Agenda — Indio City Council, September 16, 2026 (part 4 of 17)

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 421 of 2236 1,228 100 1,119 9 TOTAL 978
446 12 430 4 PM 591
782 88 689 5 AM 387
129
33 162
854 220 634
8 3
11 60
3 63
TOTAL
PM
AM
61 27 88
126
26 100
AMPM
TOTAL
59 7
52 685 225 460
159
43 202
870 258 612
1,228 AM 502 281 102 885
702 PM 225 561 33 819
1,930 TOTAL 727 842 135 1,704
494 84 404 6 TOTAL 395
162 8 152 2 PM 206
332 76 252 4 AM 189
98 15
113
576
97 479
4 1 5
56 1
57 TOTAL
PM
AM
AM 8:00 AM
8:45 AM
38 13 51
104
12 92
#N/A
AMPM
TOTAL
56 6
50 PM 4:00 PM
4:45 PM
481 114 367
128
22 150
641 132 509
663 AM 353 93 74 520
288 PM 97 192 15 304
951 Total 450 285 89 824
Jefferson
AimTD LLC

TURNING MOVEMENT COUNTS
Jefferson
Ave 39
Ave 39
Indio
SC

ALL HOURS
Jefferson
Jefferson
Ave 39
Ave 39

PEAK HOUR

Page 246 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 422 of 2236 DATE: LOCATION: Indio PROJECT #: SC
11/16/21 NORTH & SOUTH: Jefferson LOCATION #: 2
TUESDAY EAST & WEST: Ave 39 CONTROL: SIGNAL
NOTES: AM Ÿ
PCE Class 1 2 3 4 5 6 PM N
Adjusted Factor 1 1.5 2 3 2 2 MD
Ż W Ź
OTHER SOTHER ź

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 1 1 1 1 0 1 1 1 1 1 0
7:00 AM 7 27 5 0 66 0 1 0 8 2 1 0 117 0
7:15 AM 14 21 1 0 80 1 1 0 11 1 0 5 134 0
7:30 AM 25 23 5 2 100 2 0 1 9 5 2 0 173 0
7:45 AM 57 38 7 0 67 6 1 0 28 6 0 0 208 0
8:00 AM 85 18 12 3 101 15 12 4 64 6 5 1 324 0
8:15 AM 116 27 50 1 89 28 38 37 106 29 42 2 563 0 8:30 AM 113 33 8 0 36 23 32 8 143 1 10 2 408 0 8:45 AM 59 28 7 0 44 13 14 2 78 3 0 0 247 0 9:00 AM 22 33 0 0 46 0 1 1 24 3 0 0 130 0
9:15 AM 15 32 7 0 41 2 1 0 6 3 1 2 108 0
9:30 AM 7 22 4 0 39 1 1 0 7 2 0 0 82 0
9:45 AM 10 30 3 0 41 0 2 0 6 4 0 0 95 0
VOLUMES 527 330 107 6 747 91 104 53 488 64 61 11 2,587 0 0 0 0 0 APPROACH % 55% 34% 11% 1% 89% 11% 16% 8% 76% 47% 45% 8%APP/DEPART 963 / 444 844 / 1,299 644 / 166 136 / 679 0 BEGIN PEAK HRVOLUMES 372 105 76 4 269 79 96 51 391 39 57 5 1,541 APPROACH % 67% 19% 14% 1% 76% 22% 18% 9% 73% 39% 57% 5%PEAK HR FACTOR 0.720 0.742 0.734 0.343 0.684 APP/DEPART 553 / 205 352 / 698 537 / 131 100 / 508 0 04:00 PM 43 48 8 0 33 3 5 1 47 8 0 0 194 0
4:15 PM 23 48 5 0 40 3 4 2 29 0 0 1 155 0 4:30 PM 25 57 4 3 47 2 2 0 20 4 0 0 163 0 4:45 PM 14 59 1 0 45 0 2 3 24 2 1 0 151 0 5:00 PM 14 48 3 0 51 0 5 0 21 2 0 0 142 0 5:15 PM 25 62 2 0 32 0 0 0 25 2 0 0 147 0 5:30 PM 32 67 2 1 56 3 3 0 27 3 0 1 195 0 5:45 PM 19 61 4 1 45 0 1 1 21 2 1 1 156 0 6:00 PM 16 34 2 0 27 1 5 0 9 1 0 0 95 0 6:15 PM 13 41 3 0 28 0 1 0 8 3 0 0 96 0 6:30 PM 10 40 3 0 31 0 0 0 8 0 0 0 91 0 6:45 PM 8 33 0 0 17 0 1 0 2 1 1 0 62 0 VOLUMES 240 595 37 5 449 12 28 7 239 28 3 3 1,643 0 0 0 0 0 APPROACH % 28% 68% 4% 1% 96% 3% 10% 3% 87% 82% 9% 9%APP/DEPART 872 / 626 465 / 715 273 / 48 34 / 255 0 BEGIN PEAK HRVOLUMES 105 212 18 3 164 8 13 6 120 14 1 1 661 APPROACH % 31% 63% 5% 1% 94% 5% 9% 4% 87% 87% 6% 6%PEAK HR FACTOR 0.851 0.853 0.663 0.484 0.854 APP/DEPART 334 / 225 174 / 297 138 / 26 16 / 114 0 Jefferson

NORTH SIDE
Ave 39 WEST SIDE EAST SIDE Ave 39

SOUTH SIDE
Jefferson

U-TURNS
Jefferson Jefferson Ave 39 Ave 39
AM
8:00 AM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

Page 247 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 423 of 2236 DATE: LOCATION: PROJECT #: SC
Tue, Nov 16, 21 NORTH & SOUTH: LOCATION #: 2
EAST & WEST: CONTROL: SIGNAL
NOTES: AM
Ÿ
PM N
MD
Ż W Ź

OTHER SOTHER
ź

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 111110111110 0000
2:30 PM 23 38 3 0 51 1 2 0 3 2 1 0 124 1000 1
2:45 PM 57 40 4 0 38 1 1 1 6 1 2 0 151 1000 1
3:00 PM 69 36 11 0 43 6 3 1 14 2 0 1 186 2000 2
3:15 PM 82 48 11 0 42 11 6 3 23 4 1 1 232 4000 4
3:30 PM 61 52 17 7 64 12 51 21 109 12 8 14 428 1200 3
3:45 PM 48 46 13 1 37 9 23 14 67 11 10 1 280 0000 0
VOLUMES 340 260 59 8 275 40 86 40 222 32 22 17 1,401 9 2 0 0 11 APPROACH % 52% 39% 9% 2% 85% 12% 25% 11% 64% 45% 31% 24% APP/DEPART 659 / 365 323 / 538 348 / 105 71 / 393 0

BEGIN PEAK HR
VOLUMES 260 182 52 8 186 38 83 39 213 29 19 17 1,126
APPROACH % 53% 37% 11% 3% 80% 16% 25% 12% 64% 45% 29% 26% PEAK HR FACTOR 0.876 0.699 0.463 0.478 0.658 APP/DEPART 494 / 284 232 / 435 335 / 97 65 / 310 0 Jefferson

NORTH SIDE
Ave 39 WEST SIDE EAST SIDE Ave 39

SOUTH SIDE
Jefferson

U-TURNS
Jefferson Jefferson Ave 39 Ave 39

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
IndioJeffersonAve 39
MD
3:00 PM
Add U-Turns to Left Turns

Page 248 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 424 of 2236 323 40 275 8 TOTAL 365
0 0 0 0 0
323 40 275 8 MD 365
71 0
71 393
0 393
17 0
17 22
0 22
TOTAL
MD
32 0
32 86
0 86
MD
TOTAL
40 0
40 222
0 222
105
0 105
348
0 348
538 MD 340 260 59 659
0 0 0 0 0
538 TOTAL 340 260 59 659
232 38 186 8 TOTAL 284
0 0 0 0 0
232 38 186 8 MD 284
65 0
65 310
0 310
17 0
17 19
0 19
TOTAL
MD
MD 3:00 PM
4:15 PM
29 0
29 83
0 83
#N/A
MD
TOTAL
39 0
39 4:45 PM
213
0 213
97 0
97 335
0 335
435 MD 260 182 52 494
0 0 0 0 0
435 Total 260 182 52 494
Jefferson
AimTD LLC

TURNING MOVEMENT COUNTS
Jefferson
Ave 39
Ave 39
Indio
SC

ALL HOURS
Jefferson
Jefferson
Ave 39
Ave 39

PEAK HOUR

Page 249 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 425 of 2236 DATE: LOCATION: Indio PROJECT #: SC
11/16/21 NORTH & SOUTH: Jefferson LOCATION #: 2
TUESDAY EAST & WEST: Ave 39 CONTROL: SIGNAL
NOTES: AM
Ÿ
PCE Class 1 23 4 5 6 PM N
Adjusted Factor 1 1.5 2 3 2 2 MD
Ż W Ź

OTHER SOTHER
ź

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 1 1 1 1 0 1 1 1 1 1 0
2:30 PM 23 43 3 0 54 1 2 0 3 2 1 0 132 0
2:45 PM 66 49 4 0 41 1 1 1 6 1 2 0 171 0
3:00 PM 74 43 12 0 51 6 3 1 16 2 0 1 209 0
3:15 PM 87 57 13 0 46 12 7 4 25 5 1 1 256 0
3:30 PM 66 57 19 7 73 12 51 22 117 12 9 14 458 0 3:45 PM 50 50 13 1 38 10 23 15 74 11 10 1 295 0 VOLUMES 365 298 64 8 301 41 87 43 241 33 23 17 1,519 0 0 0 0 0 APPROACH % 50% 41% 9% 2% 86% 12% 24% 11% 65% 45% 32% 23%APP/DEPART 727 / 402 350 / 574 370 / 114 73 / 429 0 BEGIN PEAK HRVOLUMES 277 207 57 8 207 39 84 42 232 30 20 17 1,217 APPROACH % 51% 38% 10% 3% 81% 15% 24% 12% 65% 44% 30% 26%PEAK HR FACTOR 0.859 0.689 0.470 0.475 0.664 APP/DEPART 540 / 308 254 / 468 357 / 106 67 / 336 0 Jefferson

NORTH SIDE
Ave 39 WEST SIDE EAST SIDE Ave 39

SOUTH SIDE
Jefferson
MD
3:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Jefferson Jefferson Ave 39 Ave 39

Page 250 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 426 of 2236 DATE: LOCATION: PROJECT #: SC
Tue, Nov 16, 21 NORTH & SOUTH: LOCATION #: 3
EAST & WEST: CONTROL: SIGNAL
NOTES: AM
Ÿ
PM N
MD
Ż W Ź

OTHER SOTHER
ź

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 111110110111 0000
7:00 AM 20 28 4 7 72 7 1 4 19 7 13 4 186 0000 0
7:15 AM 9 51 11 5 104 1 2 9 9 16 23 9 249 0000 0
7:30 AM 8 72 8 9 116 3 2 7 16 16 25 20 302 0000 0
7:45 AM 11 135 12 22 124 7 1 10 13 22 16 40 413 0000 0
8:00 AM 10 164 13 39 168 21 5 13 11 17 20 81 562 0000 0 8:15 AM 10 182 35 54 183 24 6 12 4 25 22 97 654 0000 0
8:30 AM 15 75 14 82 192 17 3 14 16 29 20 30 507 0000 0
8:45 AM 10 61 13 37 94 4 5 12 5 37 20 18 316 0000 0
9:00 AM 10 46 20 10 65 3 1 12 16 22 32 6 243 0000 0
9:15 AM 9 45 18 6 41 2 3 18 11 25 14 5 197 0000 0
9:30 AM 5 23 22 4 48 2 1 18 7 23 11 4 168 0000 0
9:45 AM 4 31 35 3 45 4 1 11 6 30 21 3 194 0000 0
VOLUMES 121 913 205 278 1,252 95 31 140 133 269 237 317 3,991 0 0 0 00 APPROACH % 10% 74% 17% 17% 77% 6% 10% 46% 44% 33% 29% 39%APP/DEPART 1,239 / 1,261 1,625 / 1,654 304 / 623 823 / 453 0 BEGIN PEAK HRVOLUMES 46 556 74 197 667 69 15 49 44 93 78 248 2,136 APPROACH % 7% 82% 11% 21% 71% 7% 14% 45% 41% 22% 19% 59%PEAK HR FACTOR 0.744 0.802 0.818 0.727 0.817 APP/DEPART 676 / 819 933 / 804 108 / 320 419 / 193 0 04:00 PM 16 102 39 25 111 8 5 22 18 26 16 18 406 0000 0 4:15 PM 8 99 30 12 108 7 4 12 16 14 12 10 332 1000 1
4:30 PM 14 96 30 6 87 6 5 19 12 18 13 7 313 0000 0
4:45 PM 10 91 26 9 88 2 3 16 12 15 6 13 291 0000 0
5:00 PM 9 81 29 14 93 2 4 19 12 19 9 10 301 0000 05:15 PM 12 105 21 13 70 0 5 9 7 16 16 17 291 1000 1 5:30 PM 13 85 22 13 73 3 2 10 8 17 9 15 270 0000 0
5:45 PM 8 76 19 8 61 3 2 18 14 8 8 14 239 0000 0
6:00 PM 6 56 11 12 45 3 2 10 11 10 7 17 190 0000 0
6:15 PM 7 65 15 11 40 2 1 8 9 5 4 12 179 0000 0
6:30 PM 10 59 18 13 66 1 4 5 8 7 7 9 207 0000 0
6:45 PM 5 43 11 9 64 3 1 7 3 1 8 8 163 0000 0
VOLUMES 118 958 271 145 906 40 38 155 130 156 115 150 3,182 2 0 0 0 2 APPROACH % 9% 71% 20% 13% 83% 4% 12% 48% 40% 37% 27% 36% APP/DEPART 1,347 / 1,146 1,091 / 1,194 323 / 571 421 / 271 0 BEGIN PEAK HR VOLUMES 48 388 125 52 394 23 17 69 58 73 47 48 1,342
APPROACH % 9% 69% 22% 11% 84% 5% 12% 48% 40% 43% 28% 29% PEAK HR FACTOR 0.893 0.814 0.800 0.700 0.826 APP/DEPART 561 / 453 469 / 526 144 / 246 168 / 117 0 Jefferson

NORTH SIDE
40th WEST SIDE EAST SIDE 40th

SOUTH SIDE
Jefferson
AM
7:45 AM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Indio
Jefferson40th

U-TURNS
Jefferson Jefferson 40th 40th
Add U-Turns to Left Turns

Page 251 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 427 of 2236 2,716 135 2,158 423 TOTAL 2,407
1,091 40 906 145 PM 1,146
1,625 95 1,252 278 AM 1,261
823
421
1,244
724
271
453
317
150
467
237
115
352
TOTAL
PM
AM
269
156
425
69 38
31 AM
PM
TOTAL
295
155
140
263
130
133
623
571
1,194
627
323
304
1,654 AM 121 913 205 1,239
1,194 PM 118 958 271 1,347
2,848 TOTAL 239 1,871 476 2,586
1,402 92 1,061 249 TOTAL 1,272
469 23 394 52 PM 453
933 69 667 197 AM 819
419
168
587
310
117
193
248
48 296
78 47
125
TOTAL
PM
AMAM 7:45 AM
8:45 AM
93 73
166
32 17
15 #N/A
AM
PM
TOTAL
118
69 49 PM 4:00 PM
4:45 PM
102
58 44
320
246
566
252
144
108
804 AM 46 556 74 676
526 PM 48 388 125 561
1,330 Total 94 944 199 1,237
Jefferson
AimTD LLC

TURNING MOVEMENT COUNTS
Jefferson
40th
40th
Indio
SC

ALL HOURS
JeffersonJefferson
40th
40th

PEAK HOUR

Page 252 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 428 of 2236 DATE: LOCATION: Indio PROJECT #: SC
11/16/21 NORTH & SOUTH: Jefferson LOCATION #: 3
TUESDAY EAST & WEST: 40th CONTROL: SIGNAL
NOTES: AM Ÿ
PCE Class 1 2 3 4 5 6 PM N
Adjusted Factor 1 1.5 2 3 2 2 MD
Ż W Ź
OTHER SOTHER ź

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 1 1 1 1 0 1 1 0 1 1 1
7:00 AM 26 36 7 8 76 10 2 5 24 14 13 5 223 0
7:15 AM 10 53 16 8 109 1 2 19 14 21 23 10 282 0
7:30 AM 10 72 11 9 124 3 3 8 18 19 29 22 326 0
7:45 AM 13 147 14 23 130 10 1 13 20 24 17 41 450 0
8:00 AM 11 168 14 39 178 21 6 19 13 18 22 83 591 0
8:15 AM 14 193 38 54 195 24 8 15 4 28 24 101 696 0
8:30 AM 17 84 16 88 208 17 4 19 19 32 21 31 552 0
8:45 AM 13 65 14 37 105 4 6 13 5 43 21 19 345 0
9:00 AM 10 56 21 11 70 4 1 15 17 28 32 8 272 0
9:15 AM 12 56 20 8 43 2 3 23 16 29 15 6 230 0
9:30 AM 6 24 25 4 55 2 2 20 10 29 11 4 190 0
9:45 AM 5 35 39 4 51 6 1 12 8 37 21 4 221 0
VOLUMES 144 987 232 291 1,341 103 37 179 166 318 247 332 4,375 0 0 0 0 0 APPROACH % 11% 72% 17% 17% 77% 6% 10% 47% 43% 35% 28% 37%APP/DEPART 1,362 / 1,356 1,735 / 1,825 381 / 701 897 / 494 0 BEGIN PEAK HRVOLUMES 54 591 81 204 711 72 19 65 55 101 83 256 2,288 APPROACH % 7% 81% 11% 21% 72% 7% 13% 47% 40% 23% 19% 58%PEAK HR FACTOR 0.743 0.788 0.849 0.719 0.822 APP/DEPART 726 / 865 987 / 866 138 / 349 439 / 209 0 04:00 PM 19 109 42 27 115 10 5 25 19 27 16 18 429 0
4:15 PM 9 104 31 12 111 8 6 12 18 14 13 11 346 0
4:30 PM 16 100 31 7 91 6 7 20 12 19 14 8 329 0 4:45 PM 12 106 28 10 92 2 4 17 12 17 6 14 316 0 5:00 PM 14 82 30 15 104 3 6 19 12 20 12 10 326 0 5:15 PM 13 107 21 14 72 0 6 9 7 16 16 18 298 0 5:30 PM 14 92 23 13 74 3 2 11 8 18 9 16 280 0 5:45 PM 8 80 19 9 62 3 2 18 14 9 8 15 245 0 6:00 PM 7 58 11 12 49 3 2 10 12 10 7 17 197 0 6:15 PM 7 65 15 12 41 2 2 8 9 5 4 13 182 0 6:30 PM 10 62 18 13 68 1 4 5 8 7 7 10 213 0
6:45 PM 5 44 11 9 67 3 1 8 3 1 9 8 167 0
VOLUMES 132 1,006 279 151 942 43 46 160 133 161 120 155 3,325 0 0 0 0 0 APPROACH % 9% 71% 20% 13% 83% 4% 13% 47% 39% 37% 27% 36%APP/DEPART 1,416 / 1,207 1,136 / 1,235 338 / 589 435 / 294 0 BEGIN PEAK HRVOLUMES 55 418 131 55 408 26 22 73 60 76 49 50 1,419 APPROACH % 9% 69% 22% 11% 84% 5% 14% 47% 39% 44% 28% 29%PEAK HR FACTOR 0.895 0.804 0.805 0.717 0.828 APP/DEPART 603 / 489 488 / 543 155 / 259 174 / 129 0 Jefferson

NORTH SIDE
40th WEST SIDE EAST SIDE 40th

SOUTH SIDE
Jefferson

U-TURNS
Jefferson Jefferson 40th 40th
AM
7:45 AM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

Page 253 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 429 of 2236 DATE: LOCATION: PROJECT #: SC
Tue, Nov 16, 21 NORTH & SOUTH: LOCATION #: 3
EAST & WEST: CONTROL: SIGNAL
NOTES: AM
Ÿ
PM N
MD
Ż W Ź

OTHER SOTHER
ź

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 111110110111 0000
2:30 PM 21 58 25 12 44 5 0 9 15 23 20 9 241 0000 0
2:45 PM 21 80 30 9 59 5 1 18 17 10 17 20 287 0000 03:00 PM 14 95 26 6 45 7 3 21 23 17 17 36 310 0000 03:15 PM 16 129 32 3 72 2 2 16 13 24 20 49 378 0000 0 3:30 PM 19 140 20 40 120 11 6 25 24 22 13 32 472 0000 03:45 PM 18 117 42 33 100 15 8 22 24 32 20 21 452 0000 0 VOLUMES 109 619 175 103 440 45 20 111 116 128 107 167 2,140 0 0 0 0 0 APPROACH % 12% 69% 19% 18% 75% 8% 8% 45% 47% 32% 27% 42%APP/DEPART 903 / 806 588 / 684 247 / 389 402 / 261 0

BEGIN PEAK HR
VOLUMES 67 481 120 82 337 35 19 84 84 95 70 138 1,612
APPROACH % 10% 72% 18% 18% 74% 8% 10% 45% 45% 31% 23% 46%PEAK HR FACTOR 0.933 0.664 0.850 0.815 0.854 APP/DEPART 668 / 638 454 / 516 187 / 286 303 / 172 0 Jefferson

NORTH SIDE
40th WEST SIDE EAST SIDE 40th

SOUTH SIDE
Jefferson

U-TURNS
Jefferson Jefferson 40th - Ave 40 40th - Ave 40

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
IndioJefferson40th
MD
3:00 PM
Add U-Turns to Left Turns

Page 254 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 430 of 2236 588 45 440 103 TOTAL 806
0 0 0 0 0
588 45 440 103 MD 806
402
0 402
261
0 261
167
0 167
107
0 107
TOTAL
MD
128
0 128
20 0
20 MD
TOTAL
111
0 111
116
0 116
389
0 389
247
0 247
684 MD 109 619 175 903
0 0 0 0 0
684 TOTAL 109 619 175 903
454 35 337 82 TOTAL 638
0 0 0 0 0
454 35 337 82 MD 638
303
0 303
172
0 172
138
0 138
70 0
70 TOTAL
MD
MD 3:00 PM
4:15 PM
95 0
95 19
0 19
#N/A
MD
TOTAL
84 0
84 4:45 PM
84 0
84 286
0 286
187
0 187
516 MD 67 481 120 668
0 0 0 0 0
516 Total 67 481 120 668
Jefferson
AimTD LLC

TURNING MOVEMENT COUNTS
Jefferson
40th - Ave 40
40th - Ave 40
Indio
SC

ALL HOURS
Jefferson
Jefferson
40th - Ave 40
40th - Ave 40

PEAK HOUR

Page 255 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 431 of 2236 DATE: LOCATION: Indio PROJECT #: SC
11/16/21 NORTH & SOUTH: Jefferson LOCATION #: 3
TUESDAY EAST & WEST: 40th CONTROL: SIGNAL
NOTES: AM
Ÿ
PCE Class 1 23 4 5 6 PM N
Adjusted Factor 1 1.5 2 3 2 2 MD
Ż W Ź

OTHER SOTHER
ź

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 1 1 1 1 0 1 1 0 1 1 1
2:30 PM 26 69 27 12 52 6 0 10 16 28 28 10 282 0
2:45 PM 28 90 31 9 64 7 3 19 23 10 20 20 322 0
3:00 PM 19 111 28 6 52 8 4 23 24 20 19 36 347 0
3:15 PM 20 142 33 3 76 2 2 19 15 26 20 49 406 0
3:30 PM 28 150 20 43 132 11 6 26 24 23 13 32 506 0 3:45 PM 23 129 44 34 109 15 8 22 24 35 21 21 483 0 VOLUMES 142 690 182 106 483 48 23 118 125 141 120 168 2,344 0 0 0 0 0 APPROACH % 14% 68% 18% 17% 76% 8% 9% 44% 47% 33% 28% 39%APP/DEPART 1,014 / 880 637 / 748 265 / 406 429 / 310 0 BEGIN PEAK HRVOLUMES 89 531 125 85 368 36 20 89 87 103 73 138 1,741 APPROACH % 12% 71% 17% 17% 75% 7% 10% 46% 44% 33% 23% 44%PEAK HR FACTOR 0.942 0.660 0.878 0.828 0.861 APP/DEPART 744 / 689 489 / 557 195 / 299 313 / 197 0 Jefferson

NORTH SIDE
40th WEST SIDE EAST SIDE 40th

SOUTH SIDE
Jefferson
MD
3:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Jefferson Jefferson 40th 40th

Page 256 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 432 of 2236 DATE: LOCATION: PROJECT #: SC
Tue, Nov 16, 21 NORTH & SOUTH: LOCATION #: 4
EAST & WEST: CONTROL: SIGNAL
NOTES: AM
Ÿ
PM N
MD
Ż W Ź

OTHER SOTHER
ź

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 1 1 1 0 0 1 0 1.5 0 0.5 0000
7:00 AM 1 52 26 3 95 0 0 0 0 17 0 0 194 2000 27:15 AM 1 69 25 4 125 0 0 0 2 33 0 2 261 1000 1 7:30 AM 0 83 22 2 145 0 0 0 1 26 0 5 284 1100 2
7:45 AM 1 156 26 0 158 0 0 0 0 32 0 2 375 1000 1
8:00 AM 0 188 22 3 192 1 0 0 0 45 0 1 452 1000 1
8:15 AM 0 225 30 4 208 0 0 0 1 35 0 2 505 1000 1
8:30 AM 0 101 24 4 233 0 1 0 4 53 0 2 422 0001 1
8:45 AM 1 83 42 4 132 0 0 0 1 43 0 1 307 0000 0
9:00 AM 2 73 41 3 98 0 0 0 2 51 0 3 273 1000 1
9:15 AM 1 67 27 5 72 0 0 0 4 59 0 8 243 0000 0
9:30 AM 2 49 36 4 74 0 0 0 2 66 0 1 234 3000 3
9:45 AM 0 66 43 6 75 0 0 0 3 50 0 4 247 1001 2
VOLUMES 9 1,212 364 42 1,607 1 1 0 20 510 0 31 3,812 12 1 0 2 15 APPROACH % 1% 76% 23% 3% 97% 0% 5% 0% 95% 94% 0% 6%APP/DEPART 1,597 / 1,245 1,651 / 2,149 21 / 408 543 / 10 0 BEGIN PEAK HRVOLUMES 1 670 102 11 791 1 1 0 5 165 0 7 1,758 APPROACH % 0% 86% 13% 1% 99% 0% 17% 0% 83% 95% 0% 4%PEAK HR FACTOR 0.758 0.847 0.300 0.772 0.869 APP/DEPART 776 / 678 803 / 964 6 / 114 173 / 2 0 04:00 PM 3 156 54 6 149 0 0 0 0 43 0 2 413 1000 1
4:15 PM 1 133 70 2 135 0 0 0 1 33 0 4 379 1000 14:30 PM 2 137 46 2 114 1 0 0 1 40 0 3 346 1000 1 4:45 PM 0 124 40 0 115 0 1 0 2 41 0 2 325 3000 3
5:00 PM 1 112 35 4 120 0 0 0 1 30 0 7 310 0000 0
5:15 PM 0 140 46 3 90 0 0 0 1 32 0 0 312 0000 05:30 PM 0 117 48 1 97 0 0 0 1 22 0 3 289 0000 0 5:45 PM 2 103 27 1 80 0 0 0 2 23 0 0 238 1000 1
6:00 PM 4 73 37 3 62 0 0 0 0 22 0 0 201 0100 1
6:15 PM 2 85 36 3 51 0 0 0 2 17 0 2 198 0000 0
6:30 PM 3 86 35 1 80 0 0 0 0 17 0 1 223 0000 0
6:45 PM 2 59 22 1 67 0 0 0 0 14 0 0 165 1000 1
VOLUMES 20 1,325 496 27 1,160 1 1 0 11 334 0 24 3,408 8 1 0 0 9 APPROACH % 1% 72% 27% 2% 98% 0% 8% 0% 92% 93% 0% 7%
APP/DEPART 1,849 / 1,351 1,189 / 1,513 12 / 523 358 / 21 0 BEGIN PEAK HR VOLUMES 6 550 210 10 513 1 1 0 4 157 0 11 1,469
APPROACH % 1% 71% 27% 2% 98% 0% 20% 0% 80% 93% 0% 7%PEAK HR FACTOR 0.902 0.845 0.417 0.933 0.887 APP/DEPART 772 / 562 524 / 680 5 / 220 168 / 7 0 Jefferson

NORTH SIDE
Sun City WEST SIDE EAST SIDE Sun City

SOUTH SIDE
Jefferson
AM
7:45 AM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Indio
JeffersonSun City

U-TURNS
Jefferson Jefferson Sun City Sun City
Add U-Turns to Left Turns

Page 257 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 433 of 2236 2,840 2 2,767 69 TOTAL 2,596
1,189 1 1,160 27 PM 1,351
1,651 1 1,607 42 AM 1,245
543 358 901
31 21 10
31 24 55
0 0 0
TOTAL
PM
AM
510 334 844
2 1 1
AMPM
TOTAL
0 0 0
31 11 20
408 523 931
33 12 21
2,149 AM 9 1,212 364 1,597
1,513 PM 20 1,325 496 1,849
3,662 TOTAL 29 2,537 860 3,446
1,327 2 1,304 21 TOTAL 1,240
524 1 513 10 PM 562
803 1 791 11 AM 678
173 168 341
9 7 2
7 11 18
0 0 0
TOTAL
PM
AM
AM 7:45 AM
8:45 AM
165 157 322
2 1 1
#N/A
AMPM
TOTAL
0 0 0
PM 4:00 PM
4:45 PM
9 4 5
114 220 334
11 5 6
964 AM 1 670 102 776
680 PM 6 550 210 772
1,644 Total 7 1,220 312 1,548
Jefferson
AimTD LLC

TURNING MOVEMENT COUNTS
Jefferson
Sun City
Sun City
Indio
SC

ALL HOURS
Jefferson
Jefferson
Sun City
Sun City

PEAK HOUR

Page 258 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 434 of 2236 DATE: LOCATION: Indio PROJECT #: SC
11/16/21 NORTH & SOUTH: Jefferson LOCATION #: 4
TUESDAY EAST & WEST: Sun City CONTROL: SIGNAL
NOTES: AM Ÿ
PCE Class 1 2 3 4 5 6 PM N
Adjusted Factor 1 1.5 2 3 2 2 MD
Ż W Ź
OTHER SOTHER ź

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 1 1 1 0 0 1 0 1.5 0 0.5
7:00 AM 1 68 32 5 109 0 0 0 0 19 0 0 233 0
7:15 AM 1 76 32 5 138 0 0 0 2 35 0 2 290 0
7:30 AM 0 87 28 3 156 0 0 0 3 26 0 5 308 0
7:45 AM 3 170 37 0 172 0 0 0 0 32 0 3 417 0
8:00 AM 0 194 25 4 204 2 0 0 0 49 0 1 477 0
8:15 AM 0 242 33 7 219 0 0 0 1 38 0 2 542 0
8:30 AM 0 112 27 5 253 0 2 0 4 55 0 3 459 0
8:45 AM 1 89 49 6 148 0 0 0 1 43 0 3 339 0
9:00 AM 2 83 47 4 109 0 0 0 2 53 0 4 303 0
9:15 AM 1 79 29 9 78 0 0 0 6 66 0 12 279 0
9:30 AM 2 53 40 4 90 0 0 0 2 73 0 1 264 0
9:45 AM 0 73 46 7 89 0 0 0 4 51 0 6 274 0
VOLUMES 11 1,325 423 57 1,762 2 2 0 25 537 0 41 4,183 0 0 0 0 0 APPROACH % 1% 75% 24% 3% 97% 0% 6% 0% 94% 93% 0% 7%APP/DEPART 1,758 / 1,367 1,821 / 2,324 27 / 480 578 / 13 0 BEGIN PEAK HRVOLUMES 3 718 121 16 848 2 2 0 5 173 0 9 1,894 APPROACH % 0% 85% 14% 2% 98% 0% 23% 0% 77% 95% 0% 5%PEAK HR FACTOR 0.765 0.838 0.295 0.794 0.874 APP/DEPART 842 / 728 865 / 1,025 7 / 137 181 / 5 0 04:00 PM 3 168 56 7 154 0 0 0 0 50 0 2 439 0
4:15 PM 1 138 74 2 139 0 0 0 1 36 0 5 395 0
4:30 PM 2 143 46 2 118 2 0 0 1 44 0 4 360 0
4:45 PM 0 142 41 0 120 0 2 0 2 47 0 2 355 0 5:00 PM 1 116 35 4 132 0 0 0 1 34 0 10 332 0 5:15 PM 0 143 46 3 92 0 0 0 1 36 0 0 320 0
5:30 PM 0 125 48 1 97 0 0 0 1 22 0 3 297 0
5:45 PM 3 107 27 1 81 0 0 0 3 24 0 0 245 0
6:00 PM 4 75 38 3 67 0 0 0 0 22 0 0 208 0 6:15 PM 3 85 37 4 52 0 0 0 2 18 0 2 201 0 6:30 PM 3 89 35 1 82 0 0 0 0 17 0 1 228 0
6:45 PM 2 60 22 1 70 0 0 0 0 15 0 0 169 0
VOLUMES 21 1,389 504 29 1,201 2 2 0 12 362 0 29 3,548 0 0 0 0 0 APPROACH % 1% 73% 26% 2% 98% 0% 12% 0% 88% 93% 0% 7%APP/DEPART 1,913 / 1,419 1,231 / 1,574 13 / 532 391 / 23 0 BEGIN PEAK HRVOLUMES 6 590 217 11 530 2 2 0 4 177 0 13 1,549 APPROACH % 1% 73% 27% 2% 98% 0% 27% 0% 73% 93% 0% 7%PEAK HR FACTOR 0.896 0.844 0.393 0.911 0.882 APP/DEPART 812 / 604 542 / 710 6 / 228 190 / 8 0 Jefferson

NORTH SIDE
Sun City WEST SIDE EAST SIDE Sun City

SOUTH SIDE
Jefferson

U-TURNS
Jefferson Jefferson Sun City Sun City
AM
7:45 AM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

Page 259 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 435 of 2236 A816
DATE: CITY: Indio
JOB #: SC LOCATION: CLASS1 Jefferson between Ave 38 and Ave 39

AM NORTHBOUND PM NORTHBOUND
TIME 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL Time 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL 0:00 0 2 20000000000 4 12:00 0 16 50 1 00000000 22
0:15 0 4 20000000000 6 12:15 0 21 80 2 00000000 31
0:30 0 4 10000000000 5 12:30 0 12 10 0 0 00000000 22
0:45 0 4 20000000000 6 12:45 0 14 10 0 0 00000000 24
1:00 0 0 10000000000 1 13:00 0 17 12 0 1 00020000 32
1:15 0 0 00000000000 0 13:15 0 17 80 3 10000000 29
1:30 0 0 20000000000 2 13:30 0 27 13 0 0 00000000 40
1:45 0 1 00000000000 1 13:45 0 32 10 1 3 00000000 46
2:00 0 1 00000000000 1 14:00 0 17 13 0 5 00000000 35
2:15 0 2 00000000000 2 14:15 0 21 10 0 1 00000000 32
2:30 0 1 00000000000 1 14:30 0 23 12 0 4 00000000 39
2:45 0 0 00000000000 0 14:45 0 28 70 5 00010000 41
3:00 0 1 20000000000 3 15:00 0 33 40 1 20010000 41
3:15 0 0 00000000000 0 15:15 0 32 14 1 6 00010000 54
3:30 0 0 20000000000 2 15:30 0 97 16 0 5 00000000 118
3:45 0 2 00000000000 2 15:45 0 53 19 0 0 00000000 72
4:00 0 1 10000000000 2 16:00 0 38 80 3 00010000 50
4:15 0 0 10000000000 1 16:15 0 32 16 0 1 00000000 49
4:30 0 0 10000000000 1 16:30 0 35 15 0 7 00000000 57
4:45 0 3 20000000000 5 16:45 0 31 15 0 3 00010000 50
5:00 0 6 30000000000 9 17:00 0 33 14 0 2 00000000 49
5:15 0 5 60100000000 12 17:15 0 48 90 2 00000000 59
5:30 0 12 90000000000 21 17:30 1 45 18 0 3 00000000 67
5:45 0 20 15 0 0 0 0 0 0 0 0 0 0 35 17:45 0 42 16 0 1 00000000 596:00 0 16 50010000000 22 18:00 0 32 40 1 00000000 37 6:15 0 26 14 0 1 1 0 0 1 0 0 0 0 43 18:15 0 33 90 0 00000000 42 6:30 0 6 12 0 0 1 0000000 19 18:30 0 34 50 0 00000000 39 6:45 0 6 70500000000 18 18:45 0 25 80 0 00000000 337:00 0 9 60510 000000 21 19:00 0 17 90 0 00000000 26 7:15 0 14 61210000000 24 19:15 0 31 90 2 00000000 42
7:30 0 10 60020000000 18 19:30 0 22 80 0 00000000 30
7:45 0 13 10 0 5 0 0 0 1 0 0 0 0 29 19:45 0 25 10 0 0 00000000 358:00 0 22 70100000000 30 20:00 0 19 70 0 00000000 26 8:15 0 46 18 0 1 0 0 0 0 0 0 0 0 65 20:15 0 21 70 0 00000000 288:30 0 29 20 0 6 2 0 0 0 0 0 0 0 57 20:30 0 21 80 0 00000000 29 8:45 0 25 70500000000 37 20:45 0 21 10 0 0 00000000 31
9:00 0 13 10 0 3 0 0 0 1 0 0 0 0 27 21:00 0 9 70 0 00000000 16 9:15 0 20 10 0 2 0 0 0 0 0 0 0 0 32 21:15 0 30 60 0 00000000 369:30 0 16 50100000000 22 21:30 0 8 60 0 00000000 14 9:45 0 17 60110000000 25 21:45 0 8 60 0 00000000 14
10:00 0 8 10 0 0 0 0 0 0 0 0 0 0 18 22:00 0 11 20 0 00000000 13 10:15 0 6 40300010000 14 22:15 0 8 30 0 00000000 11
10:30 0 19 60010000000 26 22:30 0 6 20 0 00000000 8
10:45 0 10 11 0 1 0 0 0 0 0 0 0 0 22 22:45 0 10 20 0 00000000 12 11:00 0 15 11 0 2 0 0 0 0 0 0 0 0 28 23:00 0 3 30 0 00000000 6 11:15 0 19 11 0 3 0 0 0 1 0 0 0 0 34 23:15 0 5 30 0 00000000 8 11:30 0 8 50200000000 15 23:30 0 4 20 0 00000000 6
11:45 0 15 70200010000 25 23:45 0 3 30 0 00000000 6
TOTAL 0 457 266 1 52 11 0 0 6 0 0 0 0 793 TOTAL 1 1,170 421 2 62 3 0 0 7 0 0 0 0 1,666 AM PEAK HOUR 8:00 AM PM PEAK HOUR 3:15 PMAM PEAK VOLUME 189 PM PEAK VOLUME 294 CLASS 1 Class 1 — Motorcycles CLASS 8 3 to 4 Axles, Single Trailer TOTAL: AM+PM 1 1,627 687 3 114 14 0 0 13 0 0 0 0 2,459CLASS 2 Passenger Cars CLASS 9 5 Axles, Single Trailer % OF TOTAL 0.0% 66.2% 27.9% 0.1% 4.6% 0.6% 0.0% 0.0% 0.5% 0.0% 0.0% 0.0% 0.0% 100.0% CLASS 3 2 Axles, 4-Tire Single Units CLASS 10 6 or More Axles, Single TrailerCLASS 4 Buses CLASS 11 5 or Less Axles, Multi-Trailers Class 1 2 3 4 5 6 7 8 9 10 11 12 13 CLASS 5 2 Axles, 6-Tire Single Units CLASS 12 6 Axles, Multi-TrailersCLASS 6 3 Axles, Single Unit CLASS 13 7 or More Axles, Multi-Trailers TOTAL: ALL 5 3,618 1,169 9 227 30 0 0 25 0 0 0 0 5,083CLASS 7 4 or More Axles, Single Unit % OF TOTAL 0.2% 147.1% 47.5% 0.4% 9.2% 1.2% 0.0% 0.0% 1.0% 0.0% 0.0% 0.0% 0.0% 100.0% 24-HOUR ROADWAY SEGMENT COUNTS (WITH FHWA CLASSIFICATION) PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Tuesday, November 16, 2021

