 249 179 52 115 Link Distance (ft) 2559 2559 602 602 614 614
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200 110 130 200 80
Storage Blk Time (%) 1 0 14 1 0 13
Queuing Penalty (veh) 1 0 17 1 0 42
Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement SB SB
Directions Served T R
Maximum Queue (ft) 374 115
Average Queue (ft) 117 25
95th Queue (ft) 246 87
Link Distance (ft) 4013
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 90
Storage Blk Time (%) 12
Queuing Penalty (veh) 20
Network Summary
Network wide Queuing Penalty: 397
Queuing and Blocking Report PM 2030
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 1: N. East Ave & Manning Ave
Movement WB NB
Directions Served L LR
Maximum Queue (ft) 28 50
Average Queue (ft) 5 30
95th Queue (ft) 22 49
Link Distance (ft) 1258 3051
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: N Columbia Ave & Manning Ave
Movement EB EB EB WB WB NB NB SB
Directions Served L T TR L TR LT R LTR
Maximum Queue (ft) 73 191 185 79 1387 159 140 96
Average Queue (ft) 25 95 99 76 476 45 65 40
95th Queue (ft) 59 156 158 84 1161 90 111 81
Link Distance (ft) 1258 1258 2559 1410 465
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 100 55 115
Storage Blk Time (%) 6 37 22 1
Queuing Penalty (veh) 2 195 50 1
Queuing and Blocking Report PM 2030
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement EB EB EB WB WB WB WB NB NB NB NB SB
Directions Served L T TR L T T R L T T R L
Maximum Queue (ft) 176 158 188 135 268 245 54 154 284 261 72 105 Average Queue (ft) 52 83 108 43 121 70 25 127 117 88 18 82 95th Queue (ft) 104 145 181 91 211 177 45 168 237 180 48 122 Link Distance (ft) 2559 2559 424 424 2591 2591
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200 110 130 200 80
Storage Blk Time (%) 1 1 13 0 0 15
Queuing Penalty (veh) 1 2 22 0 0 66
Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement SB SB
Directions Served T R
Maximum Queue (ft) 555 115
Average Queue (ft) 229 62
95th Queue (ft) 412 143
Link Distance (ft) 4013
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 90
Storage Blk Time (%) 36 1
Queuing Penalty (veh) 83 3
Network Summary
Network wide Queuing Penalty: 423
Queuing and Blocking Report PM 2030+Project
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 1: N. East Ave & Manning Ave
Movement WB NB
Directions Served L LR
Maximum Queue (ft) 53 128
Average Queue (ft) 10 39
95th Queue (ft) 33 86
Link Distance (ft) 1258 3051
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: N Columbia Ave & Manning Ave
Movement EB EB EB WB WB NB NB SB
Directions Served L T TR L TR LT R LTR
Maximum Queue (ft) 125 262 287 79 2580 249 96 138
Average Queue (ft) 54 181 189 70 2245 59 55 37
95th Queue (ft) 108 237 252 102 3189 131 94 86
Link Distance (ft) 1258 1258 2559 1410 465
Upstream Blk Time (%) 8
Queuing Penalty (veh) 52
Storage Bay Dist (ft) 100 55 115
Storage Blk Time (%) 1 34 32 47 1 0
Queuing Penalty (veh) 2 12 173 106 3 0
Queuing and Blocking Report PM 2030+Project
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement EB EB EB WB WB WB WB NB NB NB NB SB
Directions Served L T TR L T T R L T T R L
Maximum Queue (ft) 133 226 236 225 584 551 135 154 626 482 55 105 Average Queue (ft) 56 67 111 79 218 182 63 153 331 166 15 89 95th Queue (ft) 106 165 213 197 443 413 68 159 574 341 46 129 Link Distance (ft) 2559 2559 602 602 5176 5176
Upstream Blk Time (%) 0
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 250 200 110 130 200 80
Storage Blk Time (%) 0 18 25 0 74 2 1 24
Queuing Penalty (veh) 0 12 29 0 128 6 0 106
Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement SB SB
Directions Served T R
Maximum Queue (ft) 904 115
Average Queue (ft) 658 66
95th Queue (ft) 958 146
Link Distance (ft) 4013
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 90
Storage Blk Time (%) 51 4
Queuing Penalty (veh) 116 22
Intersection: 8: S Buttonwillow Ave & Dinuba Ave
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 481 154 257 209
Average Queue (ft) 183 57 125 87
95th Queue (ft) 362 106 243 150
Link Distance (ft) 4228 3322 736 5176
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 768
Queuing and Blocking Report PM 2045
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 1: N. East Ave & Manning Ave
Movement WB NB
Directions Served L LR
Maximum Queue (ft) 31 179
Average Queue (ft) 16 68
95th Queue (ft) 35 151
Link Distance (ft) 1258 3051
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: N Columbia Ave & Manning Ave
Movement EB EB EB WB WB NB NB SB
Directions Served L T TR L TR LT R LTR
Maximum Queue (ft) 125 340 398 79 1155 168 140 116
Average Queue (ft) 47 154 162 75 481 75 87 49
95th Queue (ft) 98 245 262 86 1009 125 143 92
Link Distance (ft) 1258 1258 2559 1410 465
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 100 55 115
Storage Blk Time (%) 0 21 40 28 1 3
Queuing Penalty (veh) 1 13 337 101 2 4
Queuing and Blocking Report PM 2045
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement EB EB EB WB WB WB WB NB NB NB NB SB
Directions Served L T TR L T T R L T T R L
Maximum Queue (ft) 175 267 343 225 458 463 135 155 2650 2643 225 105 Average Queue (ft) 77 151 194 197 376 383 130 154 2336 2294 80 93 95th Queue (ft) 139 236 276 296 535 547 161 155 3285 3345 238 132 Link Distance (ft) 2559 2559 424 424 2591 2591
Upstream Blk Time (%) 41 52 72 50
Queuing Penalty (veh) 0 0 0 0
Storage Bay Dist (ft) 250 200 110 130 200 80
Storage Blk Time (%) 1 0 71 76 2 76 21 30 0 29
Queuing Penalty (veh) 1 0 87 169 5 345 124 31 0 309
Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement SB SB
Directions Served T R
Maximum Queue (ft) 4065 115
Average Queue (ft) 3870 60
95th Queue (ft) 4759 137
Link Distance (ft) 4013
Upstream Blk Time (%) 87
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 90
Storage Blk Time (%) 57 0
Queuing Penalty (veh) 321 1
Network Summary
Network wide Queuing Penalty: 1853
Queuing and Blocking Report PM 2045+Project
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 1: N. East Ave & Manning Ave
Movement WB NB
Directions Served L LR
Maximum Queue (ft) 26 137
Average Queue (ft) 9 57
95th Queue (ft) 29 118
Link Distance (ft) 1258 3051
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: N Columbia Ave & Manning Ave
Movement EB EB EB WB WB NB NB SB
Directions Served L T TR L TR LT R LTR
Maximum Queue (ft) 125 432 401 79 2575 328 139 140
Average Queue (ft) 73 248 250 75 1885 88 78 58
95th Queue (ft) 116 358 351 91 3397 201 135 113
Link Distance (ft) 1258 1258 2559 1410 465
Upstream Blk Time (%) 5
Queuing Penalty (veh) 64
Storage Bay Dist (ft) 100 55 115
Storage Blk Time (%) 5 38 37 42 5 2
Queuing Penalty (veh) 21 23 325 151 17 3
Queuing and Blocking Report PM 2045+Project
Baseline 07/14/2025
Scenario 1 SimTraffic Report

Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement EB EB EB WB WB WB WB NB NB NB NB SB
Directions Served L T TR L T T R L T T R L
Maximum Queue (ft) 196 324 391 225 654 636 135 155 2642 2642 225 105 Average Queue (ft) 119 161 195 184 447 433 122 154 2367 2359 65 74 95th Queue (ft) 198 281 315 294 771 780 177 155 3226 3241 214 133 Link Distance (ft) 2559 2559 602 602 2590 2590
Upstream Blk Time (%) 39 44 74 59
Queuing Penalty (veh) 0 0 0 0
Storage Bay Dist (ft) 250 200 110 130 200 80
Storage Blk Time (%) 3 0 66 73 1 88 17 40 0 19
Queuing Penalty (veh) 4 0 82 163 3 399 106 42 0 204
Intersection: 3: S Buttonwillow Ave & Manning Ave
Movement SB SB
Directions Served T R
Maximum Queue (ft) 4066 115
Average Queue (ft) 3860 46
95th Queue (ft) 4782 123
Link Distance (ft) 4013
Upstream Blk Time (%) 87
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 90
Storage Blk Time (%) 66 0
Queuing Penalty (veh) 377 1
Network Summary
Network wide Queuing Penalty: 1985
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Existing
Intersection #:1
12 11 10
2 0 1
1 6 0 6
2 458 481 5
3 39 20 4
40 1 28
7 8 9
Major Total:1004
Minor High Volume:69
(Major Street)
Manning Ave
(Major Street)
Manning Ave
(Minor Street)
N. East Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Existing+Project
Intersection #:1
12 11 10
2 0 1
1 6 0 6
2 472 492 5
3 39 25 4
40 1 35
7 8 9
Major Total:1034
Minor High Volume:76
(Major Street)
Manning Ave
(Major Street)
Manning Ave
(Minor Street)
N. East Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Future
Intersection #:1
12 11 10
2 0 1
1 7 0 6
2 535 570 5
3 46 24 4
41 1 29
7 8 9
Major Total:1182
Minor High Volume:71
(Major Street)
Manning Ave
(Major Street)
Manning Ave
(Minor Street)
N. East Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Future+Project
Intersection #:1
12 11 10
2 0 1
1 7 0 6
2 549 581 5
3 46 29 4
41 1 36
7 8 9
Major Total:1212
Minor High Volume:78
(Major Street)
Manning Ave
(Major Street)
Manning Ave
(Minor Street)
N. East Ave
Rural Peak Hour Signal Warrant
Intersection Meets Signal Warrant
Scenario:PM Future
Intersection #:1
12 11 10
3 0 1
1 11 0 6
2 855 952 5
3 73 40 4
46 1 32
7 8 9
Major Total:1931
Minor High Volume:79
(Major Street)
Manning Ave
(Major Street)
Manning Ave
(Minor Street)
N. East Ave
Rural Peak Hour Signal Warrant
Intersection Meets Signal Warrant
Scenario:PM Future+Project
Intersection #:1
12 11 10
3 0 1
1 11 0 6
2 869 963 5
3 73 45 4
46 1 39
7 8 9
Major Total:1961
Minor High Volume:86
(Major Street)
Manning Ave
(Major Street)
Manning Ave
(Minor Street)
N. East Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Existing
Intersection #:1
12 11 10
1 0 0
1 11 2 6
2 367 444 5
3 56 36 4
36 0 19
7 8 9
Major Total:916
Minor High Volume:55
(Major Street)
Manning Ave
(Major Street)
Manning Ave
(Minor Street)
N. East Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Existing+Project
Intersection #:1
12 11 10
1 0 0
1 11 2 6
2 372 460 5
3 56 43 4
36 0 21
7 8 9
Major Total:944
Minor High Volume:57
(Major Street)
Manning Ave
(Major Street)
Manning Ave
(Minor Street)
N. East Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Future
Intersection #:1
12 11 10
1 0 0
1 13 2 6
2 429 527 5
3 65 43 4
37 0 20
7 8 9
Major Total:1079
Minor High Volume:57
(Major Street)
Manning Ave
(Major Street)
Manning Ave
(Minor Street)
N. East Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Future+Project
Intersection #:1
12 11 10
1 0 0
1 13 2 6
2 434 543 5
3 65 50 4
37 0 22
7 8 9
Major Total:1107
Minor High Volume:59
(Major Street)
Manning Ave
(Major Street)
Manning Ave
(Minor Street)
N. East Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Future
Intersection #:1
12 11 10
1 0 0
1 21 4 6
2 685 878 5
3 105 71 4
41 0 22
7 8 9
Major Total:1764
Minor High Volume:63
(Major Street)
Manning Ave
(Major Street)
Manning Ave
(Minor Street)
N. East Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Future+Project
Intersection #:1
12 11 10
1 0 0
1 21 4 6
2 690 894 5
3 105 78 4
41 0 24
7 8 9
Major Total:1792
Minor High Volume:65
(Major Street)
Manning Ave
(Major Street)
Manning Ave
(Minor Street)
N. East Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Existing
Intersection #:4
12 11 10
0 0 0
1 0 0 6
2 413 374 5
3 0 0 4
0 0 0
7 8 9
Major Total:787
Minor High Volume:0
(Minor Street)
Tobu Ave
(Major Street)
Manning Ave
(Major Street)
Manning Ave
Tobu Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Existing+Project
Intersection #:4
12 11 10
0 0 0
1 0 0 6
2 414 376 5
3 0 7 4
0 0 4
7 8 9
Major Total:797
Minor High Volume:4
Tobu Ave
(Major Street)
Manning Ave
(Major Street)
Manning Ave
(Minor Street)
Tobu Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Future
Intersection #:4
12 11 10
0 0 0
1 0 0 6
2 423 383 5
3 0 0 4
0 0 0
7 8 9
Major Total:806
Minor High Volume:0
(Minor Street)
Tobu Ave
(Major Street)
Manning Ave
(Major Street)
Manning Ave
Tobu Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Future+Project
Intersection #:4
12 11 10
0 0 0
1 0 0 6
2 424 385 5
3 0 7 4
0 0 4
7 8 9
Major Total:816
Minor High Volume:4
Tobu Ave
(Major Street)
Manning Ave
(Major Street)
Manning Ave
(Minor Street)
Tobu Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Future
Intersection #:4
12 11 10
0 0 0
1 0 0 6
2 456 413 5
3 0 0 4
0 0 0
7 8 9
Major Total:869
Minor High Volume:0
(Minor Street)
Tobu Ave
(Major Street)
Manning Ave
(Major Street)
Manning Ave
Tobu Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Future+Project
Intersection #:4
12 11 10
0 0 0
1 0 0 6
2 457 415 5
3 0 7 4
0 0 4
7 8 9
Major Total:879
Minor High Volume:4
Tobu Ave
(Major Street)
Manning Ave
(Major Street)
Manning Ave
(Minor Street)
Tobu Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Existing
Intersection #:4
12 11 10
0 0 0
1 0 0 6
2 429 501 5
3 0 0 4
0 0 0
7 8 9
Major Total:930
Minor High Volume:0
(Minor Street)
Tobu Ave
(Major Street)
Manning Ave
(Major Street)
Manning Ave
Tobu Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Existing+Project
Intersection #:4
12 11 10
0 0 0
1 0 0 6
2 430 502 5
3 0 2 4
0 0 6
7 8 9
Major Total:934
Minor High Volume:6
Tobu Ave
(Major Street)
Manning Ave
(Major Street)
Manning Ave
(Minor Street)
Tobu Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Future
Intersection #:4
12 11 10
0 0 0
1 0 0 6
2 440 514 5
3 0 0 4
0 0 0
7 8 9
Major Total:954
Minor High Volume:0
(Minor Street)
Tobu Ave
(Major Street)
Manning Ave
(Major Street)
Manning Ave
Tobu Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Future+Project
Intersection #:4
12 11 10
0 0 0
1 0 0 6
2 441 515 5
3 0 2 4
0 0 6
7 8 9
Major Total:958
Minor High Volume:6
Tobu Ave
(Major Street)
Manning Ave
(Major Street)
Manning Ave
(Minor Street)
Tobu Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Future
Intersection #:4
12 11 10
0 0 0
1 0 0 6
2 474 554 5
3 0 0 4
0 0 0
7 8 9
Major Total:1028
Minor High Volume:0
(Minor Street)
Tobu Ave
(Major Street)
Manning Ave
(Major Street)
Manning Ave
Tobu Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Future+Project
Intersection #:4
12 11 10
0 0 0
1 0 0 6
2 475 555 5
3 0 2 4
0 0 6
7 8 9
Major Total:1032
Minor High Volume:6
Tobu Ave
(Major Street)
Manning Ave
(Major Street)
Manning Ave
(Minor Street)
Tobu Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Existing
Intersection #:5
12 11 10
14 406 0
1 4 1 6
2 0 0 5
3 21 0 4
31 416 0
7 8 9
Major Total:867
Minor High Volume:25
(Major Street)
S Buttonwillow Ave
(Minor Street)
North Ave North Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Existing+Project
Intersection #:5
12 11 10
14 414 29
1 4 18 6
2 0 0 5
3 21 10 4
31 440 11
7 8 9
Major Total:939
Minor High Volume:28
(Major Street)
S Buttonwillow Ave
North Ave (Minor Street)
North Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Future
Intersection #:5
12 11 10
14 448 0
1 4 1 6
2 0 0 5
3 21 0 4
31 459 0
7 8 9
Major Total:952
Minor High Volume:25
(Major Street)
S Buttonwillow Ave
(Minor Street)
North Ave North Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Future+Project
Intersection #:5
12 11 10
14 456 29
1 4 18 6
2 0 0 5
3 21 10 4
31 483 11
7 8 9
Major Total:1024
Minor High Volume:28
(Major Street)
S Buttonwillow Ave
North Ave (Minor Street)
North Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Future
Intersection #:5
12 11 10
14 603 0
1 4 1 6
2 0 0 5
3 22 0 4
32 618 0
7 8 9
Major Total:1267
Minor High Volume:26
(Major Street)
S Buttonwillow Ave
(Minor Street)
North Ave North Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Future+Project
Intersection #:5
12 11 10
14 611 29
1 4 18 6
2 0 0 5
3 22 10 4
32 642 11
7 8 9
Major Total:1339
Minor High Volume:28
(Major Street)
S Buttonwillow Ave
North Ave (Minor Street)
North Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Existing
Intersection #:5
12 11 10
11 369 0
1 14 0 6
2 0 0 5
3 17 0 4
18 418 0
7 8 9
Major Total:816
Minor High Volume:31
(Major Street)
S Buttonwillow Ave
(Minor Street)
North Ave North Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Existing+Project
Intersection #:5
12 11 10
11 371 9
1 14 24 6
2 0 0 5
3 17 14 4
18 442 4
7 8 9
Major Total:855
Minor High Volume:38
(Major Street)
S Buttonwillow Ave
North Ave (Minor Street)
North Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Future
Intersection #:5
12 11 10
11 407 0
1 14 0 6
2 0 0 5
3 17 0 4
18 462 0
7 8 9
Major Total:898
Minor High Volume:31
(Major Street)
S Buttonwillow Ave
(Minor Street)
North Ave North Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Future+Project
Intersection #:5
12 11 10
11 409 9
1 14 24 6
2 0 0 5
3 17 14 4
18 486 4
7 8 9
Major Total:937
Minor High Volume:38
(Major Street)
S Buttonwillow Ave
North Ave (Minor Street)
North Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Future
Intersection #:5
12 11 10
11 548 0
1 14 0 6
2 0 0 5
3 17 0 4
18 621 0
7 8 9
Major Total:1198
Minor High Volume:31
(Major Street)
S Buttonwillow Ave
(Minor Street)
North Ave North Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Future+Project
Intersection #:5
12 11 10
11 550 9
1 14 24 6
2 0 0 5
3 17 14 4
18 645 4
7 8 9
Major Total:1237
Minor High Volume:38
(Major Street)
S Buttonwillow Ave
North Ave (Minor Street)
North Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Existing
Intersection #:6
12 11 10
34 41 0
1 33 0 6
2 0 0 5
3 48 0 4
35 21 0
7 8 9
Major Total:131
Minor High Volume:81
(Major Street)
Zumwalt Ave
(Minor Street)
North Ave North Ave
(Major Street)
Zumwalt Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Existing+Project
Intersection #:6
12 11 10
37 41 0
1 37 0 6
2 0 0 5
3 49 0 4
37 21 0
7 8 9
Major Total:136
Minor High Volume:86
(Major Street)
Zumwalt Ave
(Minor Street)
North Ave North Ave
(Major Street)
Zumwalt Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Future
Intersection #:6
12 11 10
37 44 0
1 39 0 6
2 0 0 5
3 56 0 4
46 28 0
7 8 9
Major Total:155
Minor High Volume:95
(Major Street)
Zumwalt Ave
(Minor Street)
North Ave North Ave
(Major Street)
Zumwalt Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Future+Project
Intersection #:6
12 11 10
40 44 0
1 43 0 6
2 0 0 5
3 57 0 4
48 28 0
7 8 9
Major Total:160
Minor High Volume:100
(Major Street)
Zumwalt Ave
(Minor Street)
North Ave North Ave
(Major Street)
Zumwalt Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Future
Intersection #:6
12 11 10
45 55 0
1 62 0 6
2 0 0 5
3 90 0 4
104 62 0
7 8 9
Major Total:266
Minor High Volume:152
(Major Street)
Zumwalt Ave
(Minor Street)
North Ave North Ave
(Major Street)
Zumwalt Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Future+Project
Intersection #:6
12 11 10
48 55 0
1 66 0 6
2 0 0 5
3 91 0 4
106 62 0
7 8 9
Major Total:271
Minor High Volume:157
(Major Street)
Zumwalt Ave
(Minor Street)
North Ave North Ave
(Major Street)
Zumwalt Ave
Rural Peak Hour Signal Warrant
Intersection Meets Signal Warrant
Scenario:AM Existing
Intersection #:6
12 11 10
140 28 2
1 73 2 6
2 0 0 5
3 195 0 4
197 36 1
7 8 9
Major Total:404
Minor High Volume:268
(Major Street)
Zumwalt Ave
(Minor Street)
North Ave North Ave
(Major Street)
Zumwalt Ave
Rural Peak Hour Signal Warrant
Intersection Meets Signal Warrant
Scenario:AM Existing+Project
Intersection #:6
12 11 10
142 28 2
1 76 2 6
2 0 0 5
3 196 0 4
198 36 1
7 8 9
Major Total:407
Minor High Volume:272
(Major Street)
Zumwalt Ave
(Minor Street)
North Ave North Ave
(Major Street)
Zumwalt Ave
Rural Peak Hour Signal Warrant
Intersection Meets Signal Warrant
Scenario:AM Future
Intersection #:6
12 11 10
151 30 2
1 85 2 6
2 0 0 5
3 228 0 4
259 47 1
7 8 9
Major Total:490
Minor High Volume:313
(Major Street)
Zumwalt Ave
(Minor Street)
North Ave North Ave
(Major Street)
Zumwalt Ave
Rural Peak Hour Signal Warrant
Intersection Meets Signal Warrant
Scenario:AM Future+Project
Intersection #:6
12 11 10
153 30 2
1 88 2 6
2 0 0 5
3 229 0 4
260 47 1
7 8 9
Major Total:493
Minor High Volume:317
(Major Street)
Zumwalt Ave
(Minor Street)
North Ave North Ave
(Major Street)
Zumwalt Ave
Rural Peak Hour Signal Warrant
Intersection Meets Signal Warrant
Scenario:AM Future
Intersection #:6
12 11 10
187 37 3
1 137 2 6
2 0 0 5
3 365 0 4
586 107 3
7 8 9
Major Total:923
Minor High Volume:502
(Major Street)
Zumwalt Ave
(Minor Street)
North Ave North Ave
(Major Street)
Zumwalt Ave
Rural Peak Hour Signal Warrant
Intersection Meets Signal Warrant
Scenario:AM Future+Project
Intersection #:6
12 11 10
189 37 3
1 140 2 6
2 0 0 5
3 366 0 4
587 107 3
7 8 9
Major Total:926
Minor High Volume:506
(Major Street)
Zumwalt Ave
(Minor Street)
North Ave North Ave
(Major Street)
Zumwalt Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Existing
Intersection #:7
12 11 10
33 382 0
1 38 0 6
2 0 0 5
3 44 0 4
40 422 0
7 8 9
Major Total:877
Minor High Volume:82
(Major Street)
S Buttonwillow Ave
(Minor Street)
E Springfield Ave E Springfield Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Existing+Project
Intersection #:7
12 11 10
33 406 0
1 38 0 6
2 0 0 5
3 44 6 4
40 482 0
7 8 9
Major Total:961
Minor High Volume:82
(Major Street)
S Buttonwillow Ave
(Minor Street)
E Springfield Ave E Springfield Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Future
Intersection #:7
12 11 10
33 422 0
1 38 0 6
2 0 0 5
3 44 0 4
40 466 0
7 8 9
Major Total:961
Minor High Volume:82
(Major Street)
S Buttonwillow Ave
(Minor Street)
E Springfield Ave E Springfield Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Meets Signal Warrant
Scenario:PM Future+Project
Intersection #:7
12 11 10
33 446 0
1 38 0 6
2 0 0 5
3 44 6 4
40 526 0
7 8 9
Major Total:1045
Minor High Volume:82
(Major Street)
S Buttonwillow Ave
(Minor Street)
E Springfield Ave E Springfield Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Meets Signal Warrant
Scenario:PM Future
Intersection #:7
12 11 10
34 568 0
1 39 0 6
2 0 0 5
3 45 0 4
41 627 0
7 8 9
Major Total:1270
Minor High Volume:84
(Major Street)
S Buttonwillow Ave
(Minor Street)
E Springfield Ave E Springfield Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Meets Signal Warrant
Scenario:PM Future+Project
Intersection #:7
12 11 10
34 592 0
1 39 0 6
2 0 0 5
3 45 6 4
41 687 0
7 8 9
Major Total:1354
Minor High Volume:84
(Major Street)
S Buttonwillow Ave
(Minor Street)
E Springfield Ave E Springfield Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Existing
Intersection #:7
12 11 10
33 352 0
1 57 0 6
2 0 0 5
3 51 0 4
61 370 0
7 8 9
Major Total:816
Minor High Volume:108
(Major Street)
S Buttonwillow Ave
(Minor Street)
E Springfield Ave E Springfield Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Meets Signal Warrant
Scenario:AM Existing+Project
Intersection #:7
12 11 10
33 387 0
1 57 0 6
2 0 0 5
3 51 9 4
61 388 0
7 8 9
Major Total:869
Minor High Volume:108
(Major Street)
S Buttonwillow Ave
(Minor Street)
E Springfield Ave E Springfield Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Meets Signal Warrant
Scenario:AM Future
Intersection #:7
12 11 10
33 389 0
1 57 0 6
2 0 0 5
3 51 0 4
61 409 0
7 8 9
Major Total:892
Minor High Volume:108
(Major Street)
S Buttonwillow Ave
(Minor Street)
E Springfield Ave E Springfield Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Meets Signal Warrant
Scenario:AM Future+Project
Intersection #:7
12 11 10
33 424 0
1 57 0 6
2 0 0 5
3 51 9 4
61 427 0
7 8 9
Major Total:945
Minor High Volume:108
(Major Street)
S Buttonwillow Ave
(Minor Street)
E Springfield Ave E Springfield Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Meets Signal Warrant
Scenario:AM Future
Intersection #:7
12 11 10
34 523 0
1 58 0 6
2 0 0 5
3 52 0 4
62 550 0
7 8 9
Major Total:1169
Minor High Volume:110
(Major Street)
S Buttonwillow Ave
(Minor Street)
E Springfield Ave E Springfield Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Meets Signal Warrant
Scenario:AM Future+Project
Intersection #:7
12 11 10
34 558 0
1 58 0 6
2 0 0 5
3 52 9 4
62 568 0
7 8 9
Major Total:1222
Minor High Volume:110
(Major Street)
S Buttonwillow Ave
(Minor Street)
E Springfield Ave E Springfield Ave
(Major Street)
S Buttonwillow Ave
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Existing
Intersection #:9
12 11 10
0 0 0
1 0 0 6
2 0 0 5
3 0 0 4
0 0 0
7 8 9
Major Total:0
Minor High Volume:0
(Major Street)
S Orange Ave
North Ave (Minor Street)
North Ave
(Major Street)
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Existing+Project
Intersection #:9
12 11 10
0 0 0
1 0 0 6
2 2 1 5
3 44 6 4
26 0 3
7 8 9
Major Total:53
Minor High Volume:29
S Orange Ave
(Major Street)
North Ave
(Major Street)
North Ave
(Minor Street)
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Future
Intersection #:9
12 11 10
0 0 0
1 0 0 6
2 0 0 5
3 0 0 4
0 0 0
7 8 9
Major Total:0
Minor High Volume:0
(Major Street)
S Orange Ave
North Ave (Minor Street)
North Ave
(Major Street)
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Future+Project
Intersection #:9
12 11 10
0 0 0
1 0 0 6
2 2 1 5
3 44 6 4
26 0 3
7 8 9
Major Total:53
Minor High Volume:29
S Orange Ave
(Major Street)
North Ave
(Major Street)
North Ave
(Minor Street)
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Future
Intersection #:9
12 11 10
0 0 0
1 0 0 6
2 0 0 5
3 0 0 4
0 0 0
7 8 9
Major Total:0
Minor High Volume:0
(Major Street)
S Orange Ave
North Ave (Minor Street)
North Ave
(Major Street)
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:PM Future+Project
Intersection #:9
12 11 10
0 0 0
1 0 0 6
2 2 1 5
3 44 6 4
26 0 3
7 8 9
Major Total:53
Minor High Volume:29
S Orange Ave
(Major Street)
North Ave
(Major Street)
North Ave
(Minor Street)
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Existing
Intersection #:9
12 11 10
0 0 0
1 0 0 6
2 0 0 5
3 0 0 4
0 0 0
7 8 9
Major Total:0
Minor High Volume:0
(Major Street)
S Orange Ave
North Ave (Minor Street)
North Ave
(Major Street)
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Existing+Project
Intersection #:9
12 11 10
0 0 0
1 0 0 6
2 1 1 5
3 12 3 4
38 0 3
7 8 9
Major Total:41
Minor High Volume:13
(Major Street)
S Orange Ave
(Minor Street)
North Ave North Ave
(Major Street)
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Future
Intersection #:9
12 11 10
0 0 0
1 0 0 6
2 0 0 5
3 0 0 4
0 0 0
7 8 9
Major Total:0
Minor High Volume:0
(Major Street)
S Orange Ave
North Ave (Minor Street)
North Ave
(Major Street)
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Future+Project
Intersection #:9
12 11 10
0 0 0
1 0 0 6
2 1 1 5
3 12 3 4
38 0 3
7 8 9
Major Total:41
Minor High Volume:13
(Major Street)
S Orange Ave
(Minor Street)
North Ave North Ave
(Major Street)
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Future
Intersection #:9
12 11 10
0 0 0
1 0 0 6
2 0 0 5
3 0 0 4
0 0 0
7 8 9
Major Total:0
Minor High Volume:0
(Major Street)
S Orange Ave
North Ave (Minor Street)
North Ave
(Major Street)
Rural Peak Hour Signal Warrant
Intersection Does Not Meet Signal Warrant
Scenario:AM Future+Project
Intersection #:9
12 11 10
0 0 0
1 0 0 6
2 1 1 5
3 12 3 4
38 0 3
7 8 9
Major Total:41
Minor High Volume:13
(Major Street)
S Orange Ave
(Minor Street)
North Ave North Ave
(Major Street)
https://tims.berkeley.edu/
2025/07/14 TIMS - Transportation Injury Mapping System
Crash Details for: Case ID 9066561
Crash Information
Parties: 2
Map View
Street View
County Fresno
City Reedley
Date & Time (M/D/Y) 04/27/2020 20:11
Location (Intersection) East Av & Manning Av
Dist. & Dir. from
Intersection
At Intersection
State Highway No
Geocoded Location 36.6041718, -119.444313
Type of Crash B - Sideswipe
Motor Vehicle Involved
With
G - Bicycle
Crash Severity 3 - Injury (Other Visible)
PCF Violation Category 10 - Pedestrian Right of Way
Weather A - Clear
Alcohol Involved Yes
Pedestrian Crash No Bicycle Crash Yes
Motorcycle Crash No Truck Crash No
Party
Number
Party Type Statewide Vehicle Type At
Fault
Party
Direction
Movement Preceding
Collision
1 1 - Driver (including Hit and
Run)
A - Passenger Car/Station Wagon Yes West E - Making Left Turn 2 4 - Bicyclist L - Bicycle No South B - Proceeding Straight Victims: 1
Party Number Victim Role Victim Gender Victim Age Victim Degree of Injury 2 4 - Bicyclist M - Male 56 6 - Suspected Minor Injury
https://tims.berkeley.edu/
2025/07/14 TIMS - Transportation Injury Mapping System
Crash Details for: Case ID 9188464
Crash Information
Parties: 2
Map View
Street View
County Fresno
City Reedley
Date & Time (M/D/Y) 10/16/2020 13:54
Location (Intersection) Manning Av & N Columbia Av
Dist. & Dir. from
Intersection

