Cities Index.
1 CC Resolution CEQA rev.pdf

Moreno Valley City Council
September 1, 2026

Document
1 CC Resolution CEQA rev.pdf
Meeting
September 1, 2026
Body
Moreno Valley City Council
Pages
9
Original file
19.6 MB
Text extracted from the city's file for reading and search. Open the original on pub-morenovalley.escribemeetings.com. That file is the official record.

Vehicle Mix
Median ADT Speed Alpha Medium Heavy CNEL at
# Roadway Segment Lanes Width Volume (mph) Factor 50 Feet 70 CNEL 65 CNEL 60 CNEL 55 CNEL 318 NASON ST SR-60 TO FIR AVE 4 12 29,566 45 0.5 1.7% 1.0% 71.5 63 135 292 629 319 NASON ST FIR AVE TO EUCALYPTUS AVE 4 15 24,404 45 0.5 1.5% 0.9% 70.6 55 119 256 551 320 NASON ST EUCALYPTUS AVE TO DRACAEA AVE 4 15 24,751 45 0.5 1.6% 0.9% 70.7 56 120 258 557 321 NASON ST DRACAEA AVE TO COTTONWOOD AVE 3 15 24,751 45 0.5 1.6% 0.9% 70.3 52 112 241 520 322 NASON ST COTTONWOOD AVE TO ALESSANDRO BLVD 2 15 16,275 45 0.5 1.1% 0.7% 67.7 - 76 163 352 323 NASON ST ALESSANDRO BLVD TO CACTUS AVE 4 15 34,196 45 0.5 0.7% 0.4% 71.1 59 128 276 594 324 NASON ST CACTUS AVE TO IRIS AVE 4 13 15,464 45 0.5 0.6% 0.4% 67.6 - 74 160 344 325 OLD 215 FRONTAGE RD DRACAEA AVE TO COTTONWOOD AVE 4 20 4,638 35 0.5 3.9% 2.2% 63.4 - - 84 180 326 OLD 215 FRONTAGE RD COTTONWOOD TO BAY AVE 4 20 4,489 35 0.5 2.0% 1.2% 61.6 - - 64 137 327 OLD 215 FRONTAGE RD BAY AVE TO ALESSANDRO BLVD 4 15 4,539 50 0.5 2.1% 1.2% 64.9 - - 106 229 328 OLD 215 FRONTAGE RD ALESSANDRO BLVD TO CACTUS AVE 2 10 464 35 0.5 1.8% 1.0% 50.4 - - - - 329 OLD LAKE DR PIGEON PASS RD TO SUNNYMEAD RANCH PKWY 4 11 11,752 40 0.5 1.1% 0.6% 65.6 - 55 117 253 330 OLIVER ST CACTUS AVE TO ROCKWOOD AVE 4 12 16,352 50 0.5 1.1% 0.6% 69.4 - 99 213 459 331 OLIVER ST ROCKWOOD AVE TO JOHN F KENNEDY DR 4 12 15,572 50 0.5 0.9% 0.5% 69.0 - 93 200 432 332 OLIVER ST JOHN F KENNEDY DR TO IRIS AVE 3 0 14,389 50 0.5 1.0% 0.6% 68.2 - 81 175 377 333 PERRIS BLVD NORTH OF SUNNYMEAD RANCH PKWY 4 12 11,677 50 0.5 1.3% 0.8% 68.2 - 82 176 380 334 PERRIS BLVD SUNNYMEAD RANCH PKWY TO MANZANITA AVE 4 12 17,818 50 0.5 1.1% 0.6% 69.8 - 105 225 486 335 PERRIS BLVD MANZANITA AVE TO JACLYN AVE 4 12 17,489 50 0.5 1.0% 0.6% 69.7 - 103 221 477 336 PERRIS BLVD JACLYN AVE TO KALMIA AVE 4 12 17,732 50 0.5 1.0% 0.6% 69.8 - 104 224 482 337 PERRIS BLVD KALMIA AVE TO IRONWOOD AVE 4 12 22,715 50 0.5 0.9% 0.5% 70.7 56 120 259 558 338 PERRIS BLVD IRONWOOD AVE TO HEMLOCK AVE 6 12 37,951 45 0.5 0.9% 0.5% 73.3 83 179 386 832 339 PERRIS BLVD HEMLOCK AVE TO SR-60 7 12 44,859 45 0.5 1.1% 0.6% 75.8 122 263 566 1,220 340 PERRIS BLVD SR-60 TO FIR AVE 6 12 39,858 40 0.5 1.2% 0.7% 72.6 75 161 346 746 341 PERRIS BLVD FIR AVE TO MYERS AVE 4 12 37,863 40 0.5 1.1% 0.7% 70.7 56 121 260 561 342 PERRIS BLVD MYERS AVE TO EUCALYPTUS AVE 4 12 37,863 40 0.5 1.1% 0.7% 70.7 56 121 260 561 343 PERRIS BLVD EUCALYPTUS AVE TO DRACAEA AVE 4 12 32,501 40 0.5 1.2% 0.7% 70.2 52 111 239 515 344 PERRIS BLVD DRACAEA AVE TO COTTONWOOD AVE 6 12 30,784 40 0.5 1.2% 0.7% 71.5 62 135 290 625 345 PERRIS BLVD COTTONWOOD AVE TO BAY AVE 6 12 26,799 40 0.5 1.2% 0.7% 70.8 - 122 262 565 346 PERRIS BLVD BAY AVE TO ALESSANDRO BLVD 6 12 30,398 40 0.5 1.1% 0.6% 71.3 - 131 283 609 347 PERRIS BLVD ALESSANDRO BLVD TO BRODIAEA AVE 6 12 27,981 40 0.5 1.2% 0.7% 71.0 - 126 271 584 348 PERRIS BLVD BRODIAEA AVE TO CACTUS AVE 6 12 23,747 40 0.5 1.3% 0.7% 70.4 - 115 247 532 349 PERRIS BLVD CACTUS AVE TO DELPHINIUM AVE 6 12 24,986 40 0.5 1.3% 0.7% 70.7 - 119 257 553 350 PERRIS BLVD DELPHINIUM AVE TO JOHN F KENNEDY DR 6 12 27,493 40 0.5 1.2% 0.7% 71.0 - 125 269 580 351 PERRIS BLVD JOHN F KENNEDY DR TO FILAREE AVE 6 12 45,752 50 0.5 1.2% 0.7% 75.6 118 253 546 1,175 352 PERRIS BLVD FILAREE AVE TO GENTIAN AVE 6 12 31,973 50 0.5 1.4% 0.8% 74.2 95 204 439 947 353 PERRIS BLVD GENTIAN AVE TO SANTIAGO DR 6 12 33,432 50 0.5 1.5% 0.9% 74.5 100 215 462 996 354 PERRIS BLVD SANTIAGO DR TO IRIS AVE 6 12 37,080 50 0.5 1.4% 0.8% 74.8 105 227 488 1,052 355 PERRIS BLVD IRIS AVE TO KRAMERIA AVE 6 12 50,273 50 0.5 1.2% 0.7% 76.0 125 269 580 1,249 356 PERRIS BLVD KRAMERIA AVE TO SUBURBAN LN 6 12 56,135 50 0.5 2.2% 1.3% 77.3 153 330 712 1,534 357 PERRIS BLVD SUBURBAN LN TO SAN MICHELE RD 6 12 60,417 50 0.5 2.1% 1.2% 77.6 159 343 740 1,593 358 PERRIS BLVD SAN MICHELE RD TO NANDINA AVE 6 12 56,648 50 0.5 2.2% 1.3% 77.4 155 334 719 1,548 359 PIGEON PASS RD NORTH OF HIDDEN SPRINGS DR 4 0 1,218 55 0.5 0.7% 0.4% 58.4 - - - 85 360 PIGEON PASS RD HIDDEN SPRINGS DR TO LAWLESS RD 4 12 1,257 45 0.5 0.6% 0.4% 56.6 - - - 64 361 PIGEON PASS RD LAWLESS RD TO SUNNYMEAD RANCH PKWY 4 12 1,257 45 0.5 0.6% 0.4% 56.6 - - - 64 362 PIGEON PASS RD SUNNYMEAD RANCH PKWY TO OLD LAKE DR 4 11 4,341 45 0.5 0.8% 0.4% 62.1 - - 69 149 363 PIGEON PASS RD OLD LAKE DR TO COUGAR CANYON RD 4 12 18,612 55 0.5 0.9% 0.5% 70.9 58 124 268 577 364 PIGEON PASS RD COUGAR CANYON RD TO HARLAND DR 4 12 21,450 55 0.5 0.9% 0.5% 71.6 63 137 294 634

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Vehicle Mix
Median ADT Speed Alpha Medium Heavy CNEL at
# Roadway Segment Lanes Width Volume (mph) Factor 50 Feet 70 CNEL 65 CNEL 60 CNEL 55 CNEL 365 PIGEON PASS RD HARLAND DR TO IRONWOOD AVE 4 12 24,548 55 0.5 0.9% 0.5% 72.1 69 149 321 692 366 PIGEON PASS RD IRONWOOD AVE TO HEMLOCK AVE 4 13 30,615 45 0.5 1.0% 0.6% 71.0 58 125 269 580 367 REDLANDS BLVD NORTH OF LOCUST AVE 4 0 29,137 55 0.5 2.7% 1.5% 73.8 90 193 416 896 368 REDLANDS BLVD LOCUST AVE TO IRONWOOD AVE 4 0 27,688 55 0.5 2.1% 1.2% 73.2 81 175 378 814 369 REDLANDS BLVD IRONWOOD AVE TO SR-60 4 6 21,707 55 0.5 1.4% 0.8% 71.7 65 141 303 653 370 REDLANDS BLVD SR-60 TO EUCALYPTUS AVE 4 4 24,575 55 0.5 2.0% 1.1% 72.7 76 163 352 758 371 REDLANDS BLVD EUCALYPTUS AVE TO DRACAEA AVE 4 0 23,362 55 0.5 1.9% 1.1% 72.3 72 154 332 716 372 REDLANDS BLVD DRACAEA AVE TO COTTONWOOD AVE 4 16 23,462 55 0.5 1.8% 1.0% 72.8 77 166 358 771 373 REDLANDS BLVD COTTONWOOD AVE TO BAY AVE 4 8 14,852 55 0.5 2.3% 1.3% 70.9 57 124 266 573 374 REDLANDS BLVD BAY AVE TO ALESSANDRO BLVD 4 0 14,789 55 0.5 2.3% 1.3% 70.6 55 119 255 550 375 REDLANDS BLVD ALESSANDRO TO CACTUS AVE 4 6 13,526 50 0.5 2.0% 1.1% 69.2 - 95 204 441 376 SAN MICHELE RD HEACOCK ST TO INDIAN ST 4 13 8,556 45 0.5 4.7% 2.7% 68.3 - 83 179 386 377 SAN MICHELE RD INDIAN ST TO PERRIS BLVD 3 13 6,112 45 0.5 5.0% 2.9% 66.6 - 64 137 296 378 SUNNYMEAD BLVD FREDERICK ST TO GRAHAM ST 4 15 23,139 40 0.5 1.7% 1.0% 69.4 - 98 211 455 379 SUNNYMEAD BLVD GRAHAM ST TO HEACOCK ST 4 15 14,175 40 0.5 1.5% 0.9% 67.0 - 68 146 315 380 SUNNYMEAD BLVD HEACOCK ST TO INDIAN ST 4 14 6,799 35 0.5 0.8% 0.5% 61.6 - - 63 137 381 SUNNYMEAD BLVD INDIAN ST TO PERRIS BLVD 4 13 12,116 35 0.5 1.5% 0.9% 64.9 - - 107 230 382 SUNNYMEAD BLVD PERRIS BLVD TO KITCHING ST 4 7 13,461 35 0.5 1.0% 0.6% 64.5 - - 99 214 383 SUNNYMEAD RANCH PKWY PIGEON PASS RD TO LAKE VISTA RD 4 14 2,350 45 0.5 0.5% 0.3% 59.2 - - - 96 384 SUNNYMEAD RANCH PKWY LAKE VISTA RD TO OLD LAKE DR 4 13 5,452 45 0.5 0.5% 0.3% 62.9 - - 78 168 385 SUNNYMEAD RANCH PKWY OLD LAKE DR TO HEACOCK ST 4 14 7,637 45 0.5 1.0% 0.5% 64.9 - - 106 229 386 SUNNYMEAD RANCH PKWY HEACOCK ST TO PERRIS BLVD 4 14 9,335 45 0.5 0.6% 0.4% 65.4 - 53 115 247 387 THEODORE ST IRONWOOD AVE TO SR-60 4 0 3,779 55 0.5 13.8% 8.0% 69.3 45 96 207 447 388 TOWN CIR CENTERPOINT DR TO HERITAGE WAY 4 13 6,139 30 0.5 2.9% 1.7% 62.9 - - 78 168 389 TOWN CIR HERITAGE WAY TO MEMORIAL WAY 4 13 18,770 30 0.5 2.1% 1.2% 66.8 - 66 141 304 390 TOWN CIR MEMORIAL WAY TO CAMPUS PKWY 4 13 22,879 30 0.5 3.4% 1.9% 69.0 - 93 199 430 391 TOWNGATE BLVD EUCALYPTUS AVE TO HERITAGE WAY 4 15 6,894 40 0.5 1.0% 0.6% 63.3 - - 83 178 392 TOWNGATE BLVD HERITAGE WAY TO FREDERICK ST 4 15 20,943 40 0.5 1.1% 0.6% 68.2 - 82 177 381 393 VIA DEL LAGO IRIS AVE TO ALTA CALLE 3 20 14,997 45 0.5 2.8% 1.6% 69.3 - 96 207 447 394 VIA DEL LAGO SOUTH OF ALTA CALLE 3 0 2,287 45 0.5 1.2% 0.7% 59.2 - - 44 95 395 SR-60 I-215 TO DAY ST 8 0 173,364 65 0.5 6.4% 3.7% 88.6 865 1,864 4,016 8,653 396 SR-60 DAY ST TO PIGEON PASS RD 7 0 155,428 65 0.5 6.6% 3.8% 86.6 638 1,375 2,963 6,383 397 SR-60 PIGEON PASS RD TO HEACOCK ST 5 0 123,912 65 0.5 7.9% 4.6% 84.6 467 1,006 2,166 4,667 398 SR-60 HEACOCK ST TO PERRIS BLVD 5 0 128,183 65 0.5 7.8% 4.5% 84.7 475 1,023 2,203 4,747 399 SR-60 PERRIS BLVD TO NASON ST 5 0 113,627 65 0.5 8.8% 5.1% 84.4 459 990 2,133 4,595 400 SR-60 NASON ST TO MORENO BEACH DR 7 0 105,918 65 0.5 9.3% 5.4% 85.8 569 1,225 2,640 5,687 401 SR-60 MORENO BEACH DR TO REDLANDS BLVD 5 0 96,236 65 0.5 10.3% 6.0% 84.2 442 952 2,052 4,420 402 SR-60 REDLANDS BLVD TO WORLD LOGISTICS CTR PKW 4 0 95,301 65 0.5 10.3% 5.9% 83.7 412 888 1,913 4,122 403 I-215 SR-60 TO EASTRIDGE AVE 6 0 164,272 65 0.5 5.3% 3.1% 85.4 529 1,139 2,455 5,288 404 I-215 EASTRIDGE AVE TO E ALESSANDRO BLVD 6 0 179,303 65 0.5 5.2% 3.0% 85.7 557 1,200 2,586 5,571 405 I-215 E ALESSANDRO BLVD TO CACTUS AVE 6 0 182,473 65 0.5 4.9% 2.9% 85.7 554 1,193 2,571 5,540 1 Distance is from the centerline of the roadway segment to the receptor location. "-" = contour is located within the roadway right-of-way.