Page 260 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 436 of 2236 DATE: CITY: Indio
JOB #: SC LOCATION: CLASS1 Jefferson between Ave 38 and Ave 39

AM SOUTHBOUND PM SOUTHBOUND
TIME 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL Time 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL 0:00 0 3 00000000000 3 12:00 0 27 10 0 410000000 42
0:15 0 1 10000000000 2 12:15 0 18 60 200010000 27
0:30 0 1 10000000000 2 12:30 0 26 11 0 100000000 38
0:45 0 1 00000000000 1 12:45 0 26 70 000000000 33
1:00 0 1 00000000000 1 13:00 0 17 50 000000000 22
1:15 0 1 00000000000 1 13:15 0 18 10 0 000000000 28
1:30 0 0 20000000000 2 13:30 0 28 70 100010000 37
1:45 0 3 00000000000 3 13:45 0 21 20 300010000 27
2:00 0 2 00000000000 2 14:00 0 23 10 0 010000000 34
2:15 0 1 00000000000 1 14:15 0 17 13 0 100000000 31
2:30 0 1 10000000000 2 14:30 0 40 11 0 100000000 52
2:45 0 2 00000000000 2 14:45 0 31 50 300000000 39
3:00 0 0 01000000000 1 15:00 0 36 80 400000000 48
3:15 0 1 00000000000 1 15:15 0 38 10 0 300000000 51
3:30 0 1 10000000000 2 15:30 0 66 11 0 800000000 85
3:45 0 5 30000000000 8 15:45 0 40 70 100000000 48
4:00 0 3 00100000000 4 16:00 0 26 70 100000000 34
4:15 0 3 10000000000 4 16:15 0 28 11 0 000000000 39
4:30 0 7 40100000000 12 16:30 1 36 11 0 100000000 49
4:45 0 9 30010000000 13 16:45 0 28 80 400000000 40
5:00 0 4 60000000000 10 17:00 0 41 50 100000000 47
5:15 0 10 10100000000 12 17:15 0 30 20 000000000 32
5:30 0 13 80100000000 22 17:30 1 52 70 000000000 60
5:45 0 19 80300000000 30 17:45 0 42 20 100000000 45
6:00 0 15 70300000000 25 18:00 0 24 40 000000000 28
6:15 0 24 11 0 7 1 0 0 2 0 0 0 0 45 18:15 0 23 40 000000000 27 6:30 0 31 8 0 14 0 0 0 0 0 0 0 0 53 18:30 0 23 50 100000000 29 6:45 0 33 70200010000 43 18:45 0 13 30 000000000 16
7:00 1 48 80210000000 60 19:00 0 18 10 000000000 19
7:15 0 68 10 0 1 0 0 0 0 0 0 0 0 79 19:15 0 26 10 000000000 27 7:30 1 74 15 2 3 1 0 0 0 0 0 0 0 96 19:30 0 15 10 000000000 16 7:45 0 53 60410010000 65 19:45 0 11 30 000000000 14
8:00 0 86 19 2 0 2 0 0 1 0 0 0 0 110 20:00 0 12 30 000000000 15 8:15 0 90 22 0 3 0 0 0 0 0 0 0 0 115 20:15 0 10 00 000000000 10 8:30 0 38 11 1 2 2 0 0 0 0 0 0 0 54 20:30 0 12 30 000000000 15 8:45 0 40 13 0 0 0 0 0 0 0 0 0 0 53 20:45 0 19 30 000000000 22 9:00 0 31 60400000000 41 21:00 0 8 20 000000000 10
9:15 0 25 11 0 1 1 0 0 0 0 0 0 0 38 21:15 0 8 20 000000000 10 9:30 0 25 60210010000 35 21:30 0 12 30 000000000 15
9:45 0 29 50110000000 36 21:45 0 4 10 000000000 5
10:00 0 25 70300000000 35 22:00 0 4 30 000000000 7
10:15 0 29 60100000000 36 22:15 0 4 00 100000000 5
10:30 0 14 70210000000 24 22:30 0 2 00 000000000 2
10:45 0 23 50300010000 32 22:45 0 2 10 000000000 3
11:00 0 15 60300000000 24 23:00 0 2 00 000000000 2
11:15 0 26 40200010000 33 23:15 0 5 00 000000000 5
11:30 0 22 90000010000 32 23:30 0 2 10 000000000 3
11:45 0 18 30110000000 23 23:45 0 3 00 000000000 3
TOTAL 2 974 252 6 71 14 0 0 9 0 0 0 0 1,328 TOTAL 2 1,017 230 0 42 2 0 0 3 0 0 0 0 1,296 AM PEAK HOUR 7:30 AM PM PEAK HOUR 3:00 PMAM PEAK VOLUME 386 PM PEAK VOLUME 232 CLASS 1 Class 1 — Motorcycles CLASS 8 3 to 4 Axles, Single Trailer TOTAL: AM+PM 4 1,991 482 6 113 16 0 0 12 0 0 0 0 2,624 CLASS 2 Passenger Cars CLASS 9 5 Axles, Single Trailer % OF TOTAL 0.2% 75.9% 18.4% 0.2% 4.3% 0.6% 0.0% 0.0% 0.5% 0.0% 0.0% 0.0% 0.0% 100.0% CLASS 3 2 Axles, 4-Tire Single Units CLASS 10 6 or More Axles, Single TrailerCLASS 4 Buses CLASS 11 5 or Less Axles, Multi-Trailers Class 1 2 3 4 5 6 7 8 9 10 11 12 13 CLASS 5 2 Axles, 6-Tire Single Units CLASS 12 6 Axles, Multi-TrailersCLASS 6 3 Axles, Single Unit CLASS 13 7 or More Axles, Multi-TrailersCLASS 7 4 or More Axles, Single Unit 24-HOUR ROADWAY SEGMENT COUNTS (WITH FHWA CLASSIFICATION) PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Tuesday, November 16, 2021

Page 261 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 437 of 2236 A816
DATE: CITY: Indio
JOB #: SC LOCATION: CLASS2 Jefferson between Ave 39 and Shadow Hills Highschool Driveway

AM NORTHBOUND PM NORTHBOUND
TIME 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL Time 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL 0:00 0 3 30000000000 6 12:00 0 27 80 1 10000000 37
0:15 0 5 10000000000 6 12:15 0 26 13 0 2 00000000 41
0:30 0 5 10000000000 6 12:30 0 22 13 0 0 00000000 35
0:45 0 4 20000000000 6 12:45 0 29 14 0 2 00010000 46
1:00 0 1 10000000000 2 13:00 0 28 17 0 1 00020000 48
1:15 0 1 00000000000 1 13:15 0 25 14 0 3 10000000 43
1:30 0 1 20000000000 3 13:30 0 39 18 0 0 00000000 57
1:45 0 1 00000000000 1 13:45 0 42 10 2 4 00000000 58
2:00 0 1 00000000000 1 14:00 0 24 16 0 5 00000000 45
2:15 0 2 00000000000 2 14:15 0 33 10 0 4 00000000 47
2:30 0 1 00000000000 1 14:30 0 43 17 0 4 00000000 64
2:45 0 1 00000000000 1 14:45 0 74 13 1 12 00010000 101
3:00 0 1 20000000000 3 15:00 0 92 15 3 3 20010000 116
3:15 1 2 00000000000 3 15:15 0 95 33 4 8 00010000 141
3:30 0 0 20000000000 2 15:30 0 106 14 4 6 00000000 130
3:45 0 2 00000000000 2 15:45 0 78 28 1 0 00000000 107
4:00 0 1 10000000000 2 16:00 0 65 17 2 6 00010000 91
4:15 0 0 10000000000 1 16:15 0 47 20 2 1 00000000 70
4:30 0 2 10000000000 3 16:30 0 51 22 0 6 00100000 80
4:45 0 3 60000000000 9 16:45 0 39 20 0 3 00010000 63
5:00 0 9 40000000000 13 17:00 0 41 17 0 2 00000000 60
5:15 0 8 70100000000 16 17:15 0 63 18 0 2 00000000 835:30 0 15 90000000000 24 17:30 1 69 22 0 3 00000000 95 5:45 0 20 16 0 0 0 0 0 0 0 0 0 0 36 17:45 0 60 17 0 2 00000000 79 6:00 0 21 60020000000 29 18:00 0 43 70 1 00000000 516:15 0 31 17 0 2 1 0 0 1 0 0 0 0 52 18:15 0 47 10 0 0 00000000 57 6:30 0 19 18 0 0 1 0010000 39 18:30 0 43 71 0 00000000 51 6:45 0 13 80500000000 26 18:45 0 30 90 0 00000000 397:00 1 13 10 0 5 2 0 000000 31 19:00 0 20 11 0 0 00000000 31 7:15 0 23 90200000000 34 19:15 0 35 10 0 2 00000000 47
7:30 0 31 13 0 0 2 0 0 0 0 0 0 0 46 19:30 0 26 90 0 00000000 35 7:45 0 62 19 1 7 0 0 0 1 0 0 0 0 90 19:45 0 25 10 0 0 00000000 358:00 0 87 22 0 2 0 0 0 0 0 0 0 0 111 20:00 0 22 10 0 0 00000000 32 8:15 0 147 31 1 4 1 0 0 0 0 0 0 0 184 20:15 0 22 70 0 00000000 298:30 0 99 25 7 4 2 0 0 0 0 0 0 0 137 20:30 0 28 11 1 0 00000000 40 8:45 0 62 21 1 4 0 0 0 0 0 0 0 0 88 20:45 0 28 15 0 0 00000000 43 9:00 0 26 16 0 4 0 0 0 1 0 0 0 0 47 21:00 0 28 11 0 0 00000000 39 9:15 0 30 15 0 4 0 0 0 0 0 0 0 0 49 21:15 0 35 70 0 00000000 429:30 0 23 60200000000 31 21:30 0 16 60 0 00000000 22 9:45 0 24 11 0 1 1 0 0 0 0 0 0 0 37 21:45 0 6 70 0 00000000 13 10:00 0 18 13 0 0 0 0 0 0 0 0 0 0 31 22:00 0 14 20 0 00000000 16 10:15 0 11 90200010000 23 22:15 0 10 40 0 00000000 14
10:30 0 25 10 0 1 1 0 0 0 0 0 0 0 37 22:30 0 6 20 0 00000000 8 10:45 0 19 13 0 1 0 0 0 0 0 0 0 0 33 22:45 0 10 30 0 00000000 13 11:00 0 22 13 0 2 0 0 0 0 0 0 0 0 37 23:00 0 4 30 0 00000000 7 11:15 0 30 15 0 3 0 0 0 1 0 0 0 0 49 23:15 0 6 30 0 00000000 9 11:30 0 17 81300000000 29 23:30 0 4 20 0 00000000 6
11:45 0 26 70200010000 36 23:45 0 5 30 0 00000000 8
TOTAL 2 968 394 11 61 13 0 0 7 0 0 0 0 1,456 TOTAL 1 1,731 575 21 83 4 0 1 8 0 0 0 0 2,424 AM PEAK HOUR 7:45 AM PM PEAK HOUR 3:00 PMAM PEAK VOLUME 522 PM PEAK VOLUME 494 CLASS 1 Class 1 — Motorcycles CLASS 8 3 to 4 Axles, Single Trailer TOTAL: AM+PM 3 2,699 969 32 144 17 0 1 15 0 0 0 0 3,880CLASS 2 Passenger Cars CLASS 9 5 Axles, Single Trailer % OF TOTAL 0.1% 69.6% 25.0% 0.8% 3.7% 0.4% 0.0% 0.0% 0.4% 0.0% 0.0% 0.0% 0.0% 100.0% CLASS 3 2 Axles, 4-Tire Single Units CLASS 10 6 or More Axles, Single TrailerCLASS 4 Buses CLASS 11 5 or Less Axles, Multi-Trailers Class 1 2 3 4 5 6 7 8 9 10 11 12 13 CLASS 5 2 Axles, 6-Tire Single Units CLASS 12 6 Axles, Multi-TrailersCLASS 6 3 Axles, Single Unit CLASS 13 7 or More Axles, Multi-Trailers TOTAL: ALL 9 5,632 1,668 66 290 31 0 1 28 0 0 0 0 7,725CLASS 7 4 or More Axles, Single Unit % OF TOTAL 0.2% 145.2% 43.0% 1.7% 7.5% 0.8% 0.0% 0.0% 0.7% 0.0% 0.0% 0.0% 0.0% 100.0% 24-HOUR ROADWAY SEGMENT COUNTS (WITH FHWA CLASSIFICATION) PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Tuesday, November 16, 2021

Page 262 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 438 of 2236 DATE: CITY: Indio
JOB #: SC LOCATION: CLASS2 Jefferson between Ave 39 and Shadow Hills Highschool Driveway

AM SOUTHBOUND PM SOUTHBOUND
TIME 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL Time 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL 0:00 0 3 00000000000 3 12:00 0 35 10 1 410000000 51
0:15 0 1 00000000000 1 12:15 0 27 90 200010000 39
0:30 0 2 10000000000 3 12:30 0 32 12 0 100000000 45
0:45 0 1 00000000000 1 12:45 0 34 80 000000000 42
1:00 0 1 00000000000 1 13:00 0 22 50 100010000 29
1:15 0 1 00000000000 1 13:15 0 27 13 0 000000000 40
1:30 0 0 20000000000 2 13:30 0 40 17 0 200010000 60
1:45 0 4 00000000000 4 13:45 0 33 30 300010000 40
2:00 0 3 10000000000 4 14:00 0 29 11 0 010000000 41
2:15 0 1 00000000000 1 14:15 0 24 15 0 200000000 41
2:30 0 1 10000000000 2 14:30 0 43 13 0 100000000 57
2:45 0 2 00000000000 2 14:45 0 37 60 300000000 46
3:00 0 0 01000000000 1 15:00 0 47 10 0 400000000 61
3:15 0 2 00000000000 2 15:15 0 54 15 0 400000000 73
3:30 0 1 10000000000 2 15:30 0 152 18 7 900000000 186
3:45 0 5 30000000000 8 15:45 1 95 13 5 100000000 115
4:00 0 3 00100000000 4 16:00 0 64 18 1 200000000 85
4:15 0 4 20000000000 6 16:15 0 49 17 0 000000000 66
4:30 0 7 40100000000 12 16:30 1 52 18 0 100000000 72
4:45 1 9 50010000000 16 16:45 0 46 15 0 400000000 65
5:00 0 6 70000000000 13 17:00 0 54 82 200000000 66
5:15 0 13 10200000000 16 17:15 0 52 70 000000000 59
5:30 0 15 80100000000 24 17:30 1 72 15 0 000000000 88
5:45 0 20 90300000000 32 17:45 0 56 80 100000000 65
6:00 0 16 70300000000 26 18:00 0 32 70 000000000 39
6:15 0 25 13 0 8 0 0 0 2 0 0 0 0 48 18:15 0 33 40 100000000 38 6:30 0 35 9 0 16 0 0 0 0 0 0 0 0 60 18:30 0 30 80 100000000 39 6:45 0 37 90700010000 54 18:45 0 17 30 000000000 20
7:00 1 54 11 0 3 1 0 0 0 0 0 0 0 70 19:00 0 23 20 000000000 25 7:15 0 72 14 0 1 0 0 0 1 0 0 0 0 88 19:15 0 29 10 000000000 30 7:30 1 84 20 2 3 0 0 0 0 0 0 0 0 110 19:30 0 17 30 000000000 20 7:45 0 81 80510010000 96 19:45 0 13 40 000000000 17
8:00 0 125 31 3 0 2 0 0 1 0 0 0 0 162 20:00 0 15 40 000000000 19 8:15 0 182 32 0 6 0 0 0 0 0 0 0 0 220 20:15 0 11 10 000000000 12 8:30 0 129 20 10 5 1 0 0 0 0 0 0 0 165 20:30 0 15 41 000000000 20 8:45 0 90 21 1 3 1 0 0 0 0 0 0 0 116 20:45 0 19 30 000000000 22 9:00 0 49 12 0 5 0 0 0 0 0 0 0 0 66 21:00 0 10 40 000000000 14 9:15 0 32 11 0 1 1 0 0 0 0 0 0 0 45 21:15 0 39 80 000000000 47 9:30 0 31 80310010000 44 21:30 0 25 70 000000000 32
9:45 0 35 80210000000 46 21:45 0 4 10 000000000 5
10:00 0 33 90300000000 45 22:00 0 6 40 000000000 10
10:15 0 32 90200000000 43 22:15 0 6 10 000000000 7
10:30 0 17 10 0 3 1 0 0 0 0 0 0 0 31 22:30 0 2 00 000000000 2 10:45 0 29 70400010000 41 22:45 0 2 10 000000000 3
11:00 0 19 90300000000 31 23:00 0 2 00 000000000 2
11:15 0 31 60200000000 39 23:15 0 5 00 000000000 5
11:30 0 25 11 0 0 0 0 0 1 0 0 0 0 37 23:30 0 3 20 000000000 5 11:45 0 26 30110000000 31 23:45 0 5 00 000000000 5
TOTAL 3 1,394 343 17 97 12 0 0 9 0 0 0 0 1,875 TOTAL 3 1,539 356 17 49 2 0 0 4 0 0 0 0 1,970 AM PEAK HOUR 8:00 AM PM PEAK HOUR 3:15 PMAM PEAK VOLUME 663 PM PEAK VOLUME 459 CLASS 1 Class 1 — Motorcycles CLASS 8 3 to 4 Axles, Single Trailer TOTAL: AM+PM 6 2,933 699 34 146 14 0 0 13 0 0 0 0 3,845 CLASS 2 Passenger Cars CLASS 9 5 Axles, Single Trailer % OF TOTAL 0.2% 76.3% 18.2% 0.9% 3.8% 0.4% 0.0% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 100.0% CLASS 3 2 Axles, 4-Tire Single Units CLASS 10 6 or More Axles, Single TrailerCLASS 4 Buses CLASS 11 5 or Less Axles, Multi-Trailers Class 1 2 3 4 5 6 7 8 9 10 11 12 13 CLASS 5 2 Axles, 6-Tire Single Units CLASS 12 6 Axles, Multi-TrailersCLASS 6 3 Axles, Single Unit CLASS 13 7 or More Axles, Multi-TrailersCLASS 7 4 or More Axles, Single Unit 24-HOUR ROADWAY SEGMENT COUNTS (WITH FHWA CLASSIFICATION) PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Tuesday, November 16, 2021

Page 263 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 439 of 2236 A42621
DATE: CITY# IndioJOB #: SC CLASS3 Jefferson noth of 40th

AM NORTHBOUND PM NORTHBOUND
TIME 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL Time 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL 0:00 0 1 00000000000 1 12:00 0 25 50 2 00000000 32
0:15 0 2 20000000000 4 12:15 0 19 80 5 10000000 330:30 0 3 10000000000 4 12:30 0 31 70 3 10010000 430:45 0 2 10000000000 3 12:45 0 33 71 0 00000000 411:00 0 1 10000000000 2 13:00 0 31 60 2 00000000 391:15 0 2 00000000000 2 13:15 0 25 80 3 00000000 361:30 0 2 10000000000 3 13:30 0 28 70 2 00020000 391:45 0 2 00000000000 2 13:45 0 37 71 3 00000000 482:00 0 1 10000000000 2 14:00 0 34 10 0 1 10000000 462:15 0 3 00000000000 3 14:15 0 36 90 5 10000000 512:30 0 1 00000000000 1 14:30 0 48 12 1 5 01000000 672:45 0 0 00000000000 0 14:45 0 83 13 0 4 00010000 101 3:00 0 1 00000000000 1 15:00 0 113 10 5 6 00000000 134
3:15 0 0 00000000000 0 15:15 0 154 18 2 4 10010000 180
3:30 0 1 00000000000 1 15:30 0 153 19 3 3 00000000 178
3:45 0 0 10000000000 1 15:45 0 121 14 4 5 00110000 146
4:00 0 1 00100000000 2 16:00 0 105 18 0 2 00000000 125
4:15 0 0 00100000000 1 16:15 1 92 15 2 3 00000000 113
4:30 0 2 20000000000 4 16:30 0 91 15 0 1 00010000 108
4:45 0 9 40000000000 13 16:45 0 80 24 0 3 00000000 107
5:00 0 12 80000000000 20 17:00 0 79 13 0 3 00000000 95
5:15 0 11 80000000000 19 17:15 0 107 19 0 1 00000000 1275:30 0 15 10 0 0 1 0 0 0 0 0 0 0 26 17:30 0 87 14 0 1 00000000 102 5:45 0 28 14 0 2 2 0 0 0 0 0 0 0 46 17:45 0 73 16 0 3 00000000 92 6:00 0 23 10 0 0 0 0 0 0 0 0 0 0 33 18:00 0 64 11 0 0 00000000 75 6:15 0 34 11 0 0 1 0 0 0 0 0 0 0 46 18:15 0 63 15 0 0 00000000 78 6:30 0 30 9 0 15 0 0 0 1 0 0 0 0 55 18:30 0 59 11 0 1 10000000 72 6:45 0 38 50700010000 51 18:45 0 41 90 2 00000000 52
7:00 0 24 40320000000 33 19:00 0 50 11 0 0 00000000 61
7:15 0 54 70100000000 62 19:15 1 37 12 0 0 00000000 50
7:30 0 76 16 0 1 1 0 0 0 0 0 0 0 94 19:30 0 39 60 0 00000000 45 7:45 1 143 26 1 5 0 0 0 0 0 0 0 0 176 19:45 0 32 80 1 00000000 418:00 0 208 38 0 3 0 0 1 0 0 0 0 0 250 20:00 0 17 10 0 0 00000000 278:15 0 242 34 4 2 3 0 0 0 0 0 0 0 285 20:15 0 26 20 0 00000000 28 8:30 0 94 75200000000 108 20:30 0 20 40 0 00000000 248:45 1 61 20 0 1 1 0 0 0 0 0 0 0 84 20:45 0 25 50 0 00000000 30 9:00 0 44 70200000000 53 21:00 0 23 60 0 00000000 29
9:15 0 45 70100000000 53 21:15 0 30 50 0 00000000 35
9:30 0 21 50100010000 28 21:30 0 14 10 0 00000000 15
9:45 0 27 40220000000 35 21:45 0 21 60 0 00000000 27
10:00 0 35 90300000000 47 22:00 0 13 60 0 00000000 19
10:15 0 28 20400000000 34 22:15 0 9 20 0 00000000 11
10:30 0 28 40400000000 36 22:30 0 18 11 0 00000000 20
10:45 0 22 70510000100 36 22:45 0 11 40 0 00000000 15
11:00 0 13 60300000000 22 23:00 0 7 70 0 00000000 14
11:15 0 33 30100000000 37 23:15 0 8 20 0 00000000 10
11:30 0 28 20210000000 33 23:30 0 3 11 0 00000000 5
11:45 0 18 30110000100 24 23:45 0 1 10 0 00000000 2
TOTAL 2 1,469 300 10 73 16 0 1 3 0 2 0 0 1,876 TOTAL 2 2,316 440 21 74 6 1 1 7 0 0 0 0 2,868 AM PEAK HOUR 7:45 AM PM PEAK HOUR 3:00 PM
AM PEAK VOLUME 819 PM PEAK VOLUME 638
CLASS 1 Class 1 — Motorcycles CLASS 8 3 to 4 Axles, Single Trailer TOTAL: AM+PM 4 3,785 740 31 147 22 1 2 10 0 2 0 0 4,744 CLASS 2 Passenger Cars CLASS 9 5 Axles, Single Trailer % OF TOTAL 0.1% 79.8% 15.6% 0.7% 3.1% 0.5% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 100.0% CLASS 3 2 Axles, 4-Tire Single Units CLASS 10 6 or More Axles, Single TrailerCLASS 4 Buses CLASS 11 5 or Less Axles, Multi-Trailers Class 1 2 3 4 5 6 7 8 9 10 11 12 13 CLASS 5 2 Axles, 6-Tire Single Units CLASS 12 6 Axles, Multi-Trailers CLASS 6 3 Axles, Single Unit CLASS 13 7 or More Axles, Multi-Trailers TOTAL: ALL 8 7,166 2,009 64 267 46 1 2 23 0 3 0 0 9,589 CLASS 7 4 or More Axles, Single Unit % OF TOTAL 0.1% 74.7% 21.0% 0.7% 2.8% 0.5% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 100.0% Tuesday, November 16, 2021
24-HOUR ROADWAY SEGMENT COUNTS (WITH FHWA CLASSIFICATION) PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 440 of 2236 DATE: CITY# Indio
JOB #: SC CLASS3 Jefferson noth of 40th

AM SOUTHBOUND PM SOUTHBOUND
TIME 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL Time 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL 0:00 0 1 100 00000 000 2 12:00 0 20 80 100 0 00000 290:15 0 1 00000000000 1 12:15 0 15 90 110000000 260:30 0 0 20000000000 2 12:30 0 30 50 610000000 420:45 0 1 10000000000 2 12:45 0 25 12 0 410010000 431:00 0 0 10000000000 1 13:00 0 33 11 0 010000000 451:15 0 2 10000000000 3 13:15 0 28 12 1 000000000 411:30 0 0 10000000000 1 13:30 0 34 14 0 200000000 501:45 0 1 00000000000 1 13:45 0 20 14 0 200000000 362:00 0 2 10000000000 3 14:00 0 21 17 1 120010000 432:15 0 0 10000000000 1 14:15 1 23 14 0 210000000 41 2:30 0 0 00000000000 0 14:30 0 38 18 0 410000000 61
2:45 001 0000000000 1 14:45 0 51 20 0 110000000 73
3:00 0 1 10000000000 2 15:00 0 43 11 1 200010000 58
3:15 0 1 10000000000 2 15:15 0 56 17 0 310000000 77
3:30 002 0000000000 2 15:30 0 127 43 0 100000000 171
3:45 0 6 30000000000 9 15:45 0 95 40 8 500000000 148
4:00 0 1 30000010000 5 16:00 0 104 36 1 300000000 144
4:15 02 10000000000 3 16:15 0 101 23 0 300000000 1274:30 0 5 400000000 00 9 16:30 0 69 27 0 300000000 99 4:45 0 9 60000000000 15 16:45 0 76 22 0 100000000 99
5:00 0 9 50100000100 16 17:00 0 84 23 0 410000000 112
5:15 0 13 12 0 0 0 0 0 0 0 0 0 0 25 17:15 0 65 19 0 000010000 85 5:30 0 10 11 0 0 0 0 0 0 0 0 0 0 21 17:30 0 69 20 0 000000000 89 5:45 0 13 14 0 5 0 0 0 0 0 0 0 0 32 17:45 0 55 17 0 00000000 0 72 6:00 0 7 24 0 5 1 0 0 0 0 0 00 37 18:00 0 45 15 0 000000000 60 6:15 0 20 16 1 1 1 0 0 0 0 0 0 0 39 18:15 1 27 25 0 000000000 53 6:30 0 38 32 0 7 0 0 0 0 0 0 0 0 77 18:30 1 56 17 0 100000000 75 6:45 0 41 21 0 6 0 0 0 0 0 0 0 0 68 18:45 0 58 18 0 000000000 76 7:00 0 55 27 0 3 0 0 0 1 0 0 0 0 86 19:00 0 38 13 0 020000000 53 7:15 0 75 33 0 1 0 0 0 1 0 0 0 0 110 19:15 0 34 12 0 100000000 47 7:30 0 91 30 2 4 0 0 0 1 0 0 0 0 128 19:30 0 25 90 000000000 34 7:45 0 107 41 0 4 1 0 0 0 0 0 0 0 153 19:45 0 18 90 100000000 28 8:00 0 174 51 2 0 0 0 0 1 0 0 0 0 228 20:00 0 25 50 000000000 30 8:15 0 201 57 1 2 0 0 0 0 0 0 0 0 261 20:15 0 30 10 1 000000000 41 8:30 0 214 55 10 11 1 0 0 0 0 0 0 0 291 20:30 0 31 80 100000000 40 8:45 0 109 22 2 2 0 0 0 0 0 0 0 0 135 20:45 0 24 40 000000000 28 9:00 0 55 20 0 2 1 0 0 0 0 0 0 0 78 21:00 0 19 81 000000000 28 9:15 0 33 16 0 0 0 0 0 0 0 0 0 0 49 21:15 0 23 14 0 000000000 37 9:30 0 37 15 0 2 0 0 0 0 0 0 0 0 54 21:30 0 17 60 000000000 23 9:45 0 36 13 0 2 0 0 0 1 0 0 0 0 52 21:45 0 7 30 000000000 10 10:00 0 27 12 0 2 2 0 0 0 0 0 0 0 43 22:00 0 5 30 000000000 8 10:15 0 37 70200000000 46 22:15 0 8 10 000000000 9
10:30 1 28 12 0 1 1 0 0 0 0 0 0 0 43 22:30 0 7 40 000000000 11 10:45 0 30 80210000000 41 22:45 0 3 31 000000000 7
11:00 0 26 80010010000 36 23:00 0 3 20 000000000 5
11:15 0 29 90100000000 39 23:15 0 1 30 000000000 4
11:30 0 21 90110000000 32 23:30 0 5 20 000000000 7
11:45 0 19 11 0 0 0 0 0 2 0 0 0 0 32 23:45 0 2 10 000000000 3 TOTAL 1 1,588 622 18 67 11 0 0 9 0 1 0 0 2,317 TOTAL 3 1,793 647 15 53 13 0 0 4 0 0 0 0 2,528 AM PEAK HOUR 7:45 AM PM PEAK HOUR 3:30 PM
AM PEAK VOLUME 933 PM PEAK VOLUME 590
CLASS 1 Class 1 — Motorcycles CLASS 8 3 to 4 Axles, Single Trailer TOTAL: AM+PM 4 3,381 1,269 33 120 24 0 0 13 0 1 0 0 4,845 CLASS 2 Passenger Cars CLASS 9 5 Axles, Single Trailer % OF TOTAL 0.1% 69.8% 26.2% 0.7% 2.5% 0.5% 0.0% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 100.0% CLASS 3 2 Axles, 4-Tire Single Units CLASS 10 6 or More Axles, Single Trailer CLASS 4 Buses CLASS 11 5 or Less Axles, Multi-Trailers Class 1 2 3 4 5 6 7 8 9 10 11 12 13 CLASS 5 2 Axles, 6-Tire Single Units CLASS 12 6 Axles, Multi-Trailers CLASS 6 3 Axles, Single Unit CLASS 13 7 or More Axles, Multi-Trailers CLASS 7 4 or More Axles, Single Unit
24-HOUR ROADWAY SEGMENT COUNTS (WITH FHWA CLASSIFICATION) PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Tuesday, November 16, 2021

Page 265 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 441 of 2236 A42621
DATE: CITY# IndioJOB #: SC CLASS4 Jefferson south of 40th

AM NORTHBOUND PM NORTHBOUND
TIME 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL Time 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL 0:00 0 2 00000000000 2 12:00 0 51 50 4 30000000 63
0:15 0 2 20000000000 4 12:15 1 59 12 0 4 30000000 790:30 0 3 10000000000 4 12:30 0 54 80 4 20010000 690:45 0 4 10000000000 5 12:45 0 69 13 1 1 00000000 841:00 0 0 20000000000 2 13:00 1 59 13 0 2 10000000 761:15 0 2 20000000000 4 13:15 0 47 13 0 3 00000000 631:30 0 2 10000000000 3 13:30 0 57 17 1 2 10020000 801:45 0 2 00000000000 2 13:45 0 56 13 0 4 10000000 742:00 0 1 10000000000 2 14:00 0 52 19 0 1 00000000 722:15 0 2 00000000000 2 14:15 0 61 12 0 5 20010000 812:30 0 2 00000000000 2 14:30 0 78 17 1 7 01000000 104 2:45 0 1 20000000000 3 14:45 0 108 16 0 6 00010000 131
3:00 0 1 00000000000 1 15:00 0 106 12 5 10 20000000 135 3:15 0 0 10000000000 1 15:15 0 148 18 2 7 10010000 177
3:30 0 2 00100000000 3 15:30 0 149 21 3 6 00000000 179
3:45 0 0 10000000000 1 15:45 0 142 20 4 9 00110000 177
4:00 0 2 10100000000 4 16:00 0 129 23 0 4 10000000 157
4:15 0 2 10100000000 4 16:15 1 119 13 2 2 00000000 137
4:30 0 4 40000000000 8 16:30 0 121 16 0 2 00010000 140
4:45 0 10 30000000000 13 16:45 0 102 18 0 5 20000000 127 5:00 0 12 70000000000 19 17:00 0 102 13 0 3 10000000 119 5:15 0 13 90000000000 22 17:15 0 117 19 0 2 00000000 1385:30 0 21 80010000000 30 17:30 0 108 10 0 2 00000000 120 5:45 0 27 17 0 2 2 0 0 0 0 0 0 0 48 17:45 0 88 12 0 3 00000000 103 6:00 0 35 13 0 0 0 0 0 0 0 0 0 0 48 18:00 0 62 11 0 0 00000000 73 6:15 0 51 15 0 0 2 0 0 0 0 0 0 0 68 18:15 0 71 15 0 1 00000000 87 6:30 0 42 80310010000 55 18:30 0 71 15 0 1 00000000 87
6:45 0 64 10 1 4 2 0 0 1 0 0 0 0 82 18:45 0 47 10 0 2 00000000 59 7:00 0 31 13 1 6 1 0 0 0 0 0 0 0 52 19:00 0 65 14 0 1 00000000 80 7:15 0 59 10 0 2 0 0 0 0 0 0 0 0 71 19:15 1 48 11 0 0 00000000 60 7:30 0 71 14 0 3 0 0 0 0 0 0 0 0 88 19:30 0 54 60 0 00000000 60 7:45 0 128 23 1 6 0 0 0 0 0 0 0 0 158 19:45 0 39 80 1 00000000 488:00 0 153 28 1 3 2 0 0 0 0 0 0 0 187 20:00 0 21 12 0 0 00000000 338:15 0 190 31 4 1 1 0 0 0 0 0 0 0 227 20:15 0 40 30 0 00000000 43 8:30 0 82 95800000000 104 20:30 0 35 70 0 00000000 428:45 1 57 24 0 1 1 0 0 0 0 0 0 0 84 20:45 0 37 40 0 00000000 41 9:00 0 61 13 0 2 0 0 0 0 0 0 0 0 76 21:00 0 23 20 0 00000000 25 9:15 0 57 12 0 1 2 0 0 0 0 0 0 0 72 21:15 0 32 50 0 00000000 37 9:30 0 33 15 0 1 0 0 0 1 0 0 0 0 50 21:30 0 14 50 0 00000000 19 9:45 0 50 14 0 3 3 0 0 0 0 0 0 0 70 21:45 0 29 60 0 00000000 35 10:00 0 45 16 0 2 0 0 0 0 0 0 0 0 63 22:00 0 15 50 0 00000000 20 10:15 0 44 70220000000 55 22:15 0 12 60 0 00000000 18
10:30 0 43 11 0 4 0 0 0 0 0 0 0 0 58 22:30 0 18 11 0 00000000 20 10:45 0 53 16 0 0 1 0 0 0 0 1 0 0 71 22:45 0 12 30 1 00000000 16 11:00 0 36 13 0 3 1 0 0 0 0 0 0 0 53 23:00 0 8 80 0 00000000 16 11:15 0 59 90500000000 73 23:15 0 10 30 0 00000000 13
11:30 0 43 12 0 6 2 0 0 0 0 0 0 0 63 23:30 0 3 11 0 00000000 5 11:45 0 47 80240000100 62 23:45 0 2 10 1 00000000 4
TOTAL 1 1,651 408 13 73 28 0 0 3 0 2 0 0 2,179 TOTAL 4 2,950 515 21 106 20 1 1 8 0 0 0 0 3,626 AM PEAK HOUR 7:45 AM PM PEAK HOUR 3:15 PM
AM PEAK VOLUME 676 PM PEAK VOLUME 690
CLASS 1 Class 1 — Motorcycles CLASS 8 3 to 4 Axles, Single Trailer TOTAL: AM+PM 5 4,601 923 34 179 48 1 1 11 0 2 0 0 5,805 CLASS 2 Passenger Cars CLASS 9 5 Axles, Single Trailer % OF TOTAL 0.1% 79.3% 15.9% 0.6% 3.1% 0.8% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 100.0% CLASS 3 2 Axles, 4-Tire Single Units CLASS 10 6 or More Axles, Single TrailerCLASS 4 Buses CLASS 11 5 or Less Axles, Multi-Trailers Class 1 2 3 4 5 6 7 8 9 10 11 12 13 CLASS 5 2 Axles, 6-Tire Single Units CLASS 12 6 Axles, Multi-Trailers CLASS 6 3 Axles, Single Unit CLASS 13 7 or More Axles, Multi-Trailers TOTAL: ALL 8 8,635 2,405 68 362 93 1 1 24 0 3 0 0 11,600 CLASS 7 4 or More Axles, Single Unit % OF TOTAL 0.1% 74.4% 20.7% 0.6% 3.1% 0.8% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 100.0% Tuesday, November 16, 2021
24-HOUR ROADWAY SEGMENT COUNTS (WITH FHWA CLASSIFICATION) PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

Page 266 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 442 of 2236 DATE: CITY# Indio
JOB #: SC CLASS4 Jefferson south of 40th