38.00 ft East
State Highway No
Geocoded Location 36.6041489, -119.439682
Type of Crash C - Rear End
Motor Vehicle Involved
With
C - Other Motor Vehicle
Crash Severity 4 - Injury (Complaint of Pain)
PCF Violation Category 22 - Other Improper Driving
Weather A - Clear
Alcohol Involved No
Pedestrian Crash No Bicycle Crash No
Motorcycle Crash No Truck Crash No
Party
Number
Party Type Statewide Vehicle Type At
Fault
Party
Direction
Movement Preceding
Collision
1 1 - Driver (including Hit and
Run)
A - Passenger Car/Station Wagon Yes East B - Proceeding Straight 2 1 - Driver (including Hit and
Run)
A - Passenger Car/Station Wagon No East B - Proceeding Straight Victims: 1
Party Number Victim Role Victim Gender Victim Age Victim Degree of Injury 1 2 - Passenger F - Female 55 7 - Possible Injury
https://tims.berkeley.edu/
2025/07/14 TIMS - Transportation Injury Mapping System
Crash Details for: Case ID 9363593
Crash Information
Parties: 2
Map View
Street View
County Fresno
City Reedley
Date & Time (M/D/Y) 10/27/2021 19:00
Location (Intersection) Manning Av & Buttonwillow Av
Dist. & Dir. from
Intersection

21.00 ft West
State Highway No
Geocoded Location 36.6040993, -119.430954
Type of Crash C - Rear End
Motor Vehicle Involved
With
C - Other Motor Vehicle
Crash Severity 4 - Injury (Complaint of Pain)
PCF Violation Category 03 - Unsafe Speed
Weather A - Clear
Alcohol Involved No
Pedestrian Crash No Bicycle Crash No
Motorcycle Crash No Truck Crash No
Party
Number
Party Type Statewide Vehicle Type At
Fault
Party
Direction
Movement Preceding
Collision
1 1 - Driver (including Hit and
Run)
A - Passenger Car/Station Wagon Yes North H - Slowing/Stopping 2 1 - Driver (including Hit and
Run)
A - Passenger Car/Station Wagon No North H - Slowing/Stopping Victims: 1
Party Number Victim Role Victim Gender Victim Age Victim Degree of Injury 2 1 - Driver F - Female 49 7 - Possible Injury
https://tims.berkeley.edu/
2025/07/14 TIMS - Transportation Injury Mapping System
Crash Details for: Case ID 9501106
Crash Information
Parties: 2
Map View
Street View
County Fresno
City Reedley
Date & Time (M/D/Y) 07/30/2022 22:01
Location (Intersection) Buttonwillow Av & North Av
Dist. & Dir. from
Intersection

17.00 ft South
State Highway No
Geocoded Location 36.6004524, -119.4309006
Type of Crash A - Head-On
Motor Vehicle Involved
With
C - Other Motor Vehicle
Crash Severity 4 - Injury (Complaint of Pain)
PCF Violation Category 08 - Improper Turning
Weather A - Clear
Alcohol Involved Yes
Pedestrian Crash No Bicycle Crash No
Motorcycle Crash No Truck Crash No
Party
Number
Party Type Statewide Vehicle Type At
Fault
Party
Direction
Movement Preceding
Collision
1 1 - Driver (including Hit and
Run)
D - Pickup or Panel Truck Yes North E - Making Left Turn 2 1 - Driver (including Hit and
Run)
A - Passenger Car/Station Wagon No South B - Proceeding Straight Victims: 3
Party Number Victim Role Victim Gender Victim Age Victim Degree of Injury 1 2 - Passenger M - Male 20 0 - No Injury
2 1 - Driver M - Male 35 7 - Possible Injury
2 2 - Passenger M - Male 33 7 - Possible Injury
https://tims.berkeley.edu/
2025/07/14 TIMS - Transportation Injury Mapping System
Crash Details for: Case ID 9573747
Crash Information
Parties: 2
Map View
Street View
County Fresno
City Reedley
Date & Time (M/D/Y) 02/17/2023 14:24
Location (Intersection) Buttonwillow Av & Springfield Av Dist. & Dir. from
Intersection
115.00 ft North
State Highway No
Geocoded Location 36.597187, -119.4309082
Type of Crash B - Sideswipe
Motor Vehicle Involved
With
C - Other Motor Vehicle
Crash Severity 4 - Injury (Complaint of Pain)
PCF Violation Category 09 - Automobile Right of Way
Weather A - Clear
Alcohol Involved No
Pedestrian Crash No Bicycle Crash No
Motorcycle Crash No Truck Crash No
Party
Number
Party Type Statewide Vehicle Type At
Fault
Party
Direction
Movement Preceding
Collision
1 1 - Driver (including Hit and
Run)
A - Passenger Car/Station Wagon Yes South F - Making U-Turn 2 1 - Driver (including Hit and
Run)
A - Passenger Car/Station Wagon No South B - Proceeding Straight Victims: 2
Party Number Victim Role Victim Gender Victim Age Victim Degree of Injury 2 2 - Passenger F - Female 2 0 - No Injury
2 2 - Passenger F - Female 18 7 - Possible Injury
https://tims.berkeley.edu/
2025/07/14 TIMS - Transportation Injury Mapping System
Crash Details for: Case ID 9620630
Crash Information
Parties: 2
Map View
Street View
County Fresno
City Reedley
Date & Time (M/D/Y) 10/01/2023 12:03
Location (Intersection) Buttonwillow Av & Manning Av
Dist. & Dir. from
Intersection
At Intersection
State Highway No
Geocoded Location 36.6040993, -119.4308853
Type of Crash D - Broadside
Motor Vehicle Involved
With
C - Other Motor Vehicle
Crash Severity 4 - Injury (Complaint of Pain)
PCF Violation Category 12 - Traffic Signals and Signs
Weather A - Clear
Alcohol Involved No
Pedestrian Crash No Bicycle Crash No
Motorcycle Crash No Truck Crash No
Party
Number
Party Type Statewide Vehicle Type At
Fault
Party
Direction
Movement Preceding
Collision
1 1 - Driver (including Hit and
Run)
A - Passenger Car/Station Wagon Yes West B - Proceeding Straight 2 1 - Driver (including Hit and
Run)
A - Passenger Car/Station Wagon No North B - Proceeding Straight Victims: 1
Party Number Victim Role Victim Gender Victim Age Victim Degree of Injury 1 1 - Driver M - Male 42 7 - Possible Injury
https://tims.berkeley.edu/
2025/07/14 TIMS - Transportation Injury Mapping System
Crash Details for: Case ID 9649168
Crash Information
Parties: 2
Map View
Street View
County Fresno
City Reedley
Date & Time (M/D/Y) 11/08/2023 11:43
Location (Intersection) E Manning Av & S Buttonwillow Av Dist. & Dir. from
Intersection

19.00 ft East
State Highway No
Geocoded Location 36.6040993, -119.4308167
Type of Crash C - Rear End
Motor Vehicle Involved
With
C - Other Motor Vehicle
Crash Severity 4 - Injury (Complaint of Pain)
PCF Violation Category 03 - Unsafe Speed
Weather A - Clear
Alcohol Involved No
Pedestrian Crash No Bicycle Crash No
Motorcycle Crash No Truck Crash No
Party
Number
Party Type Statewide Vehicle Type At
Fault
Party
Direction
Movement Preceding
Collision
1 1 - Driver (including Hit and
Run)
A - Passenger Car/Station Wagon Yes West B - Proceeding Straight 2 1 - Driver (including Hit and
Run)
A - Passenger Car/Station Wagon No West A - Stopped
Victims: 1
Party Number Victim Role Victim Gender Victim Age Victim Degree of Injury 2 1 - Driver M - Male 20 7 - Possible Injury
https://tims.berkeley.edu/
2025/07/14 TIMS - Transportation Injury Mapping System
Crash Details for: Case ID 9736380
Crash Information
Parties: 2
Map View
Street View
County Fresno
City Reedley
Date & Time (M/D/Y) 08/11/2024 18:20
Location (Intersection) Manning Av & Columbia Av
Dist. & Dir. from
Intersection

