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GP_UPDATE_TRAFFIC_STUDY_APPENDICES
111111111 lill III IIII111111111111111111 lill III lill *NEW FILE* G P_U P DAT E_T RAF F I C_ST U DY _APPENDICES APPENDIX A NBTM 3.1 TRAFFIC ANALYSIS ZONE (TAZ) CORRESPONDENCE LISTING II li NBTM TAZ CORRESPONDENCE LIST I I I ier ier RSA CAA TAZ COUNTY TAZ 1 Cordon 1 2 Cordon 1 3 Cordon 1 4 Cordon 1 1 1 0 29 Ventura 1 1 2 0 30 Ventura 1 1 2 0 31 Ventura 1 1 2 0 32 Ventura 1 1 2 0 33 Ventura 1 1 2 0 34 Ventura 1 1 2 0 35 Ventura 1 1 2 0 36 Ventura 1 1 2 0 37 Ventura 1 1 2 0 38 Ventura 1 1 2 0 39 Ventura 1 1 2 0 40 Ventura 1 1 2 0 41 Ventura 1 1 2 0 42 Ventura 1 1 2 0 43 Ventura 1 1 2 0 44 Ventura 1 1 2 0 45 Ventura 1 1 2 0 46 Ventura 1 1 2 0 47 Ventura 1 1 2 0 48 Ventura 1 1 2 0 49 Ventura 1 1 2 0 50 Ventura 1 1 2 0 51 Ventura 1 1 2 0 52 Ventura 1 1 2 0 53 Ventura 1 1 2 0 54 Ventura 1 1 2 0 55 Ventura 1 1 2 0 56 Ventura 1 1 2 0 57 Ventura 1 1 2 0 58 Ventura 1 1 2 0 59 Ventura 1 1 2 0 60 Ventura 1 1 2 0 61 Ventura 1 1 2 0 62 Ventura 1 1 2 0 63 Ventura 1 1 2 0 64 Ventura 1 1 2 0 65 Ventura 1 1 2 0 66 Ventura 1 1 2 0 67 Ventura 1 1 3 0 68 Ventura 1 1 3 0 69 Ventura 1 1 3 0 70 Ventura 1 1 3 0 71 Ventura 1 1 3 0 72 Ventura 1 1 3 0 73 Ventura 1 1 3 0 74 Ventura 1 I ^Page 1 2 NBTM TAZ CORRESPONDENCE LIST Tier 1 OCTAM NbIM' TAZ RSA CAA TAZ COUNTY TAZ ' 1 3 0 75 Ventura 1 1 3 0 76 Ventura 1 1 3 0 77 Ventura 1 1 3 0 78 Ventura 1 1 3 0 79 Ventura 1 1 3 0 80 Ventura 1 1 3 0 81 Ventura 1 ' 1 3 0 82 Ventura 1 1 3 0 83 Ventura 1 1 3 0 84 Ventura 1 1 3 0 85 Ventura 1 t 1 3 0 86 Ventura 1 1 3 0 87 Ventura 1 1 3 0 88 Ventura 1 ' 1 3 0 89 Ventura 1 1 3 0 90 Ventura 1 1 3 0 91 Ventura 1 ' 1 3 0 92 Ventura 1 1 3 0 93 Ventura 1 1 3 0 94 Ventura 1 1 3 0 95 Ventura 1 ' 1 3 0 96 Ventura 1 1 3 0 97 Ventura 1 1 3 0 98 Ventura 1 ' 1 3 0 99 Ventura 1 1 3 0 100 Ventura 1 1 3 0 101 Ventura 1 ' 1 3 0 102 Ventura 1 1 3 0 103 Ventura 1 1 3 0 104 Ventura 1 ' 1 3 0 105 Ventura 1 1 3 0 106 Ventura 1 1 4 0 107 Ventura 1 1 4 0 108 Ventura 1 ' 1 4 0 109 Ventura 1 1 4 0 110 Ventura 1 1 4 0 111 Ventura 1 ' 1 4 0 112 Ventura 1 1 1 4 4 0 0 113 114 Ventura Ventura 1 1 ' 1 4 0 115 Ventura 1 1 4 0 116 Ventura 1 1 4 0 117 Ventura 1 ' 1 4 0 118 Ventura 1 1 4 0 119 Ventura 1 1 4 0 120 Ventura 1 1 4 0 121 Ventura 1 ' 1 4 0 122 Ventura 1 1 4 0 123 Ventura 1 1 4 0 124 Ventura 1 ' Page ' n2 Y� U I NBTM TAZ CORRESPONDENCE LIST I C LI E F E 5 LJ I I 1 