AM SOUTHBOUND PM SOUTHBOUND
TIME 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL Time 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL 0:00 0 2 100 00000 000 3 12:00 0 51 16 0 300 0 00000 700:15 0 3 00000000000 3 12:15 0 40 13 0 110000000 550:30 0 1 20000000000 3 12:30 0 57 12 0 800000000 770:45 0 1 10000000000 2 12:45 0 47 20 0 610010000 751:00 0 0 10000000000 1 13:00 0 47 13 0 200000000 621:15 0 2 20000000000 4 13:15 1 56 19 1 310000000 811:30 0 0 10000000000 1 13:30 0 54 21 0 100000000 761:45 0 1 00000000000 1 13:45 0 32 21 0 200000000 552:00 0 2 10000000000 3 14:00 0 56 22 1 120010000 832:15 0 0 10000000000 1 14:15 1 49 17 0 410000000 72 2:30 0 0 00000000000 0 14:30 0 54 19 0 810000000 82
2:45 011 0000000000 2 14:45 0 59 23 0 310000000 86
3:00 0 1 20000000000 3 15:00 0 61 17 1 500010000 85
3:15 0 1 10100000000 3 15:15 0 80 23 0 420000000 1093:30 004 0000000000 4 15:30 0 124 41 0 100000000 166 3:45 0 6 10000000000 7 15:45 0 103 37 8 800000000 156
4:00 0 1 30000010000 5 16:00 0 118 33 1 300000000 155
4:15 03 20000000000 5 16:15 0 104 29 0 600000000 1394:30 0 6 700000000 00 13 16:30 0 81 33 0 300000000 117 4:45 0 10 50000000000 15 16:45 0 87 26 0 200000000 115
5:00 0 11 90100000100 22 17:00 0 97 23 0 400000000 124
5:15 0 17 70100000000 25 17:15 0 71 21 0 100010000 94
5:30 0 20 11 0 0 0 0 0 0 0 0 0 0 31 17:30 0 74 23 0 100000000 98 5:45 0 16 15 0 6 0 0 0 0 0 0 0 0 37 17:45 0 62 21 0 00000000 0 83 6:00 0 15 26 0 6 2 0 0 0 0 0 00 49 18:00 0 51 15 0 000000000 66 6:15 0 24 26 1 1 2 0 0 0 0 0 0 0 54 18:15 0 39 14 0 010000000 54 6:30 0 45 30 0 5 1 0 0 0 0 0 0 0 81 18:30 0 58 22 0 100000000 81 6:45 0 52 28 0 6 0 0 0 0 0 0 0 0 86 18:45 0 55 13 0 000000000 68 7:00 0 59 31 1 6 0 0 0 1 0 0 0 0 98 19:00 0 34 21 0 020000000 57 7:15 0 88 34 0 4 2 0 0 1 0 0 0 0 129 19:15 0 36 19 0 100000000 56 7:30 0 100 36 2 9 0 0 0 1 0 0 0 0 148 19:30 0 24 12 0 000000000 36 7:45 0 109 42 0 6 2 0 0 0 0 0 0 0 159 19:45 0 20 11 0 100000000 32 8:00 0 145 45 2 2 1 0 0 1 0 0 0 0 196 20:00 0 25 40 000000000 29 8:15 0 160 49 1 2 0 0 0 0 0 0 0 0 212 20:15 0 35 91 000000000 45 8:30 0 165 46 10 14 2 0 0 0 0 0 0 0 237 20:30 0 25 80 100000000 34 8:45 0 103 25 2 3 3 0 0 0 0 0 0 0 136 20:45 0 23 40 000000000 27 9:00 0 66 33 0 3 1 0 0 0 0 0 0 0 103 21:00 0 39 16 1 000000000 56 9:15 0 47 27 0 1 2 0 0 0 0 0 0 0 77 21:15 0 28 15 0 000000000 43 9:30 0 53 20 0 4 1 0 0 0 0 0 0 0 78 21:30 0 14 60 000000000 20 9:45 0 63 15 0 1 1 0 0 1 0 0 0 0 81 21:45 0 9 30 000000000 12 10:00 0 48 23 0 3 4 0 0 0 0 0 0 0 78 22:00 0 10 50 000000000 15 10:15 0 60 14 0 2 1 0 0 0 0 0 0 0 77 22:15 0 9 30 100000000 13 10:30 1 49 16 0 0 1 0 0 0 0 0 0 0 67 22:30 0 18 80 000000000 26 10:45 0 55 15 0 6 1 0 0 0 0 0 0 0 77 22:45 0 9 01 000000000 10 11:00 0 53 14 0 1 2 0 0 1 0 0 0 0 71 23:00 0 4 30 000000000 7 11:15 0 49 15 0 2 1 0 0 0 0 0 0 0 67 23:15 0 2 20 000000000 4 11:30 0 41 12 0 1 1 0 0 0 0 0 0 0 55 23:30 0 3 20 000000000 5 11:45 0 42 23 0 1 1 0 0 2 0 0 0 0 69 23:45 0 4 10 000000000 5 TOTAL 1 1,796 723 19 98 32 0 0 9 0 1 0 0 2,679 TOTAL 2 2,238 759 15 85 13 0 0 4 0 0 0 0 3,116 AM PEAK HOUR 7:45 AM PM PEAK HOUR 3:30 PM
AM PEAK VOLUME 804 PM PEAK VOLUME 616
CLASS 1 Class 1 — Motorcycles CLASS 8 3 to 4 Axles, Single Trailer TOTAL: AM+PM 3 4,034 1,482 34 183 45 0 0 13 0 1 0 0 5,795 CLASS 2 Passenger Cars CLASS 9 5 Axles, Single Trailer % OF TOTAL 0.1% 69.6% 25.6% 0.6% 3.2% 0.8% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 100.0% CLASS 3 2 Axles, 4-Tire Single Units CLASS 10 6 or More Axles, Single Trailer CLASS 4 Buses CLASS 11 5 or Less Axles, Multi-Trailers Class 1 2 3 4 5 6 7 8 9 10 11 12 13 CLASS 5 2 Axles, 6-Tire Single Units CLASS 12 6 Axles, Multi-Trailers CLASS 6 3 Axles, Single Unit CLASS 13 7 or More Axles, Multi-Trailers CLASS 7 4 or More Axles, Single Unit
24-HOUR ROADWAY SEGMENT COUNTS (WITH FHWA CLASSIFICATION) PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Tuesday, November 16, 2021

Page 267 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 443 of 2236 CITY OF INDIO | JEFFERSON STREET IMPROVEMENT PROJECT | FOCUSED TRAFFIC STUDY

APPENDIX B
RIVCOM BUILDOUT YEAR (2045)

SOCIOECONOMIC DATA ADJUSTMENTS

Page 268 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 444 of 2236 Jefferson Street Improvement Project
Adjusted RIVCOM Socioeconomic Data Assumptions
KOA Corporation
6/13/2022
TAZ Baseline Adjustment
With
Adjustment Baseline
With
Adjustment Baseline
With
Adjustment Baseline Adjustment
With
Adjustment
764 532 907 1439 502 908 1410 30 -1 29 1253 2694 3947
767 273 129 402 210 130 340 63 -1 62 746 383 1129
768 181 -18 163 154 -18 136 27 0 27 521 -53 468
783 389 499 888 120 307 427 269 192 461 847 1482 2329
798 1888 -283 1605 1870 -932 1220 18 649 668 4249 -841 3408 806 356 -31 325 161 -24 137 195 -7 188 775 -92 683
813 1242 -50 1192 929 -47 882 313 -3 310 2711 -149 2562 822 506 115 621 358 45 403 148 70 218 1004 342 1346
826 212 -6 206 145 -5 140 67 -1 66 446 -18 428
827 0 0 0 0 0 0 0 0 0 0 0 0
829 58 81 139 23 82 105 35 -1 34 128 241 369
TOTAL 5637 1343 6980 4472 446 5200 1165 897 2063 12680 3989 16669 TAZ Baseline Adjustment
With
Adjustment Baseline Adjustment
With
Adjustment Baseline
With
Adjustment Baseline Adjustment
With
Adjustment
752 164 -11 153 53 46 111 107 389 -33 356
753 149 -23 126 149 126 0 0 338 -68 270
754 1493 -30 1463 677 670 816 793 4192 -89 4103
755 988 -65 923 938 873 50 50 2485 -193 2292
756 14 0 14 14 14 0 0 28 0 28
757 1278 -29 1249 596 581 682 668 2931 -86 2845
758 0 0 0 0 0 0 0 0 0 0
759 70 -7 63 70 63 0 0 234 -21 213
760 231 -16 215 231 215 0 0 680 -48 632
761 417 -47 370 417 370 0 0 1083 -140 943
762 943 -15 928 445 445 498 483 2625 -45 2580
763 6 0 6 6 6 0 0 21 0 21
765 307 -34 273 307 273 0 0 733 -101 632
766 1042 -46 996 1042 996 0 0 2006 -137 1869
769 409 -27 382 135 118 274 264 926 -80 846
770 309 -1 308 30 30 279 278 590 -3 587
771 719 -17 702 122 122 597 580 2028 -50 1978
772 305 -7 298 140 137 165 161 1524 -21 1503
773 1343 -16 1327 1017 1001 326 326 3186 -48 3138
774 1376 -19 1357 238 238 1138 1119 3199 -56 3143
775 1156 -21 1135 198 198 958 937 3082 -62 3020
776 289 -13 276 196 183 93 93 1080 -39 1041
777 0 0 0 0 0 0 0 0 0 0
778 461 -35 426 341 306 120 120 1316 -104 1212
779 851 -18 833 622 606 229 227 3270 -53 3217
780 426 -7 419 185 180 241 239 1850 -21 1829
781 317 -2 315 80 80 237 235 1321 -6 1315
782 0 0 0 0 0 0 0 0 0 0
784 900 -9 891 44 44 856 847 3055 -27 3028
785 100 -4 96 33 29 67 67 338 -12 326
786 482 -6 476 210 204 272 272 1674 -18 1656
787 892 -64 828 856 792 36 36 1833 -190 1643
788 910 -19 891 551 540 359 351 2989 -56 2933
789 615 -33 582 615 582 0 0 1675 -98 1577
790 539 -37 502 539 502 0 0 2026 -110 1916
791 514 -17 497 302 285 212 212 2146 -50 2096
792 540 -6 534 181 181 359 353 1922 -18 1904
793 656 -21 635 550 529 106 106 2407 -62 2345
794 611 -20 591 422 402 189 189 2149 -59 2090
795 926 -20 906 238 230 688 676 2541 -59 2482
796 227 -7 220 6 6 221 214 572 -21 551
797 305 -22 283 305 283 0 0 912 -65 847
799 138 -21 117 138 117 0 0 311 -62 249
800 775 -26 749 775 749 0 0 2463 -77 2386
801 703 -15 688 277 272 426 416 2391 -45 2346
802 2 0 2 1 1 1 1 5 0 5
803 319 -46 273 303 258 16 15 929 -137 792
804 1101 -9 1092 976 967 125 125 4768 -27 4741
805 0 0 0 0 0 0 0 0 0 0
807 676 -20 656 438 418 238 238 2623 -59 2564
808 177 -5 172 113 108 64 64 554 -15 539
809 1387 -93 1294 1371 1278 16 16 4220 -276 3944
810 0 0 0 0 0 0 0 0 0 0
811 115 -1 114 43 43 72 71 412 -3 409
812 0 0 0 0 0 0 0 0 0 0
814 225 -5 220 46 45 179 175 647 -15 632
815 1095 -2 1093 305 305 790 788 3448 -6 3442
816 645 -14 631 442 429 203 202 2250 -42 2208
817 111 -1 110 42 42 69 68 369 -3 366
818 322 -27 295 322 295 0 0 1084 -80 1004
819 31 -1 30 22 21 9 9 104 -3 101
820 654 -23 631 61 56 593 575 1496 -68 1428
821 324 -7 317 12 12 312 305 881 -21 860
823 1710 -87 1623 1706 1619 4 4 5468 -258 5210
824 314 -13 301 47 43 267 258 1002 -39 963
825 13 -2 11 12 10 1 1 22 -6 16
828 1223 -9 1214 1169 1160 54 54 2818 -27 2791
830 21 -2 19 13 11 8 8 53 -6 47
831 350 -30 320 243 213 107 107 710 -89 621
832 124 -18 106 124 106 0 0 278 -53 225
833 42 -6 36 42 36 0 0 98 -18 80
834 11 0 11 0 0 11 11 25 0 25
835 150 -22 128 148 126 2 2 448 -65 383
836 47 -1 46 2 2 45 44 62 -3 59
837 0 0 0 0 0 0 0 0 0 0
838 1115 -20 1095 606 595 509 500 2996 -59 2937
839 446 0 446 336 336 110 110 1714 0 1714
840 108 -16 92 108 92 0 0 238 -48 190
841 258 -10 248 33 30 225 218 647 -30 617
TOTAL 38012 -1343 36669 23377 22281 14635 14388 112890 -3989 108901 43649 0 43649 27849 27481 15800 16451 125570 0 125570

NON-CUMULATIVE PROJECT TAZS CUMULATIVE PROJECT TAZS
0 -7
-247
650
0 -1
0 -9
0 0
0 0
0 0
-7
0 -9
0 0
-1
-1
0 0
-18
0 -1
0 -4
-2
0 0
0 0
0 0
0 -10
0 -1
0 -12
-7
0 0
0 0
-6
0 -9
0 0
0 -8
0 -2
-2
-2
0 0
-19
-21
0 0
0 -10
-1
-17
-4
-1096
-650
Adjustment
-4
0 -23
0 0
-14
0 0
0 0
-15
0 0
0 -11
0 -16
-3
-18
-6
0 0
-4
-2
-9
-2
-30
-27
-1
-5
0 -87
0 -13
0 -20
-5
-93
0 0
-22
-45
-9
0 0
-22
-21
-26
0 -1
-20
-8
-6
-64
-11
-33
-37
-5
0 -4
0 -13
0 -35
-16
-17
0 -21
0 0
-34
-46
-17
-5
0 0
0 All TAZ Total

POPULATION/HOUSING ASSUMPTIONS

HOUSEHOLDS SINGLE FAMILY DWELLING UNITS MULTIFAMILY DWELLING UNITS POPULATION Adjustment Adjustment
-7
-23
-7
-65
0 -15
0 -7
-16
-47
0 0
-3
-16
0

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 445 of 2236 Jefferson Street Improvement Project
Adjusted RIVCOM Socioeconomic Data Assumptions
KOA Corporation
6/13/2022
TAZ
764
767
768
783
798
806
813
822
826
827
829
TOTAL
TAZ
752
753
754
755
756
757
758
759
760
761
762
763
765
766
769
770
771
772
773
774
775
776
777
778
779
780
781
782
784
785
786
787
788
789
790
791
792
793
794
795
796
797
799
800
801
802
803
804
805
807
808
809
810
811
812
814
815
816
817
818
819
820
821
823
824
825
828
830
831
832
833
834
835
836
837
838
839
840
841
TOTAL

NON-CUMULATIVE PROJECT TAZS CUMULATIVE PROJECT TAZS
All TAZ Total
Baseline Adjustment
With
Adjustment Baseline
With
Adjustment Baseline
With
Adjustment Baseline
With
Adjustment
163 -19 144 14 -13 1 0 0 0 71 -1 70
511 0 511 0 0 0 0 0 0 378 0 378
61 23 84 0 0 0 0 0 0 45 23 68
323 -40 283 75 -72 3 0 0 0 21 60 81
0 6 6 0 6 6 0 0 0 0 0 0
261 859 1120 65 176 241 0 481 481 1 0 1
262 477 739 67 491 558 0 0 0 32 0 32
2090 -37 2053 31 -27 4 34 0 34 25 0 25
1305 -44 1261 113 21 134 15 -13 2 531 -8 523
379 172 551 105 56 161 0 0 0 72 -1 71
73 -28 45 0 0 0 33 -28 5 0 0 0
5428 1369 6797 470 638 1108 82 440 522 1176 73 1249
Baseline Adjustment
With
Adjustment Baseline
With
Adjustment Baseline
With
Adjustment Baseline
With
Adjustment
19 0 19 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
1113 -78 1035 166 110 0 0 90 90
27 0 27 9 9 0 0 4 4
247 -24 223 3 3 9 1 111 109
321 -9 312 13 7 20 20 157 154
227 -19 208 17 0 0 0 80 79
20 0 20 4 4 0 0 9 9
147 0 147 53 53 0 0 19 19
366 -11 355 114 104 0 0 61 60
190 0 190 74 74 0 0 13 13
198 -29 169 0 0 23 4 74 73
171 0 171 3 3 0 0 19 19
856 0 856 2 2 15 15 10 10
9 0 9 0 0 0 0 6 6
356 -35 321 42 42 96 63 171 170
248 -69 179 54 4 0 0 7 7
100 -12 88 13 4 0 0 12 12
404 0 404 18 18 0 0 20 20
84 0 84 0 0 0 0 28 28
1983 -54 1929 85 61 81 81 1367 1364
686 -25 661 39 18 23 23 450 448
1763 -2 1761 0 0 0 0 793 791
300 -9 291 6 4 0 0 193 190
333 -2 331 0 0 0 0 144 144
1511 -55 1456 127 78 0 0 494 488
252 -3 249 1 1 1 1 184 181
182 -19 163 16 0 0 0 83 81
268 -31 237 52 30 0 0 75 75
1085 -23 1062 145 127 0 0 522 517
1139 -12 1127 27 19 20 20 451 447
406 -1 405 8 8 0 0 91 90
68 -11 57 5 3 0 0 0 0
39 0 39 5 5 0 0 6 6
18 0 18 2 2 0 0 2 2
105 0 105 10 10 0 0 12 12
40 0 40 4 4 0 0 4 4
912 0 912 4 4 0 0 727 727
1009 -9 1000 38 38 0 0 770 764
348 -17 331 75 59 0 0 100 99
1750 -64 1686 125 122 552 496 114 114
207 0 207 54 54 3 3 67 67
230 -1 229 3 3 5 5 63 62
171 -4 167 62 59 14 14 40 39
118 -25 93 21 3 0 0 7 7
281 -6 275 12 12 12 8 95 94
1101 -112 989 480 399 91 91 37 37
360 -28 332 7 6 53 28 66 65
0 0 0 0 0 0 0 0 0
867 -53 814 88 55 18 8 110 109
256 -2 254 2 1 0 0 0 0
1232 -70 1162 418 381 63 36 91 90
565 -32 533 18 18 121 89 0 0
1160 -11 1149 26 26 36 26 0 0
645 -15 630 15 13 0 0 0 0
700 -92 608 39 31 222 141 61 60
631 -7 624 16 16 0 0 379 376
243 0 243 0 0 9 9 53 53
535 -28 507 27 1 10 10 177 175
337 0 337 0 0 0 0 149 149
450 -24 426 39 39 26 4 38 38
166 0 166 0 0 0 0 64 64
1059 -43 1016 244 204 0 0 283 280
428 -30 398 160 138 31 31 69 68
13 -1 12 3 2 0 0 3 3
0 0 0 0 0 0 0 0 0
33 0 33 0 0 7 7 0 0
26 -7 19 8 3 0 0 2 2
162 -1 161 0 0 0 0 0 0
326 -4 322 0 0 1 1 257 253
214 -2 212 2 2 3 3 94 92
0 0 0 0 0 0 0 0 0
943 -75 868 18 11 99 33 135 133
32 -11 21 3 3 13 2 0 0
329 -30 299 24 4 24 16 131 129
311 -28 283 6 6 66 38 97 97
90 0 90 0 0 0 0 6 6
28 0 28 0 0 0 0 24 24
126 -4 122 4 0 0 0 18 18
33675 -1369 32306 3158 2520 1767 1327 10089 10016
39103 0 39103 3628 3628 1849 1849 11265 11265
-73
0 -2
0 0
0 0
-4
-2
0 -2
0 0
0 0
0 0
0 0
0 -3
-1
0 -1
-3
0 -2
-1
0 -1
0 0
0 -1
0 -1
0 0
0 -1
-1
0 0
0 -6
-1
0 -4
-1
0 0
0 -6
-3
-2
0 -5
0 -440
0 -10
0 -81
0 -25
0 -10
0 -27
-2
-3
-1
0 -1
0 0
0 0
0 0
0 -4
0 0
-3
-2
-2
-3
0 -1
0 0
0 0
0 -1
-66
-11
-8
-28
0 0
0 0
0 0
0 0
0 0
0 0
0 0
-22
0 -32
0 -56
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
-33
0 0
0 0
0 -19
0 0
0 0
Adjustment
Adjustment
0 0
0 0
-8
-638
0 Adjustment
Adjustment
-20
0 0
0 -4
0 0
0 -7
0 -1
0 0
-5
0 0
0 0
-40
-22
-2
-8
0 0
-26
-33
-1
-37
0 0
-18
0 -81
-1
0 -3
0 0
-3
0 0
0 0
-16
-8
0 -2
0 0
-49
0 -16
-22
-18
-24
-21
0 -2
0 0
-50
-9
0 0
0 0
0 0
0 -6
-17
0 0
-10
0 0
-56
0 0

EMPLOYMENT ASSUMPTIONS

TOTAL EMPLOYMENT RETAIL TRANSPORTATION EDUCATIONAL/HEALTHCARE 0 Adjustment
Adjustment
0 0
0 0

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 446 of 2236 Jefferson Street Improvement Project
Adjusted RIVCOM Socioeconomic Data Assumptions
KOA Corporation
6/13/2022
TAZ
764
767
768
783
798
806
813
822
826
827
829
TOTAL
TAZ
752
753
754
755
756
757
758
759
760
761
762
763
765
766
769
770
771
772
773
774
775
776
777
778
779
780
781
782
784
785
786
787
788
789
790
791
792
793
794
795
796
797
799
800
801
802
803
804
805
807
808
809
810
811
812
814
815
816
817
818
819
820
821
823
824
825
828
830
831
832
833
834
835
836
837
838
839
840
841
TOTAL

NON-CUMULATIVE PROJECT TAZS CUMULATIVE PROJECT TAZS
All TAZ Total
Baseline
With
Adjustment Agricultural
ConstructionManufacturing Wholesale InformationFinancial/ Real Estate Professional
Arts/
Entertainment
Public
Administration
9 -5 4 0 9 0 0 0 19 11 18 12
0 0 0 45 0 0 0 0 0 85 0 3
0 0 0 5 0 0 0 0 0 11 0 0
45 -28 17 0 0 0 0 0 15 59 104 4
0 0 0 0 0 0 0 0 0 0 0 0
39 202 241 0 0 0 0 0 13 52 91 0
26 -14 12 0 9 1 1 0 14 37 65 10
27 -10 17 0 66 426 0 16 62 53 191 1159
80 -44 36 0 71 6 3 35 35 299 101 16
20 117 137 0 34 2 4 4 24 48 45 21
0 0 0 0 29 11 0 0 0 0 0 0
246 218 464 50 218 446 8 55 182 655 615 1225
Baseline
With
Adjustment Agricultural
ConstructionManufacturing Wholesale InformationFinancial/ Real Estate Professional
Arts/
Entertainment
Public
Administration
0 0 0 17 0 0 0 0 1 1 0
0 0 0 0 0 0 0 0 0 0 0
63 41 316 21 9 3 0 37 114 289 5
13 13 0 0 0 0 0 0 0 0 1
25 11 0 19 3 0 11 0 66 0 0
38 38 0 18 15 0 0 3 14 15 28
4 3 0 1 0 0 1 8 36 80 0
1 1 0 1 0 0 0 0 2 2 1
7 7 0 9 0 2 0 5 28 22 2
14 14 0 18 0 5 0 16 74 64 0
10 10 0 13 0 3 0 8 38 31 0
15 6 0 27 8 0 7 0 44 0 0
6 6 0 49 0 1 0 83 8 0 2
5 5 0 29 184 0 7 24 14 65 501
0 0 0 0 0 0 0 0 0 2 1
13 12 0 20 2 2 0 2 0 8 0
32 13 27 0 1 0 0 10 43 74 0
6 3 40 0 1 0 0 2 10 16 0
16 16 0 19 0 3 0 6 130 25 167
0 0 0 23 0 0 0 2 27 4 0
78 51 0 17 1 0 24 36 130 163 1
13 11 0 1 0 0 3 19 58 80 0
6 6 0 10 0 0 1 5 20 0 928
9 5 1 4 0 0 4 3 28 13 39
5 3 0 4 0 0 2 1 15 0 162
41 41 30 9 0 0 10 66 142 285 307
3 3 0 3 1 0 0 1 1 0 57
2 1 0 1 0 0 1 8 38 33 0
18 9 0 7 2 0 1 14 23 72 4
16 16 0 32 9 0 6 47 60 213 35
46 46 0 54 10 0 0 14 33 16 468
3 3 0 0 0 0 0 4 274 26 0
25 16 0 29 0 0 0 4 5 0 0
1 1 13 1 0 0 0 1 3 9 0
1 1 7 0 0 0 0 1 1 4 0
8 8 0 28 8 10 0 1 23 4 1
3 3 0 11 3 4 0 0 9 2 0
0 0 0 16 0 11 1 0 29 107 17
41 38 0 42 5 0 0 12 17 84 0
17 17 0 0 0 0 0 36 55 65 0
103 98 3 80 58 9 16 35 83 128 444
8 8 0 12 2 0 0 7 9 45 0
0 0 0 97 0 0 0 0 2 49 11
4 4 0 12 1 1 1 5 11 17 3
12 5 28 0 1 0 0 4 17 28 0
8 7 0 80 4 19 0 0 51 0 0
75 44 0 83 9 7 7 34 96 182 0
6 5 0 54 0 3 1 2 159 9 0
0 0 0 0 0 0 0 0 0 0 0
29 20 0 244 23 118 31 33 143 10 20
2 1 0 0 0 0 0 0 252 0 0
32 27 0 87 0 0 7 17 182 335 0
9 9 0 307 22 21 0 1 56 0 10
18 17 0 13 6 69 0 7 972 13 0
64 51 0 330 15 10 0 19 170 22 0
28 26 1 91 40 2 4 13 37 47 115
37 33 0 0 0 2 0 93 28 76 0
6 6 0 13 0 0 1 2 18 23 118
7 7 0 15 0 0 1 16 73 79 130
1 1 0 2 0 0 0 1 4 0 180
32 30 0 130 36 37 1 4 89 15 3
1 1 0 41 0 0 0 3 48 6 3
58 58 0 0 0 0 1 114 162 197 0
21 14 0 29 3 3 2 12 34 57 7
0 0 0 0 0 0 0 0 2 5 0
0 0 0 0 0 0 0 0 0 0 0
2 2 0 9 0 0 0 0 15 0 0
3 1 0 0 0 0 0 1 4 8 0
19 18 0 0 0 4 0 0 40 99 0
0 0 0 15 0 0 0 0 0 8 45
0 0 0 64 0 0 0 0 1 33 17
0 0 0 0 0 0 0 0 0 0 0
8 8 3 87 30 6 0 186 32 310 29
0 0 0 12 4 0 0 0 0 0 0
7 7 0 27 3 1 0 14 56 42 0
16 16 0 71 11 2 0 7 31 0 4
0 0 0 66 0 0 0 0 3 15 0
0 0 0 0 0 0 0 0 0 0 4
1 1 0 80 0 0 0 2 10 11 0
1221 1003 469 2704 530 358 152 1111 4503 3743 3870
1467 1467 519 2922 976 366 207 1293 5158 4358 5095
0 0
0 -218
0 0
0 0
0 0
0 -2
-1
0 0
0 0
-7
0 0
-4
0 0
0 -2
-5
0 -1
-13
-2
-31
-1
0 -9
-1
0 0
-7
-1
0 -3
0 -5
0 -9
0 0
0 0
-1
-9
0 0
0 0
-4
-2
0 0
-3
0 0
-27
-2
0 0
0 -1
-19
Adjustment
Adjustment
0 0
-22
0 -14
0 -1
0 0
0 0
-9

EMPLOYMENT ASSUMPTIONS

OTHER SERVICE UNADJUSTED EMPLOYMENT SECTORS

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 447 of 2236 CITY OF INDIO | JEFFERSON STREET IMPROVEMENT PROJECT | FOCUSED TRAFFIC STUDY

APPENDIX C
BUILDOUT YEAR (2045) PEAK HOUR LINK VOLUME

CALCULATION WORKSHEETS

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 448 of 2236 KOA Corporation
Jefferson Street Improvement Project, Buildout (2045) Volumes AM Peak Hour
6/13/2022
Link Diff * 0.38 Calib Adj Yr Existing Count
3 27
N/S Street E/W Street (leg) IN OUT IN OUT IN OUT IN OUT IN OUT IN OUT 1 Jefferson St @ Ave 38 N Leg 1171 378 1150 396 -8 7 -7 6 210 144 203 150 S Leg 218 663 470 1042 96 144 85 128 159 330 244 458
E Leg 28 19 145 238 44 83 40 74 184 79 224 153
W Leg 193 549 745 836 210 109 186 97 71 71 257 168
Total 1610 1609 2510 2512 342 343 304 305 624 624 928 929 2 Jefferson St @ Ave 39 N Leg 663 218 1042 470 144 96 128 85 332 189 460 274 S Leg 272 748 773 2276 190 581 169 516 520 657 689 1173 E Leg 19 17 1403 433 526 158 467 141 98 128 565 269
W Leg 69 40 187 226 45 71 40 63 509 485 549 548
Total 1023 1023 3405 3405 905 905 805 805 1459 1459 2264 2264 3 Jefferson St @ Ave 40 N Leg 748 272 2276 773 581 190 516 169 933 819 1449 988 S Leg 1102 1041 2068 3198 367 820 326 729 676 804 1002 1533 E Leg 563 590 1518 646 363 21 323 19 419 320 742 339
W Leg 218 728 464 1707 93 372 83 331 108 193 191 524
Total 2631 2631 6326 6324 1404 1403 1248 1247 2136 2136 3384 3383 Location (Interesection)
Peak Period Volume (vph) Peak Hour Volume (vph)
2018 2045 2021
Base Year Future Year Fut (Exist+Growth)

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KOA Corporation
Jefferson Street Improvement Project, Buildout (2045) Volumes PM Peak Hour
6/13/2022
Link Diff * 0.28 Calib Adj Yr Existing Count
3 27
N/S Street E/W Street (leg) IN OUT IN OUT IN OUT IN OUT IN OUT IN OUT 1 Jefferson St @ Ave 38 N Leg 713 1242 703 1226 -3 -4 -2 -4 159 229 157 225 S Leg 689 414 1123 680 122 74 108 66 224 162 332 228
E Leg 26 32 261 220 66 53 58 47 30 61 88 108
W Leg 601 343 949 910 97 159 87 141 73 34 160 175
Total 2029 2031 3036 3036 282 281 251 250 486 486 737 736 2 Jefferson St @ Ave 39 N Leg 414 689 680 1123 74 122 66 108 232 282 298 390 S Leg 782 492 2578 1515 503 286 447 255 494 428 941 683 E Leg 22 21 881 1531 241 423 214 376 65 99 279 475
W Leg 60 76 248 220 53 40 47 36 335 317 382 353
Total 1278 1278 4387 4389 871 871 774 774 1126 1126 1900 1900 3 Jefferson St @ Ave 40 N Leg 492 782 1515 2578 286 503 255 447 454 638 709 1085 S Leg 1197 1309 3531 2920 654 451 581 401 668 516 1249 917 E Leg 720 690 971 1532 70 236 62 210 303 286 365 496
W Leg 679 306 1633 620 267 88 237 78 187 172 424 250
Total 3088 3087 7650 7650 1277 1278 1135 1136 1612 1612 2747 2748 Peak Period Volume (vph) Peak Hour Volume (vph)
Location (Interesection) Base Year Future Year Fut (Exist+Growth) 2018 2045 2021

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KOA Corporation
Jefferson Street Improvement Project, Buildout (2045) Volumes Daily
6/13/2022
Link Diff * 1 Calib Adj Yr Existing Count
3 27
N/S Street E/W Street (leg) IN OUT IN OUT IN OUT IN OUT IN OUT IN OUT 1 Jefferson St @ Ave 38 N Leg 0 0 0 0 0 0 0 0
S Leg 1647 1888 2810 3024 1163 1136 1034 1010 2459 2624 3493 3634 2 Jefferson St @ Ave 39 N Leg 0 0 0 0 0 0 0 0
S Leg 1908 2170 6076 6814 4168 4644 3705 4128 3880 3845 7585 7973 3 Jefferson St @ Ave 40 N Leg 2170 1908 6814 6076 4644 4168 4128 3705 4845 4744 8973 8449 S Leg 3932 4124 8713 9694 4781 5570 4250 4951 5805 5795 10055 10746 Peak Period Volume (vph) Peak Hour Volume (vph)
Location (Interesection) Base Year Future Year Fut (Exist+Growth) 2018 2045 2021

Page 275 of 335 ends

CITY OF INDIO | JEFFERSON STREET IMPROVEMENT PROJECT | FOCUSED TRAFFIC STUDY

APPENDIX D
NCHRP REPORT 765 ITERATIVE TURNING MOVEMENT

CALCULATION WORKSHEETS

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 452 of 2236 CITY OF INDIO | JEFFERSON STREET IMPROVEMENT PROJECT | FOCUSED TRAFFIC STUDY

APPENDIX E

LOS CALCULATION WORKSHEETS

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 453 of 2236 Jefferson St at Ave 38
Existing Counts
North 22 175 13
203 150 SR ST SL
168 224 31 EL WR 15
257 153 21 ET WT 33
458 244 19 ER WL 136
Average NL NT NR
In - Out 928 929 929 16 98 45
Average In-out volumes
North
203 150
168 224
257 153
458 244
In - Out 929 929 0
1 To N To S To E To W RowTt Target 2 To N To S To E To W From N 0 175 13 22 210 203 0 169 13 21
From S 98 0 45 16 159 244 150 0 69 25
From E 15 136 0 33 184 224 18 166 0 40
From W 31 19 21 0 71 257 112 69 76 0
To N To S To E To W ColTot 281 404 158 86
Target 150 458 153 168
2 To N To S To E To W RowTt Target To N To S To E To W
From N 0 192 12 42 246 203 0 159 10 34
From S 80 0 67 48 195 244 100 0 84 60
From E 10 188 0 78 276 224 8 153 0 64
From W 60 78 74 0 212 257 73 95 90 0
To N To S To E To W ColTot 181 406 183 158
Target 150 458 153 168
3 To N To S To E To W RowTt Target To N To S To E To W
From N 0 179 8 36 224 203 0 162 8 33
From S 83 0 70 64 217 244 94 0 79 72
From E 7 172 0 68 246 224 6 157 0 62
From W 60 107 75 0 242 257 64 114 79 0
To N To S To E To W ColTot 164 433 166 167
Target 150 458 153 168
4 To N To S To E To W RowTt Target To N To S To E To W
From N 0 172 7 33 212 203 0 164 7 32
From S 86 0 73 72 231 244 91 0 77 77
From E 5 166 0 62 233 224 5 159 0 60
From W 59 120 73 0 252 257 60 123 75 0
To N To S To E To W ColTot 156 446 158 168
Target 150 458 153 168
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday AM
Future Link Inputs Turn Move Inputs
Link Inputs

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 454 of 2236 Jefferson St at Ave 38
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday AM
5 To N To S To E To W RowTt Target To N To S To E To W
From N 0 169 7 32 207 203 0 165 6 31
From S 87 0 74 76 238 244 90 0 76 78
From E 5 163 0 60 228 224 5 161 0 59
From W 58 126 72 0 256 257 58 127 73 0
To N To S To E To W ColTot 152 453 155 168
Target 150 458 153 168
6 To N To S To E To W RowTt Target To N To S To E To W
From N 0 167 6 31 205 203 0 166 6 31
From S 88 0 75 78 241 244 89 0 76 79
From E 5 162 0 58 226 224 5 161 0 58
From W 57 128 72 0 257 257 57 128 72 0
To N To S To E To W ColTot 151 455 154 168
Target 150 458 153 168
7 To N To S To E To W RowTt Target To N To S To E To W
From N 0 167 6 31 204 203 0 166 6 31
From S 88 0 75 79 243 244 89 0 76 79
From E 5 162 0 58 225 224 5 162 0 58
From W 57 129 71 0 257 257 57 129 71 0
To N To S To E To W ColTot 150 457 153 168
Target 150 458 153 168
8 To N To S To E To W RowTt Target To N To S To E To W
From N 0 167 6 31 203 203 0 166 6 31
From S 89 0 76 79 244 244 89 0 76 80
From E 5 162 0 58 224 224 5 162 0 58
From W 57 129 71 0 257 257 57 129 71 0
To N To S To E To W ColTot 150 457 153 168
Target 150 458 153 168
9 To N To S To E To W RowTt Target To N To S To E To W
From N 0 166 6 31 203 203 0 166 6 31
From S 89 0 76 80 244 244 89 0 76 80
From E 5 162 0 58 224 224 5 162 0 58
From W 56 130 71 0 257 257 56 130 71 0
To N To S To E To W ColTot 150 458 153 168
Target 150 458 153 168
10 To N To S To E To W RowTt Target To N To S To E To W From N 0 166 6 31 203 203 0 166 6 31
From S 89 0 76 80 244 244 89 0 76 80
From E 5 162 0 58 224 224 5 162 0 58
From W 56 130 71 0 257 257 56 130 71 0
To N To S To E To W ColTot 150 458 153 168
Target 150 458 153 168
11 To N To S To E To W RowTt Target To N To S To E To W From N 0 166 6 31 203 203 0 166 6 31
From S 89 0 76 80 244 244 89 0 76 80
From E 5 162 0 58 224 224 5 162 0 58
From W 56 130 71 0 257 257 56 130 71 0
To N To S To E To W ColTot 150 458 153 168
Target 150 458 153 168

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 455 of 2236 Jefferson St at Ave 38
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday AM
12 To N To S To E To W RowTt Target To N To S To E To W From N 0 166 6 31 203 203 0 166 6 31
From S 89 0 76 80 244 244 89 0 76 80
From E 5 162 0 58 224 224 5 162 0 58
From W 56 130 71 0 257 257 56 130 71 0
To N To S To E To W ColTot 150 458 153 168
Target 150 458 153 168
13 To N To S To E To W RowTt Target To N To S To E To W From N 0 166 6 31 203 203 0 166 6 31
From S 89 0 76 80 244 244 89 0 76 80
From E 5 162 0 58 224 224 5 162 0 58
From W 56 130 71 0 257 257 56 130 71 0
To N To S To E To W ColTot 150 458 153 168
Target 150 458 153 168
14 To N To S To E To W RowTt Target To N To S To E To W From N 0 166 6 31 203 203 0 166 6 31
From S 89 0 76 80 244 244 89 0 76 80
From E 5 162 0 58 224 224 5 162 0 58
From W 56 130 71 0 257 257 56 130 71 0
To N To S To E To W ColTot 150 458 153 168
Target 150 458 153 168
15 To N To S To E To W RowTt Target To N To S To E To W From N 0 166 6 31 203 203 0 166 6 31
From S 89 0 76 80 244 244 89 0 76 80
From E 5 162 0 58 224 224 5 162 0 58
From W 56 130 71 0 257 257 56 130 71 0
To N To S To E To W ColTot 150 458 153 168
Target 150 458 153 168
16 To N To S To E To W RowTt Target To N To S To E To W From N 0 166 6 31 203 203 0 166 6 31
From S 89 0 76 80 244 244 89 0 76 80
From E 5 162 0 58 224 224 5 162 0 58
From W 56 130 71 0 257 257 56 130 71 0
To N To S To E To W ColTot 150 458 153 168
Target 150 458 153 168
17 To N To S To E To W RowTt Target To N To S To E To W From N 0 166 6 31 203 203 0 166 6 31
From S 89 0 76 80 244 244 89 0 76 80
From E 5 162 0 58 224 224 5 162 0 58
From W 56 130 71 0 257 257 56 130 71 0
To N To S To E To W ColTot 150 458 153 168
Target 150 458 153 168
18 To N To S To E To W RowTt Target To N To S To E To W From N 0 166 6 31 203 203 0 166 6 31
From S 89 0 76 80 244 244 89 0 76 80
From E 5 162 0 58 224 224 5 162 0 58
From W 56 130 71 0 257 257 56 130 71 0
To N To S To E To W ColTot 150 458 153 168
Target 150 458 153 168

Page 280 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 456 of 2236 Jefferson St at Ave 38
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday AM
19 To N To S To E To W RowTt Target To N To S To E To W From N 0 166 6 31 203 203 0 166 6 31
From S 89 0 76 80 244 244 89 0 76 80
From E 5 162 0 58 224 224 5 162 0 58
From W 56 130 71 0 257 257 56 130 71 0
To N To S To E To W ColTot 150 458 153 168
Target 150 458 153 168
20 To N To S To E To W RowTt Target To N To S To E To W From N 0 166 6 31 203 203 0 166 6 31 1.000
From S 89 0 76 80 244 244 89 0 76 80 1.000
From E 5 162 0 58 224 224 5 162 0 58 1.000
From W 56 130 71 0 257 257 56 130 71 0 1.000
To N To S To E To W ColTot 150 458 153 168
Target 150 458 153 168
Pct 1.000 1.000 1.000 1.000
Year NL NT NR SL ST SR EL ET ER WL WT WR
Existing 16 98 45 13 175 22 31 21 19 136 33 15
2045 80 89 76 6 166 31 56 71 130 162 58 5
max(existing, 2045) 80 98 76 13 175 31 56 71 130 162 58 15 80 100 80 20 180 40 60 80 130 170 60 20
Future volume
North 40 180 20
240 180 SR ST SL
180 250 60 EL WR 20
270 180 80 ET WT 60
480 260 130 ER WL 170
Diff NL NT NR
In - Out 1020 1020 0 80 100 80
Turn Movements and Traffic Volumes
rounded to nearest 10
Future Link outputs Turn Move Inputs