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No.

Future
without
Project -
Existing
Existing
< 60
60 =<
Existing
=< 65
Existing
> 65 Significant Significance
Change
Future With
Project ADT
Future
with
Project
CNEL
(dBA at
Change
in CNEL
(dBA at
50 feet)
ADT dBA CNEL ADT dBA CNEL dBA CNEL
1 ALESSANDRO BLVD OLD 215 FRONTAGE ROAD TO DAY ST 24,358 74.2 50,322 78.0 3.8 NO NO YES YES NO CHANGE 50,418 78.1 0.1 2 ALESSANDRO BLVD DAY ST TO ELSWORTH ST 21,471 73.1 46,534 77.1 4.0 NO NO YES YES NO CHANGE 46,641 77.2 0.1 3 ALESSANDRO BLVD ELSWORTH ST TO COURAGE ST 25,098 73.9 46,296 77.1 3.2 NO NO YES YES NO CHANGE 46,183 77.0 -0.1 4 ALESSANDRO BLVD COURAGE ST TO FREDERICK ST 23,834 73.3 44,354 76.6 3.3 NO NO YES YES NO CHANGE 44,236 76.4 -0.2 5 ALESSANDRO BLVD FREDRICK ST TO GRAHAM ST 28,099 73.5 42,360 75.3 1.8 NO NO YES YES NO CHANGE 42,312 75.3 0.0 6 ALESSANDRO BLVD GRAHAM ST TO HEACOCK ST 24,439 72.8 40,538 74.8 2.0 NO NO YES YES NO CHANGE 40,505 74.7 -0.1 7 ALESSANDRO BLVD HEACOCK ST TO INDIAN ST 31,227 73.5 43,435 75.0 1.6 NO NO YES YES NO CHANGE 43,381 74.9 -0.1 8 ALESSANDRO BLVD INDIAN ST TO PERRIS BLVD 19,834 71.4 40,941 74.8 3.4 NO NO YES YES NO CHANGE 40,856 74.7 -0.1 9 ALESSANDRO BLVD PERRIS BLVD TO FLAMING ARROW DR 26,472 73.5 45,197 76.2 2.7 NO NO YES YES NO CHANGE 45,136 76.1 -0.1 10 ALESSANDRO BLVD FLAMING ARROW DR TO KITCHING ST 24,299 73.1 48,325 76.5 3.4 NO NO YES YES NO CHANGE 48,264 76.4 -0.1 11 ALESSANDRO BLVD KITCHING ST TO CHARA ST 12,285 69.7 46,639 75.9 6.3 NO NO YES YES NO CHANGE 46,580 75.9 0.0 12 ALESSANDRO BLVD CHARA ST TO LASSELLE ST 12,285 69.7 44,923 75.8 6.1 NO NO YES YES NO CHANGE 44,864 75.7 -0.1 13 ALESSANDRO BLVD LASSELLE ST TO DARWIN DR 6,414 66.8 44,770 75.7 8.9 NO NO YES YES NO CHANGE 44,718 75.6 -0.1 14 ALESSANDRO BLVD DARWIN DR TO MORRISON ST 6,414 66.5 44,075 75.3 8.8 NO NO YES YES NO CHANGE 44,022 75.2 -0.1 15 ALESSANDRO BLVD MORRISON ST TO COUNTRY SQUIRE DR 7,981 67.0 40,728 75.0 8.0 NO NO YES YES NO CHANGE 40,684 74.9 -0.1 16 ALESSANDRO BLVD COUNTRY SQUIRE DR TO NASON ST 7,981 67.4 32,634 74.4 7.0 NO NO YES YES NO CHANGE 32,589 74.3 -0.1 17 ALESSANDRO BLVD NASON ST TO MARIAN RD 4,456 63.3 15,841 69.8 6.6 NO YES NO YES NO CHANGE 15,791 69.7 -0.1 18 ALESSANDRO BLVD MARIAN DR TO MORENO BEACH DR 3,808 63.0 14,560 70.1 7.1 NO YES NO YES NO CHANGE 14,515 69.9 -0.2 19 ALESSANDRO BLVD MORENO BEACH DR TO WALNUT CT 2,159 57.6 6,312 65.1 7.6 YES NO NO YES NO CHANGE 6,265 64.8 -0.3 20 ALESSANDRO BLVD WALNUT CT TO REDLANDS BLVD 1,203 55.3 4,525 64.7 9.4 YES NO NO YES NO CHANGE 4,475 64.3 -0.4 21 ALESSANDRO BLVD REDLANDS TO WORLD LOGISTICS CENTER PKWY 5,146 62.6 4,432 65.4 2.8 NO NO NO NO NO CHANGE 4,382 65.1 -0.3 22 ALESSANDRO BLVD WORLD LOGISTICS CENTER PKWY TO VIRGINIA ST 1,320 59.0 11,114 72.0 13.0 YES NO NO YES NO CHANGE 10,441 70.4 -1.6 23 ALESSANDRO BLVD VIRGINIA ST TO GILMAN SPRINGS RD 1,320 58.6 6,133 67.7 9.1 YES NO NO YES NO CHANGE 5,938 66.6 -1.1 24 BOX SPRINGS ROAD WEST OF DOUGLAS CT 12,762 68.8 19,366 70.5 1.6 NO NO YES YES NO CHANGE 19,370 70.5 0.0 25 BOX SPRINGS ROAD DOUGLAS CT TO CLARK ST 12,762 68.8 19,366 70.5 1.6 NO NO YES YES NO CHANGE 19,370 70.5 0.0 26 BOX SPRINGS ROAD CLARK ST TO PINE CONE LN 12,762 67.7 19,366 69.3 1.6 NO NO YES YES NO CHANGE 19,370 69.4 0.1 27 BOX SPRINGS ROAD PINE CONE LN TO DAY ST 16,961 68.4 25,894 70.3 1.9 NO NO YES YES NO CHANGE 25,889 70.3 0.0 28 CACTUS AVE WEST OF COMMERCE CENTER DR 40,711 77.2 54,811 77.5 0.3 NO NO NO NO NO CHANGE 55,313 77.9 0.4 29 CACTUS AVE COMMERCE CENTER DR TO ELSWORTH ST 40,711 76.3 54,811 76.6 0.3 NO NO NO NO NO CHANGE 55,313 77.0 0.4 30 CACTUS AVE ELSWORTH TO NEWHOPE ST 36,353 76.7 40,076 76.4 -0.3 NO NO NO NO NO CHANGE 40,509 76.9 0.5 31 CACTUS AVE NEWHOPE ST TO FREDRICK ST 36,353 76.7 40,076 76.4 -0.3 NO NO NO NO NO CHANGE 40,509 76.9 0.5 32 CACTUS AVE FREDRICK ST TO GRAHAM ST 34,207 75.5 38,959 75.3 -0.2 NO NO NO NO NO CHANGE 39,381 75.8 0.5 33 CACTUS AVE GRAHAM ST TO GILBERT ST 36,347 75.8 45,361 76.1 0.3 NO NO NO NO NO CHANGE 45,668 76.4 0.3 34 CACTUS AVE GILBERT ST TO HEACOCK ST 9,765 71.0 41,981 75.6 4.6 NO NO YES YES NO CHANGE 42,155 75.8 0.2 35 CACTUS AVE HEACOCK ST TO UNITY CT 11,245 66.9 24,263 70.2 3.3 NO NO YES YES NO CHANGE 24,240 70.1 -0.1 36 CACTUS AVE UNITY CT TO INDIAN ST 11,245 66.9 21,952 69.6 2.7 NO NO YES YES NO CHANGE 21,908 69.4 -0.2 37 CACTUS AVE INDIAN ST TO PHILO ST 8,108 64.9 19,199 68.8 3.9 NO YES NO YES NO CHANGE 19,164 68.6 -0.2 38 CACTUS AVE PHILO ST TO PERRIS BLVD 7,157 64.3 19,399 68.8 4.5 NO YES NO YES NO CHANGE 19,372 68.7 -0.1 39 CACTUS AVE PERRIS BLVD TO AGAVE ST 8,442 63.8 16,667 67.0 3.2 NO YES NO YES NO CHANGE 16,642 66.8 -0.2 40 CACTUS AVE AGAVE ST TO KITCHING ST 7,137 62.8 14,836 66.3 3.6 NO YES NO YES NO CHANGE 14,813 66.2 -0.1 41 CACTUS AVE KITCHING ST TO REDWING DR 10,163 63.7 18,172 66.7 3.0 NO NO NO NO NO CHANGE 18,148 66.6 -0.1 42 CACTUS AVE REDWING DR TO LASSELLE ST 10,163 63.7 18,595 66.6 2.9 NO NO NO NO NO CHANGE 18,572 66.5 -0.1 43 CACTUS AVE LASSELLE ST TO NASON ST 20,154 69.9 27,183 71.5 1.6 NO NO YES YES NO CHANGE 27,133 71.4 -0.1 44 CACTUS AVE NASON ST TO WILDMILL LN 11,036 66.9 33,343 72.0 5.1 NO NO YES YES NO CHANGE 33,292 71.9 -0.1 45 CACTUS AVE WINDMILL LN TO OLIVER ST 3,738 62.5 16,011 69.6 7.2 NO YES NO YES NO CHANGE 15,961 69.5 -0.1 46 CACTUS AVE OLIVER ST TO MORENO BEACH DR 4,153 63.3 20,509 70.9 7.6 NO YES NO YES NO CHANGE 20,459 70.8 -0.1 47 CACTUS AVE MORENO BEACH DR TO QUINCY ST 4,674 63.3 21,443 70.9 7.6 NO YES NO YES NO CHANGE 21,396 70.8 -0.1 48 CACTUS AVE QUINCY ST TO JOHN F KENNEDY DR 17,954 72.8 7,493 67.9 -5.0 NO NO NO NO NO CHANGE 7,446 67.6 -0.3 49 CACTUS AVE EAST OF JOHN F KENNEDY DR 0 72.8 14,516 74.0 1.1 NO NO NO NO NO CHANGE 13,230 71.9 -2.1 50 CORPORATE CENTRE PL CANYON SPRINGS PKWY TO CAMPUS PKWY 8,549 65.4 11,357 66.9 1.5 NO NO NO NO NO CHANGE 11,359 66.9 0.0 51 CORPORATE CENTRE PL CAMPUS PKWY TO VALLEY SPRINGS PKWY 10,426 66.8 10,321 66.7 -0.1 NO NO NO NO NO CHANGE 10,323 66.7 0.0 52 COTTONWOOD AVE OLD 215 FRONTAGE RD TO EDGEMONT ST 2,472 58.0 4,432 62.4 4.3 NO NO NO NO NO CHANGE 4,432 62.4 0.0 53 COTTONWOOD AVE EDGEMONT ST TO DAY ST 713 52.3 2,172 57.3 4.9 NO NO NO NO LESS 2,172 57.3 0.0 54 COTTONWOOD AVE DAY ST TO ELSWORTH ST 2,304 57.6 2,613 58.3 0.7 NO NO NO NO NO CHANGE 2,613 58.3 0.0 55 COTTONWOOD AVE ELSWORTH ST TO PAN AM BLVD 4,089 59.7 3,730 59.3 -0.4 NO NO NO NO LESS 3,730 59.3 0.0 56 COTTONWOOD AVE PAN AM BLVD TO FREDRICK ST 4,089 59.7 6,099 61.4 1.7 NO NO NO NO NO CHANGE 6,094 61.3 -0.1 57 COTTONWOOD AVE FREDRICK ST TO DUNHILL DR 11,915 65.2 10,867 64.9 -0.3 NO NO NO NO LESS 10,866 64.9 0.0 58 COTTONWOOD AVE DUNHILL DR TO GRAHAM ST 11,915 65.2 10,400 64.6 -0.6 NO NO NO NO LESS 10,397 64.6 0.0 59 COTTONWOOD AVE GRAHAM ST TO RUNDELL DR 16,869 68.4 19,445 69.1 0.6 NO NO NO NO NO CHANGE 19,437 69.0 -0.1 60 COTTONWOOD AVE RUNDELL DR TO HEACOCK ST 16,799 68.2 18,904 68.8 0.6 NO NO NO NO NO CHANGE 18,896 68.8 0.0 61 COTTONWOOD AVE HEACOCK ST TO CHESHIRE DR 14,229 66.8 14,564 66.9 0.1 NO NO NO NO NO CHANGE 14,557 66.9 0.0 62 COTTONWOOD AVE CHESHIRE DR TO INDIAN ST 14,229 66.8 13,693 66.6 -0.2 NO NO NO NO NO CHANGE 13,685 66.6 0.0 63 COTTONWOOD AVE INDIAN ST TO SEARSON DR 13,132 66.3 13,991 66.8 0.5 NO NO NO NO NO CHANGE 13,982 66.7 -0.1 64 COTTONWOOD AVE SEARSON DR TO PERRIS BLVD 13,132 66.3 13,777 66.7 0.5 NO NO NO NO NO CHANGE 13,768 66.7 0.0 65 COTTONWOOD AVE PERRIS BLVD TO CRAPE MYRTLE DR 15,079 66.8 13,386 66.4 -0.4 NO NO NO NO NO CHANGE 13,379 66.4 0.0 66 COTTONWOOD AVE CRAPE MYRTLE DR TO KITCHING ST 11,044 66.1 15,183 67.7 1.6 NO NO YES YES MORE 15,177 67.7 0.0 67 COTTONWOOD AVE KITCHING ST TO BANEBERRY ST 12,546 66.6 16,268 68.0 1.4 NO NO NO NO NO CHANGE 16,260 67.9 -0.1 68 COTTONWOOD AVE BANEBERRY ST TO LASSELLE ST 11,933 65.8 16,198 67.4 1.6 NO NO YES YES MORE 16,191 67.3 -0.1 69 COTTONWOOD AVE LASSELLE ST TO BURNEY PASS DR 8,068 64.0 16,106 67.3 3.3 NO YES NO YES NO CHANGE 16,100 67.3 0.0 70 COTTONWOOD AVE BURNEY PASS DR TO MORRISON ST 5,246 62.2 14,329 66.8 4.7 NO YES NO YES NO CHANGE 14,327 66.8 0.0 Future Without ProjectRoadway Segment Existing
10 I I I
No.