2.00 ft East
State Highway No
Geocoded Location 36.6041489, -119.4398041
Type of Crash G - Vehicle/Pedestrian
Motor Vehicle Involved
With
B - Pedestrian
Crash Severity 3 - Injury (Other Visible)
PCF Violation Category 10 - Pedestrian Right of Way
Weather A - Clear
Alcohol Involved No
Pedestrian Crash Yes Bicycle Crash No
Motorcycle Crash No Truck Crash No
Party
Number
Party Type Statewide Vehicle Type At
Fault
Party
Direction
Movement Preceding
Collision
1 1 - Driver (including Hit and
Run)
A - Passenger Car/Station Wagon Yes East B - Proceeding Straight 2 2 - Pedestrian N - Pedestrian No South R - Other
Victims: 1
Party Number Victim Role Victim Gender Victim Age Victim Degree of Injury 2 3 - Pedestrian M - Male 37 6 - Suspected Minor Injury https://tims.berkeley.edu/
2025/07/14 TIMS - Transportation Injury Mapping System
Crash Details for: Case ID 9767966
Crash Information
Parties: 3
Map View
Street View
County Fresno
City Reedley
Date & Time (M/D/Y) 11/21/2024 19:25
Location (Intersection) Dinuba Av & Buttonwillow Av
Dist. & Dir. from
Intersection
At Intersection
State Highway No
Geocoded Location 36.5895729, -119.4310608
Type of Crash C - Rear End
Motor Vehicle Involved
With
C - Other Motor Vehicle
Crash Severity 2 - Injury (Severe)
PCF Violation Category 03 - Unsafe Speed
Weather A - Clear
Alcohol Involved Yes
Pedestrian Crash No Bicycle Crash No
Motorcycle Crash No Truck Crash Yes
Party
Number
Party Type Statewide Vehicle Type At
Fault
Party
Direction
Movement Preceding
Collision
1 1 - Driver (including Hit and
Run)
F - Truck or Truck Tractor Yes West B - Proceeding Straight 2 1 - Driver (including Hit and
Run)
A - Passenger Car/Station Wagon No West H - Slowing/Stopping 3 1 - Driver (including Hit and
Run)
A - Passenger Car/Station Wagon No West P - Merging
Victims: 3
Party Number Victim Role Victim Gender Victim Age Victim Degree of Injury 2 1 - Driver F - Female 48 5 - Suspected Serious Injury Party Number Victim Role Victim Gender Victim Age Victim Degree of Injury 3 2 - Passenger F - Female 45 0 - No Injury
3 2 - Passenger F - Female 3 0 - No Injury
File Name : 01_RDY_East_Man AM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 1
City of Reedley
N/S: East Avenue
E/W: Manning Avenue
Weather: Clear
Groups Printed- Total Volume
East Avenue
Southbound
Manning Avenue
Westbound
East Avenue
Northbound
Manning Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 3 3 4 64 0 68 8 0 3 11 0 33 5 38 120
07:15 AM 0 0 0 0 6 89 0 95 8 0 1 9 0 66 8 74 178
07:30 AM 0 0 1 1 9 129 0 138 10 0 7 17 3 92 10 105 261
07:45 AM 0 0 0 0 16 157 2 175 11 0 9 20 6 112 26 144 339 Total 0 0 4 4 35 439 2 476 37 0 20 57 9 303 49 361 898
08:00 AM 0 0 0 0 5 69 0 74 7 0 2 9 2 97 12 111 194
08:15 AM 0 0 0 0 3 69 0 72 5 0 2 7 1 55 11 67 146
08:30 AM 1 0 0 1 3 66 0 69 5 0 4 9 2 63 9 74 153
08:45 AM 0 0 0 0 3 67 0 70 6 0 0 6 1 59 4 64 140
Total 1 0 0 1 14 271 0 285 23 0 8 31 6 274 36 316 633
Grand Total 1 0 4 5 49 710 2 761 60 0 28 88 15 577 85 677 1531 Apprch % 20 0 80 6.4 93.3 0.3 68.2 0 31.8 2.2 85.2 12.6 Total % 0.1 0 0.3 0.3 3.2 46.4 0.1 49.7 3.9 0 1.8 5.7 1 37.7 5.6 44.2 East Avenue
Southbound
Manning Avenue
Westbound
East Avenue
Northbound
Manning Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 6 89 0 95 8 0 1 9 0 66 8 74 178
07:30 AM 0 0 1 1 9 129 0 138 10 0 7 17 3 92 10 105 261
07:45 AM 0 0 0 0 16 157 2 175 11 0 9 20 6 112 26 144 339 08:00 AM 0 0 0 0 5 69 0 74 7 0 2 9 2 97 12 111 194
Total Volume 0 0 1 1 36 444 2 482 36 0 19 55 11 367 56 434 972 % App. Total 0 0 100 7.5 92.1 0.4 65.5 0 34.5 2.5 84.6 12.9 PHF .000 .000 .250 .250 .563 .707 .250 .689 .818 .000 .528 .688 .458 .819 .538 .753 .717 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RDY_East_Man AM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 2
City of Reedley
N/S: East Avenue
E/W: Manning Avenue
Weather: Clear
East Avenue
Manning Avenue
Manning Avenue
East Avenue
Right
1 Thru
0 Left
0 Out In Total
13 1 14
Right
2 Thru
444
Left
36 Out Total In
386 482 868
Left
36 Thru
0 Right
19 Out In Total
92 55 147
Left
11 Thru
367
Right
56 Total Out In
481 434 915
Peak Hour Begins at 07:15 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 07:15 AM 07:00 AM 07:15 AM
+0 mins. 0 0 3 3 6 89 0 95 8 0 3 11 0 66 8 74
+15 mins. 0 0 0 0 9 129 0 138 8 0 1 9 3 92 10 105
+30 mins. 0 0 1 1 16 157 2 175 10 0 7 17 6 112 26 144
+45 mins. 0 0 0 0 5 69 0 74 11 0 9 20 2 97 12 111
Total Volume 0 0 4 4 36 444 2 482 37 0 20 57 11 367 56 434 % App. Total 0 0 100 7.5 92.1 0.4 64.9 0 35.1 2.5 84.6 12.9 PHF .000 .000 .333 .333 .563 .707 .250 .689 .841 .000 .556 .713 .458 .819 .538 .753 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RDY_East_Man PM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 1
City of Reedley
N/S: East Avenue
E/W: Manning Avenue
Weather: Clear
Groups Printed- Total Volume
East Avenue
Southbound
Manning Avenue
Westbound
East Avenue
Northbound
Manning Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 8 99 0 107 6 0 4 10 1 130 13 144 261
04:15 PM 0 0 0 0 2 115 0 117 17 1 5 23 3 115 10 128 268 04:30 PM 1 0 1 2 7 126 0 133 9 0 5 14 3 122 7 132 281
04:45 PM 0 0 0 0 8 99 0 107 8 0 8 16 0 112 7 119 242
Total 1 0 1 2 25 439 0 464 40 1 22 63 7 479 37 523 1052 05:00 PM 0 0 1 1 3 141 0 144 6 0 10 16 0 109 15 124 285 05:15 PM 0 0 0 0 7 101 0 108 11 0 7 18 3 129 9 141 267
05:30 PM 0 0 0 0 6 99 0 105 9 0 2 11 2 102 13 117 233
05:45 PM 0 0 0 0 10 104 1 115 16 0 2 18 1 98 9 108 241
Total 0 0 1 1 26 445 1 472 42 0 21 63 6 438 46 490 1026 Grand Total 1 0 2 3 51 884 1 936 82 1 43 126 13 917 83 1013 2078 Apprch % 33.3 0 66.7 5.4 94.4 0.1 65.1 0.8 34.1 1.3 90.5 8.2 Total % 0 0 0.1 0.1 2.5 42.5 0 45 3.9 0 2.1 6.1 0.6 44.1 4 48.7 East Avenue
Southbound
Manning Avenue
Westbound
East Avenue
Northbound
Manning Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 0 0 0 0 2 115 0 117 17 1 5 23 3 115 10 128 268 04:30 PM 1 0 1 2 7 126 0 133 9 0 5 14 3 122 7 132 281
04:45 PM 0 0 0 0 8 99 0 107 8 0 8 16 0 112 7 119 242
05:00 PM 0 0 1 1 3 141 0 144 6 0 10 16 0 109 15 124 285 Total Volume 1 0 2 3 20 481 0 501 40 1 28 69 6 458 39 503 1076 % App. Total 33.3 0 66.7 4 96 0 58 1.4 40.6 1.2 91.1 7.8 PHF .250 .000 .500 .375 .625 .853 .000 .870 .588 .250 .700 .750 .500 .939 .650 .953 .944 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RDY_East_Man PM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 2
City of Reedley
N/S: East Avenue
E/W: Manning Avenue
Weather: Clear
East Avenue
Manning Avenue
Manning Avenue
East Avenue
Right
2 Thru
0 Left
1 Out In Total
7 3 10
Right
0 Thru
481
Left
20 Out Total In
487 501 988
Left
40 Thru
1 Right
28 Out In Total
59 69 128
Left
6 Thru
458
Right
39 Total Out In
523 503 1026
Peak Hour Begins at 04:15 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:15 PM 04:15 PM 04:00 PM
+0 mins. 0 0 0 0 2 115 0 117 17 1 5 23 1 130 13 144
+15 mins. 1 0 1 2 7 126 0 133 9 0 5 14 3 115 10 128
+30 mins. 0 0 0 0 8 99 0 107 8 0 8 16 3 122 7 132
+45 mins. 0 0 1 1 3 141 0 144 6 0 10 16 0 112 7 119
Total Volume 1 0 2 3 20 481 0 501 40 1 28 69 7 479 37 523 % App. Total 33.3 0 66.7 4 96 0 58 1.4 40.6 1.3 91.6 7.1 PHF .250 .000 .500 .375 .625 .853 .000 .870 .588 .250 .700 .750 .583 .921 .712 .908 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RDY_11th_Man AM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 1
City of Reedley
N/S: Columbia Avenue/E 11th Street
E/W: Manning Avenue
Weather: Clear
Groups Printed- Total Volume
Columbia Avenue
Southbound
Manning Avenue
Westbound
E 11th Street
Northbound
Manning Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 2 10 8 20 13 50 5 68 3 4 17 24 0 35 1 36 148
07:15 AM 9 10 11 30 31 75 4 110 4 1 26 31 3 59 4 66 237 07:30 AM 4 21 9 34 49 124 3 176 7 6 40 53 2 81 5 88 351 07:45 AM 4 31 24 59 66 140 4 210 8 7 50 65 4 106 6 116 450 Total 19 72 52 143 159 389 16 564 22 18 133 173 9 281 16 306 1186 08:00 AM 2 11 2 15 50 63 6 119 5 11 45 61 7 39 8 54 249 08:15 AM 3 8 1 12 37 65 3 105 7 7 37 51 4 48 10 62 230
08:30 AM 3 18 3 24 29 59 2 90 6 6 32 44 2 58 9 69 227
08:45 AM 3 16 1 20 39 62 2 103 6 2 33 41 2 56 4 62 226
Total 11 53 7 71 155 249 13 417 24 26 147 197 15 201 31 247 932 Grand Total 30 125 59 214 314 638 29 981 46 44 280 370 24 482 47 553 2118 Apprch % 14 58.4 27.6 32 65 3 12.4 11.9 75.7 4.3 87.2 8.5 Total % 1.4 5.9 2.8 10.1 14.8 30.1 1.4 46.3 2.2 2.1 13.2 17.5 1.1 22.8 2.2 26.1 Columbia Avenue
Southbound
Manning Avenue
Westbound
E 11th Street
Northbound
Manning Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 9 10 11 30 31 75 4 110 4 1 26 31 3 59 4 66 237 07:30 AM 4 21 9 34 49 124 3 176 7 6 40 53 2 81 5 88 351 07:45 AM 4 31 24 59 66 140 4 210 8 7 50 65 4 106 6 116 450 08:00 AM 2 11 2 15 50 63 6 119 5 11 45 61 7 39 8 54 249 Total Volume 19 73 46 138 196 402 17 615 24 25 161 210 16 285 23 324 1287 % App. Total 13.8 52.9 33.3 31.9 65.4 2.8 11.4 11.9 76.7 4.9 88 7.1 PHF .528 .589 .479 .585 .742 .718 .708 .732 .750 .568 .805 .808 .571 .672 .719 .698 .715 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RDY_11th_Man AM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 2
City of Reedley
N/S: Columbia Avenue/E 11th Street
E/W: Manning Avenue
Weather: Clear
Columbia Avenue
Manning Avenue
Manning Avenue
E 11th Street
Right
46 Thru
73 Left
19 Out In Total
58 138 196
Right
17 Thru
402
Left
196
Out Total In
465 615 1080
Left
24 Thru
25 Right
161
Out In Total
292 210 502
Left
16 Thru
285
Right
23 Total Out In
472 324 796
Peak Hour Begins at 07:15 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 07:15 AM 07:30 AM 07:15 AM
+0 mins. 2 10 8 20 31 75 4 110 7 6 40 53 3 59 4 66
+15 mins. 9 10 11 30 49 124 3 176 8 7 50 65 2 81 5 88
+30 mins. 4 21 9 34 66 140 4 210 5 11 45 61 4 106 6 116 +45 mins. 4 31 24 59 50 63 6 119 7 7 37 51 7 39 8 54
Total Volume 19 72 52 143 196 402 17 615 27 31 172 230 16 285 23 324 % App. Total 13.3 50.3 36.4 31.9 65.4 2.8 11.7 13.5 74.8 4.9 88 7.1 PHF .528 .581 .542 .606 .742 .718 .708 .732 .844 .705 .860 .885 .571 .672 .719 .698 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RDY_11th_Man PM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 1
City of Reedley
N/S: Columbia Avenue/E 11th Street
E/W: Manning Avenue
Weather: Clear
Groups Printed- Total Volume
Columbia Avenue
Southbound
Manning Avenue
Westbound
E 11th Street
Northbound
Manning Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 6 17 5 28 54 91 5 150 10 20 70 100 9 107 8 124 402 04:15 PM 3 13 5 21 58 100 1 159 14 10 61 85 8 104 8 120 385 04:30 PM 2 11 4 17 46 120 3 169 6 19 65 90 6 105 12 123 399 04:45 PM 6 14 8 28 47 95 2 144 10 14 49 73 10 101 7 118 363 Total 17 55 22 94 205 406 11 622 40 63 245 348 33 417 35 485 1549 05:00 PM 4 16 11 31 40 120 8 168 18 12 56 86 7 116 9 132 417 05:15 PM 8 18 5 31 43 85 1 129 17 14 53 84 12 107 12 131 375 05:30 PM 8 23 6 37 53 86 6 145 13 16 55 84 8 92 7 107 373 05:45 PM 4 17 11 32 44 91 5 140 5 20 63 88 10 86 6 102 362 Total 24 74 33 131 180 382 20 582 53 62 227 342 37 401 34 472 1527 Grand Total 41 129 55 225 385 788 31 1204 93 125 472 690 70 818 69 957 3076 Apprch % 18.2 57.3 24.4 32 65.4 2.6 13.5 18.1 68.4 7.3 85.5 7.2 Total % 1.3 4.2 1.8 7.3 12.5 25.6 1 39.1 3 4.1 15.3 22.4 2.3 26.6 2.2 31.1 Columbia Avenue
Southbound
Manning Avenue
Westbound
E 11th Street
Northbound
Manning Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 3 13 5 21 58 100 1 159 14 10 61 85 8 104 8 120 385 04:30 PM 2 11 4 17 46 120 3 169 6 19 65 90 6 105 12 123 399 04:45 PM 6 14 8 28 47 95 2 144 10 14 49 73 10 101 7 118 363 05:00 PM 4 16 11 31 40 120 8 168 18 12 56 86 7 116 9 132 417 Total Volume 15 54 28 97 191 435 14 640 48 55 231 334 31 426 36 493 1564 % App. Total 15.5 55.7 28.9 29.8 68 2.2 14.4 16.5 69.2 6.3 86.4 7.3 PHF .625 .844 .636 .782 .823 .906 .438 .947 .667 .724 .888 .928 .775 .918 .750 .934 .938 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RDY_11th_Man PM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 2
City of Reedley
N/S: Columbia Avenue/E 11th Street
E/W: Manning Avenue
Weather: Clear
Columbia Avenue
Manning Avenue
Manning Avenue
E 11th Street
Right
28 Thru
54 Left
15 Out In Total
100 97 197
Right
14 Thru
435
Left
191
Out Total In
672 640 1312
Left
48 Thru
55 Right
231
Out In Total
281 334 615
Left
31 Thru
426
Right
36 Total Out In
511 493 1004
Peak Hour Begins at 04:15 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:15 PM 04:00 PM 04:30 PM
+0 mins. 4 16 11 31 58 100 1 159 10 20 70 100 6 105 12 123 +15 mins. 8 18 5 31 46 120 3 169 14 10 61 85 10 101 7 118 +30 mins. 8 23 6 37 47 95 2 144 6 19 65 90 7 116 9 132
+45 mins. 4 17 11 32 40 120 8 168 10 14 49 73 12 107 12 131 Total Volume 24 74 33 131 191 435 14 640 40 63 245 348 35 429 40 504 % App. Total 18.3 56.5 25.2 29.8 68 2.2 11.5 18.1 70.4 6.9 85.1 7.9 PHF .750 .804 .750 .885 .823 .906 .438 .947 .714 .788 .875 .870 .729 .925 .833 .955 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 03_RDY_Bw_Man AM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 1
City of Reedley
N/S: Buttonwillow Avenue
E/W: Manning Avenue
Weather: Clear
Groups Printed- Total Volume
Buttonwillow Avenue
Southbound
Manning Avenue
Westbound
Buttonwillow Avenue
Northbound
Manning Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 13 27 5 45 2 31 6 39 15 32 9 56 3 28 4 35 175
07:15 AM 29 42 16 87 4 49 14 67 26 37 13 76 10 52 7 69 299 07:30 AM 39 61 28 128 14 72 21 107 38 54 31 123 14 69 11 94 452 07:45 AM 30 84 36 150 16 77 20 113 45 46 36 127 7 55 26 88 478 Total 111 214 85 410 36 229 61 326 124 169 89 382 34 204 48 286 1404 08:00 AM 17 65 23 105 13 61 15 89 30 48 10 88 25 48 22 95 377 08:15 AM 18 48 8 74 9 50 4 63 19 35 7 61 9 30 13 52 250 08:30 AM 5 46 13 64 11 46 6 63 20 37 4 61 5 47 17 69 257 08:45 AM 10 49 11 70 6 49 14 69 22 32 7 61 10 42 13 65 265 Total 50 208 55 313 39 206 39 284 91 152 28 271 49 167 65 281 1149 Grand Total 161 422 140 723 75 435 100 610 215 321 117 653 83 371 113 567 2553 Apprch % 22.3 58.4 19.4 12.3 71.3 16.4 32.9 49.2 17.9 14.6 65.4 19.9 Total % 6.3 16.5 5.5 28.3 2.9 17 3.9 23.9 8.4 12.6 4.6 25.6 3.3 14.5 4.4 22.2 Buttonwillow Avenue
Southbound
Manning Avenue
Westbound
Buttonwillow Avenue
Northbound
Manning Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 29 42 16 87 4 49 14 67 26 37 13 76 10 52 7 69 299 07:30 AM 39 61 28 128 14 72 21 107 38 54 31 123 14 69 11 94 452 07:45 AM 30 84 36 150 16 77 20 113 45 46 36 127 7 55 26 88 478 08:00 AM 17 65 23 105 13 61 15 89 30 48 10 88 25 48 22 95 377 Total Volume 115 252 103 470 47 259 70 376 139 185 90 414 56 224 66 346 1606 % App. Total 24.5 53.6 21.9 12.5 68.9 18.6 33.6 44.7 21.7 16.2 64.7 19.1 PHF .737 .750 .715 .783 .734 .841 .833 .832 .772 .856 .625 .815 .560 .812 .635 .911 .840 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 03_RDY_Bw_Man AM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 2
City of Reedley
N/S: Buttonwillow Avenue
E/W: Manning Avenue
Weather: Clear
Buttonwillow Avenue
Manning Avenue
Manning Avenue
Buttonwillow Avenue
Right
103
Thru
252
Left
115
Out In Total
311 470 781
Right
70 Thru
259
Left
47 Out Total In
429 376 805
Left
139
Thru
185
Right
90 Out In Total
365 414 779
Left
56 Thru
224
Right
66 Total Out In
501 346 847
Peak Hour Begins at 07:15 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 29 42 16 87 4 49 14 67 26 37 13 76 10 52 7 69
+15 mins. 39 61 28 128 14 72 21 107 38 54 31 123 14 69 11 94 +30 mins. 30 84 36 150 16 77 20 113 45 46 36 127 7 55 26 88 +45 mins. 17 65 23 105 13 61 15 89 30 48 10 88 25 48 22 95 Total Volume 115 252 103 470 47 259 70 376 139 185 90 414 56 224 66 346 % App. Total 24.5 53.6 21.9 12.5 68.9 18.6 33.6 44.7 21.7 16.2 64.7 19.1 PHF .737 .750 .715 .783 .734 .841 .833 .832 .772 .856 .625 .815 .560 .812 .635 .911 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 03_RDY_Bw_Man PM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 1
City of Reedley
N/S: Buttonwillow Avenue
E/W: Manning Avenue
Weather: Clear
Groups Printed- Total Volume
Buttonwillow Avenue
Southbound
Manning Avenue
Westbound
Buttonwillow Avenue
Northbound
Manning Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 21 56 24 101 8 65 17 90 25 53 4 82 31 61 35 127 400 04:15 PM 14 55 19 88 13 63 18 94 29 48 9 86 17 47 29 93 361 04:30 PM 32 65 21 118 10 61 22 93 39 61 3 103 17 64 21 102 416 04:45 PM 27 63 17 107 10 63 33 106 46 69 11 126 12 72 29 113 452 Total 94 239 81 414 41 252 90 383 139 231 27 397 77 244 114 435 1629 05:00 PM 20 65 11 96 18 53 20 91 34 64 5 103 24 78 27 129 419 05:15 PM 21 55 19 95 13 53 18 84 37 50 9 96 10 71 27 108 383 05:30 PM 17 54 21 92 19 45 10 74 36 57 11 104 24 46 30 100 370 05:45 PM 18 61 13 92 6 55 14 75 33 49 9 91 11 57 36 104 362 Total 76 235 64 375 56 206 62 324 140 220 34 394 69 252 120 441 1534 Grand Total 170 474 145 789 97 458 152 707 279 451 61 791 146 496 234 876 3163 Apprch % 21.5 60.1 18.4 13.7 64.8 21.5 35.3 57 7.7 16.7 56.6 26.7 Total % 5.4 15 4.6 24.9 3.1 14.5 4.8 22.4 8.8 14.3 1.9 25 4.6 15.7 7.4 27.7 Buttonwillow Avenue
Southbound
Manning Avenue
Westbound
Buttonwillow Avenue
Northbound
Manning Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 32 65 21 118 10 61 22 93 39 61 3 103 17 64 21 102 416 04:45 PM 27 63 17 107 10 63 33 106 46 69 11 126 12 72 29 113 452 05:00 PM 20 65 11 96 18 53 20 91 34 64 5 103 24 78 27 129 419 05:15 PM 21 55 19 95 13 53 18 84 37 50 9 96 10 71 27 108 383 Total Volume 100 248 68 416 51 230 93 374 156 244 28 428 63 285 104 452 1670 % App. Total 24 59.6 16.3 13.6 61.5 24.9 36.4 57 6.5 13.9 63.1 23 PHF .781 .954 .810 .881 .708 .913 .705 .882 .848 .884 .636 .849 .656 .913 .897 .876 .924 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 03_RDY_Bw_Man PM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 2
City of Reedley
N/S: Buttonwillow Avenue
E/W: Manning Avenue
Weather: Clear
Buttonwillow Avenue
Manning Avenue
Manning Avenue
Buttonwillow Avenue
Right
68 Thru
248
Left
100
Out In Total
400 416 816
Right
93 Thru
230
Left
51 Out Total In
413 374 787
Left
156
Thru
244
Right
28 Out In Total
403 428 831
Left
63 Thru
285
Right
104
Total Out In
454 452 906
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:15 PM 04:45 PM 04:30 PM
+0 mins. 32 65 21 118 13 63 18 94 46 69 11 126 17 64 21 102 +15 mins. 27 63 17 107 10 61 22 93 34 64 5 103 12 72 29 113 +30 mins. 20 65 11 96 10 63 33 106 37 50 9 96 24 78 27 129 +45 mins. 21 55 19 95 18 53 20 91 36 57 11 104 10 71 27 108 Total Volume 100 248 68 416 51 240 93 384 153 240 36 429 63 285 104 452 % App. Total 24 59.6 16.3 13.3 62.5 24.2 35.7 55.9 8.4 13.9 63.1 23 PHF .781 .954 .810 .881 .708 .952 .705 .906 .832 .870 .818 .851 .656 .913 .897 .876 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 05_RDY_Bw_North AM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 1
City of Reedley
N/S: Buttonwillow Avenue
E/W: North Avenue
Weather: Clear
Groups Printed- Total Volume
Buttonwillow Avenue
Southbound
North Avenue
Westbound
Buttonwillow Avenue
Northbound
North Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 30 1 31 0 0 0 0 1 52 0 53 1 0 6 7 91
07:15 AM 0 50 1 51 0 0 0 0 2 76 0 78 1 0 3 4 133
07:30 AM 0 81 4 85 0 0 0 0 3 121 0 124 3 0 3 6 215
07:45 AM 0 126 3 129 0 0 0 0 5 142 0 147 6 0 8 14 290
Total 0 287 9 296 0 0 0 0 11 391 0 402 11 0 20 31 729
08:00 AM 0 95 2 97 0 0 0 0 6 89 0 95 4 0 4 8 200
08:15 AM 0 67 2 69 0 0 0 0 4 66 0 70 1 0 2 3 142
08:30 AM 0 72 2 74 0 0 0 0 2 56 0 58 5 0 8 13 145
08:45 AM 0 62 1 63 0 0 0 0 4 58 0 62 1 0 5 6 131
Total 0 296 7 303 0 0 0 0 16 269 0 285 11 0 19 30 618
Grand Total 0 583 16 599 0 0 0 0 27 660 0 687 22 0 39 61 1347 Apprch % 0 97.3 2.7 0 0 0 3.9 96.1 0 36.1 0 63.9
Total % 0 43.3 1.2 44.5 0 0 0 0 2 49 0 51 1.6 0 2.9 4.5 Buttonwillow Avenue
Southbound
North Avenue
Westbound
Buttonwillow Avenue
Northbound
North Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 81 4 85 0 0 0 0 3 121 0 124 3 0 3 6 215
07:45 AM 0 126 3 129 0 0 0 0 5 142 0 147 6 0 8 14 290
08:00 AM 0 95 2 97 0 0 0 0 6 89 0 95 4 0 4 8 200
08:15 AM 0 67 2 69 0 0 0 0 4 66 0 70 1 0 2 3 142
Total Volume 0 369 11 380 0 0 0 0 18 418 0 436 14 0 17 31 847 % App. Total 0 97.1 2.9 0 0 0 4.1 95.9 0 45.2 0 54.8
PHF .000 .732 .688 .736 .000 .000 .000 .000 .750 .736 .000 .741 .583 .000 .531 .554 .730 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 05_RDY_Bw_North AM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 2
City of Reedley
N/S: Buttonwillow Avenue
E/W: North Avenue
Weather: Clear
Buttonwillow Avenue
North Avenue
North Avenue
Buttonwillow Avenue
Right
11 Thru
369
Left
0 Out In Total
432 380 812
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
18 Thru
418
Right
0 Out In Total
386 436 822
Left
14 Thru
0 Right
17 Total Out In
29 31 60
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:00 AM 07:15 AM 07:45 AM
+0 mins. 0 81 4 85 0 0 0 0 2 76 0 78 6 0 8 14
+15 mins. 0 126 3 129 0 0 0 0 3 121 0 124 4 0 4 8
+30 mins. 0 95 2 97 0 0 0 0 5 142 0 147 1 0 2 3
+45 mins. 0 67 2 69 0 0 0 0 6 89 0 95 5 0 8 13
Total Volume 0 369 11 380 0 0 0 0 16 428 0 444 16 0 22 38 % App. Total 0 97.1 2.9 0 0 0 3.6 96.4 0 42.1 0 57.9
PHF .000 .732 .688 .736 .000 .000 .000 .000 .667 .754 .000 .755 .667 .000 .688 .679 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 05_RDY_Bw_North PM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 1
City of Reedley
N/S: Buttonwillow Avenue
E/W: North Avenue
Weather: Clear
Groups Printed- Total Volume
Buttonwillow Avenue
Southbound
North Avenue
Westbound
Buttonwillow Avenue
Northbound
North Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 98 1 99 0 0 0 0 6 86 0 92 1 0 8 9 200
04:15 PM 0 92 2 94 0 0 0 0 2 100 0 102 2 0 6 8 204
04:30 PM 0 89 3 92 0 0 0 0 5 98 0 103 1 0 8 9 204
04:45 PM 0 101 1 102 0 0 0 0 6 130 0 136 0 0 3 3 241
Total 0 380 7 387 0 0 0 0 19 414 0 433 4 0 25 29 849
05:00 PM 0 114 3 117 0 0 1 1 9 102 0 111 1 0 7 8 237
05:15 PM 0 89 4 93 0 0 0 0 10 94 0 104 1 0 3 4 201
05:30 PM 0 102 6 108 0 0 0 0 6 90 0 96 2 0 8 10 214
05:45 PM 0 96 2 98 0 0 0 0 10 92 0 102 4 0 9 13 213
Total 0 401 15 416 0 0 1 1 35 378 0 413 8 0 27 35 865
Grand Total 0 781 22 803 0 0 1 1 54 792 0 846 12 0 52 64 1714 Apprch % 0 97.3 2.7 0 0 100 6.4 93.6 0 18.8 0 81.2
Total % 0 45.6 1.3 46.8 0 0 0.1 0.1 3.2 46.2 0 49.4 0.7 0 3 3.7 Buttonwillow Avenue
Southbound
North Avenue
Westbound
Buttonwillow Avenue
Northbound
North Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 101 1 102 0 0 0 0 6 130 0 136 0 0 3 3 241
05:00 PM 0 114 3 117 0 0 1 1 9 102 0 111 1 0 7 8 237
05:15 PM 0 89 4 93 0 0 0 0 10 94 0 104 1 0 3 4 201
05:30 PM 0 102 6 108 0 0 0 0 6 90 0 96 2 0 8 10 214
Total Volume 0 406 14 420 0 0 1 1 31 416 0 447 4 0 21 25 893 % App. Total 0 96.7 3.3 0 0 100 6.9 93.1 0 16 0 84
PHF .000 .890 .583 .897 .000 .000 .250 .250 .775 .800 .000 .822 .500 .000 .656 .625 .926 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 05_RDY_Bw_North PM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 2
City of Reedley
N/S: Buttonwillow Avenue
E/W: North Avenue
Weather: Clear
Buttonwillow Avenue
North Avenue
North Avenue
Buttonwillow Avenue
Right
14 Thru
406
Left
0 Out In Total
421 420 841
Right
1 Thru
0 Left
0 Out Total In
0 1 1
Left
31 Thru
416
Right
0 Out In Total
427 447 874
Left
4 Thru
0 Right
21 Total Out In
45 25 70
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:15 PM 04:30 PM 05:00 PM
+0 mins. 0 101 1 102 0 0 0 0 5 98 0 103 1 0 7 8
+15 mins. 0 114 3 117 0 0 0 0 6 130 0 136 1 0 3 4
+30 mins. 0 89 4 93 0 0 0 0 9 102 0 111 2 0 8 10
+45 mins. 0 102 6 108 0 0 1 1 10 94 0 104 4 0 9 13
Total Volume 0 406 14 420 0 0 1 1 30 424 0 454 8 0 27 35 % App. Total 0 96.7 3.3 0 0 100 6.6 93.4 0 22.9 0 77.1
PHF .000 .890 .583 .897 .000 .000 .250 .250 .750 .815 .000 .835 .500 .000 .750 .673 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 06_RDY_Zum_North AM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 1
City of Reedley
N/S: Zumwalt Avenue
E/W: North Avenue
Weather: Clear
Groups Printed- Total Volume
Zumwalt Avenue
Southbound
North Avenue
Westbound
Zumwalt Avenue
Northbound
North Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 3 3 0 0 0 0 8 2 0 10 1 0 3 4 17
07:15 AM 0 4 21 25 0 0 1 1 13 11 0 24 6 0 8 14 64
07:30 AM 0 2 49 51 0 0 1 1 77 12 1 90 29 0 49 78 220
07:45 AM 1 15 53 69 0 0 0 0 91 6 0 97 21 0 105 126 292
Total 1 21 126 148 0 0 2 2 189 31 1 221 57 0 165 222 593 08:00 AM 1 7 17 25 0 0 0 0 16 7 0 23 17 0 33 50 98
08:15 AM 0 5 6 11 1 0 1 2 6 3 0 9 4 0 6 10 32
08:30 AM 1 1 5 7 0 0 0 0 3 9 0 12 5 0 6 11 30
08:45 AM 0 9 2 11 0 0 1 1 3 7 0 10 1 0 2 3 25
Total 2 22 30 54 1 0 2 3 28 26 0 54 27 0 47 74 185
Grand Total 3 43 156 202 1 0 4 5 217 57 1 275 84 0 212 296 778 Apprch % 1.5 21.3 77.2 20 0 80 78.9 20.7 0.4 28.4 0 71.6 Total % 0.4 5.5 20.1 26 0.1 0 0.5 0.6 27.9 7.3 0.1 35.3 10.8 0 27.2 38 Zumwalt Avenue
Southbound
North Avenue
Westbound
Zumwalt Avenue
Northbound
North Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 4 21 25 0 0 1 1 13 11 0 24 6 0 8 14 64
07:30 AM 0 2 49 51 0 0 1 1 77 12 1 90 29 0 49 78 220
07:45 AM 1 15 53 69 0 0 0 0 91 6 0 97 21 0 105 126 292
08:00 AM 1 7 17 25 0 0 0 0 16 7 0 23 17 0 33 50 98
Total Volume 2 28 140 170 0 0 2 2 197 36 1 234 73 0 195 268 674 % App. Total 1.2 16.5 82.4 0 0 100 84.2 15.4 0.4 27.2 0 72.8 PHF .500 .467 .660 .616 .000 .000 .500 .500 .541 .750 .250 .603 .629 .000 .464 .532 .577 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 06_RDY_Zum_North AM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 2
City of Reedley
N/S: Zumwalt Avenue
E/W: North Avenue
Weather: Clear
Zumwalt Avenue
North Avenue
North Avenue
Zumwalt Avenue
Right
140
Thru
28 Left
2 Out In Total
111 170 281
Right
2 Thru
0 Left
0 Out Total In
3 2 5
Left
197
Thru
36 Right
1 Out In Total
223 234 457
Left
73 Thru
0 Right
195
Total Out In
337 268 605
Peak Hour Begins at 07:15 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:30 AM 07:15 AM 07:15 AM
+0 mins. 0 4 21 25 0 0 1 1 13 11 0 24 6 0 8 14
+15 mins. 0 2 49 51 0 0 0 0 77 12 1 90 29 0 49 78
+30 mins. 1 15 53 69 0 0 0 0 91 6 0 97 21 0 105 126
+45 mins. 1 7 17 25 1 0 1 2 16 7 0 23 17 0 33 50
Total Volume 2 28 140 170 1 0 2 3 197 36 1 234 73 0 195 268 % App. Total 1.2 16.5 82.4 33.3 0 66.7 84.2 15.4 0.4 27.2 0 72.8 PHF .500 .467 .660 .616 .250 .000 .500 .375 .541 .750 .250 .603 .629 .000 .464 .532 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 06_RDY_Zum_North PM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 1
City of Reedley
N/S: Zumwalt Avenue
E/W: North Avenue
Weather: Clear
Groups Printed- Total Volume
Zumwalt Avenue
Southbound
North Avenue
Westbound
Zumwalt Avenue
Northbound
North Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 6 1 7 0 0 0 0 2 9 1 12 5 0 9 14 33
04:15 PM 0 5 5 10 0 0 0 0 5 7 0 12 8 0 11 19 41
04:30 PM 0 15 8 23 0 0 0 0 7 7 0 14 10 0 11 21 58
04:45 PM 0 8 14 22 0 0 0 0 10 4 0 14 7 0 9 16 52
Total 0 34 28 62 0 0 0 0 24 27 1 52 30 0 40 70 184
05:00 PM 0 6 7 13 0 0 0 0 10 4 0 14 11 0 19 30 57
05:15 PM 0 12 5 17 0 0 0 0 8 6 0 14 5 0 9 14 45
05:30 PM 0 6 6 12 0 0 0 0 3 7 0 10 9 0 9 18 40
05:45 PM 0 11 1 12 0 0 0 0 3 3 0 6 2 0 2 4 22
Total 0 35 19 54 0 0 0 0 24 20 0 44 27 0 39 66 164
Grand Total 0 69 47 116 0 0 0 0 48 47 1 96 57 0 79 136 348 Apprch % 0 59.5 40.5 0 0 0 50 49 1 41.9 0 58.1
Total % 0 19.8 13.5 33.3 0 0 0 0 13.8 13.5 0.3 27.6 16.4 0 22.7 39.1 Zumwalt Avenue
Southbound
North Avenue
Westbound
Zumwalt Avenue
Northbound
North Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 15 8 23 0 0 0 0 7 7 0 14 10 0 11 21 58
04:45 PM 0 8 14 22 0 0 0 0 10 4 0 14 7 0 9 16 52
05:00 PM 0 6 7 13 0 0 0 0 10 4 0 14 11 0 19 30 57
05:15 PM 0 12 5 17 0 0 0 0 8 6 0 14 5 0 9 14 45
Total Volume 0 41 34 75 0 0 0 0 35 21 0 56 33 0 48 81 212 % App. Total 0 54.7 45.3 0 0 0 62.5 37.5 0 40.7 0 59.3
PHF .000 .683 .607 .815 .000 .000 .000 .000 .875 .750 .000 1.00 .750 .000 .632 .675 .914 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 06_RDY_Zum_North PM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 2
City of Reedley
N/S: Zumwalt Avenue
E/W: North Avenue
Weather: Clear
Zumwalt Avenue
North Avenue
North Avenue
Zumwalt Avenue
Right
34 Thru
41 Left
0 Out In Total
54 75 129
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
35 Thru
21 Right
0 Out In Total
89 56 145
Left
33 Thru
0 Right
48 Total Out In
69 81 150
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:00 PM 04:30 PM 04:15 PM
+0 mins. 0 15 8 23 0 0 0 0 7 7 0 14 8 0 11 19
+15 mins. 0 8 14 22 0 0 0 0 10 4 0 14 10 0 11 21
+30 mins. 0 6 7 13 0 0 0 0 10 4 0 14 7 0 9 16
+45 mins. 0 12 5 17 0 0 0 0 8 6 0 14 11 0 19 30
Total Volume 0 41 34 75 0 0 0 0 35 21 0 56 36 0 50 86
% App. Total 0 54.7 45.3 0 0 0 62.5 37.5 0 41.9 0 58.1
PHF .000 .683 .607 .815 .000 .000 .000 .000 .875 .750 .000 1.000 .818 .000 .658 .717 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 07_RDY_Bw_Spf AM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 1
City of Reedley
N/S: Buttonwillow Avenue
E/W: Springfield Avenue
Weather: Clear
Groups Printed- Total Volume
Buttonwillow Avenue
Southbound
Springfield Avenue
Westbound
Buttonwillow Avenue
Northbound
Springfield Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 35 4 39 0 0 0 0 3 48 0 51 5 0 6 11 101
07:15 AM 0 50 4 54 0 0 0 0 7 77 0 84 6 0 5 11 149
07:30 AM 0 80 10 90 0 0 0 0 11 99 0 110 19 0 16 35 235
07:45 AM 0 114 11 125 0 0 0 0 29 120 0 149 23 0 13 36 310 Total 0 279 29 308 0 0 0 0 50 344 0 394 53 0 40 93 795
08:00 AM 0 95 6 101 0 0 0 0 12 85 0 97 6 0 15 21 219
08:15 AM 0 63 6 69 0 0 0 0 9 66 0 75 9 0 7 16 160
08:30 AM 0 83 5 88 0 0 0 0 10 53 0 63 6 0 5 11 162
08:45 AM 0 65 2 67 0 0 0 0 3 54 0 57 3 0 9 12 136
Total 0 306 19 325 0 0 0 0 34 258 0 292 24 0 36 60 677
Grand Total 0 585 48 633 0 0 0 0 84 602 0 686 77 0 76 153 1472 Apprch % 0 92.4 7.6 0 0 0 12.2 87.8 0 50.3 0 49.7
Total % 0 39.7 3.3 43 0 0 0 0 5.7 40.9 0 46.6 5.2 0 5.2 10.4 Buttonwillow Avenue
Southbound
Springfield Avenue
Westbound
Buttonwillow Avenue
Northbound
Springfield Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 80 10 90 0 0 0 0 11 99 0 110 19 0 16 35 235
07:45 AM 0 114 11 125 0 0 0 0 29 120 0 149 23 0 13 36 310 08:00 AM 0 95 6 101 0 0 0 0 12 85 0 97 6 0 15 21 219
08:15 AM 0 63 6 69 0 0 0 0 9 66 0 75 9 0 7 16 160
Total Volume 0 352 33 385 0 0 0 0 61 370 0 431 57 0 51 108 924 % App. Total 0 91.4 8.6 0 0 0 14.2 85.8 0 52.8 0 47.2
PHF .000 .772 .750 .770 .000 .000 .000 .000 .526 .771 .000 .723 .620 .000 .797 .750 .745 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 07_RDY_Bw_Spf AM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 2
City of Reedley
N/S: Buttonwillow Avenue
E/W: Springfield Avenue
Weather: Clear
Buttonwillow Avenue
Springfield Avenue
Springfield Avenue
Buttonwillow Avenue
Right
33 Thru
352
Left
0 Out In Total
427 385 812
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
61 Thru
370
Right
0 Out In Total
403 431 834
Left
57 Thru
0 Right
51 Total Out In
94 108 202
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:00 AM 07:15 AM 07:30 AM
+0 mins. 0 80 10 90 0 0 0 0 7 77 0 84 19 0 16 35
+15 mins. 0 114 11 125 0 0 0 0 11 99 0 110 23 0 13 36
+30 mins. 0 95 6 101 0 0 0 0 29 120 0 149 6 0 15 21
+45 mins. 0 63 6 69 0 0 0 0 12 85 0 97 9 0 7 16
Total Volume 0 352 33 385 0 0 0 0 59 381 0 440 57 0 51 108 % App. Total 0 91.4 8.6 0 0 0 13.4 86.6 0 52.8 0 47.2
PHF .000 .772 .750 .770 .000 .000 .000 .000 .509 .794 .000 .738 .620 .000 .797 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 07_RDY_Bw_Spf PM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 1
City of Reedley
N/S: Buttonwillow Avenue
E/W: Springfield Avenue
Weather: Clear
Groups Printed- Total Volume
Buttonwillow Avenue
Southbound
Springfield Avenue
Westbound
Buttonwillow Avenue
Northbound
Springfield Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 102 5 107 0 0 0 0 11 84 0 95 8 0 9 17 219
04:15 PM 0 85 10 95 0 0 0 0 14 97 0 111 10 0 15 25 231
04:30 PM 0 94 5 99 0 0 0 0 15 98 0 113 4 0 7 11 223
04:45 PM 0 98 11 109 0 0 0 0 11 128 0 139 7 0 8 15 263
Total 0 379 31 410 0 0 0 0 51 407 0 458 29 0 39 68 936
05:00 PM 0 106 7 113 0 0 0 0 4 100 0 104 11 0 10 21 238 05:15 PM 0 80 10 90 0 0 0 0 11 96 0 107 10 0 13 23 220
05:30 PM 0 98 5 103 0 0 0 0 14 98 0 112 10 0 13 23 238
05:45 PM 0 95 6 101 0 0 0 0 11 88 0 99 10 0 12 22 222
Total 0 379 28 407 0 0 0 0 40 382 0 422 41 0 48 89 918
Grand Total 0 758 59 817 0 0 0 0 91 789 0 880 70 0 87 157 1854 Apprch % 0 92.8 7.2 0 0 0 10.3 89.7 0 44.6 0 55.4
Total % 0 40.9 3.2 44.1 0 0 0 0 4.9 42.6 0 47.5 3.8 0 4.7 8.5 Buttonwillow Avenue
Southbound
Springfield Avenue
Westbound
Buttonwillow Avenue
Northbound
Springfield Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 98 11 109 0 0 0 0 11 128 0 139 7 0 8 15 263
05:00 PM 0 106 7 113 0 0 0 0 4 100 0 104 11 0 10 21 238 05:15 PM 0 80 10 90 0 0 0 0 11 96 0 107 10 0 13 23 220
05:30 PM 0 98 5 103 0 0 0 0 14 98 0 112 10 0 13 23 238
Total Volume 0 382 33 415 0 0 0 0 40 422 0 462 38 0 44 82 959 % App. Total 0 92 8 0 0 0 8.7 91.3 0 46.3 0 53.7
PHF .000 .901 .750 .918 .000 .000 .000 .000 .714 .824 .000 .831 .864 .000 .846 .891 .912 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 07_RDY_Bw_Spf PM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 2
City of Reedley
N/S: Buttonwillow Avenue
E/W: Springfield Avenue
Weather: Clear
Buttonwillow Avenue
Springfield Avenue
Springfield Avenue
Buttonwillow Avenue
Right
33 Thru
382
Left
0 Out In Total
460 415 875
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
40 Thru
422
Right
0 Out In Total
426 462 888
Left
38 Thru
0 Right
44 Total Out In
73 82 155
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:00 PM 04:15 PM 05:00 PM
+0 mins. 0 85 10 95 0 0 0 0 14 97 0 111 11 0 10 21
+15 mins. 0 94 5 99 0 0 0 0 15 98 0 113 10 0 13 23
+30 mins. 0 98 11 109 0 0 0 0 11 128 0 139 10 0 13 23
+45 mins. 0 106 7 113 0 0 0 0 4 100 0 104 10 0 12 22
Total Volume 0 383 33 416 0 0 0 0 44 423 0 467 41 0 48 89 % App. Total 0 92.1 7.9 0 0 0 9.4 90.6 0 46.1 0 53.9
PHF .000 .903 .750 .920 .000 .000 .000 .000 .733 .826 .000 .840 .932 .000 .923 .967 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 08_RDY_Bw_Din AM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 1
City of Reedley
N/S: Buttonwillow Avenue
E/W: Dinuba Avenue
Weather: Clear
Groups Printed- Total Volume
Buttonwillow Avenue
Southbound
Dinuba Avenue
Westbound
Buttonwillow Avenue
Northbound
Dinuba Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 10 25 17 52 7 33 10 50 13 15 5 33 7 22 14 43 178 07:15 AM 7 26 18 51 11 70 15 96 14 21 7 42 14 39 16 69 258 07:30 AM 15 41 21 77 15 79 17 111 29 37 19 85 22 64 15 101 374 07:45 AM 16 41 39 96 23 125 41 189 38 32 21 91 24 71 22 117 493 Total 48 133 95 276 56 307 83 446 94 105 52 251 67 196 67 330 1303 08:00 AM 18 46 32 96 20 78 22 120 18 20 8 46 23 62 20 105 367 08:15 AM 11 37 16 64 20 52 23 95 12 25 7 44 21 51 19 91 294 08:30 AM 10 36 19 65 10 47 14 71 15 25 9 49 16 41 18 75 260 08:45 AM 14 34 21 69 11 52 6 69 19 20 8 47 24 39 19 82 267 Total 53 153 88 294 61 229 65 355 64 90 32 186 84 193 76 353 1188 Grand Total 101 286 183 570 117 536 148 801 158 195 84 437 151 389 143 683 2491 Apprch % 17.7 50.2 32.1 14.6 66.9 18.5 36.2 44.6 19.2 22.1 57 20.9 Total % 4.1 11.5 7.3 22.9 4.7 21.5 5.9 32.2 6.3 7.8 3.4 17.5 6.1 15.6 5.7 27.4 Buttonwillow Avenue
Southbound
Dinuba Avenue
Westbound
Buttonwillow Avenue
Northbound
Dinuba Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 15 41 21 77 15 79 17 111 29 37 19 85 22 64 15 101 374 07:45 AM 16 41 39 96 23 125 41 189 38 32 21 91 24 71 22 117 493 08:00 AM 18 46 32 96 20 78 22 120 18 20 8 46 23 62 20 105 367 08:15 AM 11 37 16 64 20 52 23 95 12 25 7 44 21 51 19 91 294 Total Volume 60 165 108 333 78 334 103 515 97 114 55 266 90 248 76 414 1528 % App. Total 18 49.5 32.4 15.1 64.9 20 36.5 42.9 20.7 21.7 59.9 18.4 PHF .833 .897 .692 .867 .848 .668 .628 .681 .638 .770 .655 .731 .938 .873 .864 .885 .775 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 08_RDY_Bw_Din AM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 2
City of Reedley
N/S: Buttonwillow Avenue
E/W: Dinuba Avenue
Weather: Clear
Buttonwillow Avenue
Dinuba Avenue
Dinuba Avenue
Buttonwillow Avenue
Right
108
Thru
165
Left
60 Out In Total
307 333 640
Right
103
Thru
334
Left
78 Out Total In
363 515 878
Left
97 Thru
114
Right
55 Out In Total
319 266 585
Left
90 Thru
248
Right
76 Total Out In
539 414 953
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 07:30 AM 07:30 AM
+0 mins. 15 41 21 77 11 70 15 96 29 37 19 85 22 64 15 101 +15 mins. 16 41 39 96 15 79 17 111 38 32 21 91 24 71 22 117 +30 mins. 18 46 32 96 23 125 41 189 18 20 8 46 23 62 20 105 +45 mins. 11 37 16 64 20 78 22 120 12 25 7 44 21 51 19 91 Total Volume 60 165 108 333 69 352 95 516 97 114 55 266 90 248 76 414 % App. Total 18 49.5 32.4 13.4 68.2 18.4 36.5 42.9 20.7 21.7 59.9 18.4 PHF .833 .897 .692 .867 .750 .704 .579 .683 .638 .770 .655 .731 .938 .873 .864 .885 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 08_RDY_Bw_Din PM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 1
City of Reedley
N/S: Buttonwillow Avenue
E/W: Dinuba Avenue
Weather: Clear
Groups Printed- Total Volume
Buttonwillow Avenue
Southbound
Dinuba Avenue
Westbound
Buttonwillow Avenue
Northbound
Dinuba Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 22 39 22 83 17 65 17 99 26 36 5 67 24 61 41 126 375 04:15 PM 24 36 15 75 18 64 30 112 37 57 13 107 26 75 49 150 444 04:30 PM 16 39 23 78 22 78 32 132 28 55 14 97 32 85 35 152 459 04:45 PM 14 40 21 75 13 60 30 103 28 68 13 109 25 76 39 140 427 Total 76 154 81 311 70 267 109 446 119 216 45 380 107 297 164 568 1705 05:00 PM 22 50 26 98 10 57 24 91 15 49 14 78 38 62 25 125 392 05:15 PM 25 37 21 83 12 57 28 97 20 53 12 85 25 56 25 106 371 05:30 PM 21 40 30 91 9 53 23 85 16 94 29 139 27 47 34 108 423 05:45 PM 20 46 25 91 5 54 24 83 19 69 40 128 22 47 17 86 388 Total 88 173 102 363 36 221 99 356 70 265 95 430 112 212 101 425 1574 Grand Total 164 327 183 674 106 488 208 802 189 481 140 810 219 509 265 993 3279 Apprch % 24.3 48.5 27.2 13.2 60.8 25.9 23.3 59.4 17.3 22.1 51.3 26.7 Total % 5 10 5.6 20.6 3.2 14.9 6.3 24.5 5.8 14.7 4.3 24.7 6.7 15.5 8.1 30.3 Buttonwillow Avenue
Southbound
Dinuba Avenue
Westbound
Buttonwillow Avenue
Northbound
Dinuba Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 24 36 15 75 18 64 30 112 37 57 13 107 26 75 49 150 444 04:30 PM 16 39 23 78 22 78 32 132 28 55 14 97 32 85 35 152 459 04:45 PM 14 40 21 75 13 60 30 103 28 68 13 109 25 76 39 140 427 05:00 PM 22 50 26 98 10 57 24 91 15 49 14 78 38 62 25 125 392 Total Volume 76 165 85 326 63 259 116 438 108 229 54 391 121 298 148 567 1722 % App. Total 23.3 50.6 26.1 14.4 59.1 26.5 27.6 58.6 13.8 21.3 52.6 26.1 PHF .792 .825 .817 .832 .716 .830 .906 .830 .730 .842 .964 .897 .796 .876 .755 .933 .938 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 08_RDY_Bw_Din PM
Site Code : 99925624
Start Date : 6/4/2025
Page No : 2
City of Reedley
N/S: Buttonwillow Avenue
E/W: Dinuba Avenue
Weather: Clear
Buttonwillow Avenue
Dinuba Avenue
Dinuba Avenue
Buttonwillow Avenue
Right
85 Thru
165
Left
76 Out In Total
466 326 792
Right
116
Thru
259
Left
63 Out Total In
428 438 866
Left
108
Thru
229
Right
54 Out In Total
376 391 767
Left
121
Thru
298
Right
148
Total Out In
452 567 1019
Peak Hour Begins at 04:15 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:00 PM 05:00 PM 04:00 PM
+0 mins. 22 50 26 98 17 65 17 99 15 49 14 78 24 61 41 126 +15 mins. 25 37 21 83 18 64 30 112 20 53 12 85 26 75 49 150 +30 mins. 21 40 30 91 22 78 32 132 16 94 29 139 32 85 35 152 +45 mins. 20 46 25 91 13 60 30 103 19 69 40 128 25 76 39 140 Total Volume 88 173 102 363 70 267 109 446 70 265 95 430 107 297 164 568 % App. Total 24.2 47.7 28.1 15.7 59.9 24.4 16.3 61.6 22.1 18.8 52.3 28.9 PHF .880 .865 .850 .926 .795 .856 .852 .845 .875 .705 .594 .773 .836 .874 .837 .934 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
dtsc.ca.gov