Page 281 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 457 of 2236 Jefferson St at Ave 38
Existing Counts
North 10 138 11
157 225 SR ST SL
175 88 31 EL WR 11
160 108 27 ET WT 10
228 332 15 ER WL 9
Average NL NT NR
In - Out 737 736 737 14 187 23
Average In-out volumes
North
157 225
175 88
160 108
228 332
In - Out 737 737 0
1 To N To S To E To W RowTt Target 2 To N To S To E To W From N 0 138 11 10 159 157 0 136 11 10
From S 187 0 23 14 224 332 277 0 34 21
From E 11 9 0 10 30 88 32 26 0 29
From W 31 15 27 0 73 160 68 33 59 0
To N To S To E To W ColTot 377 195 104 60
Target 225 228 108 175
2 To N To S To E To W RowTt Target To N To S To E To W
From N 0 159 11 29 199 157 0 125 9 23
From S 165 0 35 61 261 332 210 0 45 77
From E 19 31 0 86 136 88 12 20 0 56
From W 41 38 61 0 140 160 46 44 70 0
To N To S To E To W ColTot 269 189 124 155
Target 225 228 108 175
3 To N To S To E To W RowTt Target To N To S To E To W
From N 0 151 8 26 185 157 0 129 7 22
From S 176 0 39 87 302 332 193 0 43 95
From E 10 24 0 63 97 88 9 22 0 57
From W 39 53 61 0 153 160 41 55 64 0
To N To S To E To W ColTot 243 206 114 174
Target 225 228 108 175
4 To N To S To E To W RowTt Target To N To S To E To W
From N 0 143 6 22 171 157 0 131 6 20
From S 179 0 41 96 316 332 188 0 43 101
From E 9 24 0 57 90 88 9 24 0 56
From W 38 61 61 0 160 160 38 61 61 0
To N To S To E To W ColTot 234 216 110 177
Target 225 228 108 175
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday PM
Future Link Inputs Turn Move Inputs
Link Inputs

Page 282 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 458 of 2236 Jefferson St at Ave 38
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday PM
5 To N To S To E To W RowTt Target To N To S To E To W
From N 0 138 6 20 164 157 0 132 5 19
From S 181 0 42 100 323 332 186 0 44 103
From E 8 25 0 55 88 88 8 25 0 55
From W 36 65 60 0 161 160 36 64 60 0
To N To S To E To W ColTot 230 222 109 177
Target 225 228 108 175
6 To N To S To E To W RowTt Target To N To S To E To W
From N 0 136 5 19 161 157 0 133 5 18
From S 182 0 43 102 327 332 185 0 44 103
From E 8 26 0 54 88 88 8 26 0 54
From W 35 66 59 0 161 160 35 66 59 0
To N To S To E To W ColTot 228 225 108 176
Target 225 228 108 175
7 To N To S To E To W RowTt Target To N To S To E To W
From N 0 135 5 18 159 157 0 134 5 18
From S 183 0 44 103 329 332 184 0 44 103
From E 8 26 0 54 88 88 8 26 0 54
From W 35 67 59 0 160 160 34 67 59 0
To N To S To E To W ColTot 226 226 108 176
Target 225 228 108 175
8 To N To S To E To W RowTt Target To N To S To E To W
From N 0 135 5 18 158 157 0 134 5 18
From S 183 0 44 103 330 332 184 0 44 104
From E 8 26 0 54 88 88 8 26 0 54
From W 34 67 59 0 160 160 34 67 59 0
To N To S To E To W ColTot 226 227 108 175
Target 225 228 108 175
9 To N To S To E To W RowTt Target To N To S To E To W
From N 0 134 5 18 157 157 0 134 5 18
From S 183 0 44 103 331 332 184 0 45 104
From E 8 26 0 54 88 88 8 26 0 54
From W 34 67 59 0 160 160 34 67 58 0
To N To S To E To W ColTot 226 228 108 175
Target 225 228 108 175
10 To N To S To E To W RowTt Target To N To S To E To W From N 0 134 5 18 157 157 0 134 5 18
From S 183 0 45 104 331 332 184 0 45 104
From E 8 26 0 54 88 88 8 26 0 54
From W 34 68 58 0 160 160 34 68 58 0
To N To S To E To W ColTot 225 228 108 175
Target 225 228 108 175
11 To N To S To E To W RowTt Target To N To S To E To W From N 0 134 5 18 157 157 0 134 5 18
From S 183 0 45 104 332 332 184 0 45 104
From E 8 26 0 54 88 88 8 26 0 54
From W 34 68 58 0 160 160 34 68 58 0
To N To S To E To W ColTot 225 228 108 175
Target 225 228 108 175

Page 283 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 459 of 2236 Jefferson St at Ave 38
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday PM
12 To N To S To E To W RowTt Target To N To S To E To W From N 0 134 5 18 157 157 0 134 5 18
From S 183 0 45 104 332 332 183 0 45 104
From E 8 26 0 54 88 88 8 26 0 54
From W 34 68 58 0 160 160 34 68 58 0
To N To S To E To W ColTot 225 228 108 175
Target 225 228 108 175
13 To N To S To E To W RowTt Target To N To S To E To W From N 0 134 5 18 157 157 0 134 5 18
From S 183 0 45 104 332 332 183 0 45 104
From E 8 26 0 54 88 88 8 26 0 54
From W 34 68 58 0 160 160 34 68 58 0
To N To S To E To W ColTot 225 228 108 175
Target 225 228 108 175
14 To N To S To E To W RowTt Target To N To S To E To W From N 0 134 5 18 157 157 0 134 5 18
From S 183 0 45 104 332 332 183 0 45 104
From E 8 26 0 54 88 88 8 26 0 54
From W 34 68 58 0 160 160 34 68 58 0
To N To S To E To W ColTot 225 228 108 175
Target 225 228 108 175
15 To N To S To E To W RowTt Target To N To S To E To W From N 0 134 5 18 157 157 0 134 5 18
From S 183 0 45 104 332 332 183 0 45 104
From E 8 26 0 54 88 88 8 26 0 54
From W 34 68 58 0 160 160 34 68 58 0
To N To S To E To W ColTot 225 228 108 175
Target 225 228 108 175
16 To N To S To E To W RowTt Target To N To S To E To W From N 0 134 5 18 157 157 0 134 5 18
From S 183 0 45 104 332 332 183 0 45 104
From E 8 26 0 54 88 88 8 26 0 54
From W 34 68 58 0 160 160 34 68 58 0
To N To S To E To W ColTot 225 228 108 175
Target 225 228 108 175
17 To N To S To E To W RowTt Target To N To S To E To W From N 0 134 5 18 157 157 0 134 5 18
From S 183 0 45 104 332 332 183 0 45 104
From E 8 26 0 54 88 88 8 26 0 54
From W 34 68 58 0 160 160 34 68 58 0
To N To S To E To W ColTot 225 228 108 175
Target 225 228 108 175
18 To N To S To E To W RowTt Target To N To S To E To W From N 0 134 5 18 157 157 0 134 5 18
From S 183 0 45 104 332 332 183 0 45 104
From E 8 26 0 54 88 88 8 26 0 54
From W 34 68 58 0 160 160 34 68 58 0
To N To S To E To W ColTot 225 228 108 175
Target 225 228 108 175

Page 284 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 460 of 2236 Jefferson St at Ave 38
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday PM
19 To N To S To E To W RowTt Target To N To S To E To W From N 0 134 5 18 157 157 0 134 5 18
From S 183 0 45 104 332 332 183 0 45 104
From E 8 26 0 54 88 88 8 26 0 54
From W 34 68 58 0 160 160 34 68 58 0
To N To S To E To W ColTot 225 228 108 175
Target 225 228 108 175
20 To N To S To E To W RowTt Target To N To S To E To W From N 0 134 5 18 157 157 0 134 5 18 1.000
From S 183 0 45 104 332 332 183 0 45 104 1.000
From E 8 26 0 54 88 88 8 26 0 54 1.000
From W 34 68 58 0 160 160 34 68 58 0 1.000
To N To S To E To W ColTot 225 228 108 175
Target 225 228 108 175
Pct 1.000 1.000 1.000 1.000
Year NL NT NR SL ST SR EL ET ER WL WT WR
Existing 14 187 23 11 138 10 31 27 15 9 10 11
2045 104 183 45 5 134 18 34 58 68 26 54 8
max(existing, 2045) 104 187 45 11 138 18 34 58 68 26 54 11 110 190 50 20 140 20 40 60 70 30 60 20
Future volume
North 20 140 20
180 250 SR ST SL
190 110 40 EL WR 20
170 130 60 ET WT 60
240 350 70 ER WL 30
Diff NL NT NR
In - Out 810 810 0 110 190 50
Turn Movements and Traffic Volumes
rounded to nearest 10
Future Link outputs Turn Move Inputs

Page 285 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 461 of 2236 Jefferson St at Ave 39
Existing Counts
North 76 252 4
460 274 SR ST SL
548 565 92 EL WR 4
549 269 50 ET WT 56
1173 689 367 ER WL 38
Average NL NT NR
In - Out 2263 2264 2264 353 93 74
Average In-out volumes
North
460 274
548 565
549 269
1173 689
In - Out 2264 2264 0
1 To N To S To E To W RowTt Target 2 To N To S To E To W From N 0 252 4 76 332 460 0 349 6 105
From S 93 0 74 353 520 689 123 0 98 468
From E 4 38 0 56 98 565 23 219 0 323
From W 92 367 50 0 509 549 99 396 54 0
To N To S To E To W ColTot 246 964 158 896
Target 274 1173 269 548
2 To N To S To E To W RowTt Target To N To S To E To W
From N 0 425 9 64 499 460 0 392 9 59
From S 137 0 167 286 591 689 160 0 195 334
From E 26 266 0 197 490 565 30 308 0 228
From W 111 482 92 0 684 549 89 386 74 0
To N To S To E To W ColTot 279 1086 278 621
Target 274 1173 269 548
3 To N To S To E To W RowTt Target To N To S To E To W
From N 0 423 8 52 484 460 0 402 8 50
From S 158 0 189 294 641 689 169 0 203 317
From E 29 332 0 201 562 565 29 334 0 202
From W 87 417 72 0 576 549 83 398 68 0
To N To S To E To W ColTot 282 1134 279 568
Target 274 1173 269 548
4 To N To S To E To W RowTt Target To N To S To E To W
From N 0 416 8 48 472 460 0 406 8 47
From S 165 0 196 305 665 689 171 0 203 316
From E 28 345 0 195 568 565 28 343 0 194
From W 81 411 66 0 558 549 80 405 65 0
To N To S To E To W ColTot 278 1154 275 556
Target 274 1173 269 548
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday AM
Future Link Inputs Turn Move Inputs
Link Inputs

Page 286 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 462 of 2236 Jefferson St at Ave 39
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday AM
5 To N To S To E To W RowTt Target To N To S To E To W
From N 0 412 7 46 466 460 0 407 7 46
From S 168 0 198 311 677 689 171 0 202 317
From E 28 349 0 191 567 565 28 347 0 190
From W 78 412 63 0 553 549 78 409 63 0
To N To S To E To W ColTot 276 1163 272 552
Target 274 1173 269 548
6 To N To S To E To W RowTt Target To N To S To E To W
From N 0 411 7 45 463 460 0 408 7 45
From S 169 0 200 314 683 689 171 0 201 317
From E 28 350 0 188 566 565 27 350 0 188
From W 77 412 62 0 551 549 77 410 62 0
To N To S To E To W ColTot 275 1168 270 550
Target 274 1173 269 548
7 To N To S To E To W RowTt Target To N To S To E To W
From N 0 410 7 45 462 460 0 408 7 45
From S 170 0 200 316 686 689 171 0 201 317
From E 27 351 0 187 566 565 27 351 0 187
From W 76 412 62 0 550 549 76 411 61 0
To N To S To E To W ColTot 275 1170 270 549
Target 274 1173 269 548
8 To N To S To E To W RowTt Target To N To S To E To W
From N 0 409 7 45 461 460 0 409 7 44
From S 170 0 201 317 688 689 171 0 201 317
From E 27 351 0 187 565 565 27 351 0 187
From W 76 412 61 0 550 549 76 412 61 0
To N To S To E To W ColTot 274 1172 269 548
Target 274 1173 269 548
9 To N To S To E To W RowTt Target To N To S To E To W
From N 0 409 7 44 460 460 0 409 7 44
From S 171 0 201 317 688 689 171 0 201 317
From E 27 352 0 187 565 565 27 351 0 186
From W 76 412 61 0 549 549 76 412 61 0
To N To S To E To W ColTot 274 1172 269 548
Target 274 1173 269 548
10 To N To S To E To W RowTt Target To N To S To E To W From N 0 409 7 44 460 460 0 409 7 44
From S 171 0 201 317 689 689 171 0 201 317
From E 27 352 0 186 565 565 27 352 0 186
From W 76 412 61 0 549 549 76 412 61 0
To N To S To E To W ColTot 274 1172 269 548
Target 274 1173 269 548
11 To N To S To E To W RowTt Target To N To S To E To W From N 0 409 7 44 460 460 0 409 7 44
From S 171 0 201 317 689 689 171 0 201 317
From E 27 352 0 186 565 565 27 352 0 186
From W 76 412 61 0 549 549 76 412 61 0
To N To S To E To W ColTot 274 1173 269 548
Target 274 1173 269 548

Page 287 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 463 of 2236 Jefferson St at Ave 39
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday AM
12 To N To S To E To W RowTt Target To N To S To E To W From N 0 409 7 44 460 460 0 409 7 44
From S 171 0 201 317 689 689 171 0 201 317
From E 27 352 0 186 565 565 27 352 0 186
From W 76 412 61 0 549 549 76 412 61 0
To N To S To E To W ColTot 274 1173 269 548
Target 274 1173 269 548
13 To N To S To E To W RowTt Target To N To S To E To W From N 0 409 7 44 460 460 0 409 7 44
From S 171 0 201 317 689 689 171 0 201 317
From E 27 352 0 186 565 565 27 352 0 186
From W 76 412 61 0 549 549 76 412 61 0
To N To S To E To W ColTot 274 1173 269 548
Target 274 1173 269 548
14 To N To S To E To W RowTt Target To N To S To E To W From N 0 409 7 44 460 460 0 409 7 44
From S 171 0 201 317 689 689 171 0 201 317
From E 27 352 0 186 565 565 27 352 0 186
From W 76 412 61 0 549 549 76 412 61 0
To N To S To E To W ColTot 274 1173 269 548
Target 274 1173 269 548
15 To N To S To E To W RowTt Target To N To S To E To W From N 0 409 7 44 460 460 0 409 7 44
From S 171 0 201 317 689 689 171 0 201 317
From E 27 352 0 186 565 565 27 352 0 186
From W 76 412 61 0 549 549 76 412 61 0
To N To S To E To W ColTot 274 1173 269 548
Target 274 1173 269 548
16 To N To S To E To W RowTt Target To N To S To E To W From N 0 409 7 44 460 460 0 409 7 44
From S 171 0 201 317 689 689 171 0 201 317
From E 27 352 0 186 565 565 27 352 0 186
From W 76 412 61 0 549 549 76 412 61 0
To N To S To E To W ColTot 274 1173 269 548
Target 274 1173 269 548
17 To N To S To E To W RowTt Target To N To S To E To W From N 0 409 7 44 460 460 0 409 7 44
From S 171 0 201 317 689 689 171 0 201 317
From E 27 352 0 186 565 565 27 352 0 186
From W 76 412 61 0 549 549 76 412 61 0
To N To S To E To W ColTot 274 1173 269 548
Target 274 1173 269 548
18 To N To S To E To W RowTt Target To N To S To E To W From N 0 409 7 44 460 460 0 409 7 44
From S 171 0 201 317 689 689 171 0 201 317
From E 27 352 0 186 565 565 27 352 0 186
From W 76 412 61 0 549 549 76 412 61 0
To N To S To E To W ColTot 274 1173 269 548
Target 274 1173 269 548

Page 288 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 464 of 2236 Jefferson St at Ave 39
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday AM
19 To N To S To E To W RowTt Target To N To S To E To W From N 0 409 7 44 460 460 0 409 7 44
From S 171 0 201 317 689 689 171 0 201 317
From E 27 352 0 186 565 565 27 352 0 186
From W 76 412 61 0 549 549 76 412 61 0
To N To S To E To W ColTot 274 1173 269 548
Target 274 1173 269 548
20 To N To S To E To W RowTt Target To N To S To E To W From N 0 409 7 44 460 460 0 409 7 44 1.000
From S 171 0 201 317 689 689 171 0 201 317 1.000
From E 27 352 0 186 565 565 27 352 0 186 1.000
From W 76 412 61 0 549 549 76 412 61 0 1.000
To N To S To E To W ColTot 274 1173 269 548
Target 274 1173 269 548
Pct 1.000 1.000 1.000 1.000
Year NL NT NR SL ST SR EL ET ER WL WT WR
Existing 353 93 74 4 252 76 92 50 367 38 56 4
2045 317 171 201 7 409 44 76 61 412 352 186 27
max(existing, 2045) 353 171 201 7 409 76 92 61 412 352 186 27 360 180 210 10 410 80 100 70 420 360 190 30
Future volume
North 80 410 10
500 310 SR ST SL
630 580 100 EL WR 30
590 290 70 ET WT 190
1190 750 420 ER WL 360
Diff NL NT NR
In - Out 2420 2420 0 360 180 210
Turn Movements and Traffic Volumes
rounded to nearest 10
Future Link outputs Turn Move Inputs

Page 289 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 465 of 2236 Jefferson St at Ave 39
Existing Counts
North 38 186 8
298 390 SR ST SL
353 279 83 EL WR 17
382 475 39 ET WT 19
683 941 213 ER WL 29
Average NL NT NR
In - Out 1900 1901 1901 260 182 52
Average In-out volumes
North
298 390
353 279
382 475
683 941
In - Out 1901 1901 0
1 To N To S To E To W RowTt Target 2 To N To S To E To W From N 0 186 8 38 232 298 0 239 10 49
From S 182 0 52 260 494 941 347 0 99 495
From E 17 29 0 19 65 279 73 125 0 82
From W 83 213 39 0 335 382 95 243 44 0
To N To S To E To W ColTot 514 606 154 626
Target 390 683 475 353
2 To N To S To E To W RowTt Target To N To S To E To W
From N 0 269 32 28 328 298 0 244 29 25
From S 263 0 306 279 848 941 292 0 339 310
From E 55 140 0 46 242 279 64 162 0 53
From W 72 274 137 0 483 382 57 217 109 0
To N To S To E To W ColTot 412 623 477 388
Target 390 683 475 353
3 To N To S To E To W RowTt Target To N To S To E To W
From N 0 268 29 23 319 298 0 250 27 21
From S 276 0 338 282 896 941 290 0 355 296
From E 60 178 0 48 286 279 59 173 0 47
From W 54 237 108 0 399 382 51 227 104 0
To N To S To E To W ColTot 400 650 486 365
Target 390 683 475 353
4 To N To S To E To W RowTt Target To N To S To E To W
From N 0 263 26 21 309 298 0 253 25 20
From S 282 0 347 287 917 941 290 0 357 294
From E 57 182 0 46 285 279 56 178 0 45
From W 50 239 101 0 390 382 49 234 99 0
To N To S To E To W ColTot 395 665 481 359
Target 390 683 475 353
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday PM
Future Link Inputs Turn Move Inputs
Link Inputs

Page 290 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 466 of 2236 Jefferson St at Ave 39
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday PM
5 To N To S To E To W RowTt Target To N To S To E To W
From N 0 260 25 19 304 298 0 255 24 19
From S 286 0 352 290 928 941 290 0 357 294
From E 55 183 0 44 282 279 55 181 0 43
From W 48 240 98 0 386 382 48 237 97 0
To N To S To E To W ColTot 393 673 478 356
Target 390 683 475 353
6 To N To S To E To W RowTt Target To N To S To E To W
From N 0 258 24 19 302 298 0 255 24 19
From S 288 0 355 291 934 941 290 0 357 293
From E 54 184 0 43 281 279 54 182 0 43
From W 47 241 96 0 385 382 47 239 96 0
To N To S To E To W ColTot 392 677 477 355
Target 390 683 475 353
7 To N To S To E To W RowTt Target To N To S To E To W
From N 0 258 24 19 300 298 0 256 24 18
From S 289 0 356 292 937 941 290 0 358 293
From E 54 184 0 43 280 279 54 183 0 42
From W 47 241 95 0 383 382 47 241 95 0
To N To S To E To W ColTot 391 680 476 354
Target 390 683 475 353
8 To N To S To E To W RowTt Target To N To S To E To W
From N 0 257 24 18 299 298 0 256 24 18
From S 290 0 357 292 939 941 291 0 358 293
From E 53 184 0 42 280 279 53 184 0 42
From W 47 242 95 0 383 382 47 241 94 0
To N To S To E To W ColTot 390 681 476 354
Target 390 683 475 353
9 To N To S To E To W RowTt Target To N To S To E To W
From N 0 257 24 18 299 298 0 256 23 18
From S 290 0 357 293 940 941 291 0 358 293
From E 53 184 0 42 279 279 53 184 0 42
From W 47 242 94 0 383 382 46 242 94 0
To N To S To E To W ColTot 390 682 475 353
Target 390 683 475 353
10 To N To S To E To W RowTt Target To N To S To E To W From N 0 257 23 18 298 298 0 256 23 18
From S 290 0 357 293 940 941 291 0 358 293
From E 53 184 0 42 279 279 53 184 0 42
From W 46 242 94 0 382 382 46 242 94 0
To N To S To E To W ColTot 390 682 475 353
Target 390 683 475 353
11 To N To S To E To W RowTt Target To N To S To E To W From N 0 257 23 18 298 298 0 256 23 18
From S 290 0 358 293 941 941 291 0 358 293
From E 53 184 0 42 279 279 53 184 0 42
From W 46 242 94 0 382 382 46 242 94 0
To N To S To E To W ColTot 390 682 475 353
Target 390 683 475 353

Page 291 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 467 of 2236 Jefferson St at Ave 39
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday PM
12 To N To S To E To W RowTt Target To N To S To E To W From N 0 257 23 18 298 298 0 257 23 18
From S 290 0 358 293 941 941 291 0 358 293
From E 53 184 0 42 279 279 53 184 0 42
From W 46 242 94 0 382 382 46 242 94 0
To N To S To E To W ColTot 390 683 475 353
Target 390 683 475 353
13 To N To S To E To W RowTt Target To N To S To E To W From N 0 257 23 18 298 298 0 257 23 18
From S 291 0 358 293 941 941 291 0 358 293
From E 53 184 0 42 279 279 53 184 0 42
From W 46 242 94 0 382 382 46 242 94 0
To N To S To E To W ColTot 390 683 475 353
Target 390 683 475 353
14 To N To S To E To W RowTt Target To N To S To E To W From N 0 257 23 18 298 298 0 257 23 18
From S 291 0 358 293 941 941 291 0 358 293
From E 53 184 0 42 279 279 53 184 0 42
From W 46 242 94 0 382 382 46 242 94 0
To N To S To E To W ColTot 390 683 475 353
Target 390 683 475 353
15 To N To S To E To W RowTt Target To N To S To E To W From N 0 257 23 18 298 298 0 257 23 18
From S 291 0 358 293 941 941 291 0 358 293
From E 53 184 0 42 279 279 53 184 0 42
From W 46 242 94 0 382 382 46 242 94 0
To N To S To E To W ColTot 390 683 475 353
Target 390 683 475 353
16 To N To S To E To W RowTt Target To N To S To E To W From N 0 257 23 18 298 298 0 257 23 18
From S 291 0 358 293 941 941 291 0 358 293
From E 53 184 0 42 279 279 53 184 0 42
From W 46 242 94 0 382 382 46 242 94 0
To N To S To E To W ColTot 390 683 475 353
Target 390 683 475 353
17 To N To S To E To W RowTt Target To N To S To E To W From N 0 257 23 18 298 298 0 257 23 18
From S 291 0 358 293 941 941 291 0 358 293
From E 53 184 0 42 279 279 53 184 0 42
From W 46 242 94 0 382 382 46 242 94 0
To N To S To E To W ColTot 390 683 475 353
Target 390 683 475 353
18 To N To S To E To W RowTt Target To N To S To E To W From N 0 257 23 18 298 298 0 257 23 18
From S 291 0 358 293 941 941 291 0 358 293
From E 53 184 0 42 279 279 53 184 0 42
From W 46 242 94 0 382 382 46 242 94 0
To N To S To E To W ColTot 390 683 475 353
Target 390 683 475 353

Page 292 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 468 of 2236 Jefferson St at Ave 39
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday PM
19 To N To S To E To W RowTt Target To N To S To E To W From N 0 257 23 18 298 298 0 257 23 18
From S 291 0 358 293 941 941 291 0 358 293
From E 53 184 0 42 279 279 53 184 0 42
From W 46 242 94 0 382 382 46 242 94 0
To N To S To E To W ColTot 390 683 475 353
Target 390 683 475 353
20 To N To S To E To W RowTt Target To N To S To E To W From N 0 257 23 18 298 298 0 257 23 18 1.000
From S 291 0 358 293 941 941 291 0 358 293 1.000
From E 53 184 0 42 279 279 53 184 0 42 1.000
From W 46 242 94 0 382 382 46 242 94 0 1.000
To N To S To E To W ColTot 390 683 475 353
Target 390 683 475 353
Pct 1.000 1.000 1.000 1.000
Year NL NT NR SL ST SR EL ET ER WL WT WR
Existing 260 182 52 8 186 38 83 39 213 29 19 17
2045 293 291 358 23 257 18 46 94 242 184 42 53
max(existing, 2045) 293 291 358 23 257 38 83 94 242 184 42 53 300 300 360 30 260 40 90 100 250 190 50 60
Future volume
North 40 260 30
330 450 SR ST SL
390 300 90 EL WR 60
440 490 100 ET WT 50
700 960 250 ER WL 190
Diff NL NT NR
In - Out 2030 2030 0 300 300 360
Turn Movements and Traffic Volumes
rounded to nearest 10
Future Link outputs Turn Move Inputs

Page 293 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 469 of 2236 Jefferson St at Ave 40
Existing Counts
North 69 667 197
1449 988 SR ST SL
524 742 15 EL WR 248
191 339 49 ET WT 78
1533 1002 44 ER WL 93
Average NL NT NR
In - Out 3384 3384 3384 46 556 74
Average In-out volumes
North
1449 988
524 742
191 339
1533 1002
In - Out 3384 3384 0
1 To N To S To E To W RowTt Target 2 To N To S To E To W From N 0 667 197 69 933 1449 0 1036 306 107
From S 556 0 74 46 676 1002 824 0 110 68
From E 248 93 0 78 419 742 439 165 0 138
From W 15 44 49 0 108 191 27 78 87 0
To N To S To E To W ColTot 1290 1278 502 313
Target 988 1533 339 524
2 To N To S To E To W RowTt Target To N To S To E To W
From N 0 1242 206 179 1628 1449 0 1106 184 159
From S 631 0 74 114 819 1002 772 0 91 139
From E 336 197 0 231 765 742 326 192 0 224
From W 20 93 58 0 172 191 23 104 65 0
To N To S To E To W ColTot 1121 1401 339 523
Target 988 1533 339 524
3 To N To S To E To W RowTt Target To N To S To E To W
From N 0 1210 184 160 1553 1449 0 1129 171 149
From S 680 0 90 140 911 1002 749 0 100 154
From E 288 210 0 225 722 742 296 216 0 231
From W 20 113 65 0 198 191 19 109 63 0
To N To S To E To W ColTot 1064 1453 333 534
Target 988 1533 339 524
4 To N To S To E To W RowTt Target To N To S To E To W
From N 0 1190 174 146 1511 1449 0 1142 167 140
From S 696 0 101 151 948 1002 735 0 107 160
From E 275 227 0 227 729 742 280 231 0 231
From W 18 115 64 0 197 191 17 112 62 0
To N To S To E To W ColTot 1032 1485 336 531
Target 988 1533 339 524
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday AM
Future Link Inputs Turn Move Inputs
Link Inputs

Page 294 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 470 of 2236 Jefferson St at Ave 40
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday AM
5 To N To S To E To W RowTt Target To N To S To E To W
From N 0 1178 169 139 1486 1449 0 1149 164 135
From S 704 0 108 158 969 1002 727 0 112 163
From E 268 239 0 228 735 742 270 241 0 230
From W 17 116 62 0 194 191 16 114 61 0
To N To S To E To W ColTot 1014 1504 337 528
Target 988 1533 339 524
6 To N To S To E To W RowTt Target To N To S To E To W
From N 0 1171 165 134 1471 1449 0 1154 163 132
From S 709 0 112 162 982 1002 723 0 114 165
From E 263 246 0 228 738 742 265 247 0 230
From W 16 116 62 0 193 191 16 114 61 0
To N To S To E To W ColTot 1003 1516 338 527
Target 988 1533 339 524
7 To N To S To E To W RowTt Target To N To S To E To W
From N 0 1167 163 131 1462 1449 0 1157 162 130
From S 712 0 115 164 990 1002 720 0 116 166
From E 261 250 0 229 740 742 262 251 0 229
From W 15 116 61 0 192 191 15 115 61 0
To N To S To E To W ColTot 997 1523 339 526
Target 988 1533 339 524
8 To N To S To E To W RowTt Target To N To S To E To W
From N 0 1165 162 130 1457 1449 0 1159 161 129
From S 713 0 116 165 995 1002 718 0 117 167
From E 259 253 0 229 741 742 260 253 0 229
From W 15 116 61 0 192 191 15 115 61 0
To N To S To E To W ColTot 993 1527 339 525
Target 988 1533 339 524
9 To N To S To E To W RowTt Target To N To S To E To W
From N 0 1163 161 129 1453 1449 0 1160 161 129
From S 715 0 117 166 998 1002 717 0 118 167
From E 258 254 0 229 741 742 259 254 0 229
From W 15 116 61 0 191 191 15 116 60 0
To N To S To E To W ColTot 991 1529 339 525
Target 988 1533 339 524
10 To N To S To E To W RowTt Target To N To S To E To W From N 0 1162 161 129 1452 1449 0 1160 161 128
From S 715 0 118 167 1000 1002 717 0 118 167
From E 258 255 0 229 742 742 258 255 0 229
From W 15 116 60 0 191 191 15 116 60 0
To N To S To E To W ColTot 990 1531 339 524
Target 988 1533 339 524
11 To N To S To E To W RowTt Target To N To S To E To W From N 0 1162 161 128 1451 1449 0 1160 160 128
From S 716 0 118 167 1001 1002 717 0 118 167
From E 258 256 0 229 742 742 258 256 0 229
From W 15 116 60 0 191 191 15 116 60 0
To N To S To E To W ColTot 989 1532 339 524
Target 988 1533 339 524

Page 295 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 471 of 2236 Jefferson St at Ave 40
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday AM
12 To N To S To E To W RowTt Target To N To S To E To W From N 0 1161 160 128 1450 1449 0 1161 160 128
From S 716 0 118 167 1001 1002 716 0 118 167
From E 257 256 0 229 742 742 257 256 0 229
From W 15 116 60 0 191 191 15 116 60 0
To N To S To E To W ColTot 989 1532 339 524
Target 988 1533 339 524
13 To N To S To E To W RowTt Target To N To S To E To W From N 0 1161 160 128 1450 1449 0 1161 160 128
From S 716 0 118 167 1002 1002 716 0 118 167
From E 257 256 0 229 742 742 257 256 0 229
From W 15 116 60 0 191 191 15 116 60 0
To N To S To E To W ColTot 988 1533 339 524
Target 988 1533 339 524
14 To N To S To E To W RowTt Target To N To S To E To W From N 0 1161 160 128 1449 1449 0 1161 160 128
From S 716 0 118 167 1002 1002 716 0 118 167
From E 257 256 0 229 742 742 257 256 0 229
From W 15 116 60 0 191 191 15 116 60 0
To N To S To E To W ColTot 988 1533 339 524
Target 988 1533 339 524
15 To N To S To E To W RowTt Target To N To S To E To W From N 0 1161 160 128 1449 1449 0 1161 160 128
From S 716 0 118 167 1002 1002 716 0 118 168
From E 257 256 0 229 742 742 257 256 0 229
From W 15 116 60 0 191 191 15 116 60 0
To N To S To E To W ColTot 988 1533 339 524
Target 988 1533 339 524
16 To N To S To E To W RowTt Target To N To S To E To W From N 0 1161 160 128 1449 1449 0 1161 160 128
From S 716 0 118 168 1002 1002 716 0 118 168
From E 257 256 0 229 742 742 257 256 0 229
From W 15 116 60 0 191 191 15 116 60 0
To N To S To E To W ColTot 988 1533 339 524
Target 988 1533 339 524
17 To N To S To E To W RowTt Target To N To S To E To W From N 0 1161 160 128 1449 1449 0 1161 160 128
From S 716 0 118 168 1002 1002 716 0 118 168
From E 257 256 0 229 742 742 257 256 0 229
From W 15 116 60 0 191 191 15 116 60 0
To N To S To E To W ColTot 988 1533 339 524
Target 988 1533 339 524
18 To N To S To E To W RowTt Target To N To S To E To W From N 0 1161 160 128 1449 1449 0 1161 160 128
From S 716 0 118 168 1002 1002 716 0 118 168
From E 257 256 0 229 742 742 257 256 0 229
From W 15 116 60 0 191 191 15 116 60 0
To N To S To E To W ColTot 988 1533 339 524
Target 988 1533 339 524

Page 296 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 472 of 2236 Jefferson St at Ave 40
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday AM
19 To N To S To E To W RowTt Target To N To S To E To W From N 0 1161 160 128 1449 1449 0 1161 160 128
From S 716 0 118 168 1002 1002 716 0 118 168
From E 257 256 0 229 742 742 257 256 0 229
From W 15 116 60 0 191 191 15 116 60 0
To N To S To E To W ColTot 988 1533 339 524
Target 988 1533 339 524
20 To N To S To E To W RowTt Target To N To S To E To W From N 0 1161 160 128 1449 1449 0 1161 160 128 1.000
From S 716 0 118 168 1002 1002 716 0 118 168 1.000
From E 257 256 0 229 742 742 257 256 0 229 1.000
From W 15 116 60 0 191 191 15 116 60 0 1.000
To N To S To E To W ColTot 988 1533 339 524
Target 988 1533 339 524
Pct 1.000 1.000 1.000 1.000
Year NL NT NR SL ST SR EL ET ER WL WT WR
Existing 46 556 74 197 667 69 15 49 44 93 78 248
2045 168 716 118 160 1161 128 15 60 116 256 229 257
max(existing, 2045) 168 716 118 197 1161 128 15 60 116 256 229 257 170 720 120 200 1,170 130 20 70 120 260 230 260
Future volume
North 130 1170 200
1500 1000 SR ST SL
530 750 20 EL WR 260
210 390 70 ET WT 230
1550 1010 120 ER WL 260
Diff NL NT NR
In - Out 3470 3470 0 170 720 120
Turn Movements and Traffic Volumes
rounded to nearest 10
Future Link outputs Turn Move Inputs

Page 297 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 473 of 2236 Jefferson St at Ave 40
Existing Counts
North 35 337 82
709 1085 SR ST SL
250 365 19 EL WR 138
424 496 84 ET WT 70
917 1249 84 ER WL 95
Average NL NT NR
In - Out 2747 2748 2748 67 481 120
Average In-out volumes
North
709 1085
250 365
424 496
917 1249
In - Out 2748 2748 0
1 To N To S To E To W RowTt Target 2 To N To S To E To W From N 0 337 82 35 454 709 0 526 128 55
From S 481 0 120 67 668 1249 900 0 224 125
From E 138 95 0 70 303 365 166 114 0 84
From W 19 84 84 0 187 424 43 190 190 0
To N To S To E To W ColTot 1109 831 543 264
Target 1085 917 496 250
2 To N To S To E To W RowTt Target To N To S To E To W
From N 0 581 117 52 749 709 0 549 111 49
From S 880 0 205 118 1203 1249 913 0 213 123
From E 163 126 0 80 369 365 161 125 0 79
From W 42 210 174 0 426 424 42 209 173 0
To N To S To E To W ColTot 1116 884 497 251
Target 1085 917 496 250
3 To N To S To E To W RowTt Target To N To S To E To W
From N 0 570 111 49 730 709 0 554 107 47
From S 888 0 212 123 1223 1249 907 0 217 125
From E 157 130 0 79 365 365 157 130 0 79
From W 41 217 173 0 431 424 40 214 170 0
To N To S To E To W ColTot 1104 898 495 251
Target 1085 917 496 250
4 To N To S To E To W RowTt Target To N To S To E To W
From N 0 566 108 47 721 709 0 557 106 46
From S 891 0 218 125 1234 1249 903 0 220 126
From E 154 133 0 78 365 365 154 133 0 78
From W 39 218 171 0 428 424 39 216 169 0
To N To S To E To W ColTot 1096 906 495 251
Target 1085 917 496 250
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday PM
Future Link Inputs Turn Move Inputs
Link Inputs

Page 298 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 474 of 2236 Jefferson St at Ave 40
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday PM
5 To N To S To E To W RowTt Target To N To S To E To W
From N 0 564 106 46 716 709 0 558 105 46
From S 894 0 221 126 1240 1249 900 0 222 127
From E 152 134 0 78 365 365 153 134 0 78
From W 39 219 169 0 427 424 38 217 168 0
To N To S To E To W ColTot 1091 910 496 250
Target 1085 917 496 250
6 To N To S To E To W RowTt Target To N To S To E To W
From N 0 562 105 46 713 709 0 559 105 45
From S 895 0 222 126 1244 1249 899 0 223 127
From E 152 135 0 78 365 365 152 135 0 78
From W 38 219 168 0 426 424 38 218 168 0
To N To S To E To W ColTot 1089 913 496 250
Target 1085 917 496 250
7 To N To S To E To W RowTt Target To N To S To E To W
From N 0 562 105 45 712 709 0 560 104 45
From S 896 0 224 127 1246 1249 898 0 224 127
From E 151 136 0 78 365 365 151 136 0 78
From W 38 219 168 0 425 424 38 219 167 0
To N To S To E To W ColTot 1087 914 496 250
Target 1085 917 496 250
8 To N To S To E To W RowTt Target To N To S To E To W
From N 0 561 104 45 711 709 0 560 104 45
From S 896 0 224 127 1247 1249 898 0 225 127
From E 151 136 0 78 365 365 151 136 0 78
From W 38 219 167 0 425 424 38 219 167 0
To N To S To E To W ColTot 1086 915 496 250
Target 1085 917 496 250
9 To N To S To E To W RowTt Target To N To S To E To W
From N 0 561 104 45 710 709 0 560 104 45
From S 896 0 225 127 1248 1249 897 0 225 127
From E 151 137 0 78 365 365 151 137 0 78
From W 38 219 167 0 424 424 38 219 167 0
To N To S To E To W ColTot 1086 916 496 250
Target 1085 917 496 250
10 To N To S To E To W RowTt Target To N To S To E To W From N 0 561 104 45 710 709 0 560 104 45
From S 897 0 225 127 1249 1249 897 0 225 127
From E 151 137 0 78 365 365 151 137 0 78
From W 38 219 167 0 424 424 38 219 167 0
To N To S To E To W ColTot 1085 916 496 250
Target 1085 917 496 250
11 To N To S To E To W RowTt Target To N To S To E To W From N 0 561 104 45 709 709 0 560 104 45
From S 897 0 225 127 1249 1249 897 0 225 127
From E 151 137 0 78 365 365 151 137 0 78
From W 38 219 167 0 424 424 38 219 167 0
To N To S To E To W ColTot 1085 917 496 250
Target 1085 917 496 250