Future
without
Project -
Existing
Existing
< 60
60 =<
Existing
=< 65
Existing
> 65 Significant Significance
Change
Future With
Project ADT
Future
with
Project
CNEL
(dBA at
Change
in CNEL
(dBA at
50 feet)
ADT dBA CNEL ADT dBA CNEL dBA CNEL
Future Without ProjectRoadway Segment Existing
71 COTTONWOOD AVE MORRISON ST TO LETTERMAN ST 5,246 62.5 13,863 67.2 4.8 NO YES NO YES MORE 13,860 67.2 0.0 72 COTTONWOOD AVE LETTERMAN ST TO NASON ST 3,746 60.8 13,535 67.8 7.0 NO YES NO YES MORE 13,533 67.8 0.0 73 COTTONWOOD AVE NASON ST TO OLIVER ST 2,241 58.8 6,381 64.0 5.2 YES NO NO YES NO CHANGE 6,377 64.0 0.0 74 COTTONWOOD AVE OLIVER ST TO MORENO BEACH DR 2,241 58.8 5,355 63.5 4.7 NO NO NO NO LESS 5,352 63.5 0.0 75 COTTONWOOD AVE MORENO BEACH DR TO REDLANDS BLVD 3,161 62.9 11,148 69.1 6.3 NO YES NO YES NO CHANGE 11,015 68.5 -0.6 76 DAY ST BOX SPRINGS RD TO SR-60 17,945 67.7 19,911 68.3 0.5 NO NO NO NO LESS 19,915 68.3 0.0 77 DAY ST SR-60 TO RAMP 27,427 70.6 28,585 70.8 0.2 NO NO NO NO LESS 28,589 70.8 0.0 78 DAY ST SR-60 RAMP TO CANYON SPRINGS PKWY 36,995 73.7 41,192 74.0 0.3 NO NO NO NO NO CHANGE 41,189 74.0 0.0 79 DAY ST CANYON SPRINGS PKWY TO CAMPUS PKWY 28,446 75.2 29,835 75.2 0.0 NO NO NO NO NO CHANGE 29,831 75.2 0.0 80 DAY ST CAMPUS PKWY TO GATEWAY DR 11,338 66.6 13,365 67.7 1.2 NO NO NO NO NO CHANGE 13,360 67.7 0.0 81 DAY ST GATEWAY DR TO EUCALYPTUS AVE 9,293 66.8 9,348 67.6 0.8 NO NO NO NO NO CHANGE 9,344 67.6 0.0 82 DAY ST EUCALYPTUS AVE TO DRACAEA AVE 6,401 62.3 6,408 63.1 0.8 NO NO NO NO NO CHANGE 6,400 63.1 0.0 83 DAY ST DRACAEA AVE TO COTTONWOOD AVE 7,075 62.7 7,444 63.6 0.9 NO NO NO NO NO CHANGE 7,436 63.5 -0.1 84 DAY ST COTTONWOOD AVE TO BRILL RD 5,574 60.0 6,296 61.7 1.7 NO NO NO NO NO CHANGE 6,289 61.6 -0.1 85 DAY ST BRILL RD TO BAY AVE 5,574 60.0 7,417 63.0 3.0 NO NO NO NO NO CHANGE 7,403 62.9 -0.1 86 DAY ST BAY AVE TO ALESSANDRO BLVD 5,574 60.0 7,352 63.0 2.9 NO NO NO NO NO CHANGE 7,338 62.8 -0.2 87 DRACAEA AVE HEACOCK ST TO INDIAN ST 818 51.5 800 51.1 -0.5 NO NO NO NO NO CHANGE 800 51.1 0.0 88 DRACAEA AVE INDIAN ST TO MORENO WAY 2,082 55.2 1,948 55.3 0.1 NO NO NO NO NO CHANGE 1,948 55.3 0.0 89 DRACAEA AVE MORENO WAY TO PERRIS BLVD 2,082 55.2 1,860 55.4 0.2 NO NO NO NO NO CHANGE 1,846 54.7 -0.7 90 DRACAEA AVE PERRIS BLVD TO PATRICIA LN 1,850 54.5 3,761 58.7 4.2 NO NO NO NO NO CHANGE 3,755 58.6 -0.1 91 DRACAEA AVE PATRICIA LN TO KITCHING ST 1,850 54.5 1,814 54.5 0.0 NO NO NO NO NO CHANGE 1,814 54.5 0.0 92 DRACAEA AVE KITCHING ST TO PEPPERBUSH DR 1,570 53.8 1,992 54.8 1.0 NO NO NO NO LESS 1,989 54.6 -0.2 93 DRACAEA AVE PEPPERBUSH DR TO LASSELLE ST 816 50.6 576 49.4 -1.1 NO NO NO NO LESS 576 49.4 0.0 94 E ALESSANDRO BLVD I-215 TO OLD 215 FRONTAGE 28,884 74.4 50,213 77.0 2.7 NO NO YES YES MORE 50,299 77.1 0.1 95 ELSWORTH ST EUCALYPTUS AVE TO DRACAEA AVE 3,525 60.8 5,914 62.6 1.9 NO NO NO NO LESS 5,906 62.5 -0.1 96 ELSWORTH ST DRACAEA AVE TO FRINGE ST 7,587 63.2 7,399 63.4 0.1 NO NO NO NO NO CHANGE 7,390 63.3 -0.1 97 ELSWORTH ST FRINGE ST TO COTTONWOOD AVE 7,587 63.1 10,895 64.5 1.4 NO NO NO NO NO CHANGE 10,881 64.4 -0.1 98 ELSWORTH ST COTTONWOOD AVE TO ELLA AVE 3,820 59.8 8,413 62.3 2.5 NO NO NO NO NO CHANGE 8,399 62.2 -0.1 99 ELSWORTH ST ELLA AVE TO BAY AVE 3,820 59.8 6,182 61.3 1.5 NO NO NO NO LESS 6,171 61.1 -0.2 100 ELSWORTH ST BAY AVE TO ALESSANDRO BLVD 3,820 59.8 6,117 61.3 1.4 NO NO NO NO LESS 6,105 61.1 -0.2 101 ELSWORTH ST ALESSANDRO BLVD TO BUSINESS CENTER DR 14,328 68.6 20,539 71.0 2.4 NO NO YES YES MORE 20,490 70.9 -0.1 102 ELSWORTH ST BUSINESS CENTER DR TO GOLDENCREST DR 6,286 65.6 11,443 67.3 1.8 NO NO YES YES NO CHANGE 11,398 67.1 -0.2 103 ELSWORTH ST GOLDENCREST DR TO CACTUS AVE 6,286 66.0 11,443 67.7 1.8 NO NO YES YES NO CHANGE 11,398 67.5 -0.2 104 EUCALYPTUS AVE TOWNGATE BLVD TO CARNABY ST 12,735 67.0 16,303 68.2 1.1 NO NO NO NO NO CHANGE 16,295 68.1 -0.1 105 EUCALYPTUS AVE CARNABY ST TO ELSWORTH ST 12,735 67.4 13,854 68.0 0.5 NO NO NO NO LESS 13,850 67.9 -0.1 106 EUCALYPTUS AVE ELSWORTH ST TO FREDERICK ST 6,757 64.5 11,923 67.0 2.5 NO NO NO NO LESS 11,915 67.0 0.0 107 EUCALYPTUS AVE FREDERICK ST TO KOCHI DR 9,346 65.1 23,988 69.7 4.6 NO NO YES YES NO CHANGE 23,913 69.5 -0.2 108 EUCALYPTUS AVE KOCHI DR TO GRAHAM ST 11,132 65.8 20,903 69.2 3.4 NO NO YES YES NO CHANGE 20,828 68.9 -0.3 109 EUCALYPTUS AVE GRAHAM ST TO SUNBIRD DR 13,975 67.5 22,360 69.6 2.0 NO NO YES YES MORE 22,353 69.6 0.0 110 EUCALYPTUS AVE SUNBIRD DR TO RUNNING DEER RD 5,172 62.6 22,360 69.6 6.9 NO YES NO YES NO CHANGE 22,353 69.5 -0.1 111 EUCALYPTUS AVE RUNNING DEER RD TO HEACOCK ST 5,172 62.6 17,234 68.1 5.5 NO YES NO YES NO CHANGE 17,226 68.1 0.0 112 EUCALYPTUS AVE HEACOCK ST TO LIBERTY LN 7,561 62.6 16,981 66.3 3.8 NO YES NO YES MORE 16,975 66.3 0.0 113 EUCALYPTUS AVE LIBERTY LN TO INDIAN ST 7,561 62.6 15,254 65.9 3.3 NO YES NO YES NO CHANGE 15,248 65.8 -0.1 114 EUCALYPTUS AVE INDIAN ST TO PERRIS BLVD 4,375 60.0 13,193 65.1 5.1 YES NO NO YES NO CHANGE 13,199 65.1 0.0 115 EUCALYPTUS AVE PERRIS BLVD TO FOREMAN AVE 5,015 60.7 17,314 66.4 5.7 NO YES NO YES NO CHANGE 17,291 66.3 -0.1 116 EUCALYPTUS AVE FOREMAN AVE TO KITCHING ST 173 49.2 15,884 66.2 17.1 YES NO NO YES NO CHANGE 15,871 66.2 0.0 117 EUCALYPTUS AVE KITCHING ST TO RAENETTE WAY 5,513 61.5 19,398 67.2 5.8 NO YES NO YES NO CHANGE 19,385 67.2 0.0 118 EUCALYPTUS AVE RAENETTE WAY TO LASSELLE ST 4,611 60.7 18,817 67.1 6.5 NO YES NO YES NO CHANGE 18,807 67.1 0.0 119 EUCALYPTUS AVE LASSELLE ST TO BARBAZON DR 7,020 62.7 11,757 65.1 2.4 NO NO NO NO NO CHANGE 11,736 64.9 -0.2 120 EUCALYPTUS AVE BARBAZON DR TO MORRISON ST 3,616 59.7 8,686 63.8 4.1 NO NO NO NO LESS 8,686 63.8 0.0 121 EUCALYPTUS AVE MORRISON ST TO CHEYENNE ST 9,512 64.4 11,180 65.2 0.8 NO NO NO NO NO CHANGE 11,179 65.2 0.0 122 EUCALYPTUS AVE CHEYENNE ST TO NASON ST 28 38.6 12,014 65.5 26.9 YES NO NO YES NO CHANGE 12,013 65.5 0.0 123 EUCALYPTUS AVE NASON ST TO SUMMERWINDS DR 9,387 62.5 10,062 62.3 -0.2 NO NO NO NO NO CHANGE 10,062 62.3 0.0 124 EUCALYPTUS AVE SUMMERWINDS DR TO FIR AVE 6,248 60.7 5,766 60.3 -0.4 NO NO NO NO NO CHANGE 5,766 60.3 0.0 125 EUCALYPTUS AVE FIR AVE TO FELDSPAR AVE 9,829 64.1 8,967 63.4 -0.6 NO NO NO NO NO CHANGE 8,967 63.4 0.0 126 EUCALYPTUS AVE FELDSPAR AVE TO MORENO BEACH PLAZA RD 9,829 64.0 4,887 61.2 -2.8 NO NO NO NO NO CHANGE 4,887 61.2 0.0 127 EUCALYPTUS AVE MORENO BEACH PLAZA RD TO AUTO MALL PKWY 9,829 64.0 6,819 62.8 -1.2 NO NO NO NO NO CHANGE 6,813 62.7 -0.1 128 EUCALYPTUS AVE AUTO MALL PKWY TO AUTO MALL DR 126 47.9 104 47.0 -0.9 NO NO NO NO LESS 104 47.0 0.0 129 EUCALYPTUS AVE AUTO MALL DR TO B ST 9,890 67.4 104 47.0 -20.4 NO NO NO NO NO CHANGE 104 47.0 0.0 130 EUCALYPTUS AVE B ST TO REDLANDS BLVD 11,994 66.0 1,978 61.6 -4.4 NO NO NO NO LESS 1,978 61.6 0.0 131 EUCALYPTUS AVE REDLANDS BLVD TO WORLD LOGISTICS CIR PKWY 2,419 64.7 1,954 65.0 0.3 NO NO NO NO LESS 1,952 65.0 0.0 132 FREDERICK ST SUNNYMEAD BLVD TO CENTERPOINT DR 28,619 72.3 31,422 73.2 0.9 NO NO NO NO NO CHANGE 31,289 72.9 -0.3 133 FREDERICK ST CENTERPOINT DR TO BRABHAM ST 21,457 70.1 18,778 69.7 -0.4 NO NO NO NO NO CHANGE 18,566 68.8 -0.9 134 FREDERICK ST BRABHAM ST TO TOWNGATE BLVD 21,457 70.1 18,778 69.7 -0.4 NO NO NO NO NO CHANGE 18,566 68.8 -0.9 135 FREDERICK ST TOWNGATE BLVD TO EUCALYPTUS AVE 21,645 69.0 24,916 69.5 0.6 NO NO NO NO NO CHANGE 24,721 68.9 -0.6 136 FREDERICK ST EUCALYPTUS AVE TO DRACAEA AVE 19,438 68.8 16,335 67.8 -1.0 NO NO NO NO NO CHANGE 16,220 67.3 -0.5 137 FREDERICK ST DRACAEA AVE TO COTTONWOD AVE 19,080 68.6 15,817 67.6 -1.0 NO NO NO NO NO CHANGE 15,704 67.1 -0.5 138 FREDERICK ST COTTONWOOD AVE TO BAY AVE 13,089 67.7 9,174 66.0 -1.6 NO NO NO NO NO CHANGE 9,066 65.3 -0.7 139 FREDERICK ST BAY AVE TO ALESSANDRO BLVD 13,089 67.4 11,066 66.4 -1.1 NO NO NO NO NO CHANGE 10,958 65.7 -0.7 140 FREDERICK ST ALESSANDRO BLVD TO BRODIAEA AVE 2,317 60.0 4,227 64.5 4.5 NO YES NO YES NO CHANGE 4,247 64.7 0.2 141 FREDERICK ST BRODIAEA AVE TO CACTUS AVE 2,495 61.5 3,325 59.9 -1.6 NO NO NO NO LESS 3,325 59.9 0.0 11 I I I
No.