SENT VIA ELECTRONIC MAIL
August 21, 2025
Rodney Horton
Community Development Director
City of Reedley
1717 9th Street
Reedley, CA 93654
[email protected]
RE: MITIGATED NEGATIVE DECLARATION FOR VESTING TENTATIVE SUBDIVISION MAP NO. 6497 - WESTHAVEN 2 PROJECT DATED AUGUST 19, 2025, STATE CLEARINGHOUSE NUMBER 2025080817
Dear Rodney Horton,
The Department of Toxic Substances Control (DTSC) reviewed the Mitigated Negative Declaration (MND) for Vesting Tentative Subdivision Map No. 6497 - Westhaven 2 Project (Project). The Project proposes the development of 166 single-family lots averaging 5,561 square feet per lot, development of an on-site storm drain basin, and seven out lots over two phases. Phase 1 would consist of approximately 19.57 acres and develop 89 lots, five outlots. Phase 2 would consist of the remaining 14.41 acres and develop 77 lots and two outlots, one of which is a storm drain basin. The Project site has historically been used for agricultural purposes and is currently in agricultural use with no structures or on-site improvements. The site is zoned Limited Agricultural according to the County of Fresno zoning map. The Project proposes to amend the planned land use designation of an approximately 3.5-acre portion of the Project site from High Density Residential to Low Density Residential. Additionally, the Project proposes to pre-zone the Project site and the three rural residential parcels to the northwest zone district in preparation for annexation of the parcels consistent with the Rodney Horton
August 21, 2025