Tier TAZ RSA CAA TAZ COUNTY TAZ 1 4 0 125 Ventura 1 1 4 0 126 Ventura 1 1 4 0 127 Ventura 1 1 4 0 128 Ventura 1 1 4 0 129 Ventura 1 1 4 0 130 Ventura 1 1 4 0 131 Ventura 1 1 5 0 132 Ventura 1 1 5 0 133 Ventura 1 1 5 _ 0 134 Ventura 1 1 5 0 135 Ventura 1 1 5 0 136 Ventura 1 1 5 0 137 Ventura 1 1 5 0 138 Ventura 1 1 5 0 139 -Ventura 1 1 5 0 140 Ventura 1 1 5 0 141 Ventura 1 1 5 0 142 Ventura 1 1 5 0 143 Ventura 1 1 5 0 144 Ventura 1 1 5 0 145 Ventura 1 1 5 0 146 Ventura 1 1 5 0 147 Ventura 1 1 5 0 148 Ventura 1 1 5 0 149 Ventura 1 1 5 0 150 Ventura 1 1 5 0 151 Ventura 1 1 5 0 152 Ventura 1 1 5 0 153 Ventura 1 1 5 0 154 Ventura 1 1 6 0 155 Ventura 1 1 6 0 156 Ventura 1 1 6 0 157 Ventura 1 1 6 0 158 Ventura 1 1 6 0 159 Ventura 1 1 6 0 160 Ventura 1 1 6 0 161 Ventura 1 1 6 0 162 Ventura 1 2 7 0 163 Los Angeles 2 2 7 0 164 Los Angeles 2 2 7 0 165 Los Angeles 2 2 7 0 166 Los Angeles 2 2 7 0 167 Los Angeles 2 2 7 0 168 Los Angeles 2 2 7 0 169 Los Angeles 2 2 7 0 170 Los Angeles 2 2 7 0 171 Los Angeles 2 2 7 0 172 Los Angeles 2 5 Cordon 3 6 Cordon 3 Page 3 1�S NBTM TAZ CORRESPONDENCE LIST Tier TAZ RSA CAA TAZ COUNTY TAZ 7 Cordon 3 8 Cordon 3 9 Cordon 3 10 Cordon 3 11 Cordon 3 12 Cordon 3 13 Cordon 3 14 Cordon 3 3 8 0 173 Los Angeles 3 3 8 0 174 Los Angeles 3 3 8 0 175 Los Angeles 3 3 8 0 176 Los Angeles 3 3 8 0 177 Los Angeles 3 3 8 0 178 Los Angeles 3 3 8 0 179 Los Angeles 3 3 8 0 180 Los Angeles 3 3 8 0 181 Los Angeles 3 3 8 0 182 Los Angeles 3 3 8 0 183 Los Angeles 3 3 8 0 184 Los Angeles 3 3 8 0 185 Los Angeles 3 3 8 0 186 Los Angeles 3 3 8 0 187 Los Angeles 3 3 8 0 188 Los Angeles 3 3 8 0 189 Los Angeles 3 3 8 0 190 Los Angeles 3 3 8 0 191 Los Angeles 3 3 9 0 192 Los Angeles 3 3 9 0 •- 193 Los Angeles 3 3 9 0 194 Los Angeles 3 3 9 0 195 Los Angeles 3 3 9 0 196 Los Angeles 3 3 9 0 197 Los Angeles 3 3 9 0 198 Los Angeles 3 3 9 0 199 Los Angeles 3 3 9 0 200 Los Angeles 3 3 9 0 201 Los Angeles 3 3 9 0 202 Los Angeles 3 3 9 0 203 Los Angeles 3 3 9 0 204 Los Angeles 3 3 9 0 205 Los Angeles 3 3 9 0 206 Los Angeles 3 3 9 0 207 Los Angeles 3 3 9 0 208 Los Angeles 3 3 9 0 209 Los Angeles 3 3 9 0 210 Los Angeles 3 3 9 0 211 Los Angeles 3 3 9 0 212 Los Angeles 3 3 9 0 213 Los Angeles 3 3 9 0 214 Los Angeles 3 I 1 I n j I Page 4 Ne I NBTM TAZ CORRESPONDENCE LIST I J I 1 I I er TAZ RSA CAA TAZ COUNTY TAZ 3 9 0 215 Los Angeles 3 3 9 0 216 Los Angeles 3 3 9 0 217 Los Angeles 3 3 9 0 218 Los Angeles 3 3 