Page 299 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 475 of 2236 Jefferson St at Ave 40
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday PM
12 To N To S To E To W RowTt Target To N To S To E To W From N 0 561 104 45 709 709 0 560 104 45
From S 897 0 225 127 1249 1249 897 0 225 127
From E 150 137 0 78 365 365 150 137 0 78
From W 38 219 167 0 424 424 38 219 167 0
To N To S To E To W ColTot 1085 917 496 250
Target 1085 917 496 250
13 To N To S To E To W RowTt Target To N To S To E To W From N 0 561 104 45 709 709 0 560 104 45
From S 897 0 225 127 1249 1249 897 0 225 127
From E 150 137 0 78 365 365 150 137 0 78
From W 38 219 167 0 424 424 38 219 167 0
To N To S To E To W ColTot 1085 917 496 250
Target 1085 917 496 250
14 To N To S To E To W RowTt Target To N To S To E To W From N 0 560 104 45 709 709 0 560 104 45
From S 897 0 225 127 1249 1249 897 0 225 127
From E 150 137 0 78 365 365 150 137 0 78
From W 38 219 167 0 424 424 38 219 167 0
To N To S To E To W ColTot 1085 917 496 250
Target 1085 917 496 250
15 To N To S To E To W RowTt Target To N To S To E To W From N 0 560 104 45 709 709 0 560 104 45
From S 897 0 225 127 1249 1249 897 0 225 127
From E 150 137 0 78 365 365 150 137 0 78
From W 38 219 167 0 424 424 38 219 167 0
To N To S To E To W ColTot 1085 917 496 250
Target 1085 917 496 250
16 To N To S To E To W RowTt Target To N To S To E To W From N 0 560 104 45 709 709 0 560 104 45
From S 897 0 225 127 1249 1249 897 0 225 127
From E 150 137 0 78 365 365 150 137 0 78
From W 38 219 167 0 424 424 38 219 167 0
To N To S To E To W ColTot 1085 917 496 250
Target 1085 917 496 250
17 To N To S To E To W RowTt Target To N To S To E To W From N 0 560 104 45 709 709 0 560 104 45
From S 897 0 225 127 1249 1249 897 0 225 127
From E 150 137 0 78 365 365 150 137 0 78
From W 38 219 167 0 424 424 38 219 167 0
To N To S To E To W ColTot 1085 917 496 250
Target 1085 917 496 250
18 To N To S To E To W RowTt Target To N To S To E To W From N 0 560 104 45 709 709 0 560 104 45
From S 897 0 225 127 1249 1249 897 0 225 127
From E 150 137 0 78 365 365 150 137 0 78
From W 38 219 167 0 424 424 38 219 167 0
To N To S To E To W ColTot 1085 917 496 250
Target 1085 917 496 250

Page 300 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 476 of 2236 Jefferson St at Ave 40
Turn Movement Forecast: Row-Column-Sum Method
Street Alignment: North/South East/West Scenario: 2045 Without Project Intersection: Time Period: Weekday PM
19 To N To S To E To W RowTt Target To N To S To E To W From N 0 560 104 45 709 709 0 560 104 45
From S 897 0 225 127 1249 1249 897 0 225 127
From E 150 137 0 78 365 365 150 137 0 78
From W 38 219 167 0 424 424 38 219 167 0
To N To S To E To W ColTot 1085 917 496 250
Target 1085 917 496 250
20 To N To S To E To W RowTt Target To N To S To E To W From N 0 560 104 45 709 709 0 560 104 45 1.000
From S 897 0 225 127 1249 1249 897 0 225 127 1.000
From E 150 137 0 78 365 365 150 137 0 78 1.000
From W 38 219 167 0 424 424 38 219 167 0 1.000
To N To S To E To W ColTot 1085 917 496 250
Target 1085 917 496 250
Pct 1.000 1.000 1.000 1.000
Year NL NT NR SL ST SR EL ET ER WL WT WR
Existing 67 481 120 82 337 35 19 84 84 95 70 138
2045 127 897 225 104 560 45 38 167 219 137 78 150
max(existing, 2045) 127 897 225 104 560 45 38 167 219 137 78 150 130 900 230 110 570 50 40 170 220 140 80 160
Future volume
North 50 570 110
730 1100 SR ST SL
260 380 40 EL WR 160
430 510 170 ET WT 80
930 1260 220 ER WL 140
Diff NL NT NR
In - Out 2800 2800 0 130 900 230
Turn Movements and Traffic Volumes
rounded to nearest 10
Future Link outputs Turn Move Inputs

Page 301 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 477 of 2236 CITY OF INDIO | JEFFERSON STREET IMPROVEMENT PROJECT | FOCUSED TRAFFIC STUDY EXISTING YEAR (2021) CONDITIONS

Page 302 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 478 of 2236 HCM 6th AWSC
1: Jefferson St & Avenue 38 06/13/2022
Existing (2021) Conditions Synchro 11 Report
Weekday AM Peak Hour Page 1
Intersection
Intersection Delay, s/veh 11.5
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 31 21 19 136 33 15 16 98 45 13 175 22 Future Vol, veh/h 31 21 19 136 33 15 16 98 45 13 175 22 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles, % 10 19 26 5 18 20 25 12 9 15 5 9
Mvmt Flow 40 27 24 174 42 19 21 126 58 17 224 28
Number of Lanes 110110010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2211
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1122
HCM Control Delay 9.9 11.6 11.3 12.2

HCM LOSA B B B
Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 10% 100% 0% 100% 0% 6%
Vol Thru, % 62% 0% 53% 0% 69% 83%
Vol Right, % 28% 0% 47% 0% 31% 10%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 159 31 40 136 48 210
LT Vol 16 31 0 136 0 13
Through Vol 98 0 21 0 33 175
RT Vol 45 0 19 0 15 22
Lane Flow Rate 204 40 51 174 62 269
Geometry Grp 277772
Degree of Util (X) 0.318 0.077 0.089 0.319 0.104 0.408
Departure Headway (Hd) 5.621 6.936 6.244 6.588 6.082 5.449 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 640 516 573 546 590 660
Service Time 3.658 4.679 3.986 4.323 3.817 3.482
HCM Lane V/C Ratio 0.319 0.078 0.089 0.319 0.105 0.408
HCM Control Delay 11.3 10.3 9.6 12.4 9.5 12.2
HCM Lane LOS BBABAB
HCM 95th-tile Q 1.4 0.2 0.3 1.4 0.3 2

Page 303 of 335 ends

Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 479 of 2236 HCM 6th Signalized Intersection Summary
2: Jefferson St & Avenue 39 06/13/2022
Existing (2021) Conditions Synchro 11 Report
Weekday AM Peak Hour Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 92 50 367 38 56 4 353 93 74 4 252 76 Future Volume (veh/h) 92 50 367 38 56 4 353 93 74 4 252 76 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1841 1870 1868 1856 1945 1530 1811 1633 1899 1900 1853 1841 Adj Flow Rate, veh/h 137 75 548 57 84 6 527 139 110 6 376 113 Peak Hour Factor 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 Percent Heavy Veh, % 4 2 7 3 2 25 6 18 5 0 8 4
Cap, veh/h 411 530 831 293 508 36 535 869 857 444 406 122 Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.24 0.53 0.53 0.01 0.30 0.30 Sat Flow, veh/h 1286 1870 1583 795 1794 128 1725 1633 1609 1810 1368 411 Grp Volume(v), veh/h 137 75 548 57 0 90 527 139 110 6 0 489 Grp Sat Flow(s),veh/h/ln 1286 1870 1583 795 0 1922 1725 1633 1609 1810 0 1779 Q Serve(g_s), s 7.1 2.4 19.8 4.5 0.0 2.8 18.5 3.4 2.7 0.2 0.0 21.0 Cycle Q Clear(g_c), s 9.8 2.4 19.8 6.9 0.0 2.8 18.5 3.4 2.7 0.2 0.0 21.0 Prop In Lane 1.00 1.00 1.00 0.07 1.00 1.00 1.00 0.23
Lane Grp Cap(c), veh/h 411 530 831 293 0 545 535 869 857 444 0 528 V/C Ratio(X) 0.33 0.14 0.66 0.19 0.00 0.17 0.99 0.16 0.13 0.01 0.00 0.93 Avail Cap(c_a), veh/h 422 547 845 300 0 562 535 869 857 559 0 543 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 24.9 21.0 13.6 23.6 0.0 21.2 19.8 9.4 9.2 19.2 0.0 26.8 Incr Delay (d2), s/veh 0.6 0.1 2.0 0.4 0.0 0.2 34.9 0.1 0.1 0.0 0.0 22.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 1.0 6.4 0.8 0.0 1.2 11.5 1.1 0.8 0.1 0.0 11.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.5 21.2 15.6 24.0 0.0 21.4 54.7 9.5 9.3 19.2 0.0 48.8 LnGrp LOS CCBCACDAABAD
Approach Vol, veh/h 760 147 776 495
Approach Delay, s/veh 17.9 22.4 40.2 48.5
Approach LOS B C D D
Timer - Assigned Phs 234 678
Phs Duration (G+Y+Rc), s 26.8 23.0 28.9 26.8 4.5 47.4
Change Period (Y+Rc), s 4.5 4.0 5.5 4.5 4.0 5.5
Max Green Setting (Gmax), s 23.0 19.0 24.0 23.0 5.5 37.5 Max Q Clear Time (g_c+I1), s 21.8 20.5 23.0 8.9 2.2 5.4 Green Ext Time (p_c), s 0.5 0.0 0.4 0.7 0.0 1.7
Intersection Summary
HCM 6th Ctrl Delay 33.1
HCM 6th LOS C

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 480 of 2236 HCM 6th Signalized Intersection Summary
3: Jefferson St & Avenue 40 06/13/2022
Existing (2021) Conditions Synchro 11 Report
Weekday AM Peak Hour Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 15 49 44 93 78 248 46 556 74 197 667 69 Future Volume (veh/h) 15 49 44 93 78 248 46 556 74 197 667 69 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1604 1529 1500 1767 1767 1914 1648 1868 1760 1841 1811 1841 Adj Flow Rate, veh/h 18 60 54 113 95 302 56 678 90 240 813 84 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Percent Heavy Veh, % 20 29 27 9 9 4 17 7 14 4 6 4
Cap, veh/h 220 149 134 246 354 524 266 942 753 457 870 90 Arrive On Green 0.20 0.20 0.20 0.20 0.20 0.20 0.09 0.50 0.50 0.12 0.54 0.54 Sat Flow, veh/h 847 742 667 1208 1767 1622 1570 1868 1492 1753 1614 167 Grp Volume(v), veh/h 18 0 114 113 95 302 56 678 90 240 0 897 Grp Sat Flow(s),veh/h/ln 847 0 1409 1208 1767 1622 1570 1868 1492 1753 0 1781 Q Serve(g_s), s 1.5 0.0 5.7 7.3 3.7 12.6 1.2 22.9 2.6 4.7 0.0 38.0 Cycle Q Clear(g_c), s 5.2 0.0 5.7 13.0 3.7 12.6 1.2 22.9 2.6 4.7 0.0 38.0 Prop In Lane 1.00 0.47 1.00 1.00 1.00 1.00 1.00 0.09
Lane Grp Cap(c), veh/h 220 0 283 246 354 524 266 942 753 457 0 959 V/C Ratio(X) 0.08 0.00 0.40 0.46 0.27 0.58 0.21 0.72 0.12 0.53 0.00 0.93 Avail Cap(c_a), veh/h 259 0 347 301 435 598 330 1039 830 475 0 998 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 29.6 0.0 28.2 33.9 27.4 22.9 15.5 15.7 10.6 11.5 0.0 17.4 Incr Delay (d2), s/veh 0.2 0.0 1.3 1.9 0.6 1.5 0.4 2.7 0.1 1.0 0.0 15.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 1.9 2.1 1.5 4.5 0.4 8.8 0.8 1.5 0.0 16.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 29.8 0.0 29.6 35.8 28.0 24.3 15.9 18.4 10.7 12.5 0.0 32.8 LnGrp LOS CACDCCBBBBAC
Approach Vol, veh/h 132 510 824 1137
Approach Delay, s/veh 29.6 27.5 17.4 28.5
Approach LOS C C B C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 14.0 45.8 21.5 11.2 48.6 21.5
Change Period (Y+Rc), s 4.0 4.8 5.2 4.0 4.8 5.2
Max Green Setting (Gmax), s 10.8 45.2 20.0 10.5 45.5 20.0 Max Q Clear Time (g_c+I1), s 6.7 24.9 7.7 3.2 40.0 15.0 Green Ext Time (p_c), s 0.3 7.5 0.6 0.0 3.7 1.3
Intersection Summary
HCM 6th Ctrl Delay 24.9
HCM 6th LOS C

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 481 of 2236 HCM 6th Signalized Intersection Summary
4: Jefferson St & Sun City Blvd 06/13/2022
Existing (2021) Conditions Synchro 11 Report
Weekday AM Peak Hour Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 1 0 5 165 0 7 1 670 102 11 791 1 Future Volume (veh/h) 1 0 5 165 0 7 1 670 102 11 791 1
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 418 1900 1900 1796 1976 1263 418 1781 1604 952 1868 418 Adj Flow Rate, veh/h 1 0 6 197 0 0 1 770 117 13 909 1
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 100 0 0 7 0 43 100 8 20 64 7 100
Cap, veh/h 2 0 13 321 186 0 1 1918 770 15 1085 1
Arrive On Green 0.01 0.00 0.01 0.09 0.00 0.00 0.00 0.57 0.57 0.02 0.58 0.58 Sat Flow, veh/h 234 0 1402 3421 1976 0 398 3385 1359 906 1866 2 Grp Volume(v), veh/h 7 0 0 197 0 0 1 770 117 13 0 910
Grp Sat Flow(s),veh/h/ln 1636 0 0 1711 1976 0 398 1692 1359 906 0 1868 Q Serve(g_s), s 0.3 0.0 0.0 3.3 0.0 0.0 0.1 7.5 2.4 0.8 0.0 23.4 Cycle Q Clear(g_c), s 0.3 0.0 0.0 3.3 0.0 0.0 0.1 7.5 2.4 0.8 0.0 23.4 Prop In Lane 0.14 0.86 1.00 0.00 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 15 0 0 321 186 0 1 1918 770 15 0 1086 V/C Ratio(X) 0.47 0.00 0.00 0.61 0.00 0.00 1.48 0.40 0.15 0.88 0.00 0.84 Avail Cap(c_a), veh/h 514 0 0 1016 587 0 37 2585 1038 85 0 1426 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 29.1 0.0 0.0 25.7 0.0 0.0 29.4 7.2 6.1 28.9 0.0 10.1 Incr Delay (d2), s/veh 8.1 0.0 0.0 1.9 0.0 0.0 500.0 0.2 0.1 41.2 0.0 4.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.0 1.4 0.0 0.0 0.1 1.8 0.5 0.3 0.0 7.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.1 0.0 0.0 27.6 0.0 0.0 529.4 7.4 6.2 70.1 0.0 14.1 LnGrp LOS DAACAAFAAEAB
Approach Vol, veh/h 7 197 888 923
Approach Delay, s/veh 37.1 27.6 7.8 14.9
Approach LOS D C A B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.0 38.9 4.5 4.1 39.8 10.5
Change Period (Y+Rc), s 4.0 5.5 4.0 4.0 5.5 5.0
Max Green Setting (Gmax), s 5.5 45.0 18.5 5.5 45.0 17.5 Max Q Clear Time (g_c+I1), s 2.8 9.5 2.3 2.1 25.4 5.3
Green Ext Time (p_c), s 0.0 8.9 0.0 0.0 8.8 0.5
Intersection Summary
HCM 6th Ctrl Delay 13.1
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 482 of 2236 HCM 6th AWSC
1: Jefferson St & Avenue 38 06/13/2022
Existing (2021) Conditions Synchro 11 Report
Weekday PM Peak Hour Page 1
Intersection
Intersection Delay, s/veh 9
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 31 27 15 9 10 11 14 187 23 11 138 10 Future Vol, veh/h 31 27 15 9 10 11 14 187 23 11 138 10
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 3 4 0 0 20 9 7 4 0 9 2 0
Mvmt Flow 33 28 16 9 11 12 15 197 24 12 145 11
Number of Lanes 110110010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2211
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1122
HCM Control Delay 8.7 8.5 9.3 8.9

HCM LOSA A A A
Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 6% 100% 0% 100% 0% 7%
Vol Thru, % 83% 0% 64% 0% 48% 87%
Vol Right, % 10% 0% 36% 0% 52% 6%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 224 31 42 9 21 159
LT Vol 14 31 0 9 0 11
Through Vol 187 0 27 0 10 138
RT Vol 23 0 15 0 11 10
Lane Flow Rate 236 33 44 9 22 167
Geometry Grp 277772
Degree of Util (X) 0.292 0.055 0.065 0.016 0.034 0.213
Departure Headway (Hd) 4.453 6.02 5.279 6.028 5.496 4.582 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 806 594 677 593 650 783
Service Time 2.479 3.762 3.021 3.774 3.241 2.61
HCM Lane V/C Ratio 0.293 0.056 0.065 0.015 0.034 0.213
HCM Control Delay 9.3 9.1 8.4 8.9 8.4 8.9
HCM Lane LOS AAAAAA
HCM 95th-tile Q 1.2 0.2 0.2 0 0.1 0.8

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 483 of 2236 HCM 6th Signalized Intersection Summary
2: Jefferson St & Avenue 39 06/13/2022
Existing (2021) Conditions Synchro 11 Report
Weekday PM Peak Hour Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 83 39 213 29 19 17 260 182 52 8 186 38 Future Volume (veh/h) 83 39 213 29 19 17 260 182 52 8 186 38 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1781 1900 1914 1781 1976 1900 1767 1722 1668 1900 1822 1900 Adj Flow Rate, veh/h 98 46 251 34 22 20 306 214 61 9 219 45 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 8 0 4 8 0 0 9 12 20 0 10 0
Cap, veh/h 445 398 614 393 200 182 591 684 562 482 349 72 Arrive On Green 0.21 0.21 0.21 0.21 0.21 0.21 0.17 0.40 0.40 0.01 0.24 0.24 Sat Flow, veh/h 1300 1900 1622 1031 953 867 1682 1722 1413 1810 1466 301 Grp Volume(v), veh/h 98 46 251 34 0 42 306 214 61 9 0 264 Grp Sat Flow(s),veh/h/ln 1300 1900 1622 1031 0 1820 1682 1722 1413 1810 0 1768 Q Serve(g_s), s 2.4 0.7 4.2 1.0 0.0 0.7 4.4 3.1 1.0 0.1 0.0 4.9 Cycle Q Clear(g_c), s 3.1 0.7 4.2 1.7 0.0 0.7 4.4 3.1 1.0 0.1 0.0 4.9 Prop In Lane 1.00 1.00 1.00 0.48 1.00 1.00 1.00 0.17
Lane Grp Cap(c), veh/h 445 398 614 393 0 381 591 684 562 482 0 421 V/C Ratio(X) 0.22 0.12 0.41 0.09 0.00 0.11 0.52 0.31 0.11 0.02 0.00 0.63 Avail Cap(c_a), veh/h 992 1197 1296 827 0 1147 722 1298 1065 737 0 1162 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 12.9 11.7 8.3 12.4 0.0 11.7 7.4 7.6 6.9 10.4 0.0 12.5 Incr Delay (d2), s/veh 0.3 0.2 0.5 0.1 0.0 0.2 0.3 0.4 0.1 0.0 0.0 2.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.2 1.0 0.2 0.0 0.2 0.8 0.7 0.2 0.0 0.0 1.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 13.2 11.8 8.9 12.5 0.0 11.8 7.6 7.9 7.0 10.4 0.0 14.6 LnGrp LOS BBABABAAABAB
Approach Vol, veh/h 395 76 581 273
Approach Delay, s/veh 10.3 12.1 7.7 14.5
Approach LOS B B A B
Timer - Assigned Phs 234 678
Phs Duration (G+Y+Rc), s 12.1 10.2 14.2 12.1 4.3 20.0
Change Period (Y+Rc), s 4.5 4.0 5.5 4.5 4.0 5.5
Max Green Setting (Gmax), s 23.0 9.0 24.0 23.0 5.5 27.5 Max Q Clear Time (g_c+I1), s 6.2 6.4 6.9 3.7 2.1 5.1
Green Ext Time (p_c), s 1.6 0.1 1.8 0.3 0.0 1.9
Intersection Summary
HCM 6th Ctrl Delay 10.1
HCM 6th LOS B

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 484 of 2236 HCM 6th Signalized Intersection Summary
3: Jefferson St & Avenue 40 06/13/2022
Existing (2021) Conditions Synchro 11 Report
Weekday PM Peak Hour Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 19 84 84 95 70 138 67 481 120 82 337 35 Future Volume (veh/h) 19 84 84 95 70 138 67 481 120 82 337 35 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1544 1868 1826 1826 1811 1884 1589 1853 1868 1781 1841 1767 Adj Flow Rate, veh/h 22 99 99 112 82 162 79 566 141 96 396 41 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 24 7 5 5 6 6 21 8 7 8 4 9
Cap, veh/h 322 210 210 295 443 610 468 691 590 427 631 65 Arrive On Green 0.24 0.24 0.24 0.24 0.24 0.24 0.13 0.37 0.37 0.14 0.38 0.38 Sat Flow, veh/h 938 857 857 1156 1811 1596 1513 1853 1583 1697 1640 170 Grp Volume(v), veh/h 22 0 198 112 82 162 79 566 141 96 0 437 Grp Sat Flow(s),veh/h/ln 938 0 1714 1156 1811 1596 1513 1853 1583 1697 0 1810 Q Serve(g_s), s 1.1 0.0 5.6 5.2 2.0 4.0 1.6 15.7 3.5 1.7 0.0 11.2 Cycle Q Clear(g_c), s 3.1 0.0 5.6 10.9 2.0 4.0 1.6 15.7 3.5 1.7 0.0 11.2 Prop In Lane 1.00 0.50 1.00 1.00 1.00 1.00 1.00 0.09
Lane Grp Cap(c), veh/h 322 0 420 295 443 610 468 691 590 427 0 696 V/C Ratio(X) 0.07 0.00 0.47 0.38 0.18 0.27 0.17 0.82 0.24 0.22 0.00 0.63 Avail Cap(c_a), veh/h 421 0 601 418 635 778 557 828 708 507 0 809 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 18.3 0.0 18.4 23.0 17.0 12.1 8.7 16.2 12.3 9.8 0.0 14.2 Incr Delay (d2), s/veh 0.1 0.0 1.2 1.1 0.3 0.3 0.2 6.6 0.4 0.3 0.0 1.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 2.0 1.3 0.7 1.1 0.4 6.5 1.0 0.5 0.0 4.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 18.4 0.0 19.6 24.2 17.3 12.5 8.8 22.8 12.7 10.0 0.0 16.1 LnGrp LOS BABCBBACBBAB
Approach Vol, veh/h 220 356 786 533
Approach Delay, s/veh 19.4 17.3 19.5 15.0
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 11.8 26.1 19.2 11.1 26.7 19.2
Change Period (Y+Rc), s 4.0 4.8 5.2 4.0 4.8 5.2
Max Green Setting (Gmax), s 10.5 25.5 20.0 10.5 25.5 20.0 Max Q Clear Time (g_c+I1), s 3.7 17.7 7.6 3.6 13.2 12.9 Green Ext Time (p_c), s 0.1 3.5 1.2 0.1 3.2 1.1
Intersection Summary
HCM 6th Ctrl Delay 17.8
HCM 6th LOS B

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 485 of 2236 HCM 6th Signalized Intersection Summary
4: Jefferson St & Sun City Blvd 06/13/2022
Existing (2021) Conditions Synchro 11 Report
Weekday PM Peak Hour Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 1 0 4 157 0 11 6 550 210 10 513 1 Future Volume (veh/h) 1 0 4 157 0 11 6 550 210 10 513 1 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 418 1900 1900 1678 1976 1781 1900 1767 1841 1604 1914 418 Adj Flow Rate, veh/h 1 0 4 187 0 0 7 618 236 11 576 1
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 100 0 0 15 0 8 0 9 4 20 4 100
Cap, veh/h 2 0 9 345 213 0 17 1399 650 22 806 1
Arrive On Green 0.01 0.00 0.01 0.11 0.00 0.00 0.01 0.42 0.42 0.01 0.42 0.42 Sat Flow, veh/h 329 0 1317 3196 1976 0 1810 3357 1560 1527 1910 3 Grp Volume(v), veh/h 5 0 0 187 0 0 7 618 236 11 0 577
Grp Sat Flow(s),veh/h/ln 1646 0 0 1598 1976 0 1810 1678 1560 1527 0 1914 Q Serve(g_s), s 0.1 0.0 0.0 2.3 0.0 0.0 0.2 5.4 4.2 0.3 0.0 10.2 Cycle Q Clear(g_c), s 0.1 0.0 0.0 2.3 0.0 0.0 0.2 5.4 4.2 0.3 0.0 10.2 Prop In Lane 0.20 0.80 1.00 0.00 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 11 0 0 345 213 0 17 1399 650 22 0 807 V/C Ratio(X) 0.45 0.00 0.00 0.54 0.00 0.00 0.41 0.44 0.36 0.50 0.00 0.71 Avail Cap(c_a), veh/h 748 0 0 1412 873 0 244 2843 1321 206 0 1621 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 20.2 0.0 0.0 17.2 0.0 0.0 20.1 8.5 8.2 19.9 0.0 9.7 Incr Delay (d2), s/veh 10.2 0.0 0.0 1.3 0.0 0.0 5.9 0.3 0.5 6.4 0.0 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.0 0.8 0.0 0.0 0.1 1.2 0.9 0.1 0.0 2.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.3 0.0 0.0 18.5 0.0 0.0 25.9 8.8 8.6 26.3 0.0 11.4 LnGrp LOS CAABAACAACAB
Approach Vol, veh/h 5 187 861 588
Approach Delay, s/veh 30.3 18.5 8.9 11.7
Approach LOS C B A B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.6 22.5 4.3 4.4 22.7 9.4
Change Period (Y+Rc), s 4.0 5.5 4.0 4.0 5.5 5.0
Max Green Setting (Gmax), s 5.5 34.5 18.5 5.5 34.5 18.0 Max Q Clear Time (g_c+I1), s 2.3 7.4 2.1 2.2 12.2 4.3
Green Ext Time (p_c), s 0.0 7.3 0.0 0.0 5.0 0.5
Intersection Summary
HCM 6th Ctrl Delay 11.1
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 486 of 2236 CITY OF INDIO | JEFFERSON STREET IMPROVEMENT PROJECT | FOCUSED TRAFFIC STUDY BUILDOUT YEAR (2045) WITHOUT PROJECT CONDITIONS

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 487 of 2236 HCM 6th AWSC
1: Jefferson St & Avenue 38 06/10/2022
Buildout (2045) Conditions Without Project Synchro 11 Report Weekday AM Peak Hour Page 1
Intersection
Intersection Delay, s/veh 18.4
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 56 71 130 162 58 15 80 98 76 13 175 31 Future Vol, veh/h 56 71 130 162 58 15 80 98 76 13 175 31 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles, % 10 19 26 5 18 20 25 12 9 15 5 9
Mvmt Flow 72 91 167 208 74 19 103 126 97 17 224 40
Number of Lanes 110110010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2211
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1122
HCM Control Delay 16.6 16 22.2 18.8

HCM LOSC C C C
Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 31% 100% 0% 100% 0% 6%
Vol Thru, % 39% 0% 35% 0% 79% 80%
Vol Right, % 30% 0% 65% 0% 21% 14%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 254 56 201 162 73 219
LT Vol 80 56 0 162 0 13
Through Vol 98 0 71 0 58 175
RT Vol 76 0 130 0 15 31
Lane Flow Rate 326 72 258 208 94 281
Geometry Grp 277772
Degree of Util (X) 0.643 0.162 0.522 0.465 0.198 0.555
Departure Headway (Hd) 7.108 8.112 7.287 8.061 7.625 7.122 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 505 440 492 444 468 503
Service Time 5.186 5.895 5.07 5.848 5.411 5.206
HCM Lane V/C Ratio 0.646 0.164 0.524 0.468 0.201 0.559
HCM Control Delay 22.2 12.5 17.8 17.7 12.3 18.8
HCM Lane LOS C B C C B C
HCM 95th-tile Q 4.5 0.6 3 2.4 0.7 3.3

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 488 of 2236 HCM 6th Signalized Intersection Summary
2: Jefferson St & Avenue 39 06/10/2022
Buildout (2045) Conditions Without Project Synchro 11 Report Weekday AM Peak Hour Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 92 61 412 352 186 27 353 171 201 7 409 76 Future Volume (veh/h) 92 61 412 352 186 27 353 171 201 7 409 76 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1841 1870 1868 1856 1945 1530 1811 1633 1899 1900 1853 1841 Adj Flow Rate, veh/h 137 91 615 525 278 40 527 255 300 10 610 113 Peak Hour Factor 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 Percent Heavy Veh, % 4 2 7 3 2 25 6 18 5 0 8 4
Cap, veh/h 174 322 714 526 302 43 532 958 854 370 529 98 Arrive On Green 0.06 0.17 0.17 0.07 0.18 0.18 0.28 0.62 0.62 0.01 0.35 0.35 Sat Flow, veh/h 1753 1870 1583 3428 1663 239 1725 1552 1384 1810 1520 282 Grp Volume(v), veh/h 137 91 615 525 0 318 527 255 300 10 0 723 Grp Sat Flow(s),veh/h/ln 1753 1870 1583 1714 0 1902 1725 1552 1384 1810 0 1802 Q Serve(g_s), s 8.4 5.9 24.1 9.7 0.0 23.0 38.4 10.5 14.8 0.5 0.0 48.7 Cycle Q Clear(g_c), s 8.4 5.9 24.1 9.7 0.0 23.0 38.4 10.5 14.8 0.5 0.0 48.7 Prop In Lane 1.00 1.00 1.00 0.13 1.00 1.00 1.00 0.16
Lane Grp Cap(c), veh/h 174 322 714 526 0 345 532 958 854 370 0 627 V/C Ratio(X) 0.79 0.28 0.86 1.00 0.00 0.92 0.99 0.27 0.35 0.03 0.00 1.15 Avail Cap(c_a), veh/h 174 322 714 526 0 345 532 958 854 424 0 627 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 48.1 50.4 34.5 53.7 0.0 56.3 43.5 12.3 13.1 29.1 0.0 45.7 Incr Delay (d2), s/veh 20.6 0.6 10.7 38.9 0.0 29.5 36.5 0.2 0.4 0.0 0.0 86.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.9 2.8 20.2 7.5 0.0 13.6 23.3 3.6 4.5 0.2 0.0 36.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 68.7 51.0 45.2 92.5 0.0 85.8 80.0 12.5 13.4 29.1 0.0 132.0 LnGrp LOS E D D F A F E B B C A F
Approach Vol, veh/h 843 843 1082 733
Approach Delay, s/veh 49.7 90.0 45.6 130.5
Approach LOS D F D F
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 14.2 28.6 43.0 54.2 12.9 29.9 5.3 91.9 Change Period (Y+Rc), s 4.5 4.5 4.0 5.5 4.5 4.5 4.0 5.5 Max Green Setting (Gmax), s 9.7 24.1 39.0 48.7 8.4 25.4 5.5 82.2 Max Q Clear Time (g_c+I1), s 11.7 26.1 40.4 50.7 10.4 25.0 2.5 16.8 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.1 0.0 5.7 Intersection Summary
HCM 6th Ctrl Delay 75.1
HCM 6th LOS E

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 489 of 2236 HCM 6th Signalized Intersection Summary
3: Jefferson St & Avenue 40 06/10/2022
Buildout (2045) Conditions Without Project Synchro 11 Report Weekday AM Peak Hour Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 15 60 116 256 229 257 168 716 118 197 1161 128 Future Volume (veh/h) 15 60 116 256 229 257 168 716 118 197 1161 128 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1604 1529 1500 1767 1767 1914 1648 1868 1760 1841 1811 1841 Adj Flow Rate, veh/h 18 73 141 312 279 313 205 873 144 240 1416 156 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Percent Heavy Veh, % 20 29 27 9 9 4 17 7 14 4 6 4
Cap, veh/h 88 349 311 222 403 359 204 1708 282 415 884 97 Arrive On Green 0.24 0.24 0.24 0.24 0.24 0.24 0.09 0.56 0.56 0.08 0.55 0.55 Sat Flow, veh/h 707 1453 1296 1103 1678 1497 1570 3049 503 1753 1603 177 Grp Volume(v), veh/h 18 73 141 312 279 313 205 508 509 240 0 1572 Grp Sat Flow(s),veh/h/ln 707 1453 1296 1103 1678 1497 1570 1775 1778 1753 0 1779 Q Serve(g_s), s 3.0 4.8 11.1 17.7 18.2 24.1 11.0 21.2 21.2 6.9 0.0 66.2 Cycle Q Clear(g_c), s 27.1 4.8 11.1 28.8 18.2 24.1 11.0 21.2 21.2 6.9 0.0 66.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.28 1.00 0.10
Lane Grp Cap(c), veh/h 88 349 311 222 403 359 204 994 995 415 0 982 V/C Ratio(X) 0.21 0.21 0.45 1.40 0.69 0.87 1.01 0.51 0.51 0.58 0.00 1.60 Avail Cap(c_a), veh/h 88 349 311 222 403 359 204 994 995 561 0 982 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 56.8 36.5 38.9 53.6 41.6 43.8 40.3 16.3 16.3 12.3 0.0 26.9 Incr Delay (d2), s/veh 1.6 0.4 1.5 206.3 5.6 20.5 64.5 0.7 0.7 1.3 0.0 275.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 1.7 3.6 19.3 7.8 10.6 9.6 8.1 8.1 2.6 0.0 100.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 58.5 36.9 40.4 259.9 47.1 64.4 104.7 17.0 17.0 13.6 0.0 302.4 LnGrp LOS EDDFDEFBBBAF
Approach Vol, veh/h 232 904 1222 1812
Approach Delay, s/veh 40.7 126.5 31.7 264.1
Approach LOS D F C F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 14.0 72.0 34.0 15.0 71.0 34.0
Change Period (Y+Rc), s 4.0 4.8 5.2 4.0 4.8 5.2
Max Green Setting (Gmax), s 20.0 57.2 28.8 11.0 66.2 28.8 Max Q Clear Time (g_c+I1), s 8.9 23.2 29.1 13.0 68.2 30.8 Green Ext Time (p_c), s 0.5 12.6 0.0 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 153.8
HCM 6th LOS F

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 490 of 2236 HCM 6th Signalized Intersection Summary
4: Jefferson St & Sun City Blvd 06/10/2022
Buildout (2045) Conditions Without Project Synchro 11 Report Weekday AM Peak Hour Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 1 0 5 165 0 7 1 994 102 11 1521 1 Future Volume (veh/h) 1 0 5 165 0 7 1 994 102 11 1521 1 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 418 1900 1900 1796 1976 1263 418 1781 1604 952 1868 418 Adj Flow Rate, veh/h 1 0 6 197 0 0 1 1143 117 13 1748 1 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 100 0 0 7 0 43 100 8 20 64 7 100
Cap, veh/h 2 0 13 297 172 0 1 2211 888 14 1246 1
Arrive On Green 0.01 0.00 0.01 0.09 0.00 0.00 0.00 0.65 0.65 0.02 0.67 0.67 Sat Flow, veh/h 234 0 1402 3421 1976 0 398 3385 1359 906 1867 1 Grp Volume(v), veh/h 7 0 0 197 0 0 1 1143 117 13 0 1749 Grp Sat Flow(s),veh/h/ln 1636 0 0 1711 1976 0 398 1692 1359 906 0 1868 Q Serve(g_s), s 0.3 0.0 0.0 4.4 0.0 0.0 0.1 13.9 2.6 1.1 0.0 52.5 Cycle Q Clear(g_c), s 0.3 0.0 0.0 4.4 0.0 0.0 0.1 13.9 2.6 1.1 0.0 52.5 Prop In Lane 0.14 0.86 1.00 0.00 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 15 0 0 297 172 0 1 2211 888 14 0 1247 V/C Ratio(X) 0.47 0.00 0.00 0.66 0.00 0.00 1.83 0.52 0.13 0.91 0.00 1.40 Avail Cap(c_a), veh/h 437 0 0 870 503 0 40 2211 888 108 0 1247 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 38.8 0.0 0.0 34.8 0.0 0.0 39.3 7.1 5.2 38.6 0.0 13.1 Incr Delay (d2), s/veh 8.5 0.0 0.0 2.5 0.0 0.0 687.6 0.3 0.1 47.7 0.0 186.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 0.0 1.9 0.0 0.0 0.1 3.5 0.5 0.4 0.0 78.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 47.3 0.0 0.0 37.3 0.0 0.0 726.9 7.4 5.3 86.4 0.0 199.1 LnGrp LOS D A A D A A F A A F A F
Approach Vol, veh/h 7 197 1261 1762
Approach Delay, s/veh 47.3 37.3 7.8 198.3
Approach LOS D D A F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.2 56.9 4.7 4.1 58.0 11.8
Change Period (Y+Rc), s 4.0 5.5 4.0 4.0 5.5 5.0
Max Green Setting (Gmax), s 9.4 51.1 21.0 8.0 52.5 20.0 Max Q Clear Time (g_c+I1), s 3.1 15.9 2.3 2.1 54.5 6.4
Green Ext Time (p_c), s 0.0 14.6 0.0 0.0 0.0 0.5
Intersection Summary
HCM 6th Ctrl Delay 113.7
HCM 6th LOS F
Notes
User approved volume balancing among the lanes for turning movement.