Reedley 2030 General Plan. Construction of the residential development would occur over a maximum of 48 months DTSC recommends and requests consideration of the following comments:

1. When agricultural crops and/or land uses are proposed or rezoned for residential use, several contaminants of concern (COCs) can be present. The Lead Agency shall identify the amounts of Pesticides and Organochlorine Pesticides (OCPs) historically used on the property. If present, OCPs requiring further analysis are dichloro-diphenyl-trichloroethane, toxaphene, and dieldrin. Additionally, any level of arsenic present would require further analysis and sampling and must meet approved local area baselines or thresholds. If they do not, remedial action must take place to mitigate them below those thresholds. Additional COCs may be found in mixing/loading/storage areas, drainage ditches, farmhouses, or any other outbuildings and should be sampled and analyzed. If smudge pots had been routinely utilized, additional sampling for Polycyclic Aromatic Hydrocarbons and/or Total Petroleum Hydrocarbons may be required. These recommendations should be adhered to and become part of the environmental document. Please refer to the DTSC’s Human and Ecological Risk Office (HERO) webpage for the most recent guidance and screening levels.

2. All imported soil/fill material should be tested to assess any contaminants of concern meet screening levels as outlined in DTSC's Preliminary Endangerment Assessment Guidance Manual. Additionally, DTSC advises referencing the DTSC Information Advisory Clean Imported Fill Material Fact Sheet if importing fill is necessary. To minimize the possibility of introducing contaminated soil/fill material, there should be documentation of the origins of the soil/fill material and, if applicable, sampling be conducted to ensure that the imported soil/fill material are suitable for the intended land use. The soil sampling should include analysis based on the source of the soil/fill and knowledge of prior land use.

DTSC would like to thank you for the opportunity to comment on the MND for Vesting Tentative Subdivision Map No. 6497 - Westhaven 2 Project. Thank you for your assistance in protecting California’s people and environment from the harmful effects of Rodney Horton
August 21, 2025

toxic substances. If you have any questions or would like clarification on DTSC’s comments, please respond to this letter or via our CEQA Review email for additional guidance.

Sincerely,
Tamara Purvis
Associate Environmental Planner
HWMP - Permitting Division – CEQA Unit
Department of Toxic Substances Control
[email protected]
Rodney Horton
August 21, 2025

cc: (via email)
Governor’s Office of Land Use and Climate Innovation
State Clearinghouse
[email protected]
Dave Kereazis
Associate Environmental Planner
HWMP-Permitting Division – CEQA Unit
Department of Toxic Substances Control
[email protected]
Scott Wiley
Associate Governmental Program Analyst
HWMP - Permitting Division – CEQA Unit
Department of Toxic Substances Control
[email protected]
Gavin Newsom, Governor
Jennifer Lucchesi, Director
September 5, 2025

VIA ELECTRONIC MAIL

City of Reedley
Rodney Horton
1717 9th Street
Reedley, CA 93654
[email protected]

Assessor Parcel Number(s): 37004010
Project Location Address: Unincorporated Fresno County, immediately adjacent to the City of Reedley corporate limits, bounded by future East North Avenue to the north, South Buttonwillow Avenue to the east, Rancho Vista residential subdivision to the south, and Buttonwillow Ditch to the west
PROJECT TITLE: SCH# 2025080817. Vesting Tentative Subdivision Map No. 6497 - Westhaven 2 Project
Public Resources Code (PRC) section 3208.1 establishes re-abandonment responsibility when previously plugged and abandoned oil, gas or geothermal wells will be impacted by planned property development or construction activities. Local permitting agencies, property owners, and/or developers should be aware of, and fully understand, that significant and potentially dangerous issues may be associated with development near previously abandoned oil, gas, and geothermal wells.

The California Geologic Energy Management Division (CalGEM) has received the above-referenced project dated September 3, 2025. To assist local permitting agencies, property owners, and developers in making safe and practical land use decisions regarding potential development near oil, gas, or geothermal wells, CalGEM provides a table in the attached enclosure of the wells within the parcel boundary or in its vicinity, based on CalGEM’s Well Finder database
(https://maps.conservation.ca.gov/doggr/wellfinder/).

CalGEM categorically advises against building over, or in any way impeding access to, oil, gas, or geothermal wells. Impeding access to a well could result in the need to remove any structure or obstacle that prevents or impedes access including, but not limited to, buildings, housing, fencing, landscaping, trees, pools, patios, sidewalks, roadways, and decking at the landowner’s expense if there is a need to access a well.

Maintaining sufficient access is considered the ability for a well servicing unit and associated necessary equipment (consisting of well servicing rig, pumping equipment, pipe trailer) to reach a well from a public street or access way, solely over the parcel on which the well is located. A well servicing unit, and any necessary equipment, should City of Reedley
09/05/2025

State of California Natural Resources Agency | Department of Conservation Central District, 11000 River Run Boulevard, Bakersfield, CA 93311 conservation.ca.gov | T: (661) 322-4031
be able to pass unimpeded along and over the route, and should be able to access the well without disturbing the integrity of surrounding infrastructure. Impermeable barriers such as asphalt, concrete, and plastic may trap hazardous gases and liquids underneath and could create a safety hazard if built over a well that later develops a leak.

CalGEM recommends that any well for which access is impeded or built over, against CalGEM’s advice, should be evaluated by a qualified petroleum professional for compliance with the statutory objectives of isolating all hydrocarbon-bearing strata; protecting underground and surface waters; prevention of subsequent damage to life, health, property, and other resources; and prevention of loss of oil, gas, or reservoir energy. CalGEM recommends that wells that do not meet these standards are abandoned or re-abandoned prior to construction. The well information can be accessed through CalGEM’s Well Finder database mentioned above. PRC section 3208, subdivision (a), provides the primary statutory authority for CalGEM to oversee adequate abandonment of wells. Additionally, CalGEM has developed the regulatory guidance for operators to be followed during well abandonment, which are listed within California Code of Regulation, title 14 (CCR) section 1723 and associated subsections (for onshore wells), and section 1745 and associated sub-sections (for offshore wells).

There is no guarantee that a well abandoned in compliance with current Division requirements as prescribed by law will not start leaking in the future. Due to the inability to predict all subsurface conditions or changes, it always remains a possibility that any well may start to leak oil, gas, and/or water after abandonment, no matter how thoroughly the well was plugged and abandoned. CalGEM acknowledges wells plugged and abandoned to the most current Division requirements as prescribed by law have a lower probability of leaking in the future, however there is no guarantee that such abandoned wells will not leak.

CalGEM advises that all wells identified on the development parcel prior to, or during, development activities be tested for liquid and gas leakage. Surveyed locations in Latitude and Longitude, NAD 83 decimal format, and leak testing results should be provided to CalGEM. CalGEM expects any wells found leaking to be reported to CalGEM immediately.

PRC section 3208.1 gives CalGEM the authority to order or permit the re-abandonment of any well where it has reason to question the integrity of the previous abandonment.

Responsibility for re-abandonment costs may be affected by the choices made by the local permitting agency, property owner, and/or developer in considering the general advice set forth in this letter. The PRC continues to define the person or entity responsible for re-abandonment as:

1. The property owner - If the well was plugged and abandoned in conformance with Division requirements at the time of abandonment, and in its current condition does not pose an immediate danger to life, health, and property, but requires additional work solely because the owner of the property on which the well is located proposes construction on the property that would prevent or impede City of Reedley
09/05/2025

State of California Natural Resources Agency | Department of Conservation Central District, 11000 River Run Boulevard, Bakersfield, CA 93311 conservation.ca.gov | T: (661) 322-4031
access to the well for purposes of remedying a currently perceived future problem, then the owner of the property on which the well is located shall obtain all rights necessary to re-abandon the well and be responsible for the reabandonment.

2. The person or entity causing construction over or near the well - If the well was plugged and abandoned in conformance with Division requirements at the time of plugging and abandonment, and the property owner, developer, or local agency permitting the construction failed either to obtain an opinion from the supervisor or district deputy as to whether the previously abandoned well is required to be re-abandoned, or to follow the advice of the supervisor or district deputy not to undertake construction that impedes access, then the person or entity causing the construction over or near the well shall obtain all rights necessary to re-abandon the well and be responsible for the re-abandonment.

3. The party or parties responsible for disturbing the integrity of the abandonment - If the well was plugged and abandoned in conformance with Division requirements at the time of plugging and abandonment, and after that time someone other than the operator or an affiliate of the operator disturbed the integrity of the abandonment in the course of developing the property, then the party or parties responsible for disturbing the integrity of the abandonment shall be responsible for the re-abandonment.

Should any wells require abandonment or re-abandonment, the responsible party must submit a Notice of Intention (NOI) to CalGEM through WellSTAR. The NOI form can be accessed in the ‘Plugging and Abandonment’ section of the following link:
https://www.conservation.ca.gov/calgem/for_operators.

No well work may be performed on any oil, gas, or geothermal well without written approval from CalGEM. Well work requiring approval includes, but is not limited to, mitigating leaking gas or other fluids from abandoned wells, modifications to well casings, and/or any other re-abandonment work. CalGEM also regulates the top of a plugged and abandoned well's minimum and maximum depth below final grade. CCR section1723.5 states well casings shall be cut off at least 5 feet but no more than 10 feet below the surface of the ground. If any well needs to be lowered or raised (i.e. casing cut down or casing riser added) to meet this regulation, a permit from CalGEM is required before work can start.

CalGEM makes the following additional recommendations to the local permitting agency, property owner, and developer:

1. To ensure that present and future property owners are aware of (a) the existence of all wells located on the property, and (b) potentially significant issues associated with any improvements near oil or gas wells, CalGEM recommends that information regarding the below identified well(s), and any other pertinent information obtained after the issuance of this letter, be communicated to the appropriate county recorder for inclusion in the title information of the subject real property.

City of Reedley
09/05/2025

State of California Natural Resources Agency | Department of Conservation Central District, 11000 River Run Boulevard, Bakersfield, CA 93311 conservation.ca.gov | T: (661) 322-4031

2. CalGEM recommends that any soil containing hydrocarbons be disposed of in accordance with local, state, and federal laws. Please notify the appropriate authorities if soil containing significant amounts of hydrocarbons is discovered during development.

As indicated in PRC section 3106, CalGEM has statutory authority over the drilling, operation, maintenance, and abandonment of oil, gas, and geothermal wells, and attendant facilities, to prevent, as far as possible, damage to life, health, property, and natural resources; damage to underground oil, gas, and geothermal deposits; and damage to underground and surface waters suitable for irrigation or domestic purposes. In addition to CalGEM's authority to order work on wells pursuant to PRC sections 3208.1 and 3224, it has authority to issue civil and criminal penalties under PRC sections 3236, 3236.5, and 3359 for violations within CalGEM's jurisdictional authority.

CalGEM does not regulate grading, excavations, or other land use issues.

Should you have any questions, or if any wells are encountered that were not part of this letter, contact CalGEM at (661) 322-4031 or via email at [email protected].

Sincerely,
Jeff Kimber
Supervising Oil and Gas Engineer

Enclosure
City of Reedley
09/05/2025

State of California Natural Resources Agency | Department of Conservation Central District, 11000 River Run Boulevard, Bakersfield, CA 93311 conservation.ca.gov | T: (661) 322-4031
Enclosure: The wells listed below are reported to be located within and nearby the parcel boundary and may have future access impeded.