9 0 219 Los Angeles 3 3 10 0 220 Los Angeles 3 3 10 0 221 Los Angeles 3 3 10 0 222 Los Angeles 3 3 10 0 223 Los Angeles 3 3 10 0 224 Los Angeles 3 3 10 0 225 Los Angeles 3 3 10 0 226 Los Angeles 3 3 10 0 227 Los Angeles 3 3 10 0 228 Los Angeles 3 3 10 0 229 Los Angeles 3 3 10 0 230 Los Angeles 3 3 10 0 231 Los Angeles 3 3 10 0 232 Los Angeles 3 3 10 0 233 Los Angeles 3 3 10 0 234 Los Angeles 3 3 10 0 235 Los Angeles 3 3 10 0 236 Los Angeles 3 3 10 0 237 Los Angeles 3 3 10 0 238 Los Angeles 3 3 11 0 239 Los Angeles 3 3 11 0 240 Los Angeles 3 3 11 0 241 Los Angeles 3 3 11 0 242 Los Angeles 3 3 11 0 243 Los Angeles 3 4 12 0• 244 Los Angeles 4 4 12 0 245 Los Angeles 4 4 12 0 246 Los Angeles 4 4 12 0 247 Los Angeles 4 4 12 0 248 Los Angeles 4 4 12 0 249 Los Angeles 4 4 12 0 250 Los Angeles 4 4 12 0 251 Los Angeles 4 4 12 0 252 Los Angeles 4 4 12 0 253 Los Angeles 4 4 12 0 254 Los Angeles 4 4 12 0 255 Los Angeles 4 4 12 0 256 Los Angeles 4 4 12 0 257 Los Angeles 4 4 12 0 258 Los Angeles 4 4 12 0 259 Los Angeles 4 4 12 ` 0 260 Los Angeles 4 4 12 0 261 Los Angeles 4 4 12 0 262 Los Angeles 4 4 12 0 263 Los Angeles 4 4 12 0 264 Los Angeles 4 Page NBTM TAZ CORRESPONDENCE LIST Tier TAZ RSA CAA TAZ COUNTY TAZ 4 12 0 265 Los Angeles 4 4 12 0 266 Los Angeles 4 4 12 0 267 Los Angeles 4 4 12 0 268 Los Angeles 4 4 12 0 269 Los Angeles 4 4 12 0 270 Los Angeles 4 4 12 0 271 Los Angeles 4 4 12 0 272 Los Angeles 4 4 12 0 273 Los Angeles 4 4 12 0 274 Los Angeles 4 4 12 0 275 Los Angeles 4 4 12 0 276 Los Angeles 4 4 12 0 277 Los Angeles 4 4 12 0 278 Los Angeles 4 4 12 0 279 Los Angeles 4 4 12 0 280 Los Angeles 4 4 12 0 281 Los Angeles 4 4 12 0 282 Los Angeles 4 4 12 0 283 Los Angeles 4 4 12 0 284 Los Angeles 4 4 12 0 285 Los Angeles 4 4 12 0 286 Los Angeles 4 4 '12 0 287 Los Angeles 4 4 12 0 288 Los Angeles 4 4 12 0 289 Los Angeles 4 4 12 0 290 Los Angeles 4 4 12 0 291 Los Angeles 4 4 12 0 292 Los Angeles 4 4 12 0 293 Los Angeles 4 4 12 0 294 Los Angeles 4 4 12 0 295 Los Angeles 4 4 12 0 296 Los Angeles 4 4 12 0 297 Los Angeles 4 4 12 0 298 Los.Angeles 4 4 12 0 299 Los Angeles 4 4 12 0 300 Los Angeles 4 4 12 0 301 Los Angeles 4 4 12 0 302 Los Angeles 4 4 12 0 303 Los Angeles 4 4 12 0 304 Los Angeles 4 5 13 0 305 Los Angeles 5 5 13 0 306 Los Angeles 5 5 13 0 307 Los Angeles 5 5 13 0 308 Los Angeles 5 5 13 0 309 Los Angeles 5 5 13 0 310 Los Angeles 5 5 13 0 311 Los Angeles 5 5 13 0 312 Los Angeles 5 5 13 0 