Future
without
Project -
Existing
Existing
< 60
60 =<
Existing
=< 65
Existing
> 65 Significant Significance
Change
Future With
Project ADT
Future
with
Project
CNEL
(dBA at
Change
in CNEL
(dBA at
50 feet)
ADT dBA CNEL ADT dBA CNEL dBA CNEL
Future Without ProjectRoadway Segment Existing
142 GATEWAY DR DAY ST TO MEMORIAL WAY 11,284 65.8 14,373 67.0 1.2 NO NO NO NO NO CHANGE 14,454 67.4 0.4 143 GENTIAN AVE HEACOCK ST TO CANYONSTONE DR 7,278 63.9 10,719 67.6 3.7 NO YES NO YES MORE 10,927 68.4 0.8 144 GENTIAN AVE CANYONSTONE DR TO INDIAN ST 557 55.5 7,113 67.2 11.7 YES NO NO YES NO CHANGE 7,305 68.1 0.9 145 GENTIAN AVE PERRIS BLVD TO PATRICIA ST 1,647 57.4 9,918 65.8 8.4 YES NO NO YES NO CHANGE 9,908 65.7 -0.1 146 GENTIAN AVE PATRICIA LN TO KITCHING ST 1,647 57.4 11,158 65.5 8.1 YES NO NO YES NO CHANGE 11,148 65.4 -0.1 147 GENTIAN AVE KITCHING ST TO CASA GRARDE ST 10,187 66.1 19,402 69.0 2.9 NO NO YES YES NO CHANGE 19,392 68.9 -0.1 148 GENTIAN AVE CASA GRARDE ST TO LASSELLE ST 7,365 64.0 10,911 66.1 2.1 NO NO NO NO LESS 10,901 66.0 -0.1 149 GILMAN SPRINGS RD SR-60 TO EUCALYPTUS AVE 9,732 69.7 28,876 78.3 8.6 NO NO YES YES NO CHANGE 29,800 78.8 0.5 150 GILMAN SPRINGS RD EUCALYPTUS AVE TO ALESSANDRO BLVD 9,732 69.7 29,595 78.5 8.8 NO NO YES YES MORE 30,532 79.0 0.5 151 GILMAN SPRINGS RD SOUTH OF ALESSANDRO BLVD 9,732 68.7 21,541 72.9 4.1 NO NO YES YES NO CHANGE 22,217 73.9 1.0 152 GRAHAM ST SUNNYMEAD BLVD TO OLD VALLEY DR 9,732 67.1 25,830 70.8 3.8 NO NO YES YES NO CHANGE 25,709 70.5 -0.3 153 GRAHAM ST OLD VALLEY DR TO EUCALYPTUS AVE 12,458 67.7 27,781 71.0 3.4 NO NO YES YES NO CHANGE 27,661 70.8 -0.2 154 GRAHAM ST EUCALYPTUS AVE TO DRACAEA AVE 13,555 67.7 29,192 71.4 3.7 NO NO YES YES NO CHANGE 28,999 71.0 -0.4 155 GRAHAM ST DRACAEA AVE TO SUNLINE DR 1,704 57.6 29,133 71.4 13.8 YES NO NO YES NO CHANGE 28,940 71.0 -0.4 156 GRAHAM ST SUNLINE DR TO COTTONWOOD AVE 12,027 67.2 27,766 71.2 4.0 NO NO YES YES NO CHANGE 27,575 70.8 -0.4 157 GRAHAM ST COTTONWOOD AVE TO BAY AVE 6,726 64.7 22,726 70.4 5.7 NO YES NO YES NO CHANGE 22,528 69.8 -0.6 158 GRAHAM ST BAY AVE TO ALESSANDRO BLVD 6,726 64.7 27,237 71.1 6.4 NO YES NO YES NO CHANGE 27,039 70.6 -0.5 159 GRAHAM ST ALESSANDRO BLVD TO BRODIAEA AVE 6,726 64.7 22,388 71.1 6.5 NO YES NO YES MORE 22,203 70.7 -0.4 160 GRAHAM ST BRODIAEA AVE TO CACTUS AVE 1,373 58.5 20,071 70.3 11.8 YES NO NO YES NO CHANGE 19,936 69.9 -0.4 161 HEACOCK ST PERRIS BLVD TO SUNNYMEAD RANCH PKWY 5,440 65.7 7,859 67.1 1.4 NO NO NO NO LESS 7,858 67.1 0.0 162 HEACOCK ST SUNNYMEAD RANCH PKWY TO MANZANITA AVE 13,466 67.5 16,142 68.3 0.9 NO NO NO NO NO CHANGE 16,132 68.3 0.0 163 HEACOCK ST MANZANITA AVE TO BADGER SPRINGS TRAIL 16,009 68.1 15,628 68.2 0.1 NO NO NO NO LESS 15,618 68.1 -0.1 164 HEACOCK ST BADGER SPRINGS TRAIL TO SANDBOW ST 16,009 68.1 18,846 68.9 0.8 NO NO NO NO LESS 18,836 68.8 -0.1 165 HEACOCK ST SANDBOW ST TO GREGORY LN 21,142 69.2 23,817 69.8 0.6 NO NO NO NO NO CHANGE 23,806 69.8 0.0 166 HEACOCK ST GREGORY LN TO KERNWOOD DR 21,142 69.2 23,817 69.8 0.6 NO NO NO NO NO CHANGE 23,806 69.8 0.0 167 HEACOCK ST KERNWOOD DR TO IRONWOOD AVE 20,731 69.2 23,675 69.8 0.6 NO NO NO NO NO CHANGE 23,664 69.8 0.0 168 HEACOCK ST IRONWOOD AVE TO HEMLOCK AVE 19,386 66.1 19,930 66.3 0.2 NO NO NO NO NO CHANGE 19,907 66.2 -0.1 169 HEACOCK ST HEMLOCK AVE TO SUNNYMEAD BLVD 25,547 68.0 25,000 68.5 0.5 NO NO NO NO NO CHANGE 24,887 68.2 -0.3 170 HEACOCK ST SUNNYMEAD BLVD TO WEBSTER AVE 25,547 68.1 19,380 67.1 -1.0 NO NO NO NO NO CHANGE 19,275 66.7 -0.4 171 HEACOCK ST WEBSTER AVE TO FIR AVE 17,624 67.0 14,620 66.0 -1.0 NO NO NO NO NO CHANGE 14,516 65.5 -0.5 172 HEACOCK ST FIR AVE TO MYERS AVE 17,624 67.0 10,783 65.1 -1.9 NO NO NO NO NO CHANGE 10,679 64.4 -0.7 173 HEACOCK ST MYERS AVE TO EUCALYPTUS AVE 13,944 66.3 10,783 65.1 -1.2 NO NO NO NO LESS 10,679 64.4 -0.7 174 HEACOCK ST EUCALYPTUS AVE TO DRACAEA AVE 21,634 68.9 19,591 68.4 -0.6 NO NO NO NO NO CHANGE 19,485 68.0 -0.4 175 HEACOCK ST DRACAEA AVE TO FAWN ST 18,263 68.4 19,134 68.3 -0.1 NO NO NO NO NO CHANGE 19,027 67.9 -0.4 176 HEACOCK ST FAWN ST TO COTTONWOOD AVE 18,263 68.4 17,016 67.9 -0.5 NO NO NO NO NO CHANGE 16,914 67.5 -0.4 177 HEACOCK ST COTTONWOOD AVE TO ALESSANDRO BLVD 22,588 69.3 16,890 67.9 -1.4 NO NO NO NO LESS 16,786 67.5 -0.4 178 HEACOCK ST ALESSANDRO BLVD TO CACTUS AVE 17,064 68.9 15,470 68.2 -0.7 NO NO NO NO LESS 15,382 67.8 -0.4 179 HEACOCK ST CACTUS AVE TO DELPHINIUM AVE 33,116 75.2 31,235 74.6 -0.6 NO NO NO NO NO CHANGE 31,414 74.8 0.2 180 HEACOCK ST DELPHINIUM AVE TO JOHN F KENNEDY DR 29,750 75.0 29,231 74.4 -0.6 NO NO NO NO NO CHANGE 29,407 74.7 0.3 181 HEACOCK ST JOHN F KENNEDY DR TO GENTIAN AVE 18,993 74.1 24,676 74.1 0.0 NO NO NO NO NO CHANGE 24,865 74.4 0.3 182 HEACOCK ST GENTIAN AVE TO IRIS AVE 14,476 73.8 27,216 74.0 0.2 NO NO NO NO NO CHANGE 27,197 74.0 0.0 183 HEACOCK ST IRIS AVE TO SAN MICHELE RD 11,763 72.5 31,209 74.2 1.7 NO NO YES YES NO CHANGE 31,121 74.1 -0.1 184 HEACOCK ST SAN MICHELE RD TO NANDINA AVE 7,612 69.9 21,824 71.6 1.7 NO NO YES YES MORE 21,757 71.5 -0.1 185 HEACOCK ST NANDINA AVE TO HARLEY KNOX BLVD 7,612 70.1 30,056 74.5 4.3 NO NO YES YES MORE 30,221 74.6 0.1 186 HEMLOCK AVE PIGEON PASS RD TO GRAHAM ST 11,684 64.8 7,519 63.8 -1.0 NO NO NO NO NO CHANGE 7,554 64.1 0.3 187 HEMLOCK AVE GRAHAM ST TO HEACOCK ST 9,378 62.9 10,805 63.9 0.9 NO NO NO NO NO CHANGE 10,828 64.0 0.1 188 HEMLOCK AVE HEACOCK ST TO INDIAN ST 2,536 58.0 3,482 60.5 2.6 NO NO NO NO NO CHANGE 3,484 60.6 0.1 189 HEMLOCK AVE INDIAN ST TO PERRIS BLVD 4,812 58.7 3,903 58.4 -0.3 NO NO NO NO NO CHANGE 3,903 58.4 0.0 190 HIDDEN SPRINGS DR PIGEON PASS RD TO COUNTRY CREST DR 61 38.9 68 39.4 0.5 NO NO NO NO LESS 68 39.4 0.0 191 HIDDEN SPRINGS DR COUNTRY CREST DR TO MOUNTAIN VIEW RD 4,013 57.7 4,180 57.9 0.2 NO NO NO NO LESS 4,180 57.9 0.0 192 HIDDEN SPRINGS DR MOUNTAIN VIEW RD TO PIGEON PASS RD 3,938 57.6 4,053 57.8 0.2 NO NO NO NO LESS 4,053 57.8 0.0 193 HIGHLAND BLVD REDLANDS BLVD TO JUNIPER AVE 218 52.2 2,971 68.4 16.2 YES NO NO YES NO CHANGE 2,967 68.4 0.0 194 HIGHLAND BLVD JUNIPER AVE TO IRONWOOD AVE 117 49.8 2,916 68.5 18.7 YES NO NO YES NO CHANGE 2,912 68.5 0.0 195 INDIAN ST MANZANITA AVE TO IRONWOOD AVE 4,718 61.1 5,279 61.5 0.4 NO NO NO NO NO CHANGE 5,279 61.5 0.0 196 INDIAN ST IRONWOOD AVE TO SR-60 4,685 58.8 5,142 59.1 0.4 NO NO NO NO NO CHANGE 5,142 59.1 0.0 197 INDIAN ST SR-60 TO SUNNYMEAD BLVD 7,065 61.4 9,660 63.3 1.9 NO NO NO NO NO CHANGE 9,651 63.2 -0.1 198 INDIAN ST SUNNYMEAD BLVD TO FIR AVE 7,111 61.2 9,428 63.0 1.8 NO NO NO NO NO CHANGE 9,420 63.0 0.0 199 INDIAN ST FIR AVE TO MYERS AVE 5,683 60.6 8,319 62.7 2.1 NO NO NO NO NO CHANGE 8,309 62.6 -0.1 200 INDIAN ST MYERS AVE TO EUCALYPTUS AVE 5,683 60.6 8,319 62.7 2.1 NO NO NO NO NO CHANGE 8,309 62.6 -0.1 201 INDIAN ST EUCALYPTUS AVE TO ATWOOD AVE 7,312 61.4 8,317 62.7 1.2 NO NO NO NO NO CHANGE 8,308 62.6 -0.1 202 INDIAN ST ATWOOD AVE TO DRACAEA AVE 7,312 61.4 8,317 62.7 1.2 NO NO NO NO NO CHANGE 8,308 62.6 -0.1 203 INDIAN ST DRACAEA AVE TO COTTONWOOD AVE 7,215 61.4 7,284 62.2 0.7 NO NO NO NO LESS 7,276 62.1 -0.1 204 INDIAN ST COTTONWOOD AVE TO BAY AVE 8,255 64.4 7,240 64.3 -0.1 NO NO NO NO LESS 7,230 64.2 -0.1 205 INDIAN ST BAY AVE TO ALESSANDRO BLVD 10,189 65.1 12,227 66.3 1.2 NO NO NO NO LESS 12,218 66.3 0.0 206 INDIAN ST ALESSANDRO BLVD TO BRODIAEA AVE 23,823 70.6 28,086 71.3 0.7 NO NO NO NO NO CHANGE 28,033 71.2 -0.1 207 INDIAN ST BRODIAEA AVE TO CACTUS AVE 19,018 69.8 23,593 70.7 0.9 NO NO NO NO NO CHANGE 23,550 70.6 -0.1 208 INDIAN ST CACTUS AVE TO DELPHINIUM AVE 19,060 70.1 22,585 70.7 0.7 NO NO NO NO NO CHANGE 22,552 70.6 -0.1 209 INDIAN ST DELPHINIUM AVE TO JOHN F KENNEDY DR 20,550 70.2 24,059 70.9 0.6 NO NO NO NO NO CHANGE 24,027 70.8 -0.1 210 INDIAN ST JOHN F KENNEDY DR TO GENTIAN AVE 9,418 68.9 12,622 69.6 0.7 NO NO NO NO LESS 12,603 69.6 0.0 211 INDIAN ST GENTIAN AVE TO IRIS AVE 6,982 68.5 14,735 71.2 2.7 NO NO YES YES NO CHANGE 14,901 71.6 0.4 212 INDIAN ST IRIS AVE TO KRAMERIA AVE 3,174 63.7 15,045 73.2 9.5 NO YES NO YES NO CHANGE 15,046 73.2 0.0 12 I I I
No.