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 491 of 2236 HCM 6th AWSC
1: Jefferson St & Avenue 38 06/13/2022
Buildout (2045) Conditions Without Project Synchro 11 Report Weekday PM Peak Hour Page 1
Intersection
Intersection Delay, s/veh 11.4
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 34 58 68 26 54 11 104 187 45 11 138 18 Future Vol, veh/h 34 58 68 26 54 11 104 187 45 11 138 18 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 3 4 0 0 20 9 7 4 0 9 2 0
Mvmt Flow 36 61 72 27 57 12 109 197 47 12 145 19
Number of Lanes 110110010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2211
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1122
HCM Control Delay 10 9.9 13 10.2

HCM LOSA A B B
Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 31% 100% 0% 100% 0% 7%
Vol Thru, % 56% 0% 46% 0% 83% 83%
Vol Right, % 13% 0% 54% 0% 17% 11%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 336 34 126 26 65 167
LT Vol 104 34 0 26 0 11
Through Vol 187 0 58 0 54 138
RT Vol 45 0 68 0 11 18
Lane Flow Rate 354 36 133 27 68 176
Geometry Grp 277772
Degree of Util (X) 0.499 0.066 0.212 0.051 0.122 0.259
Departure Headway (Hd) 5.076 6.63 5.755 6.688 6.405 5.304 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 714 541 623 536 560 677
Service Time 3.076 4.365 3.489 4.426 4.143 3.335
HCM Lane V/C Ratio 0.496 0.067 0.213 0.05 0.121 0.26
HCM Control Delay 13 9.8 10 9.8 10 10.2
HCM Lane LOS BAAAAB
HCM 95th-tile Q 2.8 0.2 0.8 0.2 0.4 1

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 492 of 2236 HCM 6th Signalized Intersection Summary
2: Jefferson St & Avenue 39 06/13/2022
Buildout (2045) Conditions Without Project Synchro 11 Report Weekday PM Peak Hour Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 83 94 242 184 42 53 293 291 358 23 257 38 Future Volume (veh/h) 83 94 242 184 42 53 293 291 358 23 257 38 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1781 1900 1914 1781 1976 1900 1767 1722 1668 1900 1822 1900 Adj Flow Rate, veh/h 98 111 285 216 49 62 345 342 421 27 302 45 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 8 0 4 8 0 0 9 12 20 0 10 0
Cap, veh/h 433 376 574 786 168 213 451 624 557 260 387 58 Arrive On Green 0.07 0.20 0.20 0.08 0.21 0.21 0.16 0.38 0.38 0.02 0.25 0.25 Sat Flow, veh/h 1697 1900 1622 3291 793 1003 1682 1636 1459 1810 1549 231 Grp Volume(v), veh/h 98 111 285 216 0 111 345 342 421 27 0 347 Grp Sat Flow(s),veh/h/ln 1697 1900 1622 1646 0 1795 1682 1636 1459 1810 0 1780 Q Serve(g_s), s 2.7 2.9 8.1 3.0 0.0 3.1 8.5 9.6 14.8 0.6 0.0 10.7 Cycle Q Clear(g_c), s 2.7 2.9 8.1 3.0 0.0 3.1 8.5 9.6 14.8 0.6 0.0 10.7 Prop In Lane 1.00 1.00 1.00 0.56 1.00 1.00 1.00 0.13
Lane Grp Cap(c), veh/h 433 376 574 786 0 381 451 624 557 260 0 444 V/C Ratio(X) 0.23 0.30 0.50 0.27 0.00 0.29 0.76 0.55 0.76 0.10 0.00 0.78 Avail Cap(c_a), veh/h 462 751 895 794 0 710 451 769 686 385 0 725 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 16.9 20.1 14.9 16.4 0.0 19.5 13.6 14.2 15.8 16.2 0.0 20.6 Incr Delay (d2), s/veh 0.3 0.5 0.8 0.2 0.0 0.5 6.9 1.1 4.5 0.1 0.0 4.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 1.2 2.6 1.0 0.0 1.2 3.4 3.1 4.7 0.2 0.0 4.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 17.2 20.7 15.7 16.6 0.0 20.0 20.5 15.3 20.3 16.3 0.0 24.9 LnGrp LOS BCBBABCBCBAC
Approach Vol, veh/h 494 327 1108 374
Approach Delay, s/veh 17.1 17.8 18.8 24.2
Approach LOS B B B C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.4 16.2 13.2 20.2 8.5 17.0 5.4 28.0 Change Period (Y+Rc), s 4.5 4.5 4.0 5.5 4.5 4.5 4.0 5.5 Max Green Setting (Gmax), s 5.0 23.3 9.2 24.0 5.0 23.3 5.5 27.7 Max Q Clear Time (g_c+I1), s 5.0 10.1 10.5 12.7 4.7 5.1 2.6 16.8 Green Ext Time (p_c), s 0.0 1.5 0.0 2.0 0.0 0.5 0.0 4.7 Intersection Summary
HCM 6th Ctrl Delay 19.2
HCM 6th LOS B

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 493 of 2236 HCM 6th Signalized Intersection Summary
3: Jefferson St & Avenue 40 06/13/2022
Buildout (2045) Conditions Without Project Synchro 11 Report Weekday PM Peak Hour Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 38 167 219 137 78 150 127 897 225 104 560 45 Future Volume (veh/h) 38 167 219 137 78 150 127 897 225 104 560 45 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1544 1868 1826 1826 1811 1884 1589 1853 1868 1781 1841 1767 Adj Flow Rate, veh/h 45 196 258 161 92 176 149 1055 265 122 659 53 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 24 7 5 5 6 6 21 8 7 8 4 9
Cap, veh/h 252 476 425 208 461 412 317 1205 301 329 719 58 Arrive On Green 0.27 0.27 0.27 0.27 0.27 0.27 0.12 0.43 0.43 0.12 0.43 0.43 Sat Flow, veh/h 918 1775 1583 915 1721 1535 1513 2790 697 1697 1681 135 Grp Volume(v), veh/h 45 196 258 161 92 176 149 663 657 122 0 712 Grp Sat Flow(s),veh/h/ln 918 1775 1583 915 1721 1535 1513 1760 1727 1697 0 1816 Q Serve(g_s), s 3.3 7.0 11.1 9.7 3.2 7.4 3.8 26.7 27.0 2.7 0.0 28.6 Cycle Q Clear(g_c), s 10.7 7.0 11.1 20.8 3.2 7.4 3.8 26.7 27.0 2.7 0.0 28.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.40 1.00 0.07
Lane Grp Cap(c), veh/h 252 476 425 208 461 412 317 760 746 329 0 777 V/C Ratio(X) 0.18 0.41 0.61 0.77 0.20 0.43 0.47 0.87 0.88 0.37 0.00 0.92 Avail Cap(c_a), veh/h 252 476 425 208 461 412 336 785 770 358 0 810 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.9 23.4 24.8 35.3 21.9 23.5 15.2 20.1 20.2 14.8 0.0 20.9 Incr Delay (d2), s/veh 0.5 0.8 3.0 17.5 0.3 1.0 1.1 11.0 11.9 0.7 0.0 15.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 2.8 4.1 3.9 1.2 2.5 1.1 11.6 11.6 0.9 0.0 13.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.3 24.2 27.8 52.8 22.2 24.5 16.3 31.1 32.1 15.5 0.0 36.2 LnGrp LOS CCCDCCBCCBAD
Approach Vol, veh/h 499 429 1469 834
Approach Delay, s/veh 26.4 34.6 30.0 33.2
Approach LOS C C C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 13.3 38.3 26.0 13.6 38.0 26.0
Change Period (Y+Rc), s 4.0 4.8 5.2 4.0 4.8 5.2
Max Green Setting (Gmax), s 10.6 34.6 20.8 10.6 34.6 20.8 Max Q Clear Time (g_c+I1), s 4.7 29.0 13.1 5.8 30.6 22.8 Green Ext Time (p_c), s 0.1 4.5 2.3 0.1 2.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 30.9
HCM 6th LOS C

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 494 of 2236 HCM 6th Signalized Intersection Summary
4: Jefferson St & Sun City Blvd 06/13/2022
Buildout (2045) Conditions Without Project Synchro 11 Report Weekday PM Peak Hour Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 1 0 4 157 0 11 6 1237 210 10 905 1 Future Volume (veh/h) 1 0 4 157 0 11 6 1237 210 10 905 1 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 418 1900 1900 1678 1976 1781 1900 1767 1841 1604 1914 418 Adj Flow Rate, veh/h 1 0 4 187 0 0 7 1390 236 11 1017 1 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 100 0 0 15 0 8 0 9 4 20 4 100
Cap, veh/h 2 0 9 286 177 0 16 2100 976 21 1205 1
Arrive On Green 0.01 0.00 0.01 0.09 0.00 0.00 0.01 0.63 0.63 0.01 0.63 0.63 Sat Flow, veh/h 329 0 1317 3196 1976 0 1810 3357 1560 1527 1912 2 Grp Volume(v), veh/h 5 0 0 187 0 0 7 1390 236 11 0 1018 Grp Sat Flow(s),veh/h/ln 1646 0 0 1598 1976 0 1810 1678 1560 1527 0 1914 Q Serve(g_s), s 0.2 0.0 0.0 4.0 0.0 0.0 0.3 18.5 4.7 0.5 0.0 29.4 Cycle Q Clear(g_c), s 0.2 0.0 0.0 4.0 0.0 0.0 0.3 18.5 4.7 0.5 0.0 29.4 Prop In Lane 0.20 0.80 1.00 0.00 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 11 0 0 286 177 0 16 2100 976 21 0 1207 V/C Ratio(X) 0.46 0.00 0.00 0.65 0.00 0.00 0.43 0.66 0.24 0.52 0.00 0.84 Avail Cap(c_a), veh/h 435 0 0 822 508 0 142 2854 1327 120 0 1628 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 34.6 0.0 0.0 30.8 0.0 0.0 34.5 8.4 5.8 34.3 0.0 10.2 Incr Delay (d2), s/veh 10.7 0.0 0.0 2.5 0.0 0.0 6.3 0.5 0.2 7.3 0.0 3.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.0 1.6 0.0 0.0 0.1 4.5 1.1 0.2 0.0 9.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.4 0.0 0.0 33.3 0.0 0.0 40.8 8.9 6.0 41.6 0.0 13.9 LnGrp LOS D A A C A A D A A D A B
Approach Vol, veh/h 5 187 1633 1029
Approach Delay, s/veh 45.4 33.3 8.6 14.2
Approach LOS D C A B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.0 49.3 4.5 4.6 49.6 11.3
Change Period (Y+Rc), s 4.0 5.5 4.0 4.0 5.5 5.0
Max Green Setting (Gmax), s 5.5 59.5 18.5 5.5 59.5 18.0 Max Q Clear Time (g_c+I1), s 2.5 20.5 2.2 2.3 31.4 6.0
Green Ext Time (p_c), s 0.0 20.9 0.0 0.0 12.7 0.5
Intersection Summary
HCM 6th Ctrl Delay 12.3
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 495 of 2236 CITY OF INDIO | JEFFERSON STREET IMPROVEMENT PROJECT | FOCUSED TRAFFIC STUDY BUILDOUT YEAR (2045) WITH PROJECT CONDITIONS

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 496 of 2236 HCM 6th AWSC
1: Jefferson St & Avenue 38 06/10/2022
Buildout (2045) Conditions With Project Synchro 11 Report Weekday AM Peak Hour Page 1
Intersection
Intersection Delay, s/veh 17.2
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 56 71 130 162 58 15 80 98 76 13 175 31 Future Vol, veh/h 56 71 130 162 58 15 80 98 76 13 175 31 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles, % 10 19 26 5 18 20 25 12 9 15 5 9
Mvmt Flow 72 91 167 208 74 19 103 126 97 17 224 40
Number of Lanes 1 1 0 1 1 0 1 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 2 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 1 2 2
HCM Control Delay 16.6 16 15.3 21.5

HCM LOS C C C C

Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 100% 0% 100% 0% 100% 0% 6%
Vol Thru, % 0% 56% 0% 35% 0% 79% 80%
Vol Right, % 0% 44% 0% 65% 0% 21% 14%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 80 174 56 201 162 73 219
LT Vol 80 0 56 0 162 0 13
Through Vol 0 98 0 71 0 58 175
RT Vol 0 76 0 130 0 15 31
Lane Flow Rate 103 223 72 258 208 94 281
Geometry Grp 7 7 7 7 7 7 6
Degree of Util (X) 0.238 0.452 0.162 0.522 0.465 0.198 0.597 Departure Headway (Hd) 8.352 7.299 8.111 7.288 8.059 7.623 7.652 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 429 493 442 495 447 470 472
Service Time 6.118 5.064 5.875 5.051 5.826 5.391 5.717
HCM Lane V/C Ratio 0.24 0.452 0.163 0.521 0.465 0.2 0.595 HCM Control Delay 13.7 16 12.4 17.8 17.7 12.3 21.5
HCM Lane LOS B C B C C B C
HCM 95th-tile Q 0.9 2.3 0.6 3 2.4 0.7 3.8

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 497 of 2236 HCM 6th Signalized Intersection Summary
2: Jefferson St & Avenue 39 06/10/2022
Buildout (2045) Conditions With Project Synchro 11 Report Weekday AM Peak Hour Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 92 61 412 352 186 27 353 171 201 7 409 76 Future Volume (veh/h) 92 61 412 352 186 27 353 171 201 7 409 76 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1841 1870 1868 1856 1945 1530 1811 1633 1899 1900 1853 1841 Adj Flow Rate, veh/h 137 91 615 525 278 40 527 255 300 10 610 113 Peak Hour Factor 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 Percent Heavy Veh, % 4 2 7 3 2 25 6 18 5 0 8 4
Cap, veh/h 310 503 769 691 447 64 492 702 627 313 728 135 Arrive On Green 0.06 0.27 0.27 0.06 0.27 0.27 0.22 0.45 0.45 0.01 0.25 0.25 Sat Flow, veh/h 1753 1870 1583 3428 1663 239 1725 1552 1384 1810 2966 548 Grp Volume(v), veh/h 137 91 615 525 0 318 527 255 300 10 361 362 Grp Sat Flow(s),veh/h/ln 1753 1870 1583 1714 0 1902 1725 1552 1384 1810 1760 1754 Q Serve(g_s), s 5.0 3.3 23.5 5.0 0.0 12.8 19.0 9.4 13.2 0.4 17.1 17.1 Cycle Q Clear(g_c), s 5.0 3.3 23.5 5.0 0.0 12.8 19.0 9.4 13.2 0.4 17.1 17.1 Prop In Lane 1.00 1.00 1.00 0.13 1.00 1.00 1.00 0.31
Lane Grp Cap(c), veh/h 310 503 769 691 0 511 492 702 627 313 432 430 V/C Ratio(X) 0.44 0.18 0.80 0.76 0.00 0.62 1.07 0.36 0.48 0.03 0.84 0.84 Avail Cap(c_a), veh/h 310 503 769 691 0 511 492 702 627 409 483 481 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 22.6 24.6 18.9 27.7 0.0 28.1 21.1 15.7 16.7 24.4 31.3 31.4 Incr Delay (d2), s/veh 1.0 0.2 6.1 4.9 0.0 2.5 60.9 0.4 0.8 0.0 12.0 12.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 1.4 10.5 3.0 0.0 5.8 15.1 3.1 3.9 0.1 8.2 8.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.6 24.8 25.0 32.6 0.0 30.6 82.0 16.1 17.5 24.4 43.3 43.7 LnGrp LOS C C C C A C F B B C D D
Approach Vol, veh/h 843 843 1082 733
Approach Delay, s/veh 24.8 31.8 48.6 43.2
Approach LOS C C D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.5 28.0 23.0 27.0 9.5 28.0 4.9 45.1 Change Period (Y+Rc), s 4.5 4.5 4.0 5.5 4.5 4.5 4.0 5.5 Max Green Setting (Gmax), s 5.0 23.5 19.0 24.0 5.0 23.5 5.5 37.5 Max Q Clear Time (g_c+I1), s 7.0 25.5 21.0 19.1 7.0 14.8 2.4 15.2 Green Ext Time (p_c), s 0.0 0.0 0.0 2.3 0.0 1.3 0.0 4.8 Intersection Summary
HCM 6th Ctrl Delay 37.7
HCM 6th LOS D

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 498 of 2236 HCM 6th Signalized Intersection Summary
3: Jefferson St & Avenue 40 06/10/2022
Buildout (2045) Conditions With Project Synchro 11 Report Weekday AM Peak Hour Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 15 60 116 256 229 257 168 716 118 197 1161 128 Future Volume (veh/h) 15 60 116 256 229 257 168 716 118 197 1161 128 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1604 1529 1500 1767 1767 1914 1648 1868 1760 1841 1811 1841 Adj Flow Rate, veh/h 18 73 141 312 279 313 205 873 144 240 1416 156 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Percent Heavy Veh, % 20 29 27 9 9 4 17 7 14 4 6 4
Cap, veh/h 154 436 389 309 504 449 233 1397 230 380 1430 156 Arrive On Green 0.30 0.30 0.30 0.30 0.30 0.30 0.10 0.46 0.46 0.10 0.46 0.46 Sat Flow, veh/h 707 1453 1296 1103 1678 1497 1570 3049 503 1753 3128 342 Grp Volume(v), veh/h 18 73 141 312 279 313 205 508 509 240 774 798 Grp Sat Flow(s),veh/h/ln 707 1453 1296 1103 1678 1497 1570 1775 1778 1753 1721 1749 Q Serve(g_s), s 2.3 3.7 8.5 21.3 13.9 18.4 8.1 21.6 21.6 7.0 44.1 45.2 Cycle Q Clear(g_c), s 20.7 3.7 8.5 29.8 13.9 18.4 8.1 21.6 21.6 7.0 44.1 45.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.28 1.00 0.20
Lane Grp Cap(c), veh/h 154 436 389 309 504 449 233 813 815 380 787 800 V/C Ratio(X) 0.12 0.17 0.36 1.01 0.55 0.70 0.88 0.62 0.62 0.63 0.98 1.00 Avail Cap(c_a), veh/h 154 436 389 309 504 449 244 813 815 462 787 800 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.9 25.6 27.3 41.5 29.2 30.7 26.6 20.4 20.4 15.4 26.6 26.9 Incr Delay (d2), s/veh 0.5 0.3 0.8 53.4 1.7 5.1 28.2 1.9 1.9 2.0 28.2 31.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 1.2 2.6 11.9 5.4 6.8 4.5 8.5 8.5 2.7 22.5 24.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.4 25.9 28.1 94.9 30.8 35.9 54.8 22.3 22.3 17.4 54.7 57.9 LnGrp LOS D C C F C D D C C B D E
Approach Vol, veh/h 232 904 1222 1812
Approach Delay, s/veh 28.3 54.7 27.8 51.2
Approach LOS C D C D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 14.0 50.3 35.0 14.1 50.2 35.0
Change Period (Y+Rc), s 4.0 4.8 5.2 4.0 4.8 5.2
Max Green Setting (Gmax), s 14.6 41.6 29.8 10.8 45.4 29.8 Max Q Clear Time (g_c+I1), s 9.0 23.6 22.7 10.1 47.2 31.8 Green Ext Time (p_c), s 0.3 9.1 0.9 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 43.8
HCM 6th LOS D

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 499 of 2236 HCM 6th Signalized Intersection Summary
4: Jefferson St & Sun City Blvd 06/10/2022
Buildout (2045) Conditions With Project Synchro 11 Report Weekday AM Peak Hour Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 1 0 5 165 0 7 1 994 102 11 1521 1 Future Volume (veh/h) 1 0 5 165 0 7 1 994 102 11 1521 1 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 418 1900 1900 1796 1976 1263 418 1781 1604 952 1868 418 Adj Flow Rate, veh/h 1 0 6 197 0 0 1 1143 117 13 1748 1 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 100 0 0 7 0 43 100 8 20 64 7 100
Cap, veh/h 2 0 13 331 191 0 1 1795 721 15 2871 2
Arrive On Green 0.01 0.00 0.01 0.10 0.00 0.00 0.00 0.53 0.53 0.02 0.55 0.55 Sat Flow, veh/h 234 0 1402 3421 1976 0 398 3385 1359 906 5265 3 Grp Volume(v), veh/h 7 0 0 197 0 0 1 1143 117 13 1129 620 Grp Sat Flow(s),veh/h/ln 1636 0 0 1711 1976 0 398 1692 1359 906 1700 1868 Q Serve(g_s), s 0.2 0.0 0.0 2.9 0.0 0.0 0.1 12.8 2.4 0.8 12.0 12.0 Cycle Q Clear(g_c), s 0.2 0.0 0.0 2.9 0.0 0.0 0.1 12.8 2.4 0.8 12.0 12.0 Prop In Lane 0.14 0.86 1.00 0.00 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 15 0 0 331 191 0 1 1795 721 15 1854 1019 V/C Ratio(X) 0.46 0.00 0.00 0.60 0.00 0.00 1.34 0.64 0.16 0.87 0.61 0.61 Avail Cap(c_a), veh/h 568 0 0 1124 649 0 41 2224 893 94 2234 1227 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.3 0.0 0.0 23.1 0.0 0.0 26.6 8.9 6.4 26.1 8.2 8.2 Incr Delay (d2), s/veh 8.0 0.0 0.0 1.7 0.0 0.0 425.1 0.6 0.1 39.4 0.5 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.0 1.2 0.0 0.0 0.1 3.1 0.5 0.3 2.8 3.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.2 0.0 0.0 24.8 0.0 0.0 451.7 9.4 6.6 65.6 8.7 9.1 LnGrp LOS C A A C A A F A A E A A
Approach Vol, veh/h 7 197 1261 1762
Approach Delay, s/veh 34.2 24.8 9.5 9.3
Approach LOS C C A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.9 33.8 4.5 4.1 34.6 10.2
Change Period (Y+Rc), s 4.0 5.5 4.0 4.0 5.5 5.0
Max Green Setting (Gmax), s 5.5 35.0 18.5 5.5 35.0 17.5 Max Q Clear Time (g_c+I1), s 2.8 14.8 2.2 2.1 14.0 4.9
Green Ext Time (p_c), s 0.0 10.9 0.0 0.0 15.0 0.5
Intersection Summary
HCM 6th Ctrl Delay 10.4
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 500 of 2236 HCM 6th AWSC
1: Jefferson St & Avenue 38 06/10/2022
Buildout (2045) Conditions With Project Synchro 11 Report Weekday PM Peak Hour Page 1
Intersection
Intersection Delay, s/veh 10.8
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 34 58 68 26 54 11 104 187 45 11 138 18 Future Vol, veh/h 34 58 68 26 54 11 104 187 45 11 138 18 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 3 4 0 0 20 9 7 4 0 9 2 0
Mvmt Flow 36 61 72 27 57 12 109 197 47 12 145 19
Number of Lanes 1 1 0 1 1 0 1 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 2 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 1 2 2
HCM Control Delay 10.1 10 11.1 11.3

HCM LOS B A B B

Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 100% 0% 100% 0% 100% 0% 7%
Vol Thru, % 0% 81% 0% 46% 0% 83% 83%
Vol Right, % 0% 19% 0% 54% 0% 17% 11%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 104 232 34 126 26 65 167
LT Vol 104 0 34 0 26 0 11
Through Vol 0 187 0 58 0 54 138
RT Vol 0 45 0 68 0 11 18
Lane Flow Rate 109 244 36 133 27 68 176
Geometry Grp 7 7 7 7 7 7 6
Degree of Util (X) 0.188 0.373 0.067 0.214 0.051 0.123 0.289 Departure Headway (Hd) 6.194 5.501 6.694 5.82 6.754 6.471 5.909 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 582 657 536 617 531 554 608
Service Time 3.894 3.201 4.426 3.552 4.49 4.206 3.938
HCM Lane V/C Ratio 0.187 0.371 0.067 0.216 0.051 0.123 0.289 HCM Control Delay 10.3 11.4 9.9 10.1 9.9 10.1 11.3
HCM Lane LOS B B A B A B B
HCM 95th-tile Q 0.7 1.7 0.2 0.8 0.2 0.4 1.2

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 501 of 2236 HCM 6th Signalized Intersection Summary
2: Jefferson St & Avenue 39 06/10/2022
Buildout (2045) Conditions With Project Synchro 11 Report Weekday PM Peak Hour Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 83 94 242 184 42 53 293 291 358 23 257 38 Future Volume (veh/h) 83 94 242 184 42 53 293 291 358 23 257 38 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1781 1900 1914 1781 1976 1900 1767 1722 1668 1900 1822 1900 Adj Flow Rate, veh/h 98 111 285 216 49 62 345 342 421 27 302 45 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 8 0 4 8 0 0 9 12 20 0 10 0
Cap, veh/h 441 379 577 801 170 215 538 606 541 252 721 106 Arrive On Green 0.07 0.20 0.20 0.08 0.21 0.21 0.16 0.37 0.37 0.02 0.24 0.24 Sat Flow, veh/h 1697 1900 1622 3291 793 1003 1682 1636 1459 1810 3026 446 Grp Volume(v), veh/h 98 111 285 216 0 111 345 342 421 27 171 176 Grp Sat Flow(s),veh/h/ln 1697 1900 1622 1646 0 1795 1682 1636 1459 1810 1731 1742 Q Serve(g_s), s 2.6 2.9 7.9 2.9 0.0 3.0 8.5 9.6 14.7 0.6 4.8 4.9 Cycle Q Clear(g_c), s 2.6 2.9 7.9 2.9 0.0 3.0 8.5 9.6 14.7 0.6 4.8 4.9 Prop In Lane 1.00 1.00 1.00 0.56 1.00 1.00 1.00 0.26
Lane Grp Cap(c), veh/h 441 379 577 801 0 385 538 606 541 252 413 415 V/C Ratio(X) 0.22 0.29 0.49 0.27 0.00 0.29 0.64 0.56 0.78 0.11 0.42 0.42 Avail Cap(c_a), veh/h 472 776 917 810 0 734 538 782 698 381 722 727 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 16.4 19.6 14.5 15.9 0.0 18.9 12.4 14.4 16.0 16.3 18.5 18.6 Incr Delay (d2), s/veh 0.3 0.5 0.8 0.2 0.0 0.5 2.0 1.2 5.0 0.1 1.0 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 1.1 2.5 0.9 0.0 1.1 2.8 3.1 4.7 0.2 1.8 1.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.6 20.1 15.3 16.1 0.0 19.4 14.4 15.6 21.0 16.4 19.5 19.5 LnGrp LOS B C B B A B B B C B B B
Approach Vol, veh/h 494 327 1108 374
Approach Delay, s/veh 16.6 17.2 17.3 19.3
Approach LOS B B B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.3 16.0 13.0 19.2 8.5 16.8 5.4 26.8 Change Period (Y+Rc), s 4.5 4.5 4.0 5.5 4.5 4.5 4.0 5.5 Max Green Setting (Gmax), s 5.0 23.5 9.0 24.0 5.0 23.5 5.5 27.5 Max Q Clear Time (g_c+I1), s 4.9 9.9 10.5 6.9 4.6 5.0 2.6 16.7 Green Ext Time (p_c), s 0.0 1.6 0.0 2.4 0.0 0.5 0.0 4.6 Intersection Summary
HCM 6th Ctrl Delay 17.5
HCM 6th LOS B

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 502 of 2236 HCM 6th Signalized Intersection Summary
3: Jefferson St & Avenue 40 06/10/2022
Buildout (2045) Conditions With Project Synchro 11 Report Weekday PM Peak Hour Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 38 167 219 137 78 150 127 897 225 104 560 45 Future Volume (veh/h) 38 167 219 137 78 150 127 897 225 104 560 45 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1544 1868 1826 1826 1811 1884 1589 1853 1868 1781 1841 1767 Adj Flow Rate, veh/h 45 196 258 161 92 176 149 1055 265 122 659 53 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 24 7 5 5 6 6 21 8 7 8 4 9
Cap, veh/h 263 496 443 220 481 429 449 1177 294 321 1370 110 Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.12 0.42 0.42 0.12 0.42 0.42 Sat Flow, veh/h 918 1775 1583 915 1721 1535 1513 2790 697 1697 3279 263 Grp Volume(v), veh/h 45 196 258 161 92 176 149 663 657 122 351 361 Grp Sat Flow(s),veh/h/ln 918 1775 1583 915 1721 1535 1513 1760 1727 1697 1749 1793 Q Serve(g_s), s 3.3 7.0 10.9 10.9 3.2 7.3 3.9 27.3 27.7 2.8 11.4 11.4 Cycle Q Clear(g_c), s 10.6 7.0 10.9 21.8 3.2 7.3 3.9 27.3 27.7 2.8 11.4 11.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.40 1.00 0.15
Lane Grp Cap(c), veh/h 263 496 443 220 481 429 449 742 729 321 731 749 V/C Ratio(X) 0.17 0.40 0.58 0.73 0.19 0.41 0.33 0.89 0.90 0.38 0.48 0.48 Avail Cap(c_a), veh/h 263 496 443 220 481 429 487 758 744 350 731 750 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 27.2 22.8 24.2 34.7 21.4 22.9 10.2 20.9 21.0 15.2 16.5 16.5 Incr Delay (d2), s/veh 0.4 0.7 2.4 12.8 0.3 0.9 0.4 13.4 14.5 0.7 0.8 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 2.8 4.0 3.7 1.2 2.5 1.1 12.3 12.4 0.9 4.3 4.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.6 23.5 26.6 47.5 21.7 23.8 10.6 34.3 35.5 16.0 17.4 17.4 LnGrp LOS C C C D C C B C D B B B
Approach Vol, veh/h 499 429 1469 834
Approach Delay, s/veh 25.4 32.2 32.4 17.2
Approach LOS C C C B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 13.3 37.7 27.0 13.6 37.4 27.0
Change Period (Y+Rc), s 4.0 4.8 5.2 4.0 4.8 5.2
Max Green Setting (Gmax), s 10.6 33.6 21.8 11.6 32.6 21.8 Max Q Clear Time (g_c+I1), s 4.8 29.7 12.9 5.9 13.4 23.8 Green Ext Time (p_c), s 0.1 3.2 2.5 0.2 6.5 0.0
Intersection Summary
HCM 6th Ctrl Delay 27.4
HCM 6th LOS C

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 503 of 2236 HCM 6th Signalized Intersection Summary
4: Jefferson St & Sun City Blvd 06/10/2022
Buildout (2045) Conditions With Project Synchro 11 Report Weekday PM Peak Hour Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 1 0 4 157 0 11 6 1237 210 10 905 1 Future Volume (veh/h) 1 0 4 157 0 11 6 1237 210 10 905 1 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 418 1900 1900 1678 1976 1781 1900 1767 1841 1604 1914 418 Adj Flow Rate, veh/h 1 0 4 187 0 0 7 1390 236 11 1017 1 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 100 0 0 15 0 8 0 9 4 20 4 100
Cap, veh/h 2 0 9 297 184 0 17 1960 911 21 3175 3
Arrive On Green 0.01 0.00 0.01 0.09 0.00 0.00 0.01 0.58 0.58 0.01 0.59 0.59 Sat Flow, veh/h 329 0 1317 3196 1976 0 1810 3357 1560 1527 5392 5 Grp Volume(v), veh/h 5 0 0 187 0 0 7 1390 236 11 657 361 Grp Sat Flow(s),veh/h/ln 1646 0 0 1598 1976 0 1810 1678 1560 1527 1742 1913 Q Serve(g_s), s 0.2 0.0 0.0 3.4 0.0 0.0 0.2 18.0 4.5 0.4 5.8 5.8 Cycle Q Clear(g_c), s 0.2 0.0 0.0 3.4 0.0 0.0 0.2 18.0 4.5 0.4 5.8 5.8 Prop In Lane 0.20 0.80 1.00 0.00 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 11 0 0 297 184 0 17 1960 911 21 2051 1127 V/C Ratio(X) 0.46 0.00 0.00 0.63 0.00 0.00 0.42 0.71 0.26 0.52 0.32 0.32 Avail Cap(c_a), veh/h 498 0 0 940 581 0 163 2442 1135 137 2535 1392 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.3 0.0 0.0 26.7 0.0 0.0 30.1 9.0 6.2 30.0 6.4 6.4 Incr Delay (d2), s/veh 10.6 0.0 0.0 2.2 0.0 0.0 6.2 0.9 0.2 7.0 0.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.0 1.4 0.0 0.0 0.1 4.4 1.0 0.2 1.4 1.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.8 0.0 0.0 28.9 0.0 0.0 36.3 9.9 6.4 37.0 6.5 6.6 LnGrp LOS D A A C A A D A A D A A
Approach Vol, veh/h 5 187 1633 1029
Approach Delay, s/veh 40.8 28.9 9.5 6.9
Approach LOS D C A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.9 41.2 4.4 4.6 41.5 10.7
Change Period (Y+Rc), s 4.0 5.5 4.0 4.0 5.5 5.0
Max Green Setting (Gmax), s 5.5 44.5 18.5 5.5 44.5 18.0 Max Q Clear Time (g_c+I1), s 2.4 20.0 2.2 2.2 7.8 5.4
Green Ext Time (p_c), s 0.0 15.7 0.0 0.0 10.7 0.5
Intersection Summary
HCM 6th Ctrl Delay 9.9
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 504 of 2236 CITY OF INDIO | JEFFERSON STREET IMPROVEMENT PROJECT | FOCUSED TRAFFIC STUDY

APPENDIX F

TRAFFIC SIGNAL WARRANT WORKSHEETS

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 505 of 2236 California MUTCD 2012 Edition
(FHWA’s MUTCD 2009 Edition, as amended for use in California) Chapter 4C – Traffic Control Signal Needs Studies January 13, 2012 Part 4 – Highway Traffic Signals

Page 845 ends

Avenue 38
Jefferson Street
x
45 40
7:30 AM
5:00 PM
4:00 PM
8:30 AM
492
254
251
336
238
286
312
218
7:45 AM
5:00 PM
4:00 PM
8:45 AM
478
263
251
336
238
286
287
176
x
x
x
x
x
x
x
x

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 506 of 2236 California MUTCD 2012 Edition
(FHWA’s MUTCD 2009 Edition, as amended for use in California) Chapter 4C – Traffic Control Signal Needs Studies January 13, 2012 Part 4 – Highway Traffic Signals

Page 846 ends

478
X
X
263
7:30 AM
x
x
x
x
x
x
X
X
7:30 AM
4:00 PM
8:30 AM
478
263
251
336
238
286
312
218
x
x
5:00 PM
x

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 507 of 2236 California MUTCD 2012 Edition
(FHWA’s MUTCD 2009 Edition, as amended for use in California) Chapter 4C – Traffic Control Signal Needs Studies January 13, 2012 Part 4 – Highway Traffic Signals

Page 840 ends

_____________________________________________________________________________________ x
x
x
x (478,263)
(251,336)
(238,286)
(312,218)

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 508 of 2236 California MUTCD 2012 Edition
(FHWA’s MUTCD 2009 Edition, as amended for use in California) Chapter 4C – Traffic Control Signal Needs Studies January 13, 2012 Part 4 – Highway Traffic Signals

Page 841 ends

_____________________________________________________________________________________ x
(478,263)

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 509 of 2236 1 Erika Sinohuiz
From: Donn Uyeno <[email protected]>
Sent: Wednesday, November 6, 2024 4:06 PM
To: Joshua Nickerson
Cc: Erika Sinohuiz
Subject: Little fence in the median
It was on Fred Waring, just west of Dune Palms.

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 510 of 2236 2 Donn Uyeno, PE
Principal Civil Engineer
[email protected]
O: 760.391.4028
100 Civic Center Mall · Indio CA 92201

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Professional Services Agreement with Kimley-Horn and Associates, Inc. fo... Page 511 of 2236 City of Indio
City Council
September 16, 2026

STAFF REPORT
To: City Council
From: Jonathan Nicks, City Manager
Prepared by: Timothy Wassil, Public Works Director
Subject: Final Tract Map No. 38680 for Coachella Valley Mosquito & Vector Control District, generally located west of Monroe Street and north of Oleander Avenue
RECOMMENDATION:

Staff recommends that the City Council find that the Final Tract Map conforms to all applicable requirements of the Subdivision Map Act and the City’s Subdivision Ordinance; approve the Final Tract Map No. 38680 for Coachella Valley Mosquito & Vector Control District, generally located west of Monroe Street and north of Oleander Avenue; authorize the City Clerk to attest the approved Tract Map upon completion of any technical corrections required by the City Engineer; and authorize the Mayor to sign and the City Clerk to attest the Subdivision Improvement Agreement and accept the Street and Survey Monument Improvement guarantee in the form of a Lien Agreement.

SUMMARY:

The proposed subdivision for Tract Map No. 38680 is generally located west of Monroe Street and north of Oleander Avenue. Coachella Valley Mosquito & Vector Control District has submitted the Subdivision Improvement Agreement along with a Lien Agreement to guarantee the site improvements.

BACKGROUND INFORMATION:

On March 20, 2024, the City Council approved Tentative Tract Map No. 38680 and set certain conditions for the site improvements. Coachella Valley Mosquito & Vector Control District is required to comply with the conditions of the approved tentative tract map. Coachella Valley Mosquito & Vector Control District has executed the Subdivision Improvement Agreement and submitted a Lien Agreement to guarantee the completion of the site improvements.

The improvements consist of Street and Survey Monument Improvements within the tract boundaries.

FINANCIAL SUMMARY:

Current FY Financial
Impact:
$0 In current year budget: N/A
Current FY General
Fund Impact:
$0 Budget adjustment: N/A
Next FY Financial $0 Strategic Objective: Public Infrastructure AGENDA ITEM #10.8
Final Tract Map No. 38680 for Coachella Valley Mosquito & Vector Control... Page 512 of 2236 Impact:

Source of funds: N/A Fund-Org-Object
Reference:

N/A
Additional Financial Details:

The subdivision lots identified in Final Tract Map No. 38680 are not required to be annexed into Public Safety Community Facilities District No. 2004-1, as the lots are not intended for residential use.

ATTACHMENTS:

Attachment 1 - Vicinity Map
APPROVAL(S):

Timothy Wassil, Public Works Director Approved - 01 Sep 2026 Ruby D. Walla, Director of Finance Approved - 02 Sep 2026 Steven Graham Pacifico, City Attorney Approved - 10 Sep 2026 Jonathan Nicks, City Manager Approved - 10 Sep 2026

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Final Tract Map No. 38680 for Coachella Valley Mosquito & Vector Control... Page 513 of 2236 


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Final Tract Map No. 38680 for Coachella Valley Mosquito & Vector Control... Page 514 of 2236

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Final Tract Map No. 38680 for Coachella Valley Mosquito & Vector Control... Page 515 of 2236 City of Indio
City Council
September 16, 2026

STAFF REPORT
To: City Council
From: Jonathan Nicks, City Manager
Prepared by: Timothy Wassil, Public Works Director
Subject: Approve the City of Indio’s Cost Share for the Coachella Valley Water District (CVWD) Task Order to Prepare the Second Five-Year Assessment and Update of the Alternative Plan for the Indio Subbasin in Compliance with the Sustainable Groundwater Management Act (SGMA)
RECOMMENDATION:

Staff recommends that the City Council approve the City of Indio’s cost share for the Coachella Valley Water District task order to prepare the second Five-Year Assessment and Update of the Alternative Plan for the Indio Subbasin, in compliance with the Sustainable Groundwater Management Act (SGMA), as approved by the Coachella Valley Water District Board of Directors on March 11, 2025, and in accordance with the Memorandum of Understanding governing Indio Subbasin governance.

SUMMARY:

The Coachella Valley Water District (CVWD), Coachella Water Authority (CWA), Desert Water Agency (DWA), and City of Indio/Indio Water Authority (IWA) serve as the Groundwater Sustainability Agencies (GSAs) for their respective service areas within the Indio Subbasin. Under a 2016 Memorandum of Understanding, the four GSAs coordinate implementation of the Sustainable Groundwater Management Act (SGMA). On March 11, 2025, the CVWD Board of Directors approved a $1,300,332 task order with Todd Groundwater, Inc., on behalf of the four GSAs, to prepare the second five-year assessment and update of the Alternative Plan for the Indio Subbasin in compliance with SGMA. The 26-month project cost will be shared equally among the four GSAs.

The City of Indio’s share is $325,083, to be funded over three fiscal years.

BACKGROUND INFORMATION:

Nearly 100% of the Coachella Valley’s potable water supply comes from an underground aquifer – or groundwater basin, which must be carefully managed. The Indio Subbasin, also known as the East Whitewater Aquifer is the larger of the two subbasins and extends from Palm Springs to Mecca. The Sustainable Groundwater Management Act (SGMA) was signed into law in September 2014 and came into effect on January 1, 2015. SGMA requires the California Department of Water Resources (DWR) to designate groundwater basins and mandates sustainable groundwater management in high-and medium-priority basins; the Indio Subbasin is designated as a medium priority subbasin.