313 Los Angeles 5 5 13 1 0 314 Los Angeles 5 I J I i I u Page 6 I I NBTM TAZ CORRESPONDENCE LIST 1 1 1 u i� Ij Tier TAZ I RSA I CAA TAZ COUNTY TAZ 5 13 0 315 Los Angeles 5 5 13 0 316 Los Angeles 5 5 13 0 317 Los Angeles 5 5 13 0 318 Los Angeles 5 5 13 0 319 Los Angeles 5 5 13 0 320 Los Angeles 5 5 13 0 321 Los Angeles 5 5 13 0 322 Los Angeles 5 5 13 0 323 Los Angeles 5 5 13 0 324 Los Angeles 5 5 13 0 325 Los Angeles 5 5 13 0 326 Los Angeles 5 5 13 0 327 Los Angeles 5 5 13 0 328 Los Angeles 5 5 13 0 329 Los Angeles 5 5 13 0 330 Los Angeles 5 5 13 0 331 Los Angeles 5 5 13 0 332 Los Angeles 5 5 13 0 333 Los Angeles 5 5 13 0 334 Los Angeles 5 5 13 0 335 Los Angeles 5 5 13 0 336 Los Angeles 5 5 14 0 337 Los Angeles 5 5 14 0 338 Los Angeles 5 5 14 0 339 Los Angeles 5 5 14 0 340 Los Angeles 5 5 14 0 341 Los Angeles 5 5 14 0 342 Los Angeles 5 5 14 0 343 Los Angeles 5 5 14 0 344 Los Angeles 5 5 14 0 345 Los Angeles 5 5 14 0 346 Los Angeles 5 5 14 0 347 Los Angeles 5 5 14 0 348 Los Angeles 5 5 14 0 349 Los Angeles 5 5 14 0 350 Los Angeles 5 5 14 0 351 Los Angeles 5 5 14 0 352 Los Angeles 5 5 14 0 353 Los Angeles 5 5 14 0 354 Los Angeles 5 5 14 0 355 Los Angeles 5 5 14 0 356 Los Angeles 5 5 14 0 357 Los Angeles 5 5 14 0 358 Los Angeles 5 5 14 —0 359 Los Angeles 5 5 14 0 360 Los Angeles 5 5 14 0 361 Los Angeles 5 5 14 0 362 Los Angeles 5 5 14 0 363 Los Angeles 5 5 14 0 364 Los Angeles 5 Page 7 kq NBTM TAZ CORRESPONDENCE LIST t Tier TAZ RSA CAA TAZ COUNTY TAZ ' 5 14 0 365 Las Angeles 5 5 14 0 366 Los Angeles 5 5 14 0 367 Los Angeles 5 5 14 0 368 Los Angeles 5 , 6 15 0 369 Los,Angeles 6 6 15 0 370 Los Angeles 6 6 15 0 371 Los Angeles 6 ' 6 15 0 372 Los Angeles 6 7 16 0 373 Los Angeles 7 7 16 0 374 Los Angeles 7 7 16 0 375 Los Angeles 7 ' 7 16 0 376 Los Angeles 7 7 16 0 377 Los Angeles 7 7 16 0 378 Los Angeles 7 ' 7 16 0 379' Los Angeles 7 7 16 0 380 Los Angeles 7 7 16 0 381 Los Angeles 7 ' 7 16 0 382 Los Angeles 7 7 16 0 383 Los Angeles 7 7 16 0 384 Los Angeles 7 7 16 0 385 Los Angeles 7 ' 7 16 0 386 Los Angeles 7 7 16 0 387 Los Angeles 7 7 16 0 388 Los Angeles 7 ' 7 16 0 389 Los Angeles 7 7 16 0 390 Los Angeles 7 7 16 0 391 Los Angeles 7 , 7 16 0 392 Los Angeles 7 7 16 0 393 Los Angeles 7 7 16 0 394 Los Angeles 7 ' 7 16 0 395 _os Angeles 7 7 16 0 396 Los Angeles 7 7 16 0 397 Los Angeles 7 7 16 0 398 Los Angeles 7 ' 7 16 0 399 Los Angeles 7 7 16 0 400 Los Angeles 7 7 16 0 401 Los Angeles 7 , 7 16 0 