APN No. API No. Well Name
37004010 No Wells Found
Ordinance 2025-004

ORDINANCE NO. 2025-004

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF REEDLEY APPROVING REZONE APPLICATION NO. 2025-01 AND AUTHORIZING THE AMENDMENT OF

THE OFFICIAL ZONING MAP OF THE CITY OF REEDLEY
WHEREAS, Rezone Application No. 2025-01 pertains to the pre-zoning of four parcels (APNs:
370-040-10, 370-040-22, 370-040-23, and 370-40-13) totaling approximately 39.7 gross acres in preparation for annexation; and
WHEREAS, the subject territory proposed to be pre-zoned is bordered by a residential neighborhood to the west, vacant land to the north, vacant land and Silar Bartsch School to the east, and a residential neighborhood to the south; and
WHEREAS, the four parcels will be pre-zoned to the R-1-6 (Low Density Residential) zone district; and
WHEREAS, the Reedley General Plan Update 2030 designates a substantial portion of the subject territory with a Low Density Residential Land Use Designation; and WHEREAS, the Reedley General Plan Update 2030 designates approximately four acres of APN 370-040-10 with a High Density Residential Land Use Designation; and WHEREAS, upon approval of General Plan Amendment Application No. 2025-01, the four-acre portion of APN 370-040-10 will be reclassified with a Low Density Residential Land Use Designation; and
WHEREAS, the pre-zoning for the proposed project identified in Rezone Application No. 2025- 01 is consistent with the GPU Planned Land Use and Zoning District Consistency Matrix; and WHEREAS, Rezone Application No. 2025-01 is consistent with the Reedley Municipal Code, Title 10, Zoning Regulations; and
WHEREAS, the City Council of the City of Reedley, at a regular meeting on November 18, 2025, held a public hearing, received a written staff report, invited public comment, and independently deliberated.

NOW, THEREFORE, the City Council of the City of Reedley does hereby ordain as follows:

Section 1. The above recitals are true and correct; and Section 2. The City Council of the City of Reedley FINDS that a mitigated negative declaration, dated August 14, 2025, has been prepared for the project through Environmental Assessment No. EA 2025-05, and preparation of such has been conducted in the manner required by State CEQA regulations; and
Section 3. The City Council FINDS that Rezone Application No. 2025-01 is consistent with the Reedley General Plan Update 2030; and
Section 4. The City Council FINDS that Rezone Application No. 2025-01 is consistent with the Reedley Municipal Code, Title 10, Zoning Regulations; and Section 5. The City Council hereby APPROVES Rezone Application No. 2025-05 and Ordinance 2025-004

incorporates into the zoning law and map of the City of Reedley, as reflected in Attachment A; and Section 6. The City Council hereby APPROVES the amendment to the City’s Official Zoning Map to include the above changes and ADOPTS said updated map as the City’s Official Zoning Map; and
Section 7. This Ordinance does not have to be codified in the Reedley Municipal Code because it is solely authorizing the update of the City’s Official Zoning Map; and Section 8. The City Clerk is hereby directed to cause a summary of this Ordinance to be published by one insertion in a newspaper of general circulation in the community within fifteen (15) days after its adoption; and
Section 9. This Ordinance shall be in full force and effect thirty (30) days after its passage and adoption, as certified by the City Clerk.

ATTEST:

I hereby certify that the foregoing Ordinance No. 2025-004 was introduced and given first reading by title only at a regular meeting of the City Council of the City of Reedley held on December 9, 2025, and was thereafter duly adopted at a regular meeting of said City Council held on January 13, 2026, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
______________________________
Matthew Tuttle, Mayor
ATTEST:
______________________________
Ruthie Greenwood, City Clerk
Attachment A:

Map of affected parcels related to Rezone Application No. 2025-01

ECE I VE

CITY OF REEDLEY
COMMUNITY DEVELOPMENT DEPT.

RD
APR 18 2025

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28 SECOND AMENDED AND RESTATED

MEMORANDUM OF UNDERSTANDING BETWEEN

THE COUNTY OF FRESNO AND THE CITY OF REEDLEY
THIS AMENDED AND RESTATED MEMORANDUM OF UNDERSTANDING (hereinafter "RESTATED MOU") is made and executed by and between the COUNTY OF FRESNO, a political subdivision of the State of California (hereinafter referred to as "COUNTY"), and the City of REEDLEY, a municipal corporation of the State of California (hereinafter referred to as "CITY").

W I T N E S S E T H
WHEREAS, on October 3, 2006, COUNTY and CITY entered into a comprehensive agreement covering development, annexations, sales taxes, property taxes, and other matters, commonly referred to as the 2006 Amended and Restated Memorandum of Understanding (“2006 MOU”); and WHEREAS, the 2006 MOU served in part as COUNTY’s and CITY’s master property tax transfer agreement under subdivision (d) of section 99 of the Revenue and Taxation Code; and WHEREAS, the 2006 MOU also included provisions relating to redevelopment and included as a party the former Reedley Redevelopment Agency, which CITY dissolved on February 1, 2012, following the State adopted comprehensive legislation, Assembly Bill X1 26 (Stats. 2011, 1st Ex. Sess. Chp. 5), dissolving California redevelopment agencies and prohibiting further redevelopment activities under the California Community Redevelopment Law (former Health and Safety Code Section 33000 et seq.); and WHEREAS, on September 26, 2017, COUNTY and CITY executed a First Amendment to the 2006 MOU to address a specific sphere of influence change located at the northwest and northeast corners of the intersection of South and Frankwood Avenues, and on the north side of Manning Avenue between Buttonwillow and Englehart Avenues, and modifications to the annexation standards to allow for greater flexibility in the annexation process for the City to address its Regional Housing Needs Allocation; and
WHEREAS, the 2006 MOU is set to expire October 3, 2021; and WHEREAS, COUNTY and CITY desire to make additional changes to their comprehensive agreement set forth in the 2006 MOU, and to extend the term of their comprehensive agreement for an additional 15 years; and


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28 WHEREAS, due to the age of the 2006 MOU and the desire to make additional changes, COUNTY and CITY have determined that it is in their best interests to entire into this RESTATED MOU, which will supersede and replace the 2006 MOU; and
WHEREAS, COUNTY and CITY wish to continue to work together to develop a fair and equitable approach to tax sharing and the encouragement of sound economic growth; and WHEREAS, in order to encourage economic development and environmentally sound land use planning, it is important that any tax sharing among COUNTY and CITY be determined in advance and that such arrangements not be fiscally detrimental to either COUNTY or CITY; and WHEREAS, COUNTY and CITY recognize the importance of COUNTY and CITY services and are prepared to cooperate in an effort to address COUNTY’s and CITY’s fiscal problems; and WHEREAS, through annexation CITY provides the opportunity for economic growth and development to support public services for CITY and COUNTY; and WHEREAS, close cooperation between COUNTY and CITY is necessary to maintain the quality of life throughout Fresno County and deliver needed services in the most cost-efficient manner to all CITY and COUNTY residents; and
WHEREAS, COUNTY recognizes the need for orderly growth within and adjacent to CITY and for supporting appropriate annexations and promoting the concentration of development within CITY; and WHEREAS, CITY recognizes that development within CITY limits may also have the effect of concentrating revenue-generating activities within CITY rather than in unincorporated areas and that, as a result of Proposition 13 and its implementing legislation, annexation by CITY of unincorporated territory can result in a loss of revenue sources for COUNTY unless there is significant new development activity as a result of annexation; and
WHEREAS, annexation which results in the development of urban uses in response to a clearly demonstrated community demand is appropriate and well planned and can be a valuable tool in the physical and economic development of CITY and COUNTY; and WHEREAS, the parties recognize that COUNTY General Plan Goal LU-G provides that COUNTY will direct urban growth and development within the cities spheres of influence to existing incorporated 3 1
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28 cities and will ensure that all development in city fringe areas is well planned and adequately served by necessary public facilities and infrastructure and furthers countywide economic development goals; and WHEREAS, the parties recognize that when urban growth and development is directed to cities there is a lost opportunity of development by COUNTY in the unincorporated area and that sharing of local sales and use taxes generated by such development would serve as a tool for the COUNTY to participate in receiving a share of that new revenue; and WHEREAS, it is the interest of the parties to require all new urban development to pay a roughly proportionate share of the cost of urban services and infrastructure created by the development, whether it occurs in the CITY or in the adjacent unincorporated area of the CITY's sphere of influence.

WHEREAS, the parties recognize the importance to the economy of the region and the continued improvement of agricultural operations in the County of protecting and preserving the University of California Kearney Research Center and the United States Department of Agriculture Agricultural Research Center and that the parties continue to work together towards the protection of these Agricultural Research Centers.

NOW, THEREFORE, COUNTY and CITY hereby agree as follows:

ARTICLE I

DEFINITIONS
Unless the particular provision or context otherwise requires, the definitions contained in this article and in the Revenue and Taxation Code shall govern the construction, meaning, and application of words used in this RESTATED MOU.

1.1 "Base property tax revenues" means property tax revenues allocated by tax rate equivalents to all taxing jurisdictions as to the geographic area comprising a given tax rate area annexed in the fiscal year immediately preceding the tax year in which property tax revenues are apportioned pursuant to this RESTATED MOU, including the amount of State reimbursement of the homeowners' and business inventory exemptions.

1.2 Except as provided in Section 6.1, "property tax increment" means revenue from the annual tax increment, as "annual tax increment" is defined in Section 98 of the Revenue and Taxation Code, attributable to the tax rate area for the respective tax year. 4 1
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28 1.3 "Substantial development" or "substantially developed" means real property which, prior to annexation, has an improvement value to land value ratio equal to or greater than 1.25:1, as of the lien date in the fiscal year in which the annexation becomes effective under the Cortese-Knox Local Government Reorganization Act, and on and after January 1, 2000, the Cortese-Knox-Hertzberg Local Government Reorganization Act of 2000.

1.4 "Property tax revenue" means base property tax revenue, plus the property tax increment for a given tax rate area.

1.5 "Tax apportionment ratio" means the tax apportionment ratio of the parties for a given fiscal year and shall be ascertained by dividing the amount determined for each party pursuant to Revenue and Taxation Code Sections 96(a) or 97(a), whichever is applicable, by that party's gross assessed value, and by then dividing the sum of the resulting tax rate equivalents of both parties into each party's tax rate equivalent to produce the tax apportionment ratio.

1.6 "Tax rate equivalent" means the factor derived for an agency by dividing the property tax levy for the prior fiscal year computed pursuant to Section 97 of the Revenue and Taxation Code by the gross assessed value of the agency for the prior fiscal year.

1.7 "Effective Date" shall mean the last date that all the parties hereto execute this Amended and RESTATED MOU between COUNTY and CITY.

1.8 "Urban development" or "urban type development" shall mean development not allowed in areas designated Agriculture, Rural Residential or River Influence in COUNTY's General Plan or its applicable community plans as of the Effective Date of this RESTATED MOU.

ARTICLE II

ANNEXATIONS BY CITY

2.1 Any annexations undertaken by CITY following the date of the execution of this RESTATED MOU shall be consistent with both the terms of this MOU and the standards (hereinafter "The Standards" or "Standards") as set forth in Exhibit "1", attached hereto and incorporated by reference herein as if set fourth fully at this point. This RESTATED MOU shall not apply to annexations proposed by CITY which are not in compliance with its terms or which fail to meet The Standards. If a proposed annexation is not in compliance with the terms of this RESTATED MOU, including but not limited to, The 5 1
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28 Standards, then the property tax exchange provisions of Article III of this RESTATED MOU shall not apply in regards to that proposed non-complying annexation. An exchange of property tax revenues between COUNTY and CITY for any such non-complying annexation shall be handled individually pursuant to subdivision (e) of Section 99 of the Revenue and Taxation Code or by the negotiation of a standalone property tax exchange agreement between COUNTY and CITY.

2.2 In order to encourage the orderly processing of proposed annexations, CITY shall, at least thirty (30) days prior to filing any annexation proposal with the Fresno County Local Agency Formation Commission (hereinafter "LAFCO"), notify COUNTY of its intention to file such proposal and the date upon which CITY expects such proposal to be filed. Upon COUNTY's request, CITY agrees to meet with COUNTY to review whether its proposed annexation complies with The Standards. Within fifteen (15) days after the date COUNTY receives notice by the CITY of its annexation proposal, COUNTY shall notify CITY in writing if it has determined that the proposed annexation is inconsistent with The Standards.

Upon receipt of such notification, CITY may either modify the proposal to COUNTY's specifications or adopt a resolution finding that the proposed annexation is, in CITY's determination, consistent with The Standards. If County fails to give such notice within the fifteen-day period, the annexation shall be conclusively deemed consistent with all provisions of this article and The Standards.

2.3 If CITY adopts a resolution making the findings described in Section 2.2, then COUNTY may challenge such findings by appropriate court action filed within thirty (30) days of receipt of written notice of the adoption of CITYs resolution. The court shall independently review the evidence and determine whether the proposed annexation is consistent with the Standards.

As an alternative to a judicial challenge by the COUNTY, the parties may within the aforesaid thirty (30) day period mutually agree in writing to arbitrate their dispute through proceedings conducted in accordance with the rules established by the American Arbitration Association. The parties upon agreeing to arbitrate will proceed with arbitration in a timely manner. The arbitrator hearing the matter shall independently review the evidence and determine whether the proposed annexation is consistent with The Standards.
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28 Costs incurred by the prevailing party, either in court proceedings or the arbitration proceedings, shall be paid by the non-prevailing party. The parties agree that CITY shall not proceed to LAFCO with the proposed annexation until the dispute is finally resolved either by court or arbitration proceedings. If CITY attempts to proceed with such proposed annexation prior to the expiration of the period in which COUNTY may file its court action or agree to arbitrate, or prior to the final conclusion of such court or arbitration proceeding, then the property tax exchange provisions of Article III of this RESTATED MOU shall not apply to that proposed annexation.

Notwithstanding the foregoing, the CITY may proceed to LAFCO under this RESTATED MOU if court or arbitration proceedings are not completed within thirty (30) days after the filing thereof provided, however, that LAFCO in its resolution of approval, at the request of the CITY, conditions the completion of the annexation upon the Executive Officer's prior receipt of a certified copy of the document evidencing the finality of the aforesaid court or arbitration proceedings determining that the proposed annexation is consistent with Exhibit "1" attached hereto, or alternatively, receipt of a written stipulation of the CITY and COUNTY agreeing that a master property tax agreement still exists permitting the completion of such proposed annexation. If LAFCO declines to include the aforesaid condition, or CITY fails to timely request such condition, no property tax exchange agreement as required by section 99 of the Revenue and Taxation Code shall exist between CITY and COUNTY as to that proposed annexation. If CITY nevertheless attempts to proceed with the annexation, such action on the part of the CITY shall also be deemed good cause for the COUNTY at its option to terminate this RESTATED MOU.

2.4 For the purpose of promoting economic development and job creation, an Alternate Standard for Annexation for industrial or regional commercial uses is hereby created. In the place of The Standards set forth in Exhibit 1, the Alternate Standard for Annexation shall apply to and govern the review of annexation proposals for industrial or regional commercial uses. Annexation proposals for industrial/regional commercial uses shall include a conceptual development plan, as described herein.

The conceptual development plan shall consist of the economic objectives to be achieved, the service and financing strategy and its schedule, and shall include a map of the proposed prezoning. The conceptual development plan's schedule shall include milestones for major project components, to measure the progress of the project. Due to the complexity of such projects the development schedule 7 1
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28 for planning and implementation may reasonably require a period of from five to ten years. The annexation proposal shall be submitted to and reviewed by the COUNTY pursuant to Section 2.2.

Annexation proposals that comply with the criteria of this Section 2.4 shall, be deemed to comply with Section 2.1. The annexation application to be submitted to LAFCO shall be considered complete upon adoption of the prezoning by the CITY. COUNTY and CITY agree to meet annually to review the progress toward the achievement of the economic development objectives and to identify ways to promote mutual economic development objectives. The proposed annexation made under this Alternate Standard for Annexation described in this Section 2.4 should not create islands and annexation boundaries must ultimately minimize creation of peninsulas, corridors, or other distortion of boundaries.

2.5 Section 2.4 shall be deemed suspended if CITY rezones an area that was annexed using the Alternate Standard for Annexation to a zone other than Industrial/Regional Commercial without COUNTYs consent.

ARTICLE III

EXCHANGE OF PROPERTY TAX REVENUES TO BE
MADE UNDER SECTION 99 OF THE REVENUE AND TAXATION CODE

3.1 The property tax revenues collected in relation to annexations covered by the terms of this RESTATED MOU shall be apportioned between CITY and COUNTY as set forth in Sections 3.2 and 3.3 below. The parties acknowledge that, pursuant to Sections 54902, 54902.1 and 54903 of Government Code and Section 99 of the Revenue and Taxation Code, the distribution of such property tax revenues will not be effective until the revenues are collected in the tax year following the calendar year in which the statement of boundary changes and the map or plat is filed with the County Assessor and the State Department of Tax and Fee Administration.

3.2 In regards to the annexation of real properties which are not considered substantially developed at the time of annexation, COUNTY will retain all of its base property tax revenue upon annexation. The amount of the property tax increment for special districts whose services are assumed by CITY shall be combined with the property tax increment of the COUNTY, the sum of which shall be allocated between CITY and COUNTY pursuant to the following tax apportionment ratio:
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28 COUNTY: 63%
CITY: 37%
Effective July 1, 2022 these property tax-sharing ratios shall be as shown in Exhibit "2".

3.3 In regards to the annexation of real properties which are considered substantially developed at the time of annexation, property tax revenue (base plus increment) will be reallocated as follows: a detaching or dissolving district's property tax revenue (base plus increment) shall be combined with COUNTY's and the sum of which shall be allocated between CITY and COUNTY pursuant to the ratio set forth in Section 3.2.

ARTICLE IV

DEVELOPMENT WITHIN AND ADJACENT
TO CITY’S SPHERE OF INFLUENCE

AND COUNTY CAPITAL FACILITIES FEES

4.1 COUNTY shall not approve any discretionary development permits for new urban development within CITY's sphere of influence unless the development shall have first been referred to CITY for consideration of possible annexation. If CITY does not, within sixty (60) days of receipt of notice from COUNTY, adopt a resolution of application to initiate annexation proceedings before LAFCO, COUNTY may approve development permits for that new urban development. COUNTY's approval shall take into consideration CITY's general plan and be consistent with COUNTY's general plan policies, provided, that the development is orderly and does not result in the premature conversion of agricultural lands.

4.2 Within the CITY’s sphere of influence, COUNTY shall require compliance with development standards that are comparable to CITY’s and charge fees reflecting the increased administrative and implementing cost where such CITY standards are more stringent than COUNTY’s.

These requirements shall apply to discretionary development applications approved by COUNTY. For purposes of this Agreement, “discretionary development applications” shall mean General Plan Amendments, Rezoning, Tentative Tract Maps, Tentative Parcel Maps, Conditional Use Permits, Director Review and Approvals, and Variances.
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28 4.3 CITY development fees shall be charged for any discretionary development applications to be approved by the COUNTY within CITY's sphere of influence. To establish or amend CITY development fees, CITY shall conduct a public hearing and notify property owners in accordance with State Law. At the conclusion of that hearing, CITY shall adopt a resolution describing the type, amount, and purpose of CITY fees to be requested for COUNTY adoption.

4.4 CITY shall transmit the adopted resolution to the COUNTY for its adoption of the fees.

CITY shall include a draft ordinance for COUNTY's adoption with appropriate supporting documentation or findings by the CITY demonstrating that the fees comply with the Mitigation Fee Act (Section 66000, and following, of the Government Code) and other applicable State Law requirements. CITY fees may also include CITY's and COUNTY's increased administrative costs and inspection charges, provided those costs similarly comply with the Mitigation Fee Act and other applicable State Law requirements.

4.5 COUNTY shall collect the applicable CITY development fees for infrastructure and facilities at the time of final map approval or issuance of building permits as established by the fee schedule. Or, COUNTY shall require the applicant to present a voucher issued by CITY evidencing the payment of the fees directly to CITY, or written confirmation by CITY that fees are inapplicable. If COUNTY imposes and collects fees on behalf of CITY, COUNTY shall transfer the fees to CITY at the earliest time legally permitted.

4.6 CITY shall give COUNTY at least thirty (30) days notice before implementing any new fees or an amendment to existing fees. Notwithstanding this Section 4.6, or any other provision of this MOU, CITY shall be solely responsible for determining the amount of the fees and setting them in accordance with law. This Section 4.6 shall not be construed as a representation by COUNTY as to the propriety of the fees or the procedures used in setting them.

4.7 CITY shall hold harmless, defend and indemnify the COUNTY from all claims, demands, litigation of any kind whatsoever arising from disputes relating to the fees, the enactment of or the collection of CITY development fees.

4.8 If COUNTY adopts capital facilities fees, CITY shall require that an applicant for any land use entitlement or permit within CITY shall pay all COUNTY, public facilities fees applicable to the entitlement or permit on behalf of the COUNTY. At the COUNTY's request, CITY shall either timely 10 1
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28 impose and collect all such fees or shall require the applicant to present a voucher issued by COUNTY evidencing the payment of fees directly to COUNTY. If adopted by COUNTY, the fees are to mitigate the impact of development on required COUNTY facilities and services including, but not limited to, the criminal justice system, health, social services, parks, transportation and library. If CITY imposes and collects fees on behalf of COUNTY, CITY shall transfer the fees to COUNTY at the earliest time legally permissible to do so. COUNTY may impose new fees and amend existing fees from time to time in its sole discretion. COUNTY shall give CITY at least thirty (30) days’ notice before implementing any new fees or an amendment to existing fees. Notwithstanding this Section 4.8, or any other provision of this RESTATED MOU, COUNTY shall be solely responsible for determining the amount of the fees and setting them in accordance with law. This Section 4.8 shall not be construed as a representation by CITY as to the propriety of the fees or the procedures used in setting them. If COUNTY imposes capital facilities fees and CITY collects capital facilities fees on behalf of COUNTY, this RESTATED MOU serves as a joint powers agreement under Chapter 5 of Division 7 of Title 1 (commencing with Section 6500) of the Government Code for the purpose of CITY’s collection of capital facilities fees on behalf of COUNTY.

4.9 COUNTY shall hold harmless, defend and indemnify the CITY from all claims, demands, litigations of any kind whatsoever arising from disputes relating to the enactment or collection of COUNTY capital facilities fees.