The four Groundwater Sustainability Agencies (GSA) - Coachella Valley Water District (CVWD), Coachella Water Authority (CWA), Desert Water Agency (DWA), and City of Indio Water (IW) have AGENDA ITEM #10.9
Approve the City of Indio’s Cost Share for the Coachella Valley Water Di... Page 516 of 2236 been designated as Groundwater Sustainability Agencies (GSAs) by DWR over their respective service areas that overlie the Indio Subbasin. To ensure that the sustainability goals of SGMA are met within the subbasin, CVWD, CWA, DWA and IW committed through a Memorandum of Understanding (MOU) to coordinate and cooperate on SGMA implementation within their respective jurisdictions. The Indio City Council approved the execution of the MOU on August 3, 2016. The Indio Subbasin GSAs meet regularly to discuss SGMA implementation and compliance.

On December 29, 2016, the Indio Subbasin GSAs collaboratively submitted the 2010 Coachella Valley Water Management Plan Update to DWR as a functionally equivalent Alternative to a Groundwater Sustainability Plan (Alternative Plan) for the Indio Subbasin; DWR approved the Alternative Plan on July 17, 2019. In accordance with SGMA, an assessment and update of the Alternative Plan must be submitted every five years. The first five-year assessment and update was submitted to DWR on December 29, 2021. DWR approved the Alternative Plan on June 27, 2024.

The second five-year assessment and update is due to DWR no later than December 29, 2026.

On July 9, 2024, the CVWD Board approved the PSA with Todd Groundwater to provide on call professional services to support compliance with SGMA requirements in the Indio Subbasin. Todd Groundwater was selected through CVWD’s Request for Proposal (RFP) process, with each GSA participating in the competitive evaluation and selection process. The GSAs requested a proposal from Todd Groundwater under the existing PSA to prepare the 2027 Indio Subbasin Alternative Plan Update. After reviewing the proposal, the GSAs have recommended awarding a task order to Todd Groundwater to complete 2027 Indio Subbasin Alternative Plan Update requirement. The attached final proposal, schedule, and budget to complete the Update are included as Attachment A.

The main objectives of the 2027 Alternative Plan Update are to:
 Address the “Recommended Corrective Actions” in DWR’s Staff Report.  Extend water demand projections through 2050 focusing on demand reductions from the Making Conservation a California Way of Life and AB 1572 regulations and on updated growth projections from the latest Southern California Association of Governments (SCAG) forecasts for the region.
 Update water supply assumptions to account for any projected changes to the amount or timing of available supplies.
 Evaluate whether changes to Minimum Thresholds (MTs) are recommended to provide increased flexibility for basin management.
 Evaluate management scenarios and simulate future groundwater balance conditions using the groundwater model to demonstrate that the implementation of the Indio Subbasin Alternative Plan remains consistent with SGMA and will continue to achieve the sustainability goals of the basin.
 Make other periodic evaluations and updates as required by SGMA.  Implement public outreach as required by SGMA.

To comply with SGMA, the 2027 Alternative Plan Update will be completed in accordance with applicable regulations and address DWR recommendations presented in the Statement of Findings Regarding the Periodic Review and Approval of the Coachella Valley – Indio Subbasin Alternative Groundwater Sustainability Plan (Attachment 2).

FINANCIAL SUMMARY:

Current FY Financial $75,000 In current year budget: Yes

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Approve the City of Indio’s Cost Share for the Coachella Valley Water Di... Page 517 of 2236 Impact:

Current FY General
Fund Impact:
$0 Budget adjustment: N/A
Next FY Financial
Impact:
$0 Strategic Objective: Public Infrastructure
Source of funds: N/A Fund-Org-Object
Reference:

N/A
Additional Financial Details:

The assessment and plan update will cost the GSAs an estimated $1,300,332, including a 10% contingency. Under the MOU and its Supplements, the cost will be shared equally among the four GSAs. IW’s portion of $325,083 as projected by fiscal year is shown below:

Fiscal Year (FY) Total Cost IWs Portion
2024-2025 $150,000 $37,500
2025-2026 $850,332 $212,583
2026-2027 $300,000 $75,000
ATTACHMENTS:

Attachment 1 - CVWD Task Order No. 5 Staff Report
Attachment 2 - MOU Supplement No.2
Attachment 3 - DWR Indio Subbasin Alternative Assessment Staff Report APPROVAL(S):

Timothy Wassil, Public Works Director Approved - 01 Sep 2026 Ruby D. Walla, Director of Finance Approved - 09 Sep 2026 Steven Graham Pacifico, City Attorney Approved - 10 Sep 2026 Jonathan Nicks, City Manager Approved - 10 Sep 2026

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Approve the City of Indio’s Cost Share for the Coachella Valley Water Di... Page 518 of 2236 ATTACHMENT 1
CVWD TASK ORDER NO. 5 STAFF REPORT

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Approve the City of Indio’s Cost Share for the Coachella Valley Water Di... Page 519 of 2236

COACHELLA VALLEY WATER DISTRICT

PROFESSIONAL SERVICES AGREEMENT
TASK ORDER NO. 5
This Task Order No. 5 (“Task Order”) is entered into this day of 2025 by and between Coachella Valley Water District (“CVWD”) and David Keith Todd Consulting Engineers, Inc., dba Todd Groundwater (“Consultant”).

RECITALS
A. On or about July 9, 2024, CVWD and Consultant executed that certain Professional Services Agreement (“Agreement”) .

B. The Agreement provides that the parties would enter into a Task Order to make changes to or authorize certain work set forth in the Scope of Services (as defined in the Agreement). The purpose of this Task Order is to make changes to or authorize work on the terms and conditions set forth herein.

NOW, THEREFORE, the parties hereto hereby agree:

1. Section 1.1 of the Agreement is hereby amended to include those services listed on Exhibit “1” attached hereto and by this reference incorporated herein.

2. Section 2.1 of the Agreement is hereby amended to increase the amount to be paid by CVWD to Consultant as more particularly set forth on Exhibit “1.”

3. In the event this Task Order authorizes additional work or confirms work set forth in the Task Order but not authorized, Consultant shall perform the services listed in Paragraph 1 above pursuant to the schedule set forth on Exhibit “1.”

4. Consultant acknowledges that the compensation (time and cost) set forth herein comprises the total compensation due for the work defined in this Task Order. The signing of this Task Order acknowledges full mutual accord and satisfaction for the work and that the stated time and/or cost constitute the total equitable adjustment owed the Consultant as a result of the authorized work.

5. Except as amended or supplemented herein or in previous task orders, the terms and conditions of the Agreement shall remain in full force and effect. Notwithstanding the immediately preceding sentence, the Agreement shall be interpreted in a manner consistent with the intent of this Task Order.

IN WITNESS WHEREOF, CVWD and Consultant have caused this Task Order No. 5 to be executed as of the day and year first above written. “CONSULTANT”

DAVID KEITH TODD CONSULTING
ENGINEERS, INC. DBA TODD
GROUNDWATER, a California Corporation
“CVWD”

COACHELLA VALLEY WATER DISTRICT,
a public agency
By: By:

Name: Iris Priestaf Name: J.M. Barrett
Its: President Its: General Manager

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Approve the City of Indio’s Cost Share for the Coachella Valley Water Di... Page 520 of 2236 EXHIBIT “1”
TO
TASK ORDER NO. 5
A. Description of Services Included, Deleted or Authorized.

The scope of services to be provided by Todd Groundwater, Inc. (“Consultant”) is described in the attached Proposal for the Indio Subbasin Alternative Plan Five-Year Update (Proposal) dated February 4, 2025.

B. Increase, Decrease, or Confirmation of Amount to be Paid to Consultant.

Services shall be billed based on the hourly rate sheets included in the Proposal, up to a not-to-exceed amount of $1,182,120.

C. Time to Perform Services Listed Herein.

Todd Groundwater will commence work immediately upon receipt of an executed Task Order 5. Work will be completed in accordance with the attached schedule included in the Proposal. All tasks shall be completed by January 1, 2027.

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Approve the City of Indio’s Cost Share for the Coachella Valley Water Di... Page 521 of 2236 1301 Marina Village Parkway, Suite 320 | Alameda, CA 94501 | 510 747 6920 | toddgroundwater.com February 4, 2025

PROPOSAL

TRANSMITTED VIA EMAIL ONLY
To: Zoe Rodriguez del Rey
Water Resources Manager
Coachella Valley Water District
[email protected]
From: Maureen Reilly, PE, Principal Engineer
Re: Proposal for Indio Subbasin Alternative Plan Five-Year Update for Submittal to the California Department of Water Resources in Accordance with the Sustainable Groundwater Management Act

INTRODUCTION
Todd Groundwater (Todd), in partnership with Rincon Consultants, Inc. (Rincon), is pleased to submit this scope of work and cost estimate to prepare the Indio Subbasin Alternative Plan five-year update (Plan Update) for submittal to the Department of Water Resources (DWR) in accordance with the Sustainable Groundwater Management Act (SGMA). Coachella Valley Water District (CVWD), Coachella Water Authority (CWA), Desert Water Agency (DWA), and Indio Water Authority (IWA) collectively represent the Indio Subbasin Groundwater Sustainability Agencies (GSAs). In January 2017, the GSAs submitted the 2010 Coachella Valley Water Management Plan (2010 WMP) to DWR, accompanied by a Bridge Document, as an Alternative to a Groundwater Sustainability Plan (GSP).

On July 17, 2019, DWR approved the Alternative Plan with a requirement to submit a Plan Update by January 1, 2022. The purpose of that Plan Update was to assess the implementation status of the Alternative Plan and, consistent with the goals of the 2010 WMP, to evaluate whether water demands in the Indio Subbasin are being reliably met in a cost-effective and sustainable manner. The Plan Update was completed in accordance with GSP regulations and addressed DWR recommendations presented in the Indio Subbasin Alternative Assessment Staff Report. The 2022 Indio Subbasin Alternative Plan was submitted to DWR in December 2021 and approved by DWR in 2024 with minor corrective actions identified. Now, the GSAs are required to prepare a “periodic evaluation” of their plan performance, along with any updates or amendments, by January 1, 2027.

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Approve the City of Indio’s Cost Share for the Coachella Valley Water Di... Page 522 of 2236 Proposal for Indio Subbasin Alternative Plan Five-Year
Update in Accordance with SGMA

TODD GROUNDWATER

Page 2 ends

This proposal presents proposed services to complete the 2027 Plan Update. The scope of work includes thirteen tasks addressing the following components:
• Task 1 - Project Management
• Task 2 - Periodic Evaluation of 2022 Alternative Plan • Task 3 - Develop and Implement Stakeholder and Public Outreach Plan • Task 4 - Evaluate Hydrogeologic Conceptual Model and Describe Groundwater Conditions
• Task 5 - Water Demand
• Task 6 - Water Supply
• Task 7 - Re-Evaluate Projects and Management Actions
• Task 8 - Groundwater Flow Modeling
• Task 9 - Update Sustainability Goals and Management Criteria • Task 10 - Establish Monitoring Plan
• Task 11 - Update Emerging Issues
• Task 12 - Update Plan Implementation
• Task 13 - Develop and Submit Alternative Plan Update
Estimated costs for each of the proposed thirteen tasks are subdivided into discrete subtasks to facilitate project coordination, scheduling, and budget tracking and thereby ensure timely completion of interim and final deliverables. As presented in the project schedule, the scope of work is completed, including a 45-day public review period of the Draft Plan Update, with submittal of the Final Plan Update to DWR by January 1, 2027.

The scope of work will be performed by the GSAs’ On-Call SGMA Support consultant team, Todd and Rincon. The project will be directed by Maureen Reilly, Principal Engineer with Todd.

Her team includes the following senior team members:
• Rosalyn Prickett, Principal and Senior Water Resources Planner with Rincon, will lead the public and stakeholder outreach and supervise development of water demand projections and local supply analysis;
• Menso de Jong, Technical Manager with Rincon, will provide support for the demand forecast and supply spreadsheet modeling;
• Iris Priestaf, President of Todd Groundwater, will serve as Technical Supervisor to ensure the technical competence and quality of the data collection and analysis, conclusions, and all deliverables;
• Daniel Craig, Senior Hydrogeologist with Todd, will lead hydrogeology and groundwater modeling tasks.

These senior leads will be assisted by selected staff who bring relevant expertise and experience in the Indio Subbasin. The Plan Update approach and scope of work by task and subtask is presented below. The proposed schedule of charges and schedule are provided as attachments at the end of this proposal.

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Approve the City of Indio’s Cost Share for the Coachella Valley Water Di... Page 523 of 2236 Proposal for Indio Subbasin Alternative Plan Five-Year
Update in Accordance with SGMA

TODD GROUNDWATER

Page 3 ends

PLAN UPDATE APPROACH
Our approach is to develop a Plan Update building on the 2022 Alternative Plan Update and guided by DWR Recommended Corrective Actions and GSA goals and objectives. The 2027 Plan Update process will:
• Update the monitoring program and revise and improve the numerical model with additional data and knowledge of the basin
• Update and improve water demand forecasts based on revised growth forecasts and anticipated conservation
• Evaluate key wells and Sustainable Management Criteria (SMCs) • Continue to engage in meaningful public outreach to represent all stakeholders in the Subbasin.

We will leverage the institutional framework, evaluation approaches, communication channels, and other successful processes developed for the 2022 Alternative Plan. We recognize that the Plan Update must also consider existing water management programs as well as coordinate with neighboring basins. Specifically, the objectives of the Plan Update are as follows:
• Address the “Recommended Corrective Actions” in DWR’s 2022 Alternative Plan Update Staff Assessment Report
• Update Demand Projections through 2050 for the Plan Area with a focus on (1) impacts of the Making Conservation a California Way of Life regulation on municipal demands, and (2) implementation of AB 1572
• Update the Water Supply Forecast through 2050 to account for changes in supply projections and timing (e.g., SWP, Colorado River, and recycled water, etc.) • Update wastewater, recycled water, and non-potable water projects (e.g., timing, volume, and source of water)
• Update assumptions on replenishment amounts at GRFs
• Update Project and Management Actions (PMAs)
• Evaluate Minimum Thresholds (MTs) and provide recommendations, as needed, of additional work to update MTs
• Develop management scenarios and simulate future water balance conditions using the numerical model
• Implement public outreach, meetings and update website • Develop presentation and materials for Board informational item or adoption, as needed.

The 2027 Plan Update represents the ongoing, collaborative efforts of the GSAs and stakeholders to maintain and improve the sustainability of the Indio Subbasin. The following scope of work is intended to support those efforts in a timely, efficient, and SGMA-compliant manner.

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SCOPE OF WORK
A description of the proposed scope of work, divided into thirteen tasks, is presented below.

Task 1. Project Management
This task will cover project administration and communication between the consultants (Todd, Rincon) and GSAs for the duration of the project. Three tiers of project coordination/communication are envisioned. This includes consultant team coordination calls (between consultants only), project coordination calls (between CVWD and consultants), and GSA meetings. The GSA meetings are intended to function as workshops to facilitate exchange of information and results, encourage discussion and feedback on analysis results and completed draft deliverables, and provide guidance on future analyses and deliverables.

Task 1.1. Consultant Team Coordination Calls
Weekly one-hour phone calls between Todd and Rincon staff are included to coordinate staffing, task schedule and progress, and meeting preparation for the approximately ninety (90) week duration of the project. Coordination calls will be used to facilitate data and information exchanges, to discuss progress, and address items requiring action to ensure tasks progress smoothly. Conference calls may be split into 30-minute segments to allow for additional key staff to participate on a given call or to reserve time for more intensive periods when more coordination is required.

Task 1.2. Project Coordination Calls
Project coordination calls between Todd, Rincon, and CVWD (and other GSAs) would occur on a bi-weekly basis on average. The purpose of the project coordination call is to discuss project progress, data and information needs, meeting coordination, outreach, and other exchanges to ensure that the project scope, schedule, and budget remain on track. Todd and Rincon will obtain feedback from CVWD on components of the Plan Update including technical memos, assessment of current Alternative Plan, SGMA projects and management actions, modeling scenarios, sustainability goals, and management criteria. Costs for up to forty-five (45) one-hour project coordination calls are included.

Task 1.3. Kickoff and GSA Meetings
Key staff will facilitate and attend in-person the project kickoff meeting, assumed to occur soon after approval by the GSAs (assumed to occur in May 2025). Project objectives, scope of work, schedule and expectations regarding project management will be reviewed with the GSAs.

Key staff will participate and facilitate in twenty (20) monthly meetings with the GSAs, tentatively scheduled to occur on the 4th Wednesday of each month. Web-enabled conference calls are assumed for the monthly meetings.

GSA meetings are envisioned as workshops to discuss data collection, review progress, identify data gaps, present technical conclusions, and make recommendations for proposed tasks and prior to preparation of key deliverables. We will develop agendas, handouts, slides

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covering technical information, and meeting notes. We anticipate that the GSAs will provide written and verbal feedback on all Plan Update information and contribute to decisions about technical methodologies, data, and analyses.

Task 1.4. Budget Tracking, Invoicing, and Progress Reports Invoicing, budget and schedule tracking, and progress reporting will occur on a monthly basis extending over the twenty (20) months of the project.

Task 1.5. Calls with DWR
We will support the GSAs in scheduling and will participate in three (3) phone conversations with DWR to seek guidance and understand the DWR’s expectations for Plan Updates for Alternative Plans and to discuss possible adjustments to SMCs. The phone conferences are expected to last one hour each. Preparation time is included in the cost.

Task 1 Deliverables:
• Monthly progress reports and combined invoices (x20)
• Agendas, materials, notes and action items from GSA Meetings (20x monthly), Project Coordination (45x bi-weekly) conference calls, and calls with DWR (3x) Task 2. Periodic Evaluation of 2022 Alternative Plan
The initial task for this project includes data collection and the assessment of the status and performance of the 2022 Alternative Plan. We will complete this evaluation consistent with the guidance provided in DWR’s A Guide to Annual Reports, Periodic Evaluations, & Plan Amendments (October 2023).1 DWR’s guidance requires that the Periodic Evaluation include the following; for this effort, we have organized the following into two parts:

Part 1: Evaluation
• Overview - A description of the purpose and scope of the Periodic Evaluation, including information about the GSAs and a summarized overview of the Plan Area. • Groundwater Model Update – Description of the comprehensive update to the Groundwater Model completed for the Periodic Evaluation, analyzing key trends and sustainability metrics over the evaluation period.
• Basin Setting Update - Updates to the hydrogeologic conceptual model, groundwater conditions, water budgets, and other elements of the Basin Setting based on new information or changing conditions.
• Significant New Information - Documentation of major new data, reports, or developments that have become available since the last update and their implications for the Subbasin.
1 Groundwater Sustainability Plan Implementation: A Guide to Annual Reports, Periodic Evaluations, & Plan Amendments

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• Regulations, Ordinances, and Legal Actions - Description of regulatory changes, enforcement actions, or ordinances affecting the Subbasin and their impact on groundwater sustainability.
• Monitoring Network Update and Assessment - Assessment of the monitoring network and identification of data gaps.
• Sustainability Indicators Evaluation - Analysis of sustainability indicators, including groundwater levels, storage, subsidence and other indicators, compared against Minimum Thresholds (MTs) and Measurable Objectives (MOs) established in the 2022 Alternative Plan. Comparison of quality data to existing water quality standards and in coordination with ongoing SNMP efforts. Discuss possible management areas. • GSP Implementation Activities and Progress - A detailed description of projects and management actions implemented to date, progress toward sustainability goals, and challenges encountered during the evaluation cycle.

Part 2: Recommendations
• Sustainability Indicators Reconsideration - Reassessment of SMCs, including MTs, MOs, and Undesirable Results (URs), with proposed revisions if necessary. • Monitoring Network Recommendations - Recommendation of proposed improvements to address deficiencies and ensure sufficient data collection. • Plan Amendments - Summary of completed or proposed amendments to the Alternative Plan, including the rationale for changes and their anticipated benefits. • Coordination Activities - Overview of coordination efforts within the Subbasin and with external agencies or organizations, emphasizing collaborative progress toward regional groundwater sustainability.

Findings and recommendations will be documented in a Periodic Evaluation chapter or technical memorandum (TM), providing the basis for revisions included in the Plan Update (Task 3).

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Task 2.1. Collect Data
We will review key datasets and new information with respect to the HCM and numerical model. At a minimum, the data request will include the following:
• DWR well completion reports (for supply/irrigation wells and monitoring wells) • Well construction information
• Groundwater quality
• Surface water quality
• Imported SWP, CRW, recycled water, WWTP effluent discharges • Airborne electromagnetic (AEM) geophysical surveys.

Data previously collected for the Annual Report will be updated. These include:
• Groundwater elevation
• Groundwater extraction
• Conservation studies/status reports
o Crop Surveys
• Drain flow
• Local Hydrology (e.g., precipitation, streamflow)
Task 2.2. Review HCM and Numerical Model
The process of improving the HCM includes as-needed investigations and reevaluation of all available data together to provide the next cohesive representation of the Subbasin. A comprehensive and cohesive HCM is essential for successful management of a complex groundwater basin like the Subbasin. The HCM in the Alternative Plan Update is a good representation of the Subbasin’s geologic framework and occurrence and flow of groundwater, but review of the cross sections reveals the spacing and depth limitations of wells that indicate areas of uncertainty. New information will be used to evaluate the HCM in the 2022 Alternative Plan and highlight any potential updates needed for the 2027 Plan.

The existing model was previously adapted to support the 2022 Alternative Plan and other basin management programs. The model was updated through 2019 and several future scenarios were developed to predict future conditions. The model continues to be updated through the Annual Report process. This task will document potential updates that could be made to improve numerical simulations. These may include refinement of the drain package, finer discretization of stress periods, updated pumping and return flow distribution.

Task 2.3. Assess Water Demand and Supply Projections
We will review existing land use and growth and associated water demand and supply projections in the 2022 Alternative Plan and compare with actual changes in land use, growth, and water demand and supply conditions that have occurred since 2019. Projected versus actual project implementation will also be evaluated related to water conservation, new supply sources, groundwater recharge, source substitution, and water quality protection.

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Task 2.4. Sustainability Indicators Reconsideration
We will prepare a proposed approach for reconsideration of the SMCs, beginning with confirmation of basin goal and objectives, and then considering the specific indicators. This task will include consideration of changing the MOs and MTs associated with water levels, which are proxies for storage and subsidence. The revised MTs will need to be compared to the other SMCs to identify potential undesirable results.

Task 2.5. Prepare Part 1 TM – Periodic Evaluation and Recommendations Findings and recommendations from Tasks 2.1 to 2.3 will be documented in a Draft TM to be circulated to the GSAs for review. Comments will be incorporated in a Final TM. This TM will provide the basis for development of the SMC reconsideration in Task 2.3.

Task 2.6. Prepare Part 2 TM – Periodic Evaluation and Recommendations Findings and recommendations from Task 2.4, as well as a summary of engagement activities and Plan amendments, will be documented in a Draft TM to be circulated to the GSAs for review. Comments from review of Part 2 will be incorporated in a Final TM that contains both Part 1 and Part 2 narrative. This Periodic Evaluation may be included in the Plan Update as a chapter or appendix, to be discussed with the GSAs.

Task 2 Deliverables:
• Part 1 TM – Periodic Evaluation
• Part 2 TM – Periodic Evaluation
Task 3. Develop and Implement Stakeholder and Public Outreach Plan Successful update of the Alternative Plan will depend on effective outreach, education, communication, and facilitation between the GSAs and local interested parties. Stakeholder engagement includes efforts made to understand stakeholder concerns, educate stakeholders on SGMA efforts, and involve stakeholders in the activities and decision-making process. Rincon will lead this effort for the consultant team.

Task 3.1. Update Communication Plan
The consultant team will update the Communication Plan for the 2027 Update, identifying and describing the activities necessary to engage interested parties and the public. This Communications Plan will build on the prior communication strategies used in the 2022 Alternative Plan process, incorporating lessons learned during that process about how to best engage local stakeholders. The Communication Plan will be developed consistent with the Scope of Work proposed here, within the framework of the Alternative Plan Update outline that incorporates GSP components.

To encourage engagement in the workshops and planning process by DACs, focused outreach will be conducted to organizations supporting DACs via phone calls and email. We will reach out to DAC leadership to explain the importance of the Alternative Plan in managing water supply for the region and encourage participation.

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Draft and final versions of the Communication Plan will be developed for review and approval by the GSAs.

Task 3.2. Develop and Maintain Stakeholder List
We will update and maintain the stakeholder outreach list for the Alternative Plan update process. This includes drafting email notifications at project milestones and announcing workshops. This task includes focused outreach to local DAC leadership prior to each workshop.

Task 3.3. Update Website and Develop Outreach Materials We will update the bilingual website text to announce the 2027 Alternative Plan Update. This scope assumes that CVWD will host the website with information (text and graphics) provided by Rincon. We will monitor the website traffic and update meeting announcements and materials monthly.

The Indio Subbasin SGMA Fact Sheet will be updated to explain the purpose and regulatory requirements for the Periodic Evaluation and Plan Update. This task includes development of up to two (2) additional handouts or flyers explaining key information for the project. We will work with the GSAs so that handouts and flyers are distributed effectively. The engagement strategy will produce documents in English and Spanish.

Task 3.4. Public Workshops
Five (5) public workshops will be held at key milestones, generally on a quarterly basis. The public workshops are intended to inform interested parties of the Plan Update progress and solicit input on key decisions made throughout the process. Public workshops to address the Plan Update will include outreach to, at a minimum, tribes, DACs, and agricultural and golf sectors. Draft and final agendas, presentations, handouts, and meeting notes will be prepared by Rincon to encourage public engagement and provide workshop documentation. For costing purposes, it is assumed the public workshops will be two hours in duration and held in person.

Table 1: Proposed Workshop Topics and Schedule
Workshop Topic Estimated Date
Alternative Plan Update Kickoff, Periodic Evaluation-Part 1 – Workshop #1 2025 Q3
Basin Setting, Hydrogeology and Hydrology, Demand Forecast, Water Supplies, Periodic Evaluation-Part 2 – Workshop #2 2026 Q1 Demand Forecast, Groundwater Model- Baseline Results, Sustainable Management Criteria – Workshop #3 2026 Q2
Groundwater Model- Scenarios, Projects and Management Actions, Plan Implementation – Workshop #4 2026 Q3
Alternative Plan Update Overview/Roll-Out – Workshop #5 2026 Q4

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Task 3.5. Focused Outreach to Tribes
Focused outreach for the tribes within the Indio Subbasin will be conducted to ensure that the technical assumptions and approach used in the project are understood. This outreach includes up to five (5) meetings with tribal representatives that will be held on a quarterly basis. Draft and final agendas, presentations, handouts, and meeting notes will be prepared to encourage tribal participation and ensure proper workshop documentation. For costing purposes, it is assumed the tribal outreach meetings will be two hours in duration and held in person.

Task 3.6. Outreach and Communication Documentation
This task documents the outreach, education and communication performed during the Plan Update. Documentation will include identification of participants, the nature of consultation with parties affected by the Plan, a list of public meetings held where the Plan was discussed or considered by the GSA, and a collection and posting of comments received regarding the Plan. Meeting summaries and/or presentations will be compiled and included in an appendix of the Plan. All outreach documents and presentations will be provided in both English and Spanish to accommodate the primary languages of community members. This task will also be used to maintain the interested parties’ list that documents people or entities who express interest in the GSP.

Task 3 Deliverables:
• Draft and final Communication Plan
• Updates to Stakeholder List
• Update of IndioSubbasinSGMA.org Bilingual Website
• Fact Sheets and up to 3 Flyers/Handouts
• 5 Public Workshops (in person, 2 hrs)
• 5 Tribal Outreach Meetings (in person, 2 hrs)
• Meeting materials, agendas, and summaries
• Compilation of all outreach performed for submittal with Plan Update Task 4. Evaluate Hydrogeologic Conceptual Model (HCM) and Groundwater Conditions
This task will provide an update of the Indio Subbasin HCM discussion in the 2022 Alternative Plan. We will update the HCM with new information and document groundwater conditions since the 2022 Update. Todd Groundwater will be the lead on this task.

Task 4.1 Update HCM
The process of improving the HCM includes as-needed investigations and reevaluation of all available data together to provide the next cohesive representation of the Subbasin. The HCM in the Alternative Plan Update is an effective representation of the Subbasin’s geologic framework and occurrence and flow of groundwater, but areas of uncertainty exist, for example, as revealed on cross sections by the spacing and depth limitations of wells.

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Based on the evaluation of the HCM in Task 2.2, we will update the HCM using new information collected in previously unexplored areas and information gained using new techniques, such asthe recent airborne electromagnetic (AEM) geophysical surveys. We know that the survey lines have limited length and distribution, but they can be useful locally.

Combined with existing information on groundwater levels, for example, we will be able to better understand the area near the San Gorgonio boundary or the extent of confining clays in the southeastern subbasin. Similarly, information is available from recent exploratory borehole drilling, monitoring well construction, aquifer testing, geophysical logging, and depth discrete water quality analysis. Our team has worked with CVWD and other GSA staff to plan and implement subsurface investigations; accordingly, we can readily combine this site-specific information with more regional methods such as AEM and other geophysical methods to support refinement of the HCM and cross sections, improve the model, and extend monitoring programs with potential new wells.

Task 4.2. Update Detailed Hydrogeologic Cross Sections
As demonstrated in the 2022 Update, detailed cross-sections provide important insight into the regional structural and geologic setting of the Indio Subbasin, regional and local groundwater flow, groundwater quality distribution (spatial and vertical), and groundwater/surface water interactions. The detailed hydrogeologic cross-sections of the Indio Subbasin will be reviewed and updated based, using new information from the AEM surveys and from recent well construction, monitoring, and sampling.

Task 4.3. Update Groundwater Conditions
The groundwater elevation data, hydrographs, and water quality data will be updated through current groundwater conditions. Consistent with DWR regulations, groundwater recharge and discharge areas will be delineated. Maps and figures will be used to describe (1) groundwater response to groundwater management, including groundwater recharge, source substitution, water conservation, and other programs over time and (2) surface watergroundwater interactions.

Our emphasis is to characterize the groundwater system to set the stage for evaluation of any undesirable results, minimum thresholds, and measurable objectives with regard to groundwater levels, groundwater in storage, land subsidence, interconnection with surface water, and salt water intrusion and for tracking groundwater quality. These evaluations will rely primarily on the water level databases maintained by DWR and the GSAs. Groundwater contour maps prepared for the SGMA annual reports and other reports will illustrate groundwater flow and water levels over time. Based on this information, appropriate study periods can be defined to examine the aquifer response to trends of wet and drought cycles.

Groundwater Levels: Current groundwater elevation contour maps for each principal aquifer will be developed to aid in the assessment of current groundwater conditions including flow directions and gradients, and seasonal highs and lows. Hydrographs at representative monitoring sites will be updated or developed for each principal aquifer to document longterm trends, historical high and low water levels, and hydraulic gradients between principal aquifers, and to increase understanding of land subsidence, interconnected groundwater/surface water systems, and groundwater dependent ecosystems.

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Groundwater Quality: Understanding the vertical and horizontal distribution of target chemicals in groundwater is essential for monitoring groundwater quality relative to state and federal laws and regulations. Accordingly, we will identify and map key constituents of concern (COCs). We will develop regional-scale maps showing the ambient groundwater concentration for target chemicals. We will work with the GSAs to determine the appropriate concentration statistic to show on each map (e.g., recent average, median, or other upper percentile, or detection frequency for organics). Depending on the number of wells with historical organics detections, grouping may be warranted. To the extent that data are available, the maps will utilize aquifer assignments for wells (shallow or deep) that have been evaluated already for the SNMP Workplan. We will be vigilant in tracking the data and results released through the SNMP process.

Based on review of historical water quality, we assume that the target COCs for water quality cross sections will include only hexavalent chromium, total dissolved solids (TDS), and nitrate.

Additional COCs for plan-view maps may include arsenic, PFOS/PFOA, and perchlorate. An updated map showing locations of known areas of groundwater contamination will be included in the Plan Update.

Groundwater Pumping: Using annual bar charts and maps, we will document annual volumes of pumping and snapshots of spatial distribution of groundwater pumping over time.

Historical pumping by water use sector will be depicted to the degree that data allow identification of recent trends.

Land Subsidence: Text and maps will be developed describing the current extent, cumulative total, and annual rate of land subsidence. To update the status of land subsidence in the Indio Subbasin, we will incorporate findings from the ongoing USGS studies of local land subsidence and the surface elevation data for the three USGS stations (Palm Springs Airport, College of the Desert-Palm Springs, and Thermal Airport). In addition, we will review updates to the TRE Altamira InSAR Dataset, provided by DWR through the SGMA Data Viewer.

Task 4.5. Prepare Draft Chapters - Plan Area, HCM, and Groundwater Conditions We will prepare administrative draft and draft chapters describing the Plan Area, HCM components, and groundwater conditions (including water levels, storage, and water quality).

Comments received on administrative drafts will be incorporated into Draft Chapters for inclusion in the Administrative Draft Plan Update.

Task 4.6. Review Groundwater Dependent Ecosystems (GDEs) Rincon will review DWR’s new guidance on interconnected surface waters (ISWs) and groundwater dependent ecosystems (GDEs) to integrate updated scientific analysis into the Alternative Plan Update. We will update the ISW and GDEs sections with any changes identified in the Plan Area.

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Task 4 Deliverables:
• Administrative Draft and Draft Chapter for Plan Area
• Administrative Draft and Draft Chapter for Hydrogeologic Conceptual Model • Administrative Draft and Draft Chapter for Groundwater Conditions Task 5. Water Demand
This task will provide updated water demand projections with five-year intervals out to 2050.

This task will inform consideration of water budgets and future conditions for numerical modeling. Rincon will take the lead on this task.

Task 5.1. Demand Model Design
Rincon will work with the GSAs to update and expand the water demand forecast that was developed for the 2022 Alternative Plan. Water production and billing data will be compiled for the water agencies within the Indio Subbasin. Water demands will then be calculated based on unit factors for each use sector, assuming both active and passive conservation savings. This proposal assumes data available through the end of water year 2024 (September). The demand forecast will be updated as follows:
• Update population and housing growth forecast from Southern California Association of Governments (SCAG)
• Refine seasonal population inputs and assumptions
• Reflect recent land use planning decisions on increased housing density (and surf parks)
• Incorporate demands associated with large landscape irrigation and agriculture • Leverage recent water meter data for GSA service areas to update demand factors • Consider indoor and outdoor water use standards from Making Conservation a California Way of Life
• Facilitate use of demand model for wastewater and recycled water flow estimates • Allow for use and display of spatial data for demand forecast.

As part of this task, Rincon will coordinate with SCAG to obtain population and housing growth forecast data for the Indio Subbasin. Rincon will support the GSAs in coordinating with local land use planning entities (municipalities and County) to confirm and update the growth forecast with known development proposals within the Subbasin. We will prepare a request for coordination letter for use by the GSAs and attend up to five (5) meetings (60 minutes, virtual) to discuss updated land use projections that may affect the demand forecast.

Rincon will improve the demand model user interface for use by Indio GSAs, integrating Excel and GIS tools for use in other planning efforts (e.g., Regional UWMP). Rincon will also coordinate demand forecast assumptions with Mission Creek Subbasin.

We will facilitate a one-hour working session with the CVWD Project Manager to review the current demand model, discuss positives and negatives, identify desired improvements, and discuss format alternatives. We will document the discussion and proposed model refinements in a summary write-up that will be submitted to CVWD for review and approval.

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Following agreement on demand model design, Rincon will present the design concepts to the Indio Subbasin GSAs (under Task 1) for their review and input.

Task 5.2. Update Conservation Savings
The 2022 Update includes passive water conservation from replacement of plumbing fixtures within the regional housing stock. At that time, statewide implementation of the Making Conservation a California Way of Life was uncertain. For this demand model update, given that the regulation was approved by the State Water Resources Control Board in July 2024 and effective January 1, 2025, we now have more specifics for how the Urban Water Use Objective (UWUO) compliance is assessed at the state level. A high-level review of additional active conservation potential savings related to meeting the UWUO regulations will be addressed for the GSAs. This task includes up to three (3) meetings (60 minutes, virtual) for Rincon to pose questions and/or discuss the findings with the GSAs and their conservation staff.

Task 5.3. Demand Model Update
Once the model refinements have been determined, Rincon will integrate the new/updated data into the existing model, including new water meter service data. Rincon and Todd will work together to integrate non-potable landscape and agricultural demands, which were previously modeled in separate spreadsheets, into the consolidated demand model. Rincon’s data analytics team will update the user interface (inputs), establish/expand analytical capabilities (GIS), and refine the model’s results screens/tables. This task may include software integration/expansion to facilitate data management.

Task 5.4. Revised Demand Model
Following completion, Rincon will facilitate a second one-hour working session with the CVWD Project Manager to review the new functionality and user interfaces. After the working session and CVWD’s QA of the demand model, an additional round of edits and revisions may be made. At this point, Rincon will present the demand model refinements to the Indio GSAs (under Task 1) for a working and Q&A session. After QA by the remaining GSAs, an additional round of edits and revisions may be made.

Task 5.5. Update Draft Demand Forecast Chapter and Appendix This task includes update of the text and figures for this section of the 2027 Alternative Plan and accompanying demand projections appendix, submittal of the preliminary drafts to CVWD, addressing comments from CVWD, submittal of an administrative draft chapter and appendix to the Indio GSAs, and addressing comments from the GSAs. The next iteration of revisions for this chapter and appendix will be addressed in the complete administrative draft of the full 2027 Alternative Plan as described in Task 13.

Task 5 Deliverable(s)
• Demand forecast working calls (2x one-hour each)
• Draft write-up of model design refinements
• Draft and revised model update files
• Preliminary draft and administrative draft Water Demand chapter and appendix files

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Task 6. Water Supply
This task will provide updated water supply assessments for imported water, local surface water, and recycled water used in five-year intervals out to 2050. This task will inform consideration of water budgets and future conditions for numerical modeling. Rincon will take the lead on this task.

Task 6.1. Update Water Supply Projections
This task will provide an update of the Water Supply discussion in the 2022 Alternative Plan.

We will evaluate water supply availability for current conditions and for the future (as defined in Task 5.1), including:
• Imported water – Rincon will evaluate State Water Project (SWP) and Colorado River reliability, and coordinate with Todd to establish updated projected water supply based on available imported water for recharge and direct delivery. • Local surface water – Rincon will also evaluate projected supply from local surface water diversions and other supplies such as water purchases or transfers from water agencies in the Central Valley.
• Recycled water – We also will document recycled water supply from local water reclamation plants, including the uses of recycled water for irrigation of landscaped areas and for replenishment. Future potential water recycling (for example from City of Coachella and Valley Sanitary District) will be discussed.

Groundwater supply will be addressed in this section, commensurate with the discussion of other water supply sources; a detailed water budget for the groundwater basin will be documented in Task 8.4 as part of the update of the groundwater flow model. That discussion in Task 8.4 will provide details on groundwater inflows, outflows, and change in storage on an annual basis for historical, current, and future periods, consistent with GSP Regulations. For this Task 6.1, current average inflows and outflows (for example, over a ten-year period) will be compiled into a summary table along with projected groundwater inflows and outflows. Potential overdraft will be discussed in Task 8.

This task will culminate in a user-friendly supply forecast in Excel format for the 2027 Plan Update, with tabs documenting assumptions and calculations for each supply source. This task assumes three (3) rounds of review and revisions to the supply analysis, incorporating comments from CVWD and the GSAs.

Task 6.2. Evaluate Effects of Climate Change on Supply Reliability/Vulnerability We will evaluate the effects of climate change on supply reliability and vulnerability, identifying each of the Indio Subbasin supply sources (current and future) and describing the relative risk profile of each source. This task will characterize each source’s expected disruption under each risk element and will evaluate conceptually the magnitude of the impact on each source.