402 Los Angeles 7 7 16 0 403 Los Angeles 7 8 17 0 404 Los Angeles 8 ' 8 17 0 405 Los Angeles 8 8 17 0 406 Los Angeles 8 8 17 0 407 Los Angeles 8 ' 8 17 0 408 Los Angeles 8 8 17 0 409 Los Angeles 8 8 17 0 410 Los Angeles 8 8 17 0 411 Los Angeles 8 ' 8 17 0 412 Los Angeles 8 8 17 0 413 Los Angeles 8 8 17 0 414 Los Angeles 8 ' Page o NBTM TAZ CORRESPONDENCE LIST C 1 t t E iJ I I� Tier TAZ I RSA CAA I TAZ COUNTY TAZ 8 17 0 415 Los Angeles 8 8 17 0 416 Los Angeles 8 8 17 0 417 Los Angeles 8 8 17 0 418 Los Angeles 8 8 17 0 419 Los Angeles 8 8 17 0 420 Los Angeles 8 8 17 0 421 Los Angeles 8 8 17 0 422 Los Angeles 8 8 17 0 423 Los Angeles 8 8 17 0 424 Los Angeles 8 8 17 0 425 Los Angeles 8 8 17 0 426 Los Angeles 8 8 17 0 427 Los Angeles 8 8 17 0 428 Los Angeles 8 8 17 0 429 Los Angeles 8 8 17 0 430 Los Angeles 8 8 17 0 431 Los Angeles 8 8 17 0 432 Los Angeles 8 8 17 0 433 Los Angeles 8 8 17 0 434 Los Angeles 8 8 17 0 435 Los Angeles 8 8 17 0 436 Los Angeles 8 8 17 0 437 Los Angeles 8 8 17 0 438 Los Angeles 8 8 17 0 439 Los Angeles 8 8 17 0 440 Los Angeles 8 8 17 0 441 Los Angeles 8 8 17 0 442 Los Angeles 8 8 17 0 443 Los !',ngeles 8 8 17 0 444 Los Angeles 8 8 17 0 445 Los Angeles 8 8 17 0 446 Los Angeles 8 8 17 0 447 Los Angeles 8 8 17 0 448 Los Angeles 8 8 17 0 449 Los Angeles 8 8 17 0 450 Los Angeles 8 8 17 0 451 Los Angeles 8 8 17 0 452 Los Angeles 8 8 17 0 453 Los Angeles 8 8 17 0 454 Los Angeles 8 8 17 0 455 Los Angeles 8 8 17 0 456 Los Angeles 8 8 17 0 . 457 Los Angeles 8 8 17 0 458 Los Angeles 8 8 17 P 459 Los Angeles 8 8 17 0 460 Los Angeles 8 8 17 0 461 Los Angeles 8 8 17 0 462 Los Angeles 8 8 17 0 463 Los Angeles 8 8 17 0 464 Los Angeles 8 Page NP B NBTM TAZ CORRESPONDENCE LIST ', erOCTA TAZ RSA CAA TAZ COUNTY TAZ 8 17 0 465 Los Angeles 8 8 17 0 466 Los Angeles 8 8 17 0 467 Los Angeles 8 8 17 0 468 Los Angeles 8 8 17 0 469 Los Angeles 8 8 17 0 470 Los Angeles 8 8 17 0 471 Los Angeles 8 8 17 0 472 Los Angeles 8 8 17 0 473 Los Angeles 8 8 17 0 474 Los Angeles 8 8 17 0 475 Los Angeles 8 8 17 0 476 Los Angeles 8 8 17 0 477 Los Angeles 8 8 17 0 478 Los Angeles 8 8 17 0 479 Los Angeles 8 8 17 0 480 Los Angeles 8 8 17 0 481 Los Angeles 8 8 17 0 482 Los Angeles 8 8 17 0 483 Los Angeles 8 8 17 0 484 Los Angeles 8 8 17 0 485 Los Angeles 8 8 17 0 486 Los Angeles 8 8 17 0 487 Los Angeles 8 8 17 0 488 Los Angeles 8 8 17 0 489 Los Angeles 8 8 17 0 490 Los Angeles 8 8 17 0 491 Los -Angeles 8 8 