4.10 COUNTY shall support urban unification and consolidation of urban services. To this end, COUNTY shall oppose the creation of new governmental entities within CITY's sphere of influence, except for such entities that may be necessary to address service requirements that cannot be addressed by annexation to CITY. CITY and COUNTY will support transition agreements with current service providers which recognize the primary role of cities as providers of urban services and where current service providers have participated in service master planning.

4.11 Within CITY's sphere of influence and for the two-mile area beyond that sphere of influence, COUNTY and CITY agree that, in the early stages of preparation of zone changes, circulation proposals and general plan amendments for new urban development, they shall consult and formally notify at the staff level in such fashion as to provide meaningful participation in the policy formulation process, and shall likewise consult on other policy changes which may have an impact on growth or the 11 1
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28 provision of urban services. CITY shall also be given the opportunity to respond to COUNTY before the final document is prepared for presentation to COUNTY's Planning Commission. COUNTY agrees that it will solicit comments from CITY in the preparation of any Initial Study required by the California Environmental Quality Act undertaken within the area. If CITY determines such urban development may have a significant effect on the environment, the COUNTY shall require an Environmental Impact Report to be prepared if a fair argument can be made in support of the CITY's finding.

Notwithstanding anything to the contrary herein, because of state-mandated directives, including without limitation, the state Regional Housing Needs Allocation, COUNTY may consider approval of urban development in areas that are not currently planned for urban development, in order to meet its obligations under a state-mandate directive.

4.12 Any change in the CITY's sphere of influence proposed by either COUNTY or CITY which would modify the area depicted in Exhibit "3" requires the mutual consultation of both parties prior to submission to LAFCO.

ARTICLE V

IMPLEMENTATION OF SALES TAX

REVENUE COLLECTION

5.1 Pursuant to the Bradley Burns Uniform Local Sales and Use Tax Law, Part 1.5, Division 2, of the Revenue and Taxation Code (commencing with Section 7200), CITY shall, concurrent with the execution of this RESTATED MOU, amend its local sales and use tax ordinance, as needed, to comply with the terms of this RESTATED MOU. The amendment of CITY’s sales and use tax ordinance (hereinafter referred to as “Ordinance Amendment”) described in this Section 5.1 shall be timely forwarded to the State Department of Tax and Fee Administration so that it will become operative as of the first July 1 following the CITY reaching the threshold forth in subsections 5.2.1 and 5.2.2 The Ordinance Amendment shall enable COUNTY, pursuant to its sales and use tax ordinance, to collect a portion of the sales and use tax revenues generated within the incorporated areas of CITY in accordance with the applicable rate set forth on Exhibit 4", attached hereto and incorporated by reference as if set forth fully at this point. The format of this amendment by CITY to its local sales and use tax ordinance shall likewise provide as a credit against the payment of taxes due under such ordinance, an amount 12 1
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28 equal to any sales and use tax due to COUNTY.

5.2 Except as otherwise provided herein, CITY further agrees that the Ordinance Amendment shall likewise provide for the periodic reallocation of additional sales tax revenues generated within the incorporated areas of CITY in accordance with the schedule set forth on Exhibit "4". Each subsequent incremental adjustment shall go into effect at the commencement of the fiscal year indicated. These periodic adjustments shall enable COUNTY, pursuant to its sales and use tax ordinance, to collect that portion of the sales and use tax revenues generated within the incorporated areas of CITY equal to the applicable percentage as specified in Exhibit "4". These periodic adjustments shall automatically go into effect provided that:

5.2.1 CITY receives sales tax revenues per capita in an amount greater than fifty percent (50%) of the sales tax revenue per capita collected by all Fresno County cities when taken as a group during the most recent fiscal year for which State Department of Tax and Fee Administration information is available, then it hereby agrees to reallocated sales tax revenues with COUNTY beginning in fiscal year 2021-22 in accordance with the provisions of this article; and

5.2.2 CITY's annual sales tax revenue information is available for the State Department of Tax and Fee Administration allows City to reallocate sales tax revenue at the percentage designated in Exhibit "4" and still have a net increase in its remaining sales tax revenue when compared with the fiscal year immediately preceding the fiscal year described above. The periodic phase in of sales tax reallocation described herein shall be delayed from year-to-year if CITY falls below the sales tax reallocation threshold as identified in Section 5.2. In those years in which CITY does not meet the sales tax reallocation threshold, CITY's sharing proportion shall continue at the same rate as in the last year in which CITY met or exceeded the threshold. When, in a subsequent year, CITY again meets or exceeds the threshold, the sharing proportion of CITY shall be at the next higher sharing proportion shown on Exhibit "4", and the annual phase-in shall continue therefrom.

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28 collecting those amounts set forth in the previous provisions of this article as well as the applicable percentages set forth on Exhibit "4". In addition, each periodic adjustment is intended by the parties to enable COUNTY to collect an amount equivalent to the applicable percentage specified in Exhibit "4".

5.4 Whenever CITY proposes an annexation of unincorporated territory which generates “substantial sales tax revenue” (as defined in this section 5.4 below) for COUNTY, CITY, agrees to further amend its local sales and use tax ordinance as set forth in this section. Notwithstanding the language of subsections 5.2.1 and 5.2.2, this additional amendment shall become operative no later than the commencement of the next calendar quarter following the date upon which such annexation is certified as complete by the Executive Officer of LAFCO. This additional amendment shall decrease CITY 's sales tax rate to yield an amount of substantial sales tax revenue being collected by COUNTY in the area to be annexed, thus enabling COUNTY to increase its sales tax rate by a corresponding percentage which shall continue to accrue to COUNTY throughout the term of this RESTATED MOU. Any such additional amendment made by CITY pursuant to this section shall be cumulative and likewise preserve intact any periodic adjustments previously implemented pursuant to this RESTATED MOU. Further, CITY agrees that it shall not split or separate areas into smaller annexations for the purpose of, or having the effect of, creating an annexation or annexations which, individually, do not generate substantial sales tax revenue, but which would generate such revenue if combined. For purposes of this article, the term "substantial sales tax revenue" shall be defined as sales tax revenue derived from taxable sales ·in the area annexed equal to at least:

5.4.1 If only information for less than one fiscal year exists, then $100,000 in taxable sales in the most recent quarter for which such information from the State Department of Tax and Fee Administration is available in writing or electronic or magnetic media, and projected to a full four quarters, at least
$400,000 in taxable sales.

5.4.2 If information for one or more years exists, then $400,000 in taxable sales in the most recent year for which such information from the State Department of Tax and Fee Administration is available in writing or electronic or magnetic media. ///
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28 5.5 If CITY fails to amend its sales tax ordinance as provided in section 5.1, or if the Ordinance Amendment fails to provide for the ·periodic reallocation of additional sales tax revenues as provided in section 5.2, the subsections therein, and Exhibit "4", or if CITY fails to further amend its sales tax ordinance upon the annexation of unincorporated territory which generates substantial sales tax revenue for COUNTY as provided in section 5.4, or if CITY splits or separates areas into smaller areas as prohibited by section 5.4, then this RESTATED MOU shall immediately terminate and, in particular, no master property tax exchange agreement under subdivision (d) of Section 99 of the Revenue and Taxation Code shall exist between CITY and COUNTY.

5.6 CITY and COUNTY further agree that the annual report of the State Department of Tax and Fee Administration and the Department of Finance Annual Population Estimates shall be used as the data source for the purpose of calculating the per capita sales tax revenue pursuant to this RESTATED MOU.

5.7 Application of the formula to be used in the allocation of revenues pursuant to section 5.2 is illustrated in Exhibit "5", attached hereto and incorporated by reference herein as if set forth fully at this point.

ARTICLE VI

COUNTY AND CITY ASSURANCES ON USE OF REVENUE

6.1 COUNTY recognizes that certain revenue reallocated to it by this RESTATED MOU would otherwise have been appropriated by CITY to meet demands for services. In light therefore, COUNTY agrees to use such new revenue in order to maintain levels of COUNTY services that are supportive of CITY services, unless the Federal or state governments materially reduce the level of funding for such services. Examples of such COUNTY services include, but are not limited to, the criminal justice system, public health, and other similar services.

6.2 CITY agrees to continue enforcement of laws which result in the collection of fines and forfeitures.

ARTICLE VII

COOPERATIVE EFFORTS AT LEGISLATIVE REFORM

7.1 CITY and COUNTY agree to work jointly for state legislation and appropriations that would 15 1
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28 improve the fiscal condition of both CITY and COUNTY.

ARTICLE VIII

GENERAL PROVISIONS

8.1 Term of MOU
This RESTATED MOU shall commence as of the date of execution by COUNTY and CITY and shall remain in effect for a period of fifteen (15) years, unless terminated prior to that time by mutual agreement of the parties or as otherwise provided by the RESTATED MOU.

In addition, should all or any portion of this RESTATED MOU be declared invalid or inoperative by a court of competent jurisdiction, or should any party to this RESTATED MOU fail to perform any of its obligations hereunder, or should any party to this RESTATED MOU take-any action to frustrate the intentions of the parties as expressed in this RESTATED MOU, then in such event, this entire RESTATED MOU, as well as any ancillary documents entered into by the parties in order to fulfill the intent of this RESTATED MOU, shall immediately be of no force and effect and, in particular, no property tax exchange agreement, as required by Section 99 of the Revenue and Taxation Code, shall exist between the CITY and COUNTY as to unincorporated property.

8.2 Geographic Application of RESTATED MOU
This RESTATED MOU shall apply only to the area identified as the City of Reedley’s Sphere of Influence and the Future Growth Area as depicted in Exhibit 3. This RESTATED MOU shall not apply to any sphere of influence beyond the area depicted in Exhibit 3 unless and until the parties mutually agree to amend this RESTATED MOU.

8.3 Termination Due to Changes in Law
The purpose of this RESTATED MOU is to alleviate in part the revenue shortfall experienced by COUNTY which may result from CITY's annexation of revenue-producing or potentially revenueproducing properties located within the unincorporated area of COUNTY. The purpose of this RESTATED MOU is also to enable CITY to proceed with territorial expansion and economic growth consistent with the terms of existing law as mutually understood by the parties as well as to maximize each party's ability to deliver essential governmental services. In entering into this RESTATED MOU, the parties mutually assume the continuation of the existing statutory scheme for the distribution of available tax revenues to 16 1
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28 local government and that assumption is a basic tenet of this RESTATED MOU. Accordingly, it is mutually understood and agreed that this RESTATED MOU may, by mutual agreement be terminated should changes occur in statutory law, court decisions or state administrative interpretations which negate the basic tenets of this RESTATED MOU.

8.4 Modification
This RESTATED MOU and all of the covenants and conditions set forth herein may be modified or amended only by a writing duly authorized and executed by COUNTY and CITY.

8.5 Enforcement
COUNTY and CITY each acknowledge that this instrument cannot bind or limit themselves or each other or their future governing bodies in the exercise of their discretionary legislative power.

However, each binds itself that it will insofar as is legally possible fully carry out the intent and purposes hereof, if necessary by administrative action independent of ordinances, and that this RESTATED MOU may be enforced by injunction to the extent allowed by law.

8.6 Entire Agreement and Supersession
With respect to the subject matter hereof, this RESTATED MOU supersedes any and all previous negotiations, proposals, commitments, writings, and understandings of any nature whatsoever between COUNTY and CITY except as otherwise provided herein.

8.7 Notice
All notices, requests, certifications or other correspondence required to be provided by the parties to this RESTATED MOU shall be in writing and shall be delivered by first class mail or an equal or better form of delivery to the respective parties at the following addresses:

COUNTY CITY
County Administrative Officer City Manager
County of Fresno City of Reedley
Hall of Records, Room 300 City Hall
2281 Tulare Street 1717 9th Street
Fresno, CA 93721 Reedley, CA 93630

8.8 Renegotiation
If COUNTY enters into an agreement or memorandum of understanding, which includes a master property tax exchange agreement under subdivision (d) of Section 99 of the Revenue and Taxation Code, 17 1
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28 with another city that has terms and conditions more favorable in the aggregate to that city than those terms and conditions contained herein, COUNTY agrees that it will negotiate such terms and conditions upon written request from CITY, with the intent of offering that more favorable agreement. Negotiations shall conclude thirty (30) days from the date of receipt of notice by COUNTY and, if agreement is tentatively reached during that period, the legislative bodies of the parties shall approve any such amendment within thirty (30) days following the date of the tentative agreement. COUNTY and CITY are not required to reach agreement.

8.9 Notice of Breach
Prior to this RESTATED MOU being terminated as expressly provided in Sections 5.5, 6.2.2 and

9.1, COUNTY shall provide notice to CITY of such breach, and CITY shall comply with the terms and conditions of this RESTATED MOU within thirty (30) days of receipt of notice. If CITY fails to timely comply this RESTATED MOU shall terminate as provided herein. During the thirty (30) day notice period and until CITY certifies in writing that they are in compliance and COUNTY agrees in writing, no property tax exchange agreement, as required by Section 99 of the Revenue and Taxation Code, shall exist between COUNTY and CITY with respect to any pending annexations.

In like manner the CITY and AGENCY shall give COUNTY thirty (30) days written notice and opportunity to cure any alleged breach of the RESTATED MOU on the part of the COUNTY.

8.10 No Waiver of Government Claims Act
For all claims arising from or related to this RESTATED MOU, nothing in this RESTATED MOU establishes, waives, or modifies any claims presentation requirements or procedures provided by law, including the Government Claims Act (Division 3.6 of Title 1 of the Government Code, beginning with section 810).

8.11 Governing Law and Venue
This RESTATED MOU shall be administered and interpreted under the laws of the State of California. Jurisdiction of litigation arising from this RESTATED MOU shall only be in California. Any action brought to interpret or enforce this RESTATED MOU, or any of the terms or conditions hereof, shall be brought and maintained in the Fresno County Superior Court. ///
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28 8.12 Authorization to Execute
COUNTY and CITY each represent and warrant that the individuals signing this RESTATED MOU are duly authorized to do so by their respective legislative bodies and that their signatures on this RESTATED MOU legally bind COUNTY and CITY to the terms of this RESTATED MOU.

8.13 Counterparts
This RESTATED MOU may be signed in counterparts, each of which is an original, and all of which together constitute this RESTATED MOU.
(Signature page follows.)

EXHIBIT 1

STANDARDS FOR ANNEXATION
x The proposal must be consistent with the adopted sphere of Influence of the city and not conflict with the goals and policies of the Cortese-Knox-Hertzberg Act. x The proposal must be consistent with city general and specific plans, including adopted goals and policies.
x Pursuant to CEQA, the proposal must mitigate any significant adverse effect on continuing agricultural operations on adjacent properties, to the extent reasonable and consistent with the applicable general and specific plan.
x A proposal for annexation is acceptable if one of the following conditions exist:

1. There is existing substantial development provided the City confines its area requested to that area needed to include the substantial development and create logical boundaries.

2. Development exists that requires urban services which can be provided by the City.

3. If no development requiring urban services exists, at least 25% of the area proposed for annexation has:
a) Approved tentative subdivision map (single-family residential) b) Approved site plan (for other uses including multi-family)

4. The annexation is to fulfill the city’s Regional Housing Needs Allocation (RHNA) obligation which otherwise cannot be accommodated on lands currently within the city’s incorporated boundary.

5. The annexation includes the full width of road right-of-way along the annexation boundary and does not result in the creation of bypassed segments of existing road rights-of-way.
x The proposal would not create islands. Boundaries must ultimately minimize creation of peninsulas and corridors, or other distortion of boundaries.

For any of the following circumstances listed below, a proposal for annexation is presumed to comply with all standards for annexation:
x The request for annexation is by a city for annexation of its own publicly-owned property for public use.
x The request for annexation is by a city in order to facilitate construction of public improvements or public facilities which otherwise could not be constructed. x The request for annexation is to remove an unincorporated island, substantially surrounded area, or otherwise address existing peninsulas and/or irregular boundaries. x The annexation is intended to mitigate or otherwise comply with standards/conditions required by another agency with respect to another development annexation.

EXHIBIT 2
Effective July 1, 2021, the property tax sharing ratios shall be as follows:

County City Effective Date

63.0% 37.0% July 1, 2022

63.0% 37.0% July 1, 2023

63.0% 37.0% July 1, 2024

63.0% 37.0% July 1, 2025

63.0% 37.0% July 1, 2026

63.0% 37.0% July 1, 2027

63.0% 37.0% July 1, 2028

63.0% 37.0% July 1, 2029

63.0% 37.0% July 1, 2030

63.0% 37.0% July 1, 2031

63.0% 37.0% July 1, 2032

63.0% 37.0% July 1, 2033

63.0% 37.0% July 1, 2034

63.0% 37.0% July 1, 2035

63.0% 37.0% July 1, 2036
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Prepared by: GSAMANO
G:\4360Devs&Pln\GIS\Maps\Specific
μ 0 0.35 0.7 1.05 1.4 0.175 Miles
CITY OF REEDLEY Department of Public Works and Planning Development Services Division Reedley City Limits
City of Reedley Sphere of InfluenceFuture Growth Area 413.31 Acres REED

CENTRAL

COLUMBIA

FRANKWOOD

AMERICAN

GOODFELLOW

AMERICAN

TULARE COUNTY

REEDLEY AIRPORT
EXHIBIT
EXHIBIT 4
Effective July 1, 2021, the Sales Tax Revenue Sharing Proportion shall be as follows:

YEAR CITY
1 5%
2 5%
3 5%
4 5%
5 5%
6 5%
7 5%
8 5%
9 5%
10 5%
11 5%
12 5%
13 5%
14 5%
15 5%
City
Sales Tax
Revenue
2017 - 2018
Population
January 1, 2018
Per Capita
Tax Revenue
2017 - 2018
Sales Tax
Revenue
2018 - 2019
Population
January 1, 2019
Per Capita
Tax Revenue
2018 - 2019
Meets 50%
Criteria
2017 - 2018
Meets 50%
Criteria
2018 - 2019
Growth
over 1/2%
Sales Tax
Revenue
Growth

A B C D E F G F IJ
Clovis 20,088,192 $ 113,501 176.99 $ 21,398,962 $ 116,609 183.51 $ A A Yes 6.53%Coalinga 795,842 $ 16,516 48.19 $ 946,569 $ 16,944 55.86 $ B B Yes 18.94%Firebaugh 887,447 $ 7,893 112.43 $ 825,341 $ 7,980 103.43 $ A A No -7.00%Fowler 1,290,773 $ 6,161 209.51 $ 1,415,099 $ 6,220 227.51 $ A A Yes 9.63%Fresno 86,000,524 $ 536,593 160.27 $ 91,798,987 $ 542,012 169.37 $ A A Yes 6.74%Huron 174,745 $ 7,281 24.00 $ 182,158 $ 7,302 24.95 $ B B Yes 4.24%Kerman 1,913,749 $ 15,335 124.80 $ 1,981,109 $ 15,767 125.65 $ A A Yes 3.52%Kingsburg 975,836 $ 12,397 78.72 $ 1,141,664 $ 12,551 90.96 $ A A Yes 16.99% Mendota 611,472 $ 12,201 50.12 $ 674,507 $ 12,278 54.94 $ B B Yes 10.31% Orange Cove 176,743 $ 9,443 18.72 $ 225,323 $ 9,460 23.82 $ B B Yes 27.49% Parlier 424,544 $ 15,460 27.46 $ 444,697 $ 15,658 28.40 $ B B Yes 4.75% Reedley 1,687,854 $ 25,797 65.43 $ 1,755,297 $ 25,873 67.84 $ B B Yes 4.00% Sanger 2,320,636 $ 26,418 87.84 $ 2,325,388 $ 27,005 86.11 $ A A No 0.20% San Joaquin 185,302 $ 4,124 44.93 $ 252,989 $ 4,144 61.05 $ B B Yes 36.53% Selma 5,515,388 $ 24,327 226.72 $ 6,482,913 $ 24,402 265.67 $ A A Yes 17.54%Sales Tax Revenue Total All Cities 123,049,047 $ 833,447 131,851,003 $ 844,205Per Capita All Cities 147.64 $ 156.18 $ 50% Minimum 73.82 $ 78.09 $ 170,813 170,990
Table 1: Sales Tax Revenue Allocation Application FY 2018-19 Data Unincorporated Population Total County Population
Sales Tax Revenues: Columns A & D, Source: State Board of Equalization Annual Report Statistical Apendix; Fiscal Year Data Available in January of Next Calender YearPopulation Data: Columns B & E, Source: Source State Department of Finance January 1, Population Estimates; Available in May of that Calender YearPer Capita Sales Tax All Cities (FY 2017-18) Sum Collumns A & B. Then divide the column A summed total by the column B summed total. The Result is listed in Column C as "Per Capita Cities"Per Capita Sales Tax All Cities (FY 2018-19) Sum Collumns D & E. Then divide the column D summed total by the column E summed total. The Result is listed in Column F as "Per Capita Cities"50% Minimum Criteria: The Pervious Calculations divided by 2. Then a comparison of this number with the numbers in collumns C & F is made. Results are reflected in columns G & H . "A" means above, "B" Below the Criteria. Sales Tax Revenue Growth: Column J; Compute percentage growth of Sales Tax Revenue: Change in Sales Tax Revenue in Column D compared to Column A.Growth Criteria: If the Sales Tax Revenues of the city grew by at least 1/2%, the results are reflected in column I with a "YES" (;+,%,7

City of Reedley
Community Development Department
1733 Ninth Street
Reedley, CA 93654
(559) 637-4200
https://reedley.ca.gov

COMMUNITY DEVELOPMENT DEPARTMENT
Proof of Service by Mail
(required as per Reedley Municipal Code
SUBJECT: Notice of Public Hearing (City Council): for Environmental Assessment No. 2025-05, Annexation Application No. 2025-01, General Plan Amendment Application No. 2025-01, Rezone Application No. 2025-01, and Vesting Tentative Subdivision Map No. 6497

STATE OF CALIFORNIA )

COUNTY OF FRESNO )

CITY OF REEDLEY )
I am an employee of the City of Reedley.