Future
without
Project -
Existing
Existing
< 60
60 =<
Existing
=< 65
Existing
> 65 Significant Significance
Change
Future With
Project ADT
Future
with
Project
CNEL
(dBA at
Change
in CNEL
(dBA at
50 feet)
ADT dBA CNEL ADT dBA CNEL dBA CNEL
Future Without ProjectRoadway Segment Existing
213 INDIAN ST SOUTH OF KRAMERIA AVE 1,464 62.2 14,148 72.4 10.2 NO YES NO YES NO CHANGE 14,253 72.6 0.2 214 INDIAN ST NORTH OF SAN MICHELE RD 4,450 67.2 15,827 71.6 4.4 NO NO YES YES NO CHANGE 16,058 71.9 0.3 215 INDIAN ST SAN MICHELE RD TO NANDINA AVE 6,313 69.9 30,218 75.9 6.0 NO NO YES YES NO CHANGE 30,142 75.8 -0.1 216 INDIAN ST NANDINA AVE TO GROVE VIEW RD 10,930 71.8 22,195 73.7 2.0 NO NO YES YES MORE 22,182 73.7 0.0 217 INDIAN ST GROVE VIEW RD TO E OLEANDER AVE 10,930 71.8 25,551 75.5 3.8 NO NO YES YES MORE 25,703 75.7 0.2 218 IRIS AVE HEACOCK ST TO INDIAN ST 2,514 68.5 12,559 69.7 1.2 NO NO NO NO NO CHANGE 12,486 69.5 -0.2 219 IRIS AVE INDIAN ST TO EMMA LN 3,345 63.3 10,665 69.3 6.0 NO YES NO YES NO CHANGE 10,371 68.3 -1.0 220 IRIS AVE EMM A LN TO PERRIS BLVD 3,345 63.7 10,665 69.8 6.0 NO YES NO YES NO CHANGE 10,371 68.7 -1.1 221 IRIS AVE PERRIS BLVD TO KITCHING ST 18,723 72.4 28,968 74.8 2.4 NO NO YES YES NO CHANGE 27,399 72.4 -2.4 222 IRIS AVE KITCHING ST TO LASSELLE ST 19,094 73.3 35,690 76.8 3.4 NO NO YES YES NO CHANGE 34,126 75.2 -1.6 223 IRIS AVE LASSELLE ST TO MESA VERDE DR 34,844 74.9 57,447 77.8 2.9 NO NO YES YES NO CHANGE 55,816 76.6 -1.2 224 IRIS AVE MESA VERDE DR TO NASON ST 30,595 74.5 52,979 77.6 3.2 NO NO YES YES NO CHANGE 51,348 76.3 -1.3 225 IRIS AVE NASON ST TO TURNBERRY ST 22,944 73.4 44,009 77.1 3.8 NO NO YES YES NO CHANGE 42,388 75.7 -1.4 226 IRIS AVE TURNBERRY ST TO OLIVER ST 22,944 74.0 34,507 77.2 3.2 NO NO YES YES MORE 32,886 75.5 -1.7 227 IRIS AVE OLIVER ST TO VIA DEL LAGO 14,484 72.7 27,721 76.7 4.0 NO NO YES YES MORE 26,102 74.8 -1.9 228 IRONWOOD AVE DAY ST TO ATHENS DR 13,777 67.1 19,660 68.5 1.4 NO NO NO NO NO CHANGE 19,662 68.5 0.0 229 IRONWOOD AVE ATHENS DR TO HERITAGE DR 13,777 67.5 17,846 68.4 0.9 NO NO NO NO NO CHANGE 17,846 68.4 0.0 230 IRONWOOD AVE HERITAGE DR TO PIGEON PASS RD 8,451 64.8 14,458 67.2 2.5 NO NO NO NO LESS 14,452 67.2 0.0 231 IRONWOOD AVE PIGEON PASS RD TO DREAM ST 16,679 67.9 19,954 68.7 0.8 NO NO NO NO NO CHANGE 19,966 68.7 0.0 232 IRONWOOD AVE DREAM ST TO GRAHAM ST 16,679 67.9 19,485 68.6 0.6 NO NO NO NO NO CHANGE 19,496 68.6 0.0 233 IRONWOOD AVE GRAHAM ST TO HEACOCK ST 11,342 66.2 17,451 68.1 1.9 NO NO YES YES MORE 17,453 68.1 0.0 234 IRONWOOD AVE HEACOCK ST TO DAVIS ST 8,605 63.3 11,728 64.8 1.6 NO NO NO NO NO CHANGE 11,729 64.8 0.0 235 IRONWOOD AVE DAVIS ST TO INDIAN ST 8,503 63.3 11,389 64.5 1.3 NO NO NO NO NO CHANGE 11,389 64.5 0.0 236 IRONWOOD AVE INDIAN ST TO HARCLARE DR 6,229 61.7 10,070 64.0 2.2 NO NO NO NO LESS 10,069 64.0 0.0 237 IRONWOOD AVE HARCLARE DR TO PERRIS BLVD 6,229 61.7 10,720 64.3 2.6 NO NO NO NO LESS 10,719 64.3 0.0 238 IRONWOOD AVE PERRIS BLVD TO FRANKLIN ST 10,642 66.0 13,840 66.9 0.9 NO NO NO NO LESS 13,841 66.9 0.0 239 IRONWOOD AVE FRANKLIN ST TO KITCHING ST 463 52.4 16,221 67.6 15.2 YES NO NO YES NO CHANGE 16,222 67.6 0.0 240 IRONWOOD AVE KITCHING ST TO TUSCOLA ST 10,606 65.9 16,221 67.6 1.7 NO NO YES YES MORE 16,222 67.6 0.0 241 IRONWOOD AVE TUSCOLA ST TO CHAMPLAIN ST 10,606 65.9 16,221 67.6 1.7 NO NO YES YES MORE 16,222 67.6 0.0 242 IRONWOOD AVE CHAMPLAIN ST TO LASSELLE ST 6,379 64.8 9,379 65.2 0.4 NO NO NO NO NO CHANGE 9,380 65.2 0.0 243 IRONWOOD AVE LASSELLE ST TO STEEPLECHASE DR 10,231 65.7 9,379 65.3 -0.5 NO NO NO NO LESS 9,380 65.3 0.0 244 IRONWOOD AVE STEEPLECHASE DR TO NASON ST 5,744 62.3 11,121 65.3 3.0 NO YES NO YES NO CHANGE 11,122 65.3 0.0 245 IRONWOOD AVE NASON ST TO MORENO BEACH DR 794 59.2 10,570 67.8 8.6 YES NO NO YES MORE 10,570 67.8 0.0 246 IRONWOOD AVE MORENO BEACH DR TO REDLANDS BLVD 9,915 68.1 10,294 68.0 -0.1 NO NO NO NO NO CHANGE 10,294 68.0 0.0 247 IRONWOOD AVE REDLANDS BLVD TO HIGHLAND BLVD 364 53.8 1,267 59.3 5.5 YES NO NO YES NO CHANGE 1,267 59.3 0.0 248 JOHN F KENNEDY DR HEACOCK TO INDIAN ST 14,803 69.0 19,993 69.5 0.5 NO NO NO NO NO CHANGE 19,964 69.4 -0.1 249 JOHN F KENNEDY DR INDIAN ST TO PERRIS BLVD 25,267 70.1 24,981 70.0 0.0 NO NO NO NO NO CHANGE 24,938 69.9 -0.1 250 JOHN F KENNEDY DR PERRIS BLVD TO KITCHING ST 16,213 68.1 15,567 68.0 -0.1 NO NO NO NO NO CHANGE 15,539 67.9 -0.1 251 JOHN F KENNEDY DR KITCHING ST TO LASSELLE ST 12,428 66.6 8,904 65.1 -1.5 NO NO NO NO NO CHANGE 8,875 64.8 -0.3 252 KITCHING ST SR-60 TO FIR AVE 9,483 63.3 11,316 64.1 0.8 NO NO NO NO NO CHANGE 11,312 64.1 0.0 253 KITCHING ST FIR AVE TO EUCALYPTUS AVE 7,409 62.1 10,413 63.7 1.6 NO NO NO NO NO CHANGE 10,411 63.6 -0.1 254 KITCHING ST EUCALYPTUS AVE TO DRACAEA AVE 7,017 62.2 8,424 62.9 0.8 NO NO NO NO NO CHANGE 8,419 62.9 0.0 255 KITCHING ST DRACAEA AVE TO COTTONWOOD AVE 7,235 62.3 8,848 63.1 0.8 NO NO NO NO NO CHANGE 8,844 63.0 -0.1 256 KITCHING ST COTTONWOOD AVE TO BAY AVE 7,175 62.5 10,708 64.1 1.6 NO NO NO NO LESS 10,703 64.1 0.0 257 KITCHING ST BAY AVE TO ALESSANDRO BLVD 7,119 62.6 8,948 63.2 0.7 NO NO NO NO LESS 8,942 63.2 0.0 258 KITCHING ST ALESSANDRO BLVD TO BRODIAEA AVE 12,958 65.6 22,404 68.7 3.1 NO NO YES YES NO CHANGE 22,400 68.7 0.0 259 KITCHING ST BRODIAEA AVE TO CACTUS AVE 10,330 64.0 19,697 67.7 3.6 NO YES NO YES NO CHANGE 19,693 67.7 0.0 260 KITCHING ST CACTUS AVE TO DELPHINIUM AVE 10,259 65.1 23,400 69.3 4.3 NO NO YES YES NO CHANGE 23,397 69.3 0.0 261 KITCHING ST DELPHINIUM AVE TO JOHN F KENNEDY DR 10,259 65.1 24,208 69.5 4.4 NO NO YES YES NO CHANGE 24,203 69.5 0.0 262 KITCHING ST JOHN F KENNEDY DR TO GENTIAN AVE 14,481 68.2 23,601 70.4 2.2 NO NO YES YES NO CHANGE 23,596 70.4 0.0 263 KITCHING ST GENTIAN AVE TO IRIS AVE 5,826 65.2 16,140 69.3 4.2 NO NO YES YES MORE 16,135 69.3 0.0 264 KITCHING ST SOUTH OF IRIS AVE 11,102 67.5 27,830 73.0 5.6 NO NO YES YES MORE 27,830 73.0 0.0 265 KRAMERIA AVE INDIAN ST TO TARANO LN 3,486 60.3 5,080 65.2 4.9 NO YES NO YES NO CHANGE 5,023 64.8 -0.4 266 KRAMERIA AVE TARANO LN TO PERRIS BLVD 3,486 60.4 7,881 68.0 7.7 NO YES NO YES NO CHANGE 7,674 67.1 -0.9 267 KRAMERIA AVE PERRIS BLVD TO SADDLEBROOK LN 11,503 67.2 25,025 71.9 4.8 NO NO YES YES MORE 25,011 71.9 0.0 268 KRAMERIA AVE SADDLEBROOK LN TO KITCHING ST 10,522 66.6 24,967 71.9 5.3 NO NO YES YES MORE 24,953 71.8 -0.1 269 KRAMERIA AVE KITCHING ST TO LASSELLE ST 5,882 63.7 12,311 66.5 2.8 NO NO NO NO NO CHANGE 12,297 66.4 -0.1 270 LAKE VISTA RD SUNNYMEAD RANCH PKWY TO LAKE SUMMIT DR 2,067 55.1 3,576 57.3 2.2 NO NO NO NO LESS 3,574 57.3 0.0 271 LASSELLE ST FIR AVE TO EUCALYPTUS AVE 2,432 58.3 2,452 58.4 0.1 NO NO NO NO LESS 2,449 58.3 -0.1 272 LASSELLE ST EUCALYPTUS AVE TO DRACAEA AVE 4,959 62.5 16,811 68.0 5.4 NO YES NO YES NO CHANGE 16,797 67.9 -0.1 273 LASSELLE ST DRAVAEA AVE TO COTTONWOOD AVE 5,096 62.6 16,772 67.9 5.3 NO YES NO YES NO CHANGE 16,758 67.9 0.0 274 LASSELLE ST COTTONWOOD AVE TO BAY AVE 10,110 65.3 19,711 68.3 3.0 NO NO YES YES NO CHANGE 19,691 68.2 -0.1 275 LASSELLE ST BAY AVE TO ALESSANDRO BLVD 10,110 65.3 20,524 68.4 3.1 NO NO YES YES NO CHANGE 20,504 68.4 0.0 276 LASSELLE ST ALESSANDRO BLVD TO BRODIAEA AVE 16,672 68.3 19,368 69.1 0.8 NO NO NO NO LESS 19,333 69.0 -0.1 277 LASSELLE ST BRODIAEA AVE TO CACTUS AVE 15,702 68.0 23,110 69.9 1.8 NO NO YES YES NO CHANGE 23,075 69.8 -0.1 278 LASSELLE ST CACTUS AVE TO JOHN F KENNEDY DR 15,916 68.2 22,994 70.1 1.9 NO NO YES YES NO CHANGE 22,932 69.9 -0.2 279 LASSELLE ST JOHN F KENNEDY DR TO MARGARET AVE 20,375 69.9 25,562 71.1 1.2 NO NO NO NO LESS 25,528 71.0 -0.1 280 LASSELLE ST MARGARET AVE TO GENTIAN AVE 20,375 69.9 20,248 70.1 0.2 NO NO NO NO LESS 20,214 70.0 -0.1 281 LASSELLE ST GENTIAN AVE TO IRIS AVE 27,740 71.3 30,286 71.9 0.6 NO NO NO NO NO CHANGE 30,241 71.8 -0.1 282 LASSELLE ST IRIS AVE TO KRAMERIA AVE 30,266 71.6 39,056 72.9 1.3 NO NO NO NO NO CHANGE 38,946 72.7 -0.2 283 LASSELLE ST KRAMERIA AVE TO VIA XAVIER 28,930 71.3 39,152 72.8 1.4 NO NO NO NO NO CHANGE 39,069 72.6 -0.2 13 I I I
No.