This task includes up to four (4) conference calls with the imported water program lead staff from CVWD and DWA to establish supply and climate change assumptions specific to

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imported water. We assume two (2) one-hour phone calls with each agency to first present draft imported water analysis and receive feedback, and then again to discuss revised analysis.

Task 6.3. Compile Supply Charts and Identify Future Shortfalls in Water Supply The project team (Todd and Rincon) will provide an overall assessment of water demand and supply. Rincon will produce supply charts summarizing how different sources of supply meet various demands under each modeling scenario outlined in Task 8. Completion of this task will be pending results of Task 8 modeling and will incorporate findings of the numerical model analysis to identify shortfalls in future supply and the groundwater balance.

This task will deliver supply charts for the four modeling scenarios. This task assumes three (3) rounds of review and revisions to the supply charts and analysis, incorporating comments from CVWD and the GSAs.

Task 6.4. Update Draft Water Supply Chapter
This task includes update of the text and figures for this section of the 2027 Alternative Plan, submittal of the preliminary draft to CVWD, addressing comments from CVWD, submittal of a draft to the Indio GSAs, and addressing comments from the GSAs. The next iteration of revisions for this chapter will be addressed in the complete administrative draft of the full 2027 Alternative Plan as described in Task 13.

Task 6 Deliverables:
• Draft and revised spreadsheet tool for water supply analysis • Draft and revised imported water and climate change assumptions • Draft and revised supply charts for modeling scenarios • Imported water working calls (4x one-hour each)
• Preliminary draft and administrative draft Water Supply chapter files Task 7. Re-Evaluate Projects and Management Actions
This task includes the evaluation of projects and management actions (PMAs). We will evaluate new PMAs as well as those currently being implemented or under consideration.

Task 7.1. Update PMA Feasibility, Concept Design, and Costs This task will update PMAs for inclusion as part of 2027 Alternative Plan implementation.

PMAs deemed as sustainable and reliable sources of water will be updated. Analyses will include updates to water supplies added (average yield, reliability, and variability), estimated project and unit water costs, project schedule, potential challenges, and water quality components. This task will assess up to 30 potential projects focused on contributing toward a long-term water supply solution for the Indio Subbasin.

This task will culminate in a list of projects to be presented in the 2027 Plan Update. We will highlight critical PMAs that help to support Subbasin sustainability.

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Task 7.2. Update Draft PMAs Chapter
This task includes update of the text and figures for this section of the 2027 Alternative Plan, submittal of the preliminary draft to CVWD, addressing comments from CVWD, submittal of a draft to the Indio GSAs, and addressing comments from the GSAs. The next iteration of revisions for this chapter will be addressed in the complete administrative draft of the full 2027 Alternative Plan as described in Task 13.

Task 7 Deliverables:
• TM Administrative Draft and Draft Chapter – Projects and Management Actions Task 8. Groundwater Flow Modeling
Based on the outcome of Task 2.2, the Coachella groundwater flow model (model) will be updated to simulate groundwater response to historical, current, and future conditions, to evaluate the impacts to groundwater from changing land use, projects, and management actions, and to support the establishment of sustainability criteria.

Task 8.1. Complete Model Update Revisions
Upon completion of the existing model review (Task 2), Todd will prepare a new GIS-based source data management and pre-processing system and prepare the updated recharge, pumping, and boundary condition data sets and MODFLOW input files. Prior to simulating future conditions, assumed recharge and discharge rates in the historical model since 1996 will be updated with actual rates or improved estimates to provide a valid historical simulation through WY 2024-2025.

Task 8.2. Perform Limited Local Improvements
Following Task 8.1, we will compare simulated and observed water levels and drain flows through WY 2024-2025. If deemed appropriate, we may perform limited adjustments to selected model inputs to improve model performance. Improvements may include adjustment to (1) consumptive use and irrigation return flow factors applied to specific land use types, (2) lateral model boundary conditions, (3) localized model layer elevations to better distribute pumping, and (4) incorporation of interbasin flow studies to improve boundary conditions. Basin-wide changes to model geometry, layering, or aquifer hydraulic property distributions are not included, nor anticipated to be needed.

Task 8.3. Develop Historical and Current Water Budgets
The historical and current model water budget through WY 2024-2025 will be evaluated to assess local and regional groundwater storage changes, identify areas of depletion, and quantify benefits of managed aquifer recharge and other water management programs.

Amounts of recharge and discharge, flow between subareas, surface water features, and drains will be tabulated. Historical water balance results will provide a baseline for simulation of future conditions and effects of management actions.

Task 8.4. Simulate Future Conditions through WY 2079-2080 Hydrologic data and assumptions of future hydrologic and land use conditions will be developed (Task 8.5.1) and predictive model input data sets will be constructed for the period

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WY 2024-2025 through WY 2079-2080. These will include future land use, projected water use and return flows, future groundwater development and pumping, future boundary conditions including Salton Sea levels, potential effects of climate change, and existing or planned projects and management actions.

We will work with the GSAs to develop implementation assumptions for prioritized projects and management actions (evaluated in Task 7) for inclusion in future model simulations. The model will be applied to analyze these strategies individually and/or in combination to provide a basis for development of sustainability criteria and minimum thresholds. The groundwater model will analyze these strategies against a baseline future scenario, following guidance in the regulations on future water budgets. As per the regulations, various climate change scenarios will also be considered in the analysis. The current methodology (repeating the recent dry years) may be updated to reflect new climate modeling, suggested guidance from DWR, and discussions with neighboring basins.

Predictive simulation results will be compared with the established sustainability goals (Task 9) for basin water levels, storage, subsidence, and surface water/GDEs. Model results will also be used to inform predicted future water quality conditions, as compared with water quality sustainability criteria.

Estimated costs for this task assume up to five future model simulations. Assumed scenarios include: one (1) Future No-Project (Baseline) Scenario, three (3) with-Project Scenarios, and one (1) contingency to simulate possible changes in imported water or build out conditions.

We anticipate three (3) iterations for developing each scenario. Additional scenarios can be developed and simulated on a time and materials basis, as needed.

Task 8.5. Prepare TM Draft Chapter Groundwater Modeling Documentation This task includes update of the text and figures for this section of the 2027 Alternative Plan, submittal of the preliminary draft to CVWD, addressing comments from CVWD, submittal of a draft to the Indio GSAs, and addressing comments from the GSAs. The next iteration of revisions for this chapter will be addressed in the complete administrative draft of the full 2027 Alternative Plan as described in Task 13.

Task 8 Deliverables:
• TM Administrative Draft and Draft Chapter – Groundwater Modeling Documentation and Water Budgets
Task 9. Update Sustainability Goals and Management Criteria The 2022 Alternative Plan provides a sustainability goal and objectives plus quantitative criteria, including Minimum Thresholds (MTs) and Measurable Objective (MOs) for groundwater levels, which are also proxies for storage and land subsidence. The 2022 Alternative Plan did not considersubdivision of the Subbasin into management areas as useful and given the sustainability of the Subbasin, did not need to define Interim Milestones (IMs).

This task will build on the Task 2 review of the Subbasin goal and objectives and sustainable management criteria. Each of the sustainable management criteria will be developed with

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significant input from the Core team and interested parties. If management areas (requiring specific criteria) are developed, a specific rationale will be provided.

Task 9.1. Update Sustainability Goal and Objectives
The sustainability goal and objectivesforthe Subbasin will be updated, if needed, based on the review during the Periodic Evaluation (Task 2). Similarly, management areas may or may not be defined. An updated explanation will be developed of how the sustainability goal is likely to be achieved and maintained through the planning and implementation horizon.

Task 9.2. Evaluate Undesirable Results (URs)
The 2022 Alternative Plan provides an undesirable result narrative for each potential sustainability indicator (levels, storage, subsidence, interconnected surface water, water quality, drain flow and seawater intrusion). Recent conditions in the Indio Subbasin will be evaluated to determine if undesirable results are currently occurring or could occur with existing management. As needed, the narrative will include updated description of the potential effects on beneficial uses and users of groundwater, description ofthemethodology used to identify undesirable results, andmaps showing undesirable results, if any. The narrative will update the status of interconnected surface water and GDEs, and provide discussion of water quality constituents of concern, including update of SNMP efforts.

Task 9.3. Assess Minimum Thresholds (MTs)
The 2022 Alternative Plan provides MTs for groundwater levels, which are also proxies for storage and land subsidence. As before, MTs for the sustainability indicators will be assessed using representative monitoring or proxy monitoring to detect undesirable results. Current water level MTs are set on historical lows. As no undesirable results occurred in the past, these MTs are protective of the basin. The 2027 Alternative Plan will assess if a different methodology can be used to set MTs to allow more operational flexibility for water users in Indio. New water level MTs may be developed and their connections to other indicators assessed to prevent the occurrence of undesirable results. Minimum thresholds will be presented using maps, graphs, and tables.

Task 9.4. Update Measurable Objectives (MOs) and Interim Milestones (IMs) This task will update the MOs as needed and a margin of operational flexibility, in conjunction with update of the MTs. If needed, IMs may be identified. These sustainability criteria will be established based on representative monitoring or proxy monitoring, with documentation of the methodologies used to set the sustainability indicators, and presentation of MOs and IMs using maps, graphs, and tables, as needed.

Task 9.5. Prepare TM Draft Chapter Sustainability Goals and Management Criteria This task includes update of the text, tables and figures for this section of the 2027 Alternative Plan; submittal of the preliminary draft to CVWD; addressing comments from CVWD; submittal of a draft to the Indio GSAs; and addressing comments from the GSAs. The next iteration of revisions for this chapter will be addressed in the complete administrative draft of the full 2027 Alternative Plan as described in Task 13.

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Task 9 Deliverables:
• Administrative Draft and Draft Chapters – Sustainable Management Criteria Task 10. Update Monitoring Program
In the 2022 Alternative Plan, the representative monitoring network, including Key Wells, was developed by selecting a subset of the monitoring network for the Indio Subbasin. These Key Wells will be reviewed and updated as needed to provide a representative monitoring network for water levels. Other water level monitoring and water quality monitoring will be documented.

Task 10.1. Update Monitoring Networks
We will update the monitoring network (including the Key Wells for groundwater levels) with the collection of data of sufficient quality, distribution, and frequency to characterize groundwater and related surface water conditions and to track changes, including short-term, seasonal, and long-term trends. We will also review and update monitoring protocols. Existing monitoring networks and protocols used by the GSAs provide a strong starting point for the Plan Update. To respond to the DWR Recommended Corrective Action 2 (to be consistent with the SGMA Portal Monitoring Network Module), the SGMA portal will be updated to reflect any changes in the water level and water quality representative networks.

Task 10.2. Establish Surface Water, Drain, and Land Subsidence Monitoring Program Surface water, drain, and land subsidence monitoring will support assessment of progress toward measurable objectives for sustainability indicators. Thirteen USGS gaging stations measure streamflow in the Indio Subbasin with one measuring flow into the Salton Sea and two measuring inflow of Colorado River Water (CRW) for groundwater replenishment (GWR).

Land subsidence in the Coachella Valley will continue to be monitored, by incorporating findings from the ongoing USGS studies and the land surface elevation data from the existing USGS stations. In addition, we will review DWR updates to the TRE Altamira InSAR Dataset.

Task 10.3. Prepare TM Draft Chapter Monitoring Program
This task includes update of the text and figures for this section of the 2027 Alternative Plan, submittal of the preliminary draft to CVWD, addressing comments from CVWD, submittal of a draft to the Indio GSAs, and addressing comments from the GSAs. The next iteration of revisions for this chapter will be addressed in the complete administrative draft of the full 2027 Alternative Plan as described in Task 13.

Task 10 Deliverables:
• Administrative Draft and Draft Chapter of Monitoring Program Task 11. Update Emerging Issues
Potential challenges to water management in the Indio Subbasin were identified in the 2010 WMP and 2022 Alternative Plan. These include water quality challenges (salinity management and new COCs), Salton Sea restoration, climate change, and subsidence, among others. This

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task will include review of previously identified emerging issues and new issues with the GSAs and development of approaches and narratives to address these concerns.

Task 11.1. Assess SNMP Status
We will review the current progress of the Coachella Valley Salt and Nutrient Management Plan (SNMP), including the current perspective and anticipated actions of the Regional Water Quality Control Board – Colorado River Region. The SNMP is not expected to be completed until March 2027, after the 2027 Alternative Plan Update submittal to DWR. We will address the usefulness of current groundwater quality monitoring (Task 10) in demonstrating the GSAs’ progress on salinity management.

Task 11.2 Drain Flow as a Sustainability Indicator
One of the DWR corrective actions on the 2022 Alternative Plan was to provide information on drain flow and if it could be used as a sustainability indicator. The 2027 Alternative Plan will rely on individual studies on the connection of groundwater and drain flow to document that drain flows should not be used as an SMC.

Task 11.3. Identify Additional Emerging Concerns
We will work with the GSAs to identify and address additional emerging issues, such as changes in water quality regulations related to hexavalent chromium and PFOS/PFOA compounds. Groundwater quality concerns expressed by DWR in the Staff Plan Assessment report will be addressed in the HCM (Task 5).

Task 11.4. Prepare TM Draft Chapter Emerging Issues
This task includes update of the text and figures for this section of the 2027 Alternative Plan, submittal of the preliminary draft to CVWD, addressing comments from CVWD, submittal of a draft to the Indio GSAs, and addressing comments from the GSAs. The next iteration of revisions for this chapter will be addressed in the complete administrative draft of the full 2027 Alternative Plan as described in Task 13.

Task 11 Deliverables:
• Administrative Draft and Draft Chapter – Emerging Issues Task 12. Update Plan Implementation
This task includes updates to the remaining chapters of the Alternative Plan to reflect current conditions and updated narrative.

Task 12.1. Introduction and Executive Summary Chapters
We will update the Introduction and Executive Summary chapters of the Plan Update. This includes update of the text and figures, submittal of the preliminary draft to CVWD, addressing comments from CVWD, submittal of a draft to the Indio GSAs, and addressing comments from the GSAs. The next iteration of revisions for this chapter will be addressed in the complete administrative draft of the full 2027 Alternative Plan as described in Task 13.

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Task 12.2. Plan Implementation Chapter
We will develop/update the Plan Implementation chapter. This scope assumes that PMAs chapter will remain stand-alone and that the Implementation chapter will focus on policy or programmatic decisions relative to plan implementation. This task includes update of the text and figures for this section,submittal of the preliminary draft to CVWD, addressing comments from CVWD, submittal of a draft to the Indio GSAs, and addressing comments from the GSAs.

The next iteration of revisions for this chapter will be addressed in the complete administrative draft of the full 2027 Alternative Plan as described in Task 13.

Task 12 Deliverables:
• Draft Introduction Chapter
• Draft Executive Summary Chapter
• Administrative Draft and Draft Chapter for Administrative Information • Administrative Draft and Draft Chapter Implementation Plan Task 13. Develop and Submit Alternative Plan Update
Draft chapters of the Plan Update developed under the previous tasks will be compiled in an initial Plan Update document. Time for review and comment by the GSAs and incorporation of comments received are included. For costing purposes, we assume that an initial Administrative Draft and three revisions (Screencheck Draft, Public Draft, and Final) are needed. An Administrative Draft will be prepared for the Indio Subbasin GSAs staff to review and provide comments. These comments will be incorporated into a Screencheck Draft subject to an additional internal review to ensure that comments were appropriately managed. A Public Final Draft will be prepared to allow sharing with stakeholders and general public. Comments received will be incorporated in a Final Plan Update. For costing purposes, electronic submittal of all draft documents is assumed. Final delivery of 10 hard copies of the Final Plan Update is assumed.

Task 13.1. Preliminary Plan & Administrative Record
Todd and Rincon will develop an updated GSP outline for any proposed new additions or changes to the Plan based on the periodic evaluation (Task 2). This task also includes preparing and submitting preliminary draft Plan chapter files to the CVWD Project Manager for confirmation of completeness prior to circulation to the GSAs.

This task will also include tracking references used during Plan preparation in the form of an Administrative Record. SGMA regulations require submittal of a copy of every reference used in Plan preparation that is not easily available. This task will collect copies of all references used in the report for compilation and submittal along with the completed Alternative Plan Update.

Task 13.2. Prepare Administrative Draft Alternative Plan Update The Project team will prepare an administrative draft of the Plan Update and supporting appendices. The administrative draft will be reviewed by the GSA staff and other stakeholders

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involved in the GSP development process. After comments on the administrative draft are received, they will be compiled and a response to comments will be prepared. Comments incorporated into the Plan Update will be used to prepare the public draft of the 2027 Alternative Plan.

Task 13.3. Prepare Screencheck Draft Alternative Plan Update We will incorporate all GSA comments on the Administrative Draft Alternative Plan Update and provide a track version for their review, to confirm correct incorporation of all comments.

Task 13.4. Prepare Public Draft Alternative Plan Update We will incorporate GSA comments on the Screencheck Draft Alternative Plan Update and prepare a public draft of the Alternative Plan and supporting appendices. The Public Draft Alternative Plan Update will be circulated for public review and comment.

Task 13.5. Prepare Final Alternative Plan Update
We will prepare a Final Alternative Plan Update and supporting appendices. After comments on the public draft are received, they will be compiled and a response to comments document will be prepared. Comments on the Public Draft Alternative Plan Update will be used to prepare the Final Alternative Plan Update. Once finalized, the Final Alternative Plan Update will be adopted by the GSAs and submitted to DWR by January 31, 2027.

Task 13 Deliverables:
• GSP outline and style guidance
• Administrative Record
• Response to comments matrices (3)
• Electronic version (PDF format) of Administrative Draft Alternative Plan • Electronic version (PDF format) of Screencheck Draft Alternative Plan • Electronic version (PDF format) of Public Draft Alternative Plan • Electronic version (PDF format) of Final Alternative Plan • 10 printed copies of the Final GSP
• Appendices for GSAs and DWR submittal

COST ESTIMATE
The estimated costs by task are summarized on the following page.

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Estimated Project Costs
TODD Rincon
Total Total Total
Task Costs Costs Costs
Task 1 - Project Management $116,357 $105,844 $222,201
Task 2 - Periodic Evaluation of 2022
Alternative Plan $40,576 $22,976 $63,552
Task 3 - Develop and Implement
Stakeholder and Public Outreach Plan $40,724 $111,849 $152,573 Task 4. Evaluate Hydrogeologic Conceptual
Model and Describe Groundwater
Conditions $80,947 $19,544 $100,491
Task 5 - Water Demand $10,822 $89,652 $100,474
Task 6 - Water Supply $8,905 $81,280 $90,185
Task 7 - Re-Evaluate Projects and
Management Actions $7,864 $10,320 $18,184
Task 8 - Groundwater Flow Modeling $202,684 $1,764 $204,448 Task 9 - Update Sustainability Goals and
Management Criteria $55,993 $4,944 $60,937
Task 10 - Establish Monitoring Plan $16,218 $1,128 $17,346 Task 11 - Update Emerging Issues $21,216 $1,620 $22,836 Task 12 - Update Plan Implementation $4,080 $8,352 $12,432 Task 13 - Develop and Submit Alternative
Plan Update $58,477 $57,984 $116,461
Total Estimated Cost $664,863 $499,257 $1,182,120
Project Contingency (10%) $118,212
Total Estimated Cost (+ Contingency) $1,300,332
A schedule of charges by labor category along with a budget breakdown showing estimated hours by subtask is provided as an attachment at the end of this proposal.

A project contingency of $118,212 (roughly 10% of total project costs) is included to account for additional levels of effort not possible to foresee at this time. The contingency may be applied to accommodate additional public workshops, tribal meetings, and/or stakeholder coordination. Additionally, for the groundwater modeling tasks, we have estimated levels of effort in updating and predicting land use, recharge parameters, and future scenarios to be simulated. Contingency may be useful for additional modeling efforts associated with analysis and simulation of complex land and water use scenarios and simulation of additional management actions and, in turn, future scenarios beyond the 4 scenarios assumed in Task

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SCHEDULE
The proposed project schedule is attached at the end of this proposal. As shown in the schedule, we assume the project will commence upon receipt of a notice-to-proceed following Board approval on March 11, 2025. We have sequenced tasks to allow for the progressive build-up of technical knowledge leading to the submission of the Plan Update to DWR by the January 1, 2027 deadline.

We appreciate the opportunity to provide a proposal on this interesting project and stand ready to initiate the project on your approval. Please feel free to contact us with any questions or comments that you may have.

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Job Name: Alternative Plan Update - Task Order 5
Client: Coachella Valley Water District, Coachella Water Authority, Desert Water Agency, Indio Water Authority Date:
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 07 14 21 28 05 12 19 26 02 09 16 23 30 07 14 21 28 04 11 18 25 01 08 15 22 29 06 13 20 27 03 10 17 24 01 08 15 22 29 05 12 19 26 02 09 16 23 02 09 16 23 30 06 13 20 27 04 11 18 25 01 08 15 22 29 06 13 20 27 03 10 17 24 31 07 14 21 28 05 12 19 26 02 09 16 23 30 07 14 21 28 CVWD Board Approval (Mar 11, 2025) / Finalize ContractTask 1 - Project Management1.1 Consultant team coordination calls1.2 Project coordination call - consultant and CVWD1.3 Kickoff and GSA meetingsKickoff meeting 1Web-enabled conference call 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 201.4 Budget tracking, invoicing, and progress reports1.5 Calls with DWRTask 2 - Periodic Evaluation of 2022 Alternative Plan2.1 Collect data2.2 Assess HCM and Numerical Model2.3 Assess Water Demand and Supply Projections2.4 Sustainability Indicators Reconsideration2.5 Prepare Part 1 TM2.6 Prepare Part 2 TM Deliverable Compiled Part 1 and Part 2 TM 
GSA Review and Feedback
Task 3 - Develop and Implement Stakeholder and Public Outreach Plan3.1 Update Communication Plan Deliverable TM Communications Plan 
GSA Review and Feedback

3.2 Develop and maintain stakeholder list3.3 Update website and outreach materials3.4 Public workshops3.5 Targeted outreach to tribes3.6 Outreach and communication documentationTask 5. Evaluate Hydrogeologic Conceptual Model (HCM) and Groundwater Conditions

4.1 Update HCM4.4 Update detailed hydrogeologic cross sections4.3 Update groundwater conditions 5.4.1 Groundwater levels5.4.2 Groundwater quality5.4.3 Groundwater production5.4.4 Land subsidence4.5 Prepare Draft Chapters Plan Description, HCM, and Groundwater Conditions Deliverable TM Draft Chapters Plan Area, HCM, and Groundwater Conditions GSA Review and Feedback

4.6 Review Groundwater Dependent Ecosystems (GDEs) 
GSA Review and Feedback
Task 5 - Water Demand 5.1 Demand model design5.2 Update conservation savings 5.3 Demand model update5.4 Revised Demand Model5.5 Update Draft Water Demand Chapter Deliverable Draft Chapters - Demand Forecast 
GSA Review and Feedback
Task 6 - Water Supply

6.1 Update water supply projections6.2 Evaluate effects of climate change on supply reliability/vulnerability6.3 Compile supply charts and identify future shortfalls in water supply6.4 Update Draft Water Supply Chapter Deliverable Draft Chapter - Water Supply 
GSA Review and Feedback
Task 7 - Re-Evaluate Projects and Management Actions7.1 Update project feasibility, concept design, and costs7.2 Update PMAs DraftChapter Deliverable TM Draft Chapter Projects and Management Actions  GSA Review and Feedback
Task 8 - Groundwater Flow Modeling8.1 Complete model update revisions8.2 Perform limited local improvements8.3 Develop historical and current water budgets8.4 Simulate future model simulations through WY 2074-20808.5 Prepare Draft Chapter Groundwatr Modeling Documentation

8.6 Prepare TM Draft Chapter Groundwater Modeling Documentation GSA Review and Feedback 
Task 9 - Update Sustainability Goals and Management Criteria

9.1 Update sustainability goals and objectives9.2 Evaluate undesirable results (Urs)9.3 Assess minimum thresholds (MTs)9.4 Identify measurable objectives (MOs) and interim milestones (Ims)9.5 Prepare TM Draft Chapter Sustainability Goals and Criteria Deliverable TM Draft Chapter Sustainability Goals and Criteria  GSA Review and Feedback
Task 10 - Update Monitoring Plan10.1 Update monitoring networks10.2 Establish surface water, drain, and land subsidence monitoring plan10.3 Prepare TM Draft Chapter Monitoring Plan Deliverable TM Draft Chapter Monitoring Plan 
GSA Review and Feedback
Task 11 - Update Emerging IssuesTask 11.1 Assess SNMP statusTask 11.2 Drain flow as a sustainability indicatorTask 11.2 Identify additional emerging concerns Task 11.3 Prepare TM Draft Chapter Emerging Issues  Deliverable TM Draft Chapter Emerging Issues
GSA Review and Feedback
Task 12 - Update Plan Implementation12.1 Plan Introduction & Executive Summary Chapters12.2 Plan Implementation Chapter Deliverable TM Draft Chapter Implementation Plan 
GSA Review and Feedback
Task 13 - Develop and Submit Alternative Plan Update13.1 Preliminary Plan & Administrative Record13.2 Prepare Administrative Draft Alternative Plan Deliverable Administrative Draft Alternative Plan 
GSA Review and Feedback

13.3 Prepare Screencheck Draft Alternative Plan
Deliverable Screencheck Draft Alternative Plan 
GSA Review and Feedback

13.4 Prepare Public Draft Alternative Plan
Deliverable Draft Alternative Plan 
Public Review of Draft Alternative Plan (45 days + 45-day schedule contingency)13.5 Prepare Final Alternative Plan Deliverable Final Alternative Plan 
GSA Review and Feedback
Submit Final Alternative Plan Update to DWR (Jan. 1, 2027) 

TASKS / SUBTASKS
April September
2026
February March April May June July August October November December 2/4/2025
2025
May June July August September October November December January Proposal for Indio Subbasin Alternative Plan Five-YearUpdate in Accordance with SGMA TODD

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Job Name: 2027 Alternative Plan Update - Task Order 4
Client: Coachella Valley Water District, Coachella Water Authority, Desert Water Agency, Indio Water Authority Date: 1/28/2025
Job Number: PROPOSAL
Iris Dan Chad Maureen Arden Sebastien Ed Mike Todd Todd 2% Cynthia Other 10% TODD Priestaf Craig Taylor Reilly Wells Poore Potts Wottrich Labor Total Comm. Obuchi Direct Markup Total 2019 Hourly Rates $300 $290 $290 $275 $185 $210 $165 $175 Hours Labor Fee $155 Costs Fee Costs Task 1 - Project Management

1.1 Consultant Team Coordination Calls 90 12 12 114 $ 29,250 $ 585 $ - $ 29,835

1.2 Project Coordination Calls - Consultant and CVWD 60 4 4 68 $ 18,000 $ 360 $ - $ 18,360

1.3 Kickoff and GSA meetings 40 40 80 20 20 200 $ 53,100 $ 1,062 $ - $ 54,162

1.4 Budget Tracking, Invoicing, and Progress Reports 40 40 $ 11,000 $ 220 $ 1,046 $ - $ 12,266

1.5 Calls with DWR 2 4 6 $ 1,700 $ 34 $ - $ 1,734
Task 1 Estimated Cost 42 40 0 274 0 36 36 0 428 $ 113,050 $ 2,261 $ 1,046 $ - $ - $ 116,357 Task 2 - Periodic Evaluation of 2022 Alternative Plan

2.1 Collect Data 12 16 16 44 $ 8,740 $ 175 $ - $ 8,915

2.2 Review HCM and Numerical Model 8 4 8 20 $ 5,100 $ 102 $ - $ 5,202

2.3 Assess Water Demand and Supply Projections 4 8 12 $ 2,420 $ 48 $ - $ 2,468

2.4. Sustainability Indicators Reconsideration 12 12 24 $ 5,280 $ 106 $ - $ 5,386

2.5 Prepare Part 1 Chapter 8 8 16 32 $ 9,120 $ 182 $ - $ 9,302

2.5 Prepare Part 2 Chapter 8 8 16 32 $ 9,120 $ 182 $ - $ 9,302 Task 2 Estimated Cost 16 24 0 64 0 8 36 16 164 $ 39,780 $ 796 $ - $ - $ - $ 40,576 Task 3 - Develop and Implement Stakeholder and Public
Outreach Plan

3.1 Update Communication Plan 4 4 $ 1,100 $ 22 $ - $ 1,122

3.2 Develop and Maintain Stakeholder List 2 2 $ 550 $ 11 $ - $ 561

3.3 Update Website and Outreach Materials 8 8 2 4 4 16 42 $ 9,190 $ 184 $ - $ 9,374

3.4 Public Workshops (5 in-person meetings) 12 48 60 $ 16,800 $ 336 $ 3,000 $ 300 $ 20,436

3.5 Focused Outreach to Tribes (5 in-person meetings) 8 20 28 $ 7,900 $ 158 $ - $ 8,058

3.6 Outreach and Communication Documentation 2 2 4 $ 1,150 $ 23 $ - $ 1,173 Task 3 Estimated Cost 22 8 0 84 2 4 4 16 140 $ 36,690 $ 734 $ - $ 3,000 $ 300 $ 40,724 Task 4. Evaluate Hydrogeologic Conceptual Model and
Describe Groundwater Conditions

4.1 Update HCM 6 2 24 32 $ 6,340 $ 127 $ - $ 6,467

4.2. Update Detailed Hydrogeologic Cross Sections 20 8 40 68 $ 14,600 $ 292 $ - $ 14,892

4.3. Update Groundwater Conditions 0 $ - $ - $ - $ -

4.4.1 Groundwater levels 20 24 24 68 $ 13,660 $ 273 $ - $ 13,933

4.4.2 Groundwater quality 24 30 32 86 $ 17,150 $ 343 $ - $ 17,493

4.4.3 Groundwater pumping 16 8 16 40 $ 8,520 $ 170 $ - $ 8,690

4.4.4 Land subsidence 4 6 2 12 $ 2,440 $ 49 $ - $ 2,489

4.5 Prepare Draft Chapters - Plan Area, HCM, and Groundwater Conditions 4 4 4 24 32 4 72 $ 16,100 $ 322 $ - $ 16,422

4.6 Review Groundwater Dependent Ecosystems (GDEs) 2 2 $ 550 $ 11 $ - $ 561 Task 4 Estimated Cost 10 26 4 98 0 0 164 78 380 $ 79,360 $ 1,587 $ - $ - $ - $ 80,947 Task 5 - Water Demand

5.1 Demand Model Design 8 8 $ 2,200 $ 44 $ - $ 2,244

5.2 Update Conservation Savings 2 2 $ 550 $ 11 $ - $ 561

5.3 Demand Model Update 12 12 $ 3,300 $ 66 $ - $ 3,366

5.4 Revised Demand Model 2 2 $ 550 $ 11 $ - $ 561

5.5 Update Draft Water Demand Chapter 4 4 6 14 $ 4,010 $ 80 $ - $ 4,090 Task 5 Estimated Cost 4 0 4 30 0 0 0 0 38 $ 10,610 $ 212 $ - $ - $ - $ 10,822 Task 6 - Water Supply

6.1 Update Water Supply Projections 2 2 $ 550 $ 11 $ - $ 561

6.2 Evaluate Effects of Climate Change on Supply Reliability/Vulnerabi 2 4 8 14 $ 3,020 $ 60 $ - $ 3,080

6.3 Compile Supply Charts and Identify Future Shortfalls in Water Supply 2 2 4 $ 1,150 $ 23 $ - $ 1,173

6.4 Update Draft Water Supply Chapter 4 4 6 14 $ 4,010 $ 80 $ - $ 4,090 Task 6 Estimated Cost 8 0 4 14 0 0 8 0 34 $ 8,730 $ 175 $ - $ - $ - $ 8,905 Task 7 - Re-Evaluate Projects and Management Actions

7.1 Update PMA Feasibility, Concept Design, and Costs 4 8 2 14 $ 3,730 $ 75 $ - $ 3,805

7.2 Update Draft PMAs Chapter 4 2 8 14 $ 3,980 $ 80 $ - $ 4,060 Task 7 Estimated Cost 8 0 2 16 0 0 2 0 28 $ 7,710 $ 154 $ - $ - $ - $ 7,864

TODD GROUNDWATER
Proposal for Indio Subbasin Alternative Plan Five-Year
Update In Accordance with SGMA
TODD

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Page 33 of 87 ends

Proposed Cost Estimate
Job Name:

Client:

Date:

Job Number:
2019 Hourly Rates
Task 1 - Project Management

1.1 Consultant Team Coordination Calls

1.2 Project Coordination Calls - Consultant and CVWD

1.3 Kickoff and GSA meetings

1.4 Budget Tracking, Invoicing, and Progress Reports

1.5 Calls with DWR
Task 1 Estimated Cost
Task 2 - Periodic Evaluation of 2022 Alternative Plan

2.1 Collect Data

2.2 Review HCM and Numerical Model

2.3 Assess Water Demand and Supply Projections

2.4. Sustainability Indicators Reconsideration

2.5 Prepare Part 1 Chapter

2.5 Prepare Part 2 Chapter
Task 2 Estimated Cost
Task 3 - Develop and Implement Stakeholder and Public
Outreach Plan

3.1 Update Communication Plan

3.2 Develop and Maintain Stakeholder List

3.3 Update Website and Outreach Materials

3.4 Public Workshops (5 in-person meetings)

3.5 Focused Outreach to Tribes (5 in-person meetings)

3.6 Outreach and Communication Documentation
Task 3 Estimated Cost
Task 4. Evaluate Hydrogeologic Conceptual Model and
Describe Groundwater Conditions

4.1 Update HCM

4.2. Update Detailed Hydrogeologic Cross Sections

4.3. Update Groundwater Conditions

4.4.1 Groundwater levels

4.4.2 Groundwater quality

4.4.3 Groundwater pumping

4.4.4 Land subsidence

4.5 Prepare Draft Chapters - Plan Area, HCM, and Groundwater Conditions

4.6 Review Groundwater Dependent Ecosystems (GDEs)
Task 4 Estimated Cost
Task 5 - Water Demand

5.1 Demand Model Design

5.2 Update Conservation Savings

5.3 Demand Model Update

5.4 Revised Demand Model

5.5 Update Draft Water Demand Chapter
Task 5 Estimated Cost
Task 6 - Water Supply

6.1 Update Water Supply Projections

6.2 Evaluate Effects of Climate Change on Supply Reliability/Vulnerabi

6.3 Compile Supply Charts and Identify Future Shortfalls in Water Supply

6.4 Update Draft Water Supply Chapter
Task 6 Estimated Cost
Task 7 - Re-Evaluate Projects and Management Actions

7.1 Update PMA Feasibility, Concept Design, and Costs

7.2 Update Draft PMAs Chapter
Task 7 Estimated Cost
2027 Alternative Plan Update - Task Order 4
Coachella Valley Water District, Coachella Water Authority, Desert Water Agency, Indio Water Authority 1/28/2025

PROPOSAL
Rosalyn Kat Menso Emily KBrtalik Robin Kara GIS Publications Graphic Proj. Rincon Rincon Other 10% Rincon As Prickett Fikan de Jong McCord EFeldman Murray Bedwell Specialist Specialist Artist Asst. Labor Total Direct Markup Total Needed Total Total $318 $246 $264 $218 $318 $282 $160 $160 $124 $180 $111 Hours Labor Costs Fee Costs $300 Costs Costs 90 90 $ 28,620 $ - $ 28,620 $ 58,455
45 45 90 $ 25,380 $ - $ 25,380 $ - $ 43,740
60 80 140 $ 38,760 $ 3,800 $ 380 $ 42,940 $ - $ 97,102
20 20 40 $ 7,140 $ - $ 7,140 $ - $ 19,406
4 2 6 $ 1,764 $ - $ 1,764 $ - $ 3,498
199 147 0 0 0 0 0 0 0 0 20 366 $ 101,664 $ 3,800 $ 380 $ 105,844 0 $ - $ 222,201 2 6 8 $ 2,112 $ - $ 2,112 $ - $ 11,027
0 $ - $ - $ - $ - $ 5,202
6 6 16 32 60 $ 12,728 $ - $ 12,728 $ - $ 15,196
0 $ - $ - $ - $ - $ 5,386
2 4 4 16 26 $ 5,236 $ - $ 5,236 $ - $ 14,538
2 4 8 14 $ 2,900 $ - $ 2,900 $ - $ 12,202
12 20 20 0 0 0 56 0 0 0 0 108 $ 22,976 $ - $ - $ 22,976 0 $ - $ 63,552 4 6 8 18 $ 4,028 $ - $ 4,028 $ - $ 5,150
2 6 20 28 $ 5,312 $ - $ 5,312 $ - $ 5,873
10 14 18 6 18 66 $ 13,704 $ - $ 13,704 $ - $ 23,078
70 70 30 4 10 184 $ 49,840 $ 1,950 $ 195 $ 51,985 $ - $ 72,421 55 55 110 $ 31,020 $ - $ 31,020 $ - $ 39,078
4 8 16 28 $ 5,800 $ - $ 5,800 $ - $ 6,973
145 159 30 0 0 0 62 10 0 28 0 434 $ 109,704 $ 1,950 $ 195 $ 111,849 0 $ - $ 152,573 0 $ - $ - $ - $ - $ 6,467
0 $ - $ - $ - $ - $ 14,892
0 $ - $ - $ - $ - $ -
0 $ - $ - $ - $ - $ 13,933
0 $ - $ - $ - $ - $ 17,493
0 $ - $ - $ - $ - $ 8,690
0 $ - $ - $ - $ - $ 2,489
4 4 8 $ 2,256 $ - $ 2,256 $ - $ 18,678
4 4 4 8 36 8 64 $ 17,288 $ - $ 17,288 $ - $ 17,849
8 8 4 0 8 36 0 8 0 0 0 72 $ 19,544 $ - $ - $ 19,544 0 $ - $ 100,491 8 12 12 8 8 4 52 $ 12,328 $ - $ 12,328 $ - $ 14,572
8 8 8 16 8 30 78 $ 17,456 $ - $ 17,456 $ - $ 18,017
12 8 24 80 30 154 $ 34,360 $ - $ 34,360 $ - $ 37,726
4 4 12 20 8 48 $ 11,064 $ - $ 11,064 $ - $ 11,625
6 4 16 16 24 66 $ 14,444 $ - $ 14,444 $ - $ 18,534
38 36 72 140 8 0 62 42 0 0 0 398 $ 89,652 $ - $ - $ 89,652 0 $ - $ 100,474 24 4 16 48 92 $ 23,304 $ - $ 23,304 60 $ 18,000 $ 41,865 8 8 8 4 8 24 60 $ 13,880 $ - $ 13,880 $ - $ 16,960
12 4 8 24 16 64 $ 14,704 $ - $ 14,704 $ - $ 15,877
6 4 16 2 24 52 $ 11,392 $ - $ 11,392 $ - $ 15,482
50 20 48 78 8 0 64 0 0 0 0 268 $ 63,280 $ - $ - $ 63,280 60 $ 18,000 $ 90,185 4 8 16 28 $ 5,800 $ - $ 5,800 $ - $ 9,605
4 8 8 20 $ 4,520 $ - $ 4,520 $ - $ 8,580
8 16 0 0 0 0 24 0 0 0 0 48 $ 10,320 $ - $ - $ 10,320 0 $ - $ 18,184

RINCON CONSULTANTS PEER REVIEW
Proposal for Indio Subbasin Alternative Plan Five-Year
Update In Accordance with SGMA
TODD

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Indio City CouncilSeptember 16, 2026

Indio City Council
September 16, 2026