17 0 492 Los Angeles 8 8 17 0 493 Los Angeles 8 8 17 0 494 Los Angeles 8 8 17 0 495 Los Angeles 8 8 17 0 496 Los Angeles 8 8 17 0 497 Los Angeles 8 8 17• 0 500 Los Angeles 8 8 17 0 501 Los Angeles 8 8 17 0 502 Los Angeles 8 8 17 0 503 Los Angeles 8 9 17 0 498 Los Angeles 9 9 17 0 499 Los Angeles 9 9 18 0 504 Los Angeles 9 9 18 0 505 Los Angeles 9 9 18 0 506 Los Angeles 9 9 18 0 507 Los Angeles 9 9 18 0 508 Los Angeles 9 9 18 0 509 Los Angeles 9 9 18 0 510 Los Angeles 9 9 18 0 511 Los Angeles 9 9 18 0 512 Los Angeles 9 9 18 0 513 Los Angeles 9 9 18 0 514 Los Angeles 9 J 1 0 I F CI Page 10 Nt-L I NBTM TAZ CORRESPONDENCE LIST I 1 C� Tier TAZ RSA CAA TAZ COUNTY TAZ 9 18 0 515 Los Angeles 9 9 18 0 516 Los Angeles 9 9 18 0 517 Los Angeles 9 9 18 0 518 Los Angeles 9 9 18 0 519 Los Angeles 9 9 18 0 520 Los Angeles 9 9 18 0 521 Los Angeles 9 9 18 0 522 Los Angeles 9 9 18 0 523 Los Angeles 9 9 18 0 524 Los Angeles 9 9 18 0 525 Los Angeles 9 9 18 0 526 Los Angeles 9 9 18 0 527 Los Angeles 9 9 18 0 528 Los Angeles 9 9 18 0 529 Los Angeles 9 9 18 0 530 Los Angeles 9 9 18 0 531 Los Angeles 9 9 18 0 532 Los Angeles 9 9 18 0 533 Los Angeles 9 9 18 0 534 Los Angeles 9 9 18 0 535 Los Angeles 9 9 18 0 536 Los Angeles 9 9 18 0 537 Los Angeles 9 9 18 0 538 Los Angeles 9 9 18 0 539 Los Angeles 9 9 18 0 540 Los Angeles 9 9 18 0 541 Los Angeles 9 9 18 0 542 Los Angeles 9 9 1.8 0 543 Los Angeles 9 9 18 0 544 Los Angeles 9 9 18 0 545 Los Angeles 9 9 18 0 546 Los Angeles 9 9 18 0 547 Los Angeles 9 9 18 0 548 Los Angeles 9 9 18 0 549 Los Angeles 9 9 18 0 550 Los Angeles 9 9 18 0 551 Los Angeles 9 9 18 0 552 Los Angeles 9 9 18 0 553 Los Angeles 9 9 18 0 554 Los Angeles 9 9 18 0 555 Los Angeles 9 9 18 0 556 Los Angeles 9 10 19 0 557 Los Angeles 10 10 19 0 558 Los Angeles 10 10 19 0 559 Los Angeles 10 10 19 0 560 Los Angeles 10 10 19 0 561 Los Angeles 10 10 19 0 562 Los Angeles 10 10 19 0 563 Los Angeles 10 10 19 0 564 Los Angeles 10 Page 11 pv 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NBTM TAZ CORRESPONDENCE LIST vier TAZ RSA CAA TAZ COUNTY TAZ 10 19 0 565 Los Angeles 10 10 19 0 566 Los Angeles 10 10 19 0 567 Los Angeles 10 10 19 0 568 Los Angeles 10 10 19 0 569 Los Angeles 10 10 19 0 570 Los Angeles 10 10 19 0 571 Los Angeles 10 10 19 0 572 Los Angeles 10 10 19 0 573 Los Angeles 10 10 19 0 574 Los Angeles 10 10 19 0 575 Los Angeles 10 10 19 0 576 Los Angeles 10 10 19 0 577 Los Angeles 10 10 19 0 578 