Future
without
Project -
Existing
Existing
< 60
60 =<
Existing
=< 65
Existing
> 65 Significant Significance
Change
Future With
Project ADT
Future
with
Project
CNEL
(dBA at
Change
in CNEL
(dBA at
50 feet)
ADT dBA CNEL ADT dBA CNEL dBA CNEL
Future Without ProjectRoadway Segment Existing
284 LASSELLE ST VIA XAVIER TO CREMELLO WAY 20,838 69.9 32,117 71.9 2.0 NO NO YES YES MORE 32,034 71.7 -0.2 285 LASSELLE ST CREMELLO WAY TO E OLEANDER AVE 23,671 67.9 35,058 69.7 1.9 NO NO YES YES MORE 34,981 69.5 -0.2 286 LOCUST AVE WEST OF MORENO BEACH DR 1,956 56.9 2,885 60.3 3.4 NO NO NO NO NO CHANGE 2,885 60.3 0.0 287 LOCUST AVE MORENO BEACH DR TO CARRIE LN 1,956 58.3 1,754 59.6 1.2 NO NO NO NO NO CHANGE 1,754 59.6 0.0 288 LOCUST AVE CARRIE LN TO QUINCY ST 1,161 55.8 1,754 59.4 3.6 NO NO NO NO NO CHANGE 1,754 59.4 0.0 289 LOCUST AVE QUINCY ST TO REDLANDS BLVD 1,161 55.8 1,553 59.2 3.4 NO NO NO NO NO CHANGE 1,553 59.2 0.0 290 MANZANITA AVE HEACOCK ST TO DAVIS ST 702 53.6 759 54.3 0.6 NO NO NO NO NO CHANGE 759 54.3 0.0 291 MANZANITA AVE DAVIS ST TO INDIAN ST 702 53.6 759 54.3 0.6 NO NO NO NO LESS 759 54.3 0.0 292 MANZANITA AVE INDIAN ST TO PERRIS BLVD 1,267 57.1 680 54.6 -2.5 NO NO NO NO LESS 680 54.6 0.0 293 MEMORIAL WAY TOWN CIR TO GATEWAY DR 15,797 69.2 17,350 69.9 0.7 NO NO NO NO NO CHANGE 17,422 70.1 0.2 294 MEMORIAL WAY GATEWAY DR TO EUCALYPTUS AVE 17,841 69.3 21,368 70.3 0.9 NO NO NO NO NO CHANGE 21,355 70.2 -0.1 295 MORENO BEACH DR LOCUST AVE TO JUNIPER AVE 2,741 59.3 3,362 60.0 0.7 NO NO NO NO LESS 3,362 60.0 0.0 296 MORENO BEACH DR JUNIPER AVE TO IRONWOOD AVE 2,707 59.2 3,230 59.8 0.6 NO NO NO NO LESS 3,230 59.8 0.0 297 MORENO BEACH DR IRONWOOD AVE TO SR-60 9,296 68.3 13,533 69.6 1.3 NO NO NO NO LESS 13,533 69.6 0.0 298 MORENO BEACH DR SR-60 TO EYCALYPTUS AVE 23,045 74.8 41,697 77.2 2.3 NO NO YES YES NO CHANGE 41,440 76.9 -0.3 299 MORENO BEACH DR EUCALYPTUS AVE TO TRAIL RIDGE WAY 24,067 75.0 42,100 77.2 2.2 NO NO YES YES MORE 41,843 76.9 -0.3 300 MORENO BEACH DR TRAIL RIDGE WAY TO AUTO MALL DR 14,133 72.6 38,680 76.6 4.0 NO NO YES YES NO CHANGE 38,423 76.3 -0.3 301 MORENO BEACH DR AUTO MALL DR TO COTTONWOOD AVE 13,827 72.5 36,941 76.4 3.9 NO NO YES YES NO CHANGE 36,684 76.0 -0.4 302 MORENO BEACH DR COTTONWOOD AVE TO BAY AVE 12,522 72.3 42,094 76.9 4.6 NO NO YES YES NO CHANGE 41,708 76.4 -0.5 303 MORENO BEACH DR BAY AVE TO ALESSANDRO BLVD 12,522 72.3 40,643 76.8 4.5 NO NO YES YES NO CHANGE 40,258 76.3 -0.5 304 MORENO BEACH DR ALESSANDRO BLVD TO BRODIAEA AVE 12,051 71.8 41,521 76.4 4.6 NO NO YES YES MORE 41,134 75.9 -0.5 305 MORENO BEACH DR BRODIAEA AVE TO CACTUS AVE 12,051 70.1 41,521 74.7 4.6 NO NO YES YES NO CHANGE 41,134 74.2 -0.5 306 MORENO BEACH DR CACTUS AVE TO JOHN F KENNEDY DR 8,930 69.3 23,346 73.1 3.8 NO NO YES YES MORE 22,961 72.3 -0.8 307 MORENO BEACH DR JOHN F KENNEDY DR TO VIA DEL LAGO 19,074 72.5 40,094 76.9 4.4 NO NO YES YES MORE 38,472 75.5 -1.4 308 MORRISON ST FIR AVE TO EUCALYPTUS AVE 842 54.1 1,881 57.9 3.8 NO NO NO NO LESS 1,878 57.7 -0.2 309 MORRISON ST EUCALYPTUS AVE TO DRACAEA AVE 9,204 65.1 12,012 66.3 1.2 NO NO NO NO LESS 12,006 66.2 -0.1 310 MORRISON ST DRACAEA AVE TO COTTONWOOD AVE 8,779 64.9 12,964 66.5 1.6 NO NO NO NO NO CHANGE 12,956 66.5 0.0 311 MORRISON ST COTTONWOOD AVE TO BAY AVE 5,500 63.1 13,856 66.8 3.8 NO YES NO YES NO CHANGE 13,846 66.8 0.0 312 MORRISON ST BAY AVE TO ALESSANDRO BLVD 5,497 63.0 14,094 66.9 3.9 NO YES NO YES NO CHANGE 14,084 66.9 0.0 313 N PERRIS BLVD NANDINA AVE TO GROVE VIEW RD 45,789 77.5 55,768 77.9 0.3 NO NO NO NO NO CHANGE 54,844 77.1 -0.8 314 N PERRIS BLVD SOUTH OF GROVE VIEW RD 47,952 78.0 58,045 78.4 0.4 NO NO NO NO NO CHANGE 57,122 77.7 -0.7 315 NANDINA AVE HEACOCK ST TO INDIAN ST 6,806 67.1 7,845 69.3 2.2 NO NO YES YES MORE 7,970 69.6 0.3 316 NANDINA AVE INDIAN ST TO PERRIS BLVD 4,377 69.5 4,241 69.7 0.2 NO NO NO NO LESS 4,149 69.4 -0.3 317 NASON ST IRONWOOD AVE TO SR-60 9,429 65.6 13,979 67.2 1.6 NO NO YES YES NO CHANGE 13,976 67.2 0.0 318 NASON ST SR-60 TO FIR AVE 19,958 69.6 29,575 71.5 1.9 NO NO YES YES MORE 29,566 71.5 0.0 319 NASON ST FIR AVE TO EUCALYPTUS AVE 14,956 68.1 24,411 70.6 2.6 NO NO YES YES NO CHANGE 24,404 70.6 0.0 320 NASON ST EUCALYPTUS AVE TO DRACAEA AVE 14,927 68.4 24,758 70.7 2.3 NO NO YES YES MORE 24,751 70.7 0.0 321 NASON ST DRACAEA AVE TO COTTONWOOD AVE 14,196 67.8 24,758 70.3 2.5 NO NO YES YES NO CHANGE 24,751 70.3 0.0 322 NASON ST COTTONWOOD AVE TO ALESSANDRO BLVD 15,132 67.6 16,280 67.7 0.1 NO NO NO NO NO CHANGE 16,275 67.7 0.0 323 NASON ST ALESSANDRO BLVD TO CACTUS AVE 18,293 69.2 34,207 71.2 2.0 NO NO YES YES MORE 34,196 71.1 -0.1 324 NASON ST CACTUS AVE TO IRIS AVE 7,843 65.6 15,475 67.6 2.0 NO NO YES YES MORE 15,464 67.6 0.0 325 OLD 215 FRONTAGE RD DRACAEA AVE TO COTTONWOOD AVE 4,322 61.3 4,627 63.2 1.9 NO NO NO NO LESS 4,638 63.4 0.2 326 OLD 215 FRONTAGE RD COTTONWOOD TO BAY AVE 3,270 60.2 4,478 61.4 1.2 NO NO NO NO NO CHANGE 4,489 61.6 0.2 327 OLD 215 FRONTAGE RD BAY AVE TO ALESSANDRO BLVD 3,270 63.4 4,528 64.8 1.4 NO NO NO NO NO CHANGE 4,539 64.9 0.1 328 OLD 215 FRONTAGE RD ALESSANDRO BLVD TO CACTUS AVE 5,332 62.6 464 50.4 -12.2 NO NO NO NO LESS 464 50.4 0.0 329 OLD LAKE DR PIGEON PASS RD TO SUNNYMEAD RANCH PKWY 10,703 65.2 11,737 65.5 0.3 NO NO NO NO LESS 11,752 65.6 0.1 330 OLIVER ST CACTUS AVE TO ROCKWOOD AVE 5,424 64.3 16,353 69.4 5.1 NO YES NO YES NO CHANGE 16,352 69.4 0.0 331 OLIVER ST ROCKWOOD AVE TO JOHN F KENNEDY DR 5,424 64.3 15,572 69.0 4.7 NO YES NO YES NO CHANGE 15,572 69.0 0.0 332 OLIVER ST JOHN F KENNEDY DR TO IRIS AVE 3,007 61.2 14,390 68.2 6.9 NO YES NO YES NO CHANGE 14,389 68.2 0.0 333 PERRIS BLVD NORTH OF SUNNYMEAD RANCH PKWY 10,136 68.0 11,691 68.3 0.2 NO NO NO NO LESS 11,677 68.2 -0.1 334 PERRIS BLVD SUNNYMEAD RANCH PKWY TO MANZANITA AVE 13,701 69.0 17,839 69.9 0.9 NO NO NO NO NO CHANGE 17,818 69.8 -0.1 335 PERRIS BLVD MANZANITA AVE TO JACLYN AVE 12,764 68.7 17,510 69.8 1.1 NO NO YES YES NO CHANGE 17,489 69.7 -0.1 336 PERRIS BLVD JACLYN AVE TO KALMIA AVE 14,701 69.2 17,753 69.8 0.7 NO NO NO NO LESS 17,732 69.8 0.0 337 PERRIS BLVD KALMIA AVE TO IRONWOOD AVE 17,955 69.9 22,737 70.8 0.9 NO NO NO NO LESS 22,715 70.7 -0.1 338 PERRIS BLVD IRONWOOD AVE TO HEMLOCK AVE 25,471 71.6 37,974 73.4 1.7 NO NO YES YES MORE 37,951 73.3 -0.1 339 PERRIS BLVD HEMLOCK AVE TO SR-60 38,614 75.2 44,884 75.9 0.6 NO NO NO NO NO CHANGE 44,859 75.8 -0.1 340 PERRIS BLVD SR-60 TO FIR AVE 35,922 72.3 39,989 72.9 0.5 NO NO NO NO NO CHANGE 39,858 72.6 -0.3 341 PERRIS BLVD FIR AVE TO MYERS AVE 33,632 70.5 37,997 71.0 0.5 NO NO NO NO NO CHANGE 37,863 70.7 -0.3 342 PERRIS BLVD MYERS AVE TO EUCALYPTUS AVE 33,632 70.5 37,997 71.0 0.5 NO NO NO NO NO CHANGE 37,863 70.7 -0.3 343 PERRIS BLVD EUCALYPTUS AVE TO DRACAEA AVE 31,784 70.3 32,608 70.4 0.1 NO NO NO NO NO CHANGE 32,501 70.2 -0.2 344 PERRIS BLVD DRACAEA AVE TO COTTONWOOD AVE 31,492 71.8 30,884 71.7 -0.1 NO NO NO NO NO CHANGE 30,784 71.5 -0.2 345 PERRIS BLVD COTTONWOOD AVE TO BAY AVE 21,319 70.1 26,891 71.1 0.9 NO NO NO NO NO CHANGE 26,799 70.8 -0.3 346 PERRIS BLVD BAY AVE TO ALESSANDRO BLVD 25,745 70.8 30,490 71.5 0.7 NO NO NO NO NO CHANGE 30,398 71.3 -0.2 347 PERRIS BLVD ALESSANDRO BLVD TO BRODIAEA AVE 26,153 70.7 28,033 71.2 0.5 NO NO NO NO NO CHANGE 27,981 71.0 -0.2 348 PERRIS BLVD BRODIAEA AVE TO CACTUS AVE 22,785 70.2 23,798 70.6 0.4 NO NO NO NO NO CHANGE 23,747 70.4 -0.2 349 PERRIS BLVD CACTUS AVE TO DELPHINIUM AVE 24,086 70.5 25,035 70.8 0.3 NO NO NO NO LESS 24,986 70.7 -0.1 350 PERRIS BLVD DELPHINIUM AVE TO JOHN F KENNEDY DR 24,086 70.5 27,548 71.1 0.7 NO NO NO NO LESS 27,493 71.0 -0.1 351 PERRIS BLVD JOHN F KENNEDY DR TO FILAREE AVE 35,488 74.5 45,840 75.7 1.2 NO NO YES YES NO CHANGE 45,752 75.6 -0.1 352 PERRIS BLVD FILAREE AVE TO GENTIAN AVE 29,093 73.9 32,045 74.3 0.4 NO NO NO NO NO CHANGE 31,973 74.2 -0.1 353 PERRIS BLVD GENTIAN AVE TO SANTIAGO DR 28,981 73.9 33,494 74.6 0.7 NO NO NO NO LESS 33,432 74.5 -0.1 354 PERRIS BLVD SANTIAGO DR TO IRIS AVE 28,981 73.9 37,151 75.0 1.1 NO NO NO NO LESS 37,080 74.8 -0.2 14 I I I
No.

Future
without
Project -
Existing
Existing
< 60
60 =<
Existing
=< 65
Existing
> 65 Significant Significance
Change
Future With
Project ADT
Future
with
Project
CNEL
(dBA at
Change
in CNEL
(dBA at
50 feet)
ADT dBA CNEL ADT dBA CNEL dBA CNEL
Future Without ProjectRoadway Segment Existing
355 PERRIS BLVD IRIS AVE TO KRAMERIA AVE 40,944 76.3 51,656 77.4 1.1 NO NO NO NO LESS 50,273 76.0 -1.4 356 PERRIS BLVD KRAMERIA AVE TO SUBURBAN LN 41,365 77.5 57,623 78.5 1.0 NO NO NO NO NO CHANGE 56,135 77.3 -1.2 357 PERRIS BLVD SUBURBAN LN TO SAN MICHELE RD 47,382 77.8 61,904 78.7 0.9 NO NO NO NO NO CHANGE 60,417 77.6 -1.1 358 PERRIS BLVD SAN MICHELE RD TO NANDINA AVE 45,502 78.1 57,839 78.3 0.2 NO NO NO NO NO CHANGE 56,648 77.4 -0.9 359 PIGEON PASS RD NORTH OF HIDDEN SPRINGS DR 1,141 58.0 1,218 58.4 0.4 NO NO NO NO NO CHANGE 1,218 58.4 0.0 360 PIGEON PASS RD HIDDEN SPRINGS DR TO LAWLESS RD 1,167 56.2 1,257 56.6 0.5 NO NO NO NO LESS 1,257 56.6 0.0 361 PIGEON PASS RD LAWLESS RD TO SUNNYMEAD RANCH PKWY 1,167 56.2 1,257 56.6 0.5 NO NO NO NO LESS 1,257 56.6 0.0 362 PIGEON PASS RD SUNNYMEAD RANCH PKWY TO OLD LAKE DR 5,893 63.3 4,341 62.1 -1.2 NO NO NO NO LESS 4,341 62.1 0.0 363 PIGEON PASS RD OLD LAKE DR TO COUGAR CANYON RD 18,479 70.9 18,596 70.9 0.0 NO NO NO NO NO CHANGE 18,612 70.9 0.0 364 PIGEON PASS RD COUGAR CANYON RD TO HARLAND DR 18,530 70.9 21,435 71.5 0.6 NO NO NO NO NO CHANGE 21,450 71.6 0.1 365 PIGEON PASS RD HARLAND DR TO IRONWOOD AVE 21,213 71.5 24,531 72.1 0.6 NO NO NO NO LESS 24,548 72.1 0.0 366 PIGEON PASS RD IRONWOOD AVE TO HEMLOCK AVE 27,538 70.5 30,596 70.9 0.4 NO NO NO NO LESS 30,615 71.0 0.1 367 REDLANDS BLVD NORTH OF LOCUST AVE 22,995 72.2 29,210 73.9 1.7 NO NO YES YES MORE 29,137 73.8 -0.1 368 REDLANDS BLVD LOCUST AVE TO IRONWOOD AVE 21,288 71.9 27,758 73.3 1.3 NO NO NO NO NO CHANGE 27,688 73.2 -0.1 369 REDLANDS BLVD IRONWOOD AVE TO SR-60 14,836 70.8 21,775 71.9 1.1 NO NO NO NO LESS 21,707 71.7 -0.2 370 REDLANDS BLVD SR-60 TO EUCALYPTUS AVE 12,308 70.8 24,701 73.0 2.2 NO NO YES YES NO CHANGE 24,575 72.7 -0.3 371 REDLANDS BLVD EUCALYPTUS AVE TO DRACAEA AVE 12,308 70.7 23,490 72.6 1.9 NO NO YES YES MORE 23,362 72.3 -0.3 372 REDLANDS BLVD DRACAEA AVE TO COTTONWOOD AVE 10,153 70.0 23,597 73.1 3.1 NO NO YES YES MORE 23,462 72.8 -0.3 373 REDLANDS BLVD COTTONWOOD AVE TO BAY AVE 9,587 69.5 14,859 70.9 1.4 NO NO NO NO NO CHANGE 14,852 70.9 0.0 374 REDLANDS BLVD BAY AVE TO ALESSANDRO BLVD 9,587 69.2 14,797 70.6 1.4 NO NO NO NO NO CHANGE 14,789 70.6 0.0 375 REDLANDS BLVD ALESSANDRO TO CACTUS AVE 13,861 69.9 13,527 69.2 -0.7 NO NO NO NO NO CHANGE 13,526 69.2 0.0 376 SAN MICHELE RD HEACOCK ST TO INDIAN ST 122 46.4 8,567 68.4 21.9 YES NO NO YES NO CHANGE 8,556 68.3 -0.1 377 SAN MICHELE RD INDIAN ST TO PERRIS BLVD 5,297 65.9 6,039 66.1 0.3 NO NO NO NO LESS 6,112 66.6 0.5 378 SUNNYMEAD BLVD FREDERICK ST TO GRAHAM ST 16,187 68.1 23,172 69.5 1.3 NO NO NO NO NO CHANGE 23,139 69.4 -0.1 379 SUNNYMEAD BLVD GRAHAM ST TO HEACOCK ST 8,900 64.9 14,257 67.4 2.5 NO NO NO NO NO CHANGE 14,175 67.0 -0.4 380 SUNNYMEAD BLVD HEACOCK ST TO INDIAN ST 6,607 61.9 6,808 61.7 -0.3 NO NO NO NO NO CHANGE 6,799 61.6 -0.1 381 SUNNYMEAD BLVD INDIAN ST TO PERRIS BLVD 11,734 64.7 12,130 65.0 0.3 NO NO NO NO NO CHANGE 12,116 64.9 -0.1 382 SUNNYMEAD BLVD PERRIS BLVD TO KITCHING ST 11,165 63.5 13,471 64.5 1.1 NO NO NO NO NO CHANGE 13,461 64.5 0.0 383 SUNNYMEAD RANCH PKWY PIGEON PASS RD TO LAKE VISTA RD 486 52.3 2,350 59.2 6.9 YES NO NO YES NO CHANGE 2,350 59.2 0.0 384 SUNNYMEAD RANCH PKWY LAKE VISTA RD TO OLD LAKE DR 2,318 59.3 5,450 62.9 3.6 NO NO NO NO LESS 5,452 62.9 0.0 385 SUNNYMEAD RANCH PKWY OLD LAKE DR TO HEACOCK ST 7,450 64.8 7,639 64.9 0.2 NO NO NO NO LESS 7,637 64.9 0.0 386 SUNNYMEAD RANCH PKWY HEACOCK ST TO PERRIS BLVD 6,133 63.5 9,338 65.4 1.9 NO NO NO NO NO CHANGE 9,335 65.4 0.0 387 THEODORE ST IRONWOOD AVE TO SR-60 436 54.8 3,783 69.3 14.5 YES NO NO YES NO CHANGE 3,779 69.3 0.0 388 TOWN CIR CENTERPOINT DR TO HERITAGE WAY 6,374 61.2 6,057 61.9 0.7 NO NO NO NO LESS 6,139 62.9 1.0 389 TOWN CIR HERITAGE WAY TO MEMORIAL WAY 20,506 69.1 18,774 66.8 -2.4 NO NO NO NO NO CHANGE 18,770 66.8 0.0 390 TOWN CIR MEMORIAL WAY TO CAMPUS PKWY 20,506 69.1 22,879 69.0 -0.1 NO NO NO NO NO CHANGE 22,879 69.0 0.0 391 TOWNGATE BLVD EUCALYPTUS AVE TO HERITAGE WAY 5,590 62.2 6,901 63.4 1.1 NO NO NO NO LESS 6,894 63.3 -0.1 392 TOWNGATE BLVD HERITAGE WAY TO FREDERICK ST 22,241 69.3 21,110 68.8 -0.5 NO NO NO NO NO CHANGE 20,943 68.2 -0.6 393 VIA DEL LAGO IRIS AVE TO ALTA CALLE 5,131 62.7 15,001 69.3 6.6 NO YES NO YES NO CHANGE 14,997 69.3 0.0 394 VIA DEL LAGO SOUTH OF ALTA CALLE 297 49.9 2,290 59.3 9.3 YES NO NO YES NO CHANGE 2,287 59.2 -0.1 395 SR-60 I-215 TO DAY ST 148,539 87.1 171,492 88.3 1.2 NO NO NO NO NO CHANGE 173,364 88.6 0.3 396 SR-60 DAY ST TO PIGEON PASS RD 130,448 84.9 153,612 86.3 1.4 NO NO NO NO NO CHANGE 155,428 86.6 0.3 397 SR-60 PIGEON PASS RD TO HEACOCK ST 103,022 82.7 122,283 84.2 1.5 NO NO YES YES MORE 123,912 84.6 0.4 398 SR-60 HEACOCK ST TO PERRIS BLVD 104,638 82.8 126,695 84.4 1.6 NO NO YES YES NO CHANGE 128,183 84.7 0.3 399 SR-60 PERRIS BLVD TO NASON ST 85,489 82.2 112,163 84.2 1.9 NO NO YES YES NO CHANGE 113,627 84.4 0.2 400 SR-60 NASON ST TO MORENO BEACH DR 78,751 83.5 104,453 85.5 2.0 NO NO YES YES MORE 105,918 85.8 0.3 401 SR-60 MORENO BEACH DR TO REDLANDS BLVD 72,123 81.8 94,973 83.9 2.1 NO NO YES YES NO CHANGE 96,236 84.2 0.3 402 SR-60 REDLANDS BLVD TO WORLD LOGISTICS CTR PKWY 63,183 81.1 94,057 83.5 2.4 NO NO YES YES NO CHANGE 95,301 83.7 0.2 403 I-215 SR-60 TO EASTRIDGE AVE 113,294 83.6 162,330 85.0 1.4 NO NO NO NO LESS 164,272 85.4 0.4 404 I-215 EASTRIDGE AVE TO E ALESSANDRO BLVD 124,961 84.0 177,354 85.4 1.4 NO NO NO NO NO CHANGE 179,303 85.7 0.3 405 I-215 E ALESSANDRO BLVD TO CACTUS AVE 126,761 84.1 180,638 85.4 1.3 NO NO NO NO NO CHANGE 182,473 85.7 0.3 15 I I I

Appendix D
Vehicle Miles Traveled Analysis

Kimley»Horn

Vehicle Miles Traveled Analysis July 2026
City of Moreno Valley Page 1 of 16

Memorandum
To: Steve Quintanilla, Moreno Valley City Attorney
CC: Angelica Frausto-Lupo, City of Moreno Valley Community Development Director From: Mehul Champaneri, PTP, RSP1
Mayra Garcia, AICP
Heidi Rous, CPP
Subject: Vehicle Miles Traveled Analysis – Proposed Citywide Truck Routes Modifications Date: July 22, 2026
Introduction and Background
Senate Bill (SB) 415 and Assembly Bill (AB) 98 require a county or city that is located in a warehouse concentration region to amend the Circulatio n Element of its General Plan, on or before January 1, 2026.

The purpose of the amendment is to identify and establish specific truck routes in order to safely accommodate logistics warehouse truck traffic, which avoid sensitive receptors and maximize the use of interstate or State divided highways, or maximize use of arterial roads, major thoroughfares, and predominantly commercially oriented local streets. SB 415 defines “sensitive receptors” to include the following: (1) a residence, including, but not limited to, a private home, apartment, condominium unit, group home, dormitory unit, or retirement home; (2) a school, including, but not limited to, a preschool, prekindergarten, or school maintaining kindergarten or any of grades one to 12, inclusive; (3) a daycare facility, includin g, but not limited to, in -home daycare; (4) publicly owned parks, playgrounds, and recreational areas or facilities primarily used by children, excepting parks and recreation areas included as a condition of approval for the logistics use development; (5) nursing homes, long -term care facilities, hospices, convalescent facilities, or similar live-in housing; and (6) hospitals, as defined in Section 128700 of the California Health and Safety Code.

The California Office of the Attorney General (AGO) is aware of the City of Moreno Valley’s (City) plan to defer the amendment of its Circulation Element, as mandated by AB 98, to a later date which will coincide with the proposed adoption of a new truck routes map that includes the elimination of a multitude of truck routes that do not currently comply with the “truck route s” provisions of AB 98. In coordination with the AGO, the City is working on preparing the necessary amendment to the General Plan’s Circulation Element along with a Truck Routes Ordinance, which adopts a new Truck Routes Map that eliminates a multitude of truck routes or portions thereof to avoid sensitive receptors to the extent feasible. This memorandum documents proposed modifications to the existing Citywide designated truck routes and the analysis conducted to evaluate the change in truck -related Vehicle Miles Traveled (Truck VMT) as a result of the proposed truck routes modifications.

The overall objective of the analysis was to quantify how the City’s proposed truck routes modifications, which will prohibit truck travel on certain internal Citywide routes or portions thereof to avoid sensitive receptors, KimleyHorn

Vehicle Miles Traveled Analysis July 2026
City of Moreno Valley Page 2 of 16
would affect truck travel patterns and Truck VMT. In order to identify the Truck VMT that is likely to change as a result of the proposed truck routes modifications, five major studied routes and route choices were selected in coordination with the City for “With Project” and “No Project” scenarios. These routes were selected because they will potentially have the highest truck traffic volume and trip origins within industrial areas identified in the Industrial iMap tool (see Methodology and Assumptions below). The analysis focused on isolating Truck VMT changes under the With Project Scenario, by only selecting the most impacted routes and truck trip origins with the proposed truck routes modifications. This memorandum is intended to:
• Document study scenario definitions and key assumptions; • Describe the analytical framework and modeling process used to estimate Truck VMT changes; and • Provide conclusions regarding anticipated Truck VMT changes attributed to the proposed truck routes modifications.

As discussed in further detail below, the proposed truck route s modifications would result in a Citywide increase in daily Truck VMT by 2.8 percent, as some of the trucks are rerouted to a longer path using both State Route 60 (SR 60) and Interstate 215 (I-215) instead of shorter internal City streets and routes.

Methodology and Assumptions
The analysis was limited to the major routes and truck trip origins within and outside the City that would be affected by the truck route s modifications. In order to isolate the Truck VMT changes attributable to the truck routes modifications, Truck VMT analysis is carried out on only the selected studied routes and truck trip origins using the truck routes under the “With Project” and “No Project” Scenarios. The analysis is carried out in four primary phases:

1. Existing Truck Routes Identification

2. Truck Routes Scenario Definition for Selected Routes

3. Travel Demand Model Route Choice Analysis for Selected Routes

4. Truck VMT Computation for Selected Routes
On February 3, 2026, Kimley-Horn met with City staff to discuss the scope of the study , the City’s proposed Truck Routes Map, and existing truck travel patterns within the City. As part of this analysis, Kimley -Horn identified major truck routes in the City using the City’s Industrial iMap tool and Replica’s commercial vehicle traffic data.1,2 Replica’s commercial vehicle traffic data indicates that the following routes have the highest commercial vehicle daily truck traffic volume. As a result, the routes identified in Table 1: Daily Truck Traffic on Major Routes below were selected as part of the studied routes because they have the highest truck traffic volume within the industrial areas identified in the Industrial iMap tool. The table shows the highest daily truck volume on a given segment on the corridor.

1 City of Moreno Valley, Industrial IMap, https://gis-moval.opendata.arcgis.com/apps/4f7581a99d1b4030ae25c116a65863f5/explore .