On Thursday, October 23, 2025, I served the attached notice pursuant to Reedley Municipal Code on the persons named thereon or attached thereto by placing a true copy thereof with postage thereon fully prepaid in the United States mail.

I declare, under penalty or perjury, that the foregoing is true and correct.

Executed on October 23, 2025, at City of Reedley
Community Development Department
1733 Ninth Street
Reedley, California 93654.

Attachments: 1. Notice of Public Hearing

2. List of Addresses

3. Vicinity Map
Yuziry Sanchez
Signature

SIGNATURE ON FILE

CANYON JOINT UNIFIED KINGS CRAIG T ITO
P O BOX 707
REEDLEY CA 93654

JEBEL MOUNTAIN LLC
9274 S BUTTONWILLOW
REEDLY CA 93654

CRAIG T ITO
P O BOX 707
REEDLEY CA 93654

CYNTHIA L COOPER
9250 S BUTTONWILLOW
REEDLEY CA 93654

JEBEL MOUNTAIN LLC
9274 S BOTTONWILLOW
REEDLEY CA 93654

BARSOOM BROS CO
P O BOX 1116
REEDLEY CA 93654

NORA N FLORES
1134 E MILLWOOD
DINUBA CA 93618

ALTA IRRIGATION DISTRICT

SHOICHI & NOBUKO SHONO
8536 S CRAWFORD
REEDLEY CA 93654

LEE & ROSLIA MARTIN
9551 S ZUMWALT
REEDLEY CA 93654

GENEL A FERREYRA
1591 E SPRINGFIELD
REEDLEY CA 93654

ANTONIO & MARIA DE JESUS

BAROJAS OCHOA
1609 E SPRINGFIELD
REEDLEY CA 93654

JOSE M CRUZ HERNANDEZ
1631 E SPRINGFIELD
REEDLEY CA 93654

CARLOS & BIANCA SILVA

CELAYA-ZAVALA
1651 E SPRINGFIELD
REEDLEY CA 93654

ANTONIO RODRIGUEZ
1679 E SPRINGFIELD
REEDLEY CA 93654

LISA A TATOIAN
178 REDWOOD DR
REEDLEY CA 93654

KARINA S SALCEDO
189 S BUTTONWILLOW
REEDLEY CA 93654

MARTIN & ELIZABETH ROSALES

VIZCARRA
1684 E LINGO
REEDLEY CA 93654

PABLO & MARIA CHAVEZ
194 S LINGO CIRCLE
REEDLEY CA 93654

PEDRO & AURORA CHAVEZ
168 S LINGO CIRCLE
REEDLEY CA 93654

FEDERICO & FRANCISCA

VILLANUEVA
172 S LINGO CIRCLE
REEDLEY CA 93654

ALFONSON & ADELA RAMIREZ
1590 E RED BEAUT CIR
REEDLEY CA 93654

NORA RATTO
1620 E RED BEAUT
REEDLEY CA 93654

ARTURO L & ROSAURA LEMUS

ESPINOZA
1644 E RED BEAUT CIR
REEDLEY CA 93654

JUAN ALFREDO & HELEN CEJA

BEDOLLA
849 W HUNTSMAN
REEDLEY CA 93654

PAZ REYES
1686 E RED BEAUT
REEDLEY CA 93654

ANTHONY M & SANDRA K
SAENZ
15520 LA MAR DR
MORGAN HILL CA 95037

MARTIN IBARRA GRANADOS
1619 E RED BEAUT CIR
REEDLEY CA 93654

ORLANDO LOYA BARRON
1643 E RED BEAUT
REEDLEY CA 93654

MANUEL AYALA & PATRICIA

BELTRAN SANCHEZ
1667 E RED BEAUT
REEDLEY CA 93654

JORGE & ELSA GODINEZ MEZA
1685 E RED BEAUT CIR
REEDLEY CA 93654

MANUEL R & MARIA LUISA

TAPIA DE GARCIA
1690 E LARODA CIR
REEDLEY CA 93654

MARIA & MAURICIO ROBLES
1668 E LARODA CIR
REEDLEY CA 93654

AURELIANO FERREYRA CEDENO
1642 E LARODA
REEDLEY CA 93654

VINCENT & YOLANDA SILVA
364 W CARPENTER
REEDLEY CA 93654

LAURA & FERNANDO SANCHEZ
1592 E LARODA CIR
REEDLEY CA 93654

JOSE C & LAURA SANCHEZ DE
PICENO
1591 E LARODA
REEDLEY CA 93645

MAANINDER SINGH & JASMEET

KAUR TIWANA
2772 S KILBRIDE LN
DUBLIN CA 94568

JUANA A & JORGE MENDEZ
ARIAS
1645 E LARODA
REEDLEY CA 93654

MARIA AGABO
1661 E LARODA CIR
REEDLEY CA 93654

RAUL PEREZ GALVAN
1689 E LARODA
REEDLEY CA 93654

JOSE ANTONIO & MARIA

MENDOZA ALVARADO
1688 E SPRINGFIELD
REEDLEY CA 93654

JOSE MESA RODRIGUEZ
1662 E SPRINGFIELD
REEDLEY CA 93654

VERONICA TORRES
1640 E SPRINGFIELD
REEDLEY CA 93654

ANTONIO & MA GUADALUPE G
ZAVALA
1622 E SPRINGFIELD
REEDLEY CA 93654

JESUS & MARIBEL AGABO DE

SERRANO
1594 E SPRINGFIELD
REEDLEY CA 93654

JESUS M & DOMITILA C

MARTINEZ GUEVARA
P O BOX 1427
REEDLEY CA 93654

ARMANDO P ROCHA
1617 E NORTH
REEDLEY CA 93654

JOSE E TORRES
1641 E NORTH
REEDLEY CA 93654

EUGENIO & MARIA I LOPEZ
1663 E NORTH
REEDLEY CA 93654

ALFONSO DIAZ AGABO
1691 E NORTH
REEDLEY CA 93654

LUIS A & SOFIA V URENA
1694 E SANTA ROSA CIR
REEDLEY CA 93654

ELIAS & JOSEFINA ROCHA
1370 E SANTA ROSA CIR
REEDLEY CA 93654

FABIOLA HERNANDEZ

MARTINEZ
1646 E SANTA ROSA CIR
REEDLEY CA 93654

JAIME & BLANCA IBARRA
1618 E SANTA ROSA CIR
REEDLEY CA 93654

JUAN FERNANDO CRUZ

MENDOZA
1588 E SANTA ROSA
REEDLEY CA 93654

JOSE ALEJANDRO CALVILLO

DOMINGUEZ
1569 E SANTA ROSE CIR
REEDLEY CA 93654

GUILLERMO VEGA & SILVIA

ALFARO REYES
1251 LOWELL
COTATI CA 94931

JOHNNY CASTILLO RUIZ
1649 E SANTA ROSA
REEDLEY CA 93654

ARIEL BECERRA
1665 E SANTA ROSA
REEDLEY CA 93654

FILIMON AGUILAR
1693 E SANTA ROSA
REEDLEY CA 93654

PETER & CAROLINE RANGEL
1692 E EL DORADO
REEDLEY CA 93654

SUZANNE M BYERS
1664 E EL DORADO
REEDLEY CA 93654

ALMA ZAMORA
1648 E EL DORADO
REEDLEY CA 93654

JOSE & ANGELICA M MARTINEZ

SANCHEZ
1626 EL DORADO
REEDLEY CA 93654

MANUEL & YOLANDA

RODRIGUEZ
1596 E EL DORADO
REEDLEY CA 93654

JOSE M & EDULIA MORALES
1595 E EL DORADO
REEDLEY CA 93654

ALFONSO & ANA MARTINEZ
1625 E EL DORADO
REEDLEY CA 93654

ALFONSO LEMUS
1647 E EL DORADO
REEDLEY CA 93654

JUAN C & SILVIA A DE CEDENO

HERREJON
1669 E EL DORADO
REEDLEY CA 93654

MARIA SOCORRO ESCARENO
1687 E EL DORADO
REEDLEY CA 93654

ESTEBAN & MARIA RODRIGUEZ
518 N CEDAR
REEDLEY CA 93654

GUSTAVO ROSAS & SILVIA

RODRIGUEZ LEON
618 N VALENCIA
REEDLEY CA 93654

JOSE RICARDO LOPEZ
589 N BUTTONWILLOW
REEDLEY CA 93654

VICTORIA CRUTCHFIELD
523 N BUTTONWILLOW
REEDLEY CA 93654

JOSE VICTOR ECHEVESTE
3041 E VARTIKIAN
FRESNO CA 93710
© 2015 ParcelQuest www.parcelquest.com (888) 217-8999
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77 79 78
75 54 5051525354 63
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6968676665
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3031323334
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4948474645
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LIST 0
DETAIL
APN
Lot
Acres Lot SqFt Owner S Street Address
Year
Built
Census
Tract
1 370-
040-10

34.730 1,512,838 ITO CRAIG T TRUSTEE KAMADA

JANET ITO TRUSTEE
9452 S BUTTONWILLOW
AVE

63.01/1
2 370-
040-13

2.680 116,740 JEBEL MOUNTAIN LLC 9274 S BUTTONWILLOW
AVE
1950 63.01/1
4 370-
040-22

1.000 43,560 COOPER CYNTHIA L TRS 9250 S BUTTONWILLOW
AVE
1920 63.01/1
3 370-
040-23

1.320 57,499 JEBEL MOUNTAIN LLC 63.01/1
LIST 0
DETAIL
APN
Lot
Acres Lot SqFt Owner S Street Address
Year
Built
Census
Tract
1 370-
040-09T

19.640 855,518 KINGS CANYON JOINT UNIFIED 63.01/1
2 370-
040-10

34.730 1,512,838 ITO CRAIG T TRUSTEE KAMADA JANET

ITO TRUSTEE
9452 S

BUTTONWILLOW AVE

63.01/1
3 370-
040-13

2.680 116,740 JEBEL MOUNTAIN LLC 9274 S

BUTTONWILLOW AVE
1950 63.01/1
4 370-
040-21

12.760 555,825 ITO CRAIG T TRUSTEE KAMADA JANET

ITO TRUSTEE

63.01/1
5 370-
040-22

1.000 43,560 COOPER CYNTHIA L TRS 9250 S

BUTTONWILLOW AVE
1920 63.01/1
6 370-
040-23

1.320 57,499 JEBEL MOUNTAIN LLC 63.01/1
7 370-
040-31

39.670 1,728,025 BARSOOM BROS CO 9207 ZUMWALT AVE 63.01/1 8 370-
040-37

10.000 435,600 FLORES NORA N TRS FLORES ARNOLD 63.01/1
9 370-
040-50T

0.050 2,178 ALTA IRRIGATION DISTRICT 63.01/1
10 370-
040-51

19.820 863,359 SHONO SHOICHI & NOBUKO KUBOTA

BEN TSUTOMU

63.01/1
12 370-
060-03

13.950 607,662 MARTIN LEE & ROSLIA TRS 9551 ZUMWALT AVE 1940 63.01/1 

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APN
Lot
Acres Lot SqFt Owner S Street Address
Year
Built
Census
Tract
14 370-
270-47

0.160 7,000 FERREYRA GENEL A 1591 E SPRINGFIELD
AVE
1976 66.02/1
15 370-
270-48

0.160 7,000 OCHOA ANTONIO & MARIA DE JESUS

BAROJAS
1609 E SPRINGFIELD
AVE
1976 66.02/1
16 370-
270-49

0.160 7,000 HERNANDEZ JOSE M CRUZ GONZALEZ

MARIA D
1631 E SPRINGFIELD
AVE
1976 66.02/1
17 370-
270-50

0.160 7,000 CELAYA-ZAVALA CARLOS & BIANCA
SILVA
1651 E SPRINGFIELD
AVE
1976 66.02/1
18 370-
270-51

0.195 8,500 RODRIGUEZ ANTONIO 1679 E SPRINGFIELD
AVE
1976 66.02/1
19 370-
270-52

0.204 8,900 TATOIAN LISA A 159 S

BUTTONWILLOW AVE
1976 66.02/1
20 370-
270-53

0.204 8,900 SALCEDO KARINA S ZARAGOZA LUIS 189 S

BUTTONWILLOW AVE
1976 66.02/1
21 370-
270-54

0.206 9,000 VIZCARRA MARTIN & ELIZABETH

ROSALES
1684 E LINGO AVE 1976 66.02/1
22 370-
270-56

0.120 5,250 CHAVEZ PABLO & MARIA 194 LINGO CIR 1976 66.02/1 23 370-
270-57

0.149 6,500 CHAVEZ PEDRO & AURORA LIFE ESTATE 168 LINGO CIR 1976 66.02/1 24 370-
270-58

0.144 6,300 VILLANUEVA FEDERICO & FRANCISCA 172 LINGO CIR 1976 66.02/1 25 370-
313-03

0.137 6,000 RAMIREZ ALFONSON & ADELA 1590 E RED BEAUT CIR 2004 66.06/2 26 370-
313-04

0.137 6,000 RATTO NORA TRUSTEE 1620 E RED BEAUT CIR 2004 66.06/2 27 370-
313-05

0.137 6,000 ESPINOZA ARTURO L & ROSAURA
LEMUS
1644 E RED BEAUT CIR 2004 66.06/2
28 370-
313-06

0.126 5,520 BEDOLLA JUAN ALFREDO & HELEN CEJA 1666 E RED BEAUT CIR 2004 66.06/2 29 370-
313-07

0.157 6,840 REYES PAZ AREVALO ERIK 1686 E RED BEAUT CIR 2004 66.06/2 30 370-
314-03

0.137 6,000 SAENZ ANTHONY M & SANDRA K 1593 E RED BEAUT CIR 2004 66.06/2 31 370-
314-04

0.137 6,000 GRANADOS MARTIN IBARRA DIAZ

MARIA E PICENO
1619 E RED BEAUT CIR 2004 66.06/2
32 370-
314-05

0.139 6,060 BARRON ORLANDO LOYA 1643 E RED BEAUT CIR 2004 66.06/2 
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APN
Lot
Acres Lot SqFt Owner S Street Address
Year
Built
Census
Tract
33 370-
314-06

0.133 5,820 SANCHEZ MANUEL AYALA & PATRICIA

BELTRAN
1667 E RED BEAUT CIR 2004 66.06/2
34 370-
314-07

0.157 6,840 MEZA JORGE & ELSA GODINEZ 1685 E RED BEAUT CIR 2004 66.06/2 35 370-
314-08

0.157 6,840 GARCIA MANUEL R & MARIA LUISA

TAPIA DE
1690 E LARODA CIR 2004 66.06/2
36 370-
314-09

0.126 5,520 ROBLES MARIA & MAURICIO 1668 E LARODA CIR 2004 66.06/2 37 370-
314-10

0.137 6,000 CEDENO AURELIANO FERREYRA TRS DE

FERREYRA HILDA CEDENO TRS
1642 E LARODA CIR 2004 66.06/2
38 370-
314-11

0.137 6,000 SILVA VINCENT & YOLANDA TRUSTEES 1624 E LARODA CIR 2004 66.06/2 39 370-
314-12

0.137 6,000 SANCHEZ LAURA & FERNANDO 1592 E LARODA CIR 2004 66.06/2 40 370-
315-03

0.139 6,060 PICENO JOSE C & LAURA SANCHEZ DE 1591 E LARODA CIR 2004 66.06/2 41 370-
315-04

0.139 6,060 TIWANA MAANINDER SINGH & JASMEET
KAUR
1623 E LARODA CIR 2004 66.06/2
42 370-
315-05

0.139 6,060 ARIAS JUANA A & JORGE MENDEZ 1645 E LARODA CIR 2004 66.06/2 43 370-
315-06

0.128 5,580 AGABO MARIA 1661 E LARODA CIR 2004 66.06/2
44 370-
315-07

0.167 7,280 GALVAN RAUL PEREZ TRS DE PEREZ

MARIA DEL ROCIO BAROJAS TRS -
1689 E LARODA CIR 2004 66.06/2
45 370-
315-08

0.126 5,520 ALVARADO JOSE ANTONIO & MARIA

MENDOZA
1688 E SPRINGFIELD
AVE
2004 66.06/2
46 370-
315-09

0.132 5,760 RODRIGUEZ JOSE MESA DE MEZA MARIA

GONZALEZ
1662 E SPRINGFIELD
AVE
2004 66.06/2
47 370-
315-10

0.137 6,000 TORRES VERONICA TORRES VERONICA

AYALA DE
1640 E SPRINGFIELD
AVE
2004 66.06/2
48 370-
315-11

0.137 6,000 ZAVALA ANTONIO & MA GUADALUPE G 1622 E SPRINGFIELD AVE
2004 66.06/2
49 370-
315-12

0.137 6,000 SERRANO JESUS & MARIBEL AGABO DE 1594 E SPRINGFIELD AVE
2004 66.06/2
50 370-
324-02

0.144 6,300 GUEVARA JESUS M & DOMITILA C

MARTINEZ
1587 E NORTH AVE 2003 66.06/2
51 370-
324-03

0.144 6,300 ROCHA ARMANDO P 1617 E NORTH AVE 2003 66.06/2 
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APN
Lot
Acres Lot SqFt Owner S Street Address
Year
Built
Census
Tract
52 370-
324-04

0.144 6,300 TORRES JOSE E 1641 E NORTH AVE 2003 66.06/2 53 370-
324-05

0.144 6,300 LOPEZ EUGENIO & MARIA I 1663 E NORTH AVE 2003 66.06/2 54 370-
324-06

0.144 6,300 AGABO ALFONSO DIAZ DIAZ MARIA

ESPERANZA
1691 E NORTH AVE 2003 66.06/2
55 370-
324-07

0.169 7,370 URENA LUIS A & SOFIA V V JOSE M
URENA
1694 E SANTA ROSA
ST
2003 66.06/2
56 370-
324-08

0.157 6,868 ROCHA ELIAS & JOSEFINA 1670 E SANTA ROSA
ST
2003 66.06/2
57 370-
324-09

0.162 7,085 MARTINEZ FABIOLA HERNANDEZ

ACOSTA JAIME
1646 E SANTA ROSA
ST
2003 66.06/2
58 370-
324-10

0.150 6,565 IBARRA JAIME & BLANCA 1618 E SANTA ROSA
ST
2003 66.06/2
59 370-
324-11

0.162 7,085 MENDOZA JUAN FERNANDO CRUZ

ESPITIA ALFONSO CRUZ
1588 E SANTA ROSA
ST
2003 66.06/2
60 370-
325-03

0.148 6,480 DOMINGUEZ JOSE ALEJANDRO CALVILLO

DOMINGUEZ LEONEL CALVILLO
1589 E SANTA ROSA
ST
2003 66.06/2
61 370-
325-04

0.148 6,480 REYES GUILLERMO VEGA & SILVIA
ALFARO
1621 E SANTA ROSA
ST
2003 66.06/2
62 370-
325-05

0.148 6,480 RUIZ JOHNNY CASTILLO 1669 E SANTA ROSA
ST
2004 66.06/2
63 370-
325-06

0.136 5,940 BECERRA ARIEL MARTINEZ FRANCISCO

ARREOLA
1665 E SANTA ROSA
ST
2004 66.06/2
64 370-
325-07

0.180 7,848 AGUILAR FILIMON AGUILAR JESUS 1693 E SANTA ROSA ST
2004 66.06/2
65 370-
325-08

1.377 60,000 RANGEL PETER & CAROLINE 1692 E EL DORADO
AVE
2004 66.06/2
66 370-
325-09

0.137 6,000 BYERS SUZANNE M 1664 E EL DORADO
AVE
2004 66.06/2
67 370-
325-10

0.137 6,000 ZAMORA ALMA ZAMORA EVELIA 1648 E EL DORADO
AVE
2004 66.06/2
68 370-
325-11

0.137 6,000 SANCHEZ JOSE & ANGELICA M

MARTINEZ
2004 66.06/2
69 370-
325-12

0.137 6,000 RODRIGUEZ MANUEL & YOLANDA 1596 E EL DORADO AVE
2004 66.06/2
70 370-
326-03

0.139 6,060 MORALES JOSE M & EDULIA LEDESMA
RAMIRO
1595 E EL DORADO
AVE
2004 66.06/2

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APN
Lot
Acres Lot SqFt Owner S Street Address
Year
Built
Census
Tract
71 370-
326-04

0.139 6,060 MARTINEZ ALFONSO & ANA 1625 E EL DORADO
AVE
2004 66.06/2
72 370-
326-05

0.139 6,060 LEMUS ALFONSO LEMUS RUDOLFO 1647 E EL DORADO AVE
2004 66.06/2
73 370-
326-06

0.139 6,060 HERREJON JUAN C & SILVIA A DE
CEDENO
1669 E EL DORADO
AVE
2004 66.06/2
74 370-
326-07

0.139 6,060 ESCARENO MARIA SOCORRO 1687 E EL DORADO
AVE
2004 66.06/2
75 370-
343-05

0.161 7,020 RODRIGUEZ ESTEBAN & MARIA 518 N CEDAR AVE 1995 66.06/3 76 370-
343-23

0.128 5,610 LEON GUSTAVO ROSAS & SILVIA

RODRIGUEZ
618 N VALENCIA AVE 2021 66.06/3
77 370-
343-24

0.837 36,480 LOPEZ JOSE RICARDO LOPEZ ANGELA 589 N

BUTTONWILLOW AVE
1924 66.06/3
78 370-
343-25

0.651 28,386 CRUTCHFIELD VICTORIA 523 N

BUTTONWILLOW AVE
1915 66.06/3
79 370-
343-26

0.535 23,311 ECHEVESTE JOSE VICTOR ALCALA JULIA 1624 E NORTH AVE 66.06/2 
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