Los Angeles 10 10 19 0 579 Los Angeles 10 10 19 0 ' 580 Los Angeles 10 10 19 0 581 Los Angeles 10 10 19 0 582 Los Angeles 10 10 19 0 583 Los Angeles 10 10 19 0 584 Los Angeles 10 10 19 0 585 Los Angeles 10 10 19 0 586 Los Angeles 10 10 19 0 587 Los Angeles 10 10 19 0 588 Los Angeles 10 10 19 0 589 Los Angeles 10 10 19 0 590 Los Angeles 10 10 19 0 591 Los Angeles 10 10 19 0 592 Los Angeles 10 10 19 0 593 Los Angeles 10 10 19 0 594 Los Angeles 10 10 19 0 595 Los Angeles 10 10 19 0 596 'Los Angeles 10 10 19 0 597 Los Angeles 10 11 20 0 623 Los Angeles 11 11 20 0 624 Los Angeles 11 11 20 0 625 Los Angeles 11 11 20 0 626 Los Angeles 11 11 20 0 627 Los Angeles 11 11 20 0 631 Los Angeles 11 11 20 0 632 Los Angeles 11 11 20 0 633 Los Angeles 11 11 20 0 634 Los Angeles 11 11 20 0 635 Los Angeles 11 11 20 0 636 Los Angeles 11 12 20 0 609 Los Angeles 12 12 20 0 610 Los Angeles 12 12 20 0 615 Los Angeles 12 12 20 0 616 Los Angeles 12 12 20 0 617 Los Angeles 12 12 20 0 618 Los Angeles 12 I I t H p I Page 12 P��LA NBTM TAZ CORRESPONDENCE LIST GI I J' LJ u u F u p Tier TAZ RSA CAA TAZ COUNTY TAZ 12 20 0 619 Los Angeles 12 12 20 0 620 Los Angeles 12 12 20 0 622 Los Angeles 12 12 20 0 628 Los Angeles 12 12 20 0 629 Los Angeles 12 12 20 0 630 Los Angeles 12 13 20 0 612 Los Angeles 13 13 20 0 613 Los Angeles 13 13 20 0 614 Los Angeles 13 13 20 0 621 Los Angeles 13 14 20 0 598 Los Angeles 14 14 20 0 599 Los Angeles 14 14 20 0 601 Los Angeles 14 14 20 0 602 Los Angeles 14 14 20 0 603 Los Angeles 14 14 20 0 607 Los Angeles 14 14 20 0 608 Los Angeles 14 14 20 0 611 Los Angeles 14 15 20 0 600 Los Angeles 15 15 20 0 604 Los Angeles 15 15 20 0 605 Los Angeles 15 15 20 0 606 Los Angeles 15 16 21 0 637 Los Angeles 16 16 21 0 638 Los Angeles 16 16 21 0 639 Los Angeles 16 16 21 0 640 Los Angeles 16 16 21 0 641 Los Angeles 16 16 21 0 642 Los Angeles 16 16 21 0 643 Los Angeles 16 16 21 0 644 Los Angeles 16 16 21 0 645 Los Angeles 16 16 21 0 646 Los Angeles 16 16 21 0 647 Los Angeles 16 16 21 0 648 Los Angeles 16 16 21 0 649 Los Angeles 16 16 21 0 650 Los Angeles 16 16 21 0 651 Los Angeles 16 16 21 0 652 Los Angeles 16 16 21 0 653 Los Angeles 16 16 21 0 654 Los Angeles 16 16 21 0 655 Los Angeles 16 16 21 0 656 Los Angeles 16 16 21 0 657 Los Angeles 16 16 21 0 658 Los Angeles 16 16 21 p 659 Los Angeles 16 16 21 0 660 Los Angeles 16 16 21 0 661 Los Angeles 16 16 21 0 662 Los Angeles 16 16 21 0 663 Los Angeles 16 16 21