Accessed February 26, 2026.
2 Replica (2024), https://studio.replicahq.com/ . Accessed February 26, 2026 KimleyHorn

Vehicle Miles Traveled Analysis July 2026
City of Moreno Valley Page 3 of 16
Table 1: Daily Truck Traffic on Major Routes
Routes Maximum Truck Traffic
Volume
Perris Boulevard 1,671
Alessandro Boulevard 1,494
Frederick Street 1,362
Heacock Street 1,360
Cactus Avenue 1,297
Source: Replica, 2024.

The City confirmed these truck routes for the Truck VMT analysis. It should be noted that there are few other routes affected in the City with the proposed truck routes modifications. While traffic shifts on some of these routes are accounted for in the multi-path analysis, the primary focus of this analysis is on the five major studied routes and route choices assumed under both the “With Project” and “No Project” Scenarios defined below.

Figure 1: Existing Truck Routes and Sensitive Receptors Within 1,000 Feet shows the City’s existing truck routes, Figure 2: Proposed Truck Routes and Sensitive Receptors Within 1,000 Feet shows the City’s remaining truck routes after modifications, and Figure 3: Proposed Existing Truck Routes to be Eliminated and Sensitive Receptors Within 1,000 Feet shows the City’s Truck Routes to be eliminated within the City’s boundaries. As shown in Figure 3, the City would remove segments of the designated truck routes along Frederick Street, Sunnymeade Boulevard, Heacock Street, Ironwood Avenue, Perris Boulevard, Cactus Avenue, Alessandro Boulevard, Moreno Beach Drive, and a portion of World Logistics Center Parkway North.

Therefore, trucks would have to seek a different route of travel than currently permitted when various segments of the currently designated truck routes are no longer permitted for truck travel. These newly modified truck routes were recommended by the City to redirect truck traffic away from sensitive receptors along internal City routes to the SR 60 and I -215 freeways to the extent feasible. It is assumed that several trucks serving local commercial uses within the City would continue using the most direct routes because there are no other designated truck routes available to reach the destination, as permitted under applicable law. In light of the foregoing, only selected truck trip origins within the City and March Joint Powers Authority (March JPA) that will be impacted by the City’s truck route s modifications and potentially have the highest truck traffic volume were included in this analysis. These trip origins are shown in Figure 9.

The World Logistics Center Specific Plan (WLC Specific Plan) includes a circulation network intended to move large vehicles efficiently between the regional highway network and businesses within the Specific Plan Area while directing heavy truck traffic away from nearby residential neighborhoods and other sensitive receptors. Heavy truck traffic associated with the WLC Specific Plan is directed to State Route (SR) 60, Gilman Springs Road, the segment of Redlands Boulevard between SR 60 and Eucalyptus Avenue , and Eucalyptus Avenue between Redlands Boulevard and World Logistics Center Parkway . These roadways, together with the WLC Specific Plan Area’s internal roadway network that has yet to be fully constructed, are designated as truck routes within the Specific Plan and will be designated as such on the City’s Truck Route s Map.

Development and occupancy of the WLC Specific Plan area are anticipated to occur over the next 10 years.

KimleyHorn
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¯
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*South Coast Air Quality Management District (SCAQMD), CEQA Air Quality Handbook, 1993. Sensitive Receptors are displayed 1,000 feet from existing Truck Routes Legend
City of Moreno Valley
Sphere of Influence
Disadvantaged Community (SB
535, SB 1000)
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2040 Land Use
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FIGURE 1: Existing Truck Routes and Sensitive Receptors Within 1,000 Feet

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*South Coast Air Quality Management District (SCAQMD), CEQA Air Quality Handbook, 1993. Sensitive Receptors are displayed 1,000 feet from Remaining Truck Routes Legend
City of Moreno Valley
Sphere of Influence
Disadvantaged Community (SB
535, SB 1000)
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Child Care

EUCALYPTUS AVE
*World Logistics Center Specific Plan Truck Routes, Exhibit 3-11: Truck Routes, September 2014. Streets B, E, and F have not been constructed, but will be upon development of the World Logistics Center.

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FIGURE 2: Proposed Truck Routes and Sensitive Receptors Within 1,000 Feet

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WORLD LOGISTICS PARKWAY
N Perris Blvd
¯
0 1 20.5 Miles
*South Coast Air Quality Management District (SCAQMD), CEQA Air Quality Handbook, 1993. Sensitive Receptors are displayed 1,000 feet from Existing Truck Routes Legend
City of Moreno Valley
Sphere of Influence
Disadvantaged Community (SB
535, SB 1000)
Proposed Existing Truck Route
To Be Eliminated
National Network Route
2040 Land Use
R1 Residential
R2 Residential
RR Rural Residential
R3 Residential
R5 Residential
R10 Residential
R15 Residential
R20 Residential
R30 Residential
HR Hillside Residential
DC Downtown Center
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COMU Corridor Mixed Use
C Commercial
R/O Residential Office
HO/C Highway Office/
Commercial
O Office
BP Business Park/Light
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BF Business Flex
P Public
OS Parks/Open Space
FP Floodplain
Sensitive Receptors (1,000 ft from
Existing Truck Routes)
K-12 School
Residential Care
Hospital and Clinic
Child Care

EUCALYPTUS AVE
*World Logistics Center Specific Plan Truck Routes, Exhibit 3-11: Truck Routes, September 2014. These truck routes are currently not developed but will be upon completion of World Logistics Center.

FIGURE 3: Proposed Existing Truck Routes to Be Eliminated and Sensitive Receptors Within 1,000 Feet

TRUCK ROUTE VMT ANALYSIS
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Vehicle Miles Traveled Analysis July 2026
City of Moreno Valley Page 7 of 16
Study Scenarios
While there are multiple route choices available with slight variations for each studied route, this analysis focuses on the route choices that are directly affected by the proposed elimination of certain truck routes or portions thereof, and alternate routes recommended by the City. For the purposes of this analysis, one proposed route (under the With Project Scenario) for each modified truck route identified above was determined to assess traffic diversion from the existing truck routes used on the selected routes. These routes choices are described below with illustrations.

Perris Truck Route Analysis Scenario
Existing Route (No Project Scenario)
The Perris No Project Scenario currently designates most of Perris Boulevard as a truck route. Trucks traveling from the southern end of the City travel north on Perris Boulevard to SR 60 and to I-215.

Proposed Route (With Project Scenario)
As demonstrated in Figure 4: Perris Boulevard Truck Route Analysis Scenario , the Perris With Project Scenario would divert truck traffic to San Michelle Avenue, Heacock Street, Cactus Avenue, I-215, and then SR 60.

Alessandro Boulevard Truck Route Analysis Scenario
Existing Route (No Project Scenario)
The Alessandro Boulevard No Project Scenario currently designates all of Alessandro Bouelvard as a truck route. Under the No Project Scenario, trucks move along Alessandro Boulevard to the I-215 and the SR 60.

Proposed Route (With Project Scenario)
As demonstrated in Figure 5: Alessandro Boulevard Truck Route Analysis Scenario, the Alessandro Boulevard With Project Scenario illustrates that trucks on the eastbound lanes of Alessandro Boulevard would be required to travel east to Gilman Springs Road which intersects with SR 60, whereas, trucks on the westbound lanes of Alessandro Boulevard would be required to travel west to the I-215. As such truck traffic would be required to travel along SR 60 and I -215 to be able to reach the opposite side of Alessandro Boulevard, which will significantly reduce truck traffic along Alessandro Bouelvard.

KimleyHorn
FIGURE 4: Perris Boulevard Truck Route Analysis Scenario

TRUCK ROUTE VMT ANALYSIS

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FIGURE 5: Alessandro Boulevard Truck Route Analysis Scenario

TRUCK ROUTE VMT ANALYSIS
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Vehicle Miles Traveled Analysis July 2026
City of Moreno Valley Page 10 of 16
Fredrick Street Truck Route Analysis Scenario
Existing Route (No Project Scenario)
The Frederick Street No Project Scenario currently designates Frederick Street from Cactus Avenue to Ironwood Avenue as a truck route. Under the No Project Scenario, trucks traveling along Frederick Street are required to travel north to SR 60 or south to Cactus Avenue and west to I -215 to reach industrial and commercial areas.

Proposed Route (With Project Scenario)
Figure 6: Frederick Street Truck Route Analysis Scenario demonstrates how the With Project Scenario would require trucks to travel south on Frederick Street to Cactus Avenue, then west on Cactus Avenue to I -215, then north on the I -215 to the SR 60, and then east of SR 60 to reach industrial and commercial areas .

Therefore, truck traffic would be significantly reduced along Frederick Street.

Heacock Street Truck Route Analysis Scenario
Existing Route (No Project Scenario)
The Heacock Street No Project Scenario currently designates the entirety of Heacock Street as a truck route.

Trucks traveling along Heacock Street may currently travel west to large industrial and commercial areas within the City’s boundaries or east using SR 60.

Proposed Route (With Project Scenario)
As illustrated in Figure 7: Heacock Street Truck Route Analysis Scenario, trucks traveling on Heacock Street would be required to use Alessandro Boulevard, I-215, and SR 60 to reach industrial and commercial areas within the City boundaries. Therefore, truck traffic on Heacock Street would be significantly reduced.

Cactus Avenue Truck Route Analysis Scenario
Existing Route (No Project Scenario)
The Cactus Avenue No Project Scenario designates Cactus Avenue from Perris Boulevard to I-215 as a truck route. Trucks traveling along Cactus Avenue can travel west along Cactus Avenue to I -215 and north to SR 60 or west using Heacock Street and Perris Boulevard.

Proposed Route (With Project Scenario)
As seen in Figure 8: Cactus Avenue Truck Route Analysis Scenario , trucks would be required to travel west on Cactus Avenue, to I-215, and then SR 60. Therefore, with the With Project Scenario, truck traffic would be reduced between Cactus Avenue and Perris Boulevard.

KimleyHorn
FIGURE 6: Frederick Street Truck Route Analysis Scenario

TRUCK ROUTE VMT ANALYSIS

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Kimley»Horn
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FIGURE 7: Heacock Street Truck Route Analysis Scenario

TRUCK ROUTE VMT ANALYSIS

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FIGURE 8: Cactus Avenue Truck Route Analysis Scenario

TRUCK ROUTE VMT ANALYSIS
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Vehicle Miles Traveled Analysis July 2026
City of Moreno Valley Page 14 of 16
VMT Analysis
As discussed above, truck trips would have to seek a different route than current practice when those streets or portions thereof are no longer designated as truck routes. These modified truck routes were recommended by the City to redirect truck traffic away from sensitive receptors along internal City roadways and on to SR 60 and I-215 freeways to the extent feasible. For this analysis, only selected routes and truck trip origins within the City and March JPA that will be impacted by the City’s truck routes modifications and which will potentially have the highest truck traffic volume were included to isolate net changes in Truck VMT due to the proposed truck route s modifications. These trip origins are shown in Figure 9: 2040 Daily Heavy Truck Trips for Selected Study Routes and Truck Origins. The latest version of the Riverside County Travel Demand Model (RIVCOM) (Version 4.0.1) was utilized to model isolated truck trips for the five truck route scenarios selected for this analysis. As part of the analysis, RIVCOM 2040 Horizon General Plan scenario was used to determine all truck origins -destinations (OD) trips used by the current designated routes (No Project Scenario) using the select-link analysis conducted for each study route. The OD trips were then isolated f or the study by selecting the zones illustrated in Figure 9 to be included in the Truck VMT analysis.

A With Project Scenario model network was prepared by applying truck route s modifications to internal Citywide streets as directed by the City (truck-restricted links coded to prohibit truck assignment). The route- specific truck Origin Destination (OD) trip matrix developed earlier through select-link analysis was assigned to the modified network. The resulting daily truck traffic volumes by link were extracted from the model outputs. Total daily Truck VMT was computed for all the study area links included in the studied routes and route choices for both the With Project and No Project Scenarios. Table 2: Change in 2040 Daily Truck VMT on Selected Routes Truck Trip Origins summarizes the isolated Truck VMT results for the studied routes included in the analysis. As shown in the table, the proposed truck route s modifications will result in an increase in 2040 daily Truck VMT from the truck trip origins and truck routes subject to the proposed route modifications that were selected for this analysis. Local serving truck trips were not accounted for as they would continue to use local routes to serve commercial uses and Truck VMT on these routes would remain the same and would not be affected and are therefore not included in this analysis.

Table 2: Change in 2040 Daily Truck VMT on Selected Routes & Truck Trip Origins Study Route VMT No Project
Scenario
VMT With Project
Scenario Change
I-215 Freeway 7,972 22,380 +14,408
SR 60 Freeway 2,149 6,419 +4,270
Perris Boulevard 2,274 113 -2,161
Alessandro Boulevard 2,651 531 -2,119
Frederick Street 265 49 -217
Heacock Street 1,677 1,507 -169
Cactus Avenue 1,997 2,744 +747
Total 18,984 33,743 +14,758

KimleyHorn
FIGURE 9: 2040 Daily Heavy Truck Trips for Selected Study Routes and Truck Origins

TRUCK ROUTE VMT ANALYSIS
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Vehicle Miles Traveled Analysis July 2026
City of Moreno Valley Page 16 of 16
This increase in Truck VMT for the selected studied routes and trip origins was then applied to the Citywide total Truck VMT to determine the net change in overall Citywide Truck VMT. Table 3: Net Change in Total Citywide Daily Truck VMT summarizes the Truck VMT results for base year and horizon year conditions. The base year Truck VMT estimates were derived by applying the proportional change in total Citywide Truck VMT estimates between base year and future year Truck VMT results derived as part of the 2024 General Plan Update. As shown in the table, the proposed truck routes modifications are expected to result in a net increase in Citywide Truck VMT by approximately 2.8 percent.

Table 3: Net Change in Total Citywide Daily Truck VMT
Analysis Year VMT No Project
Scenario
VMT With Project
Scenario Net Change
2024 Base Year 296,288 304,584 +8,296 (2.8%)
2040 Horizon Year 527,078 541,836 +14,758 (2.8%)
Note: Citywide VMT results were derived as part of 2024 General Plan Update Conclusion
Based on the adopted methodology and assumptions, the analysis provides a route specific as well as overall network assessment of how the City’s proposed truck routes modifications will affect truck routing and Truck VMT for the City’s major routes used for truck travel. By the 2040 Horizon Year, the proposed truck route s modifications will result in a Citywide increase of 14,758 daily Truck VMT, which is approximately 2.8 percent above the daily trip VMT projected without the Project. This marginal increase would occur as some of the trucks will have to be rerouted using longer pathways along either SR 60 and I-215 instead of shorter pathways using internal City roadways where trucks will be prohibited. The proposed modifications are intended to reduce truck travel near sensitive receptors to the extent feasible by shifting truck activity to designated regional facilities.

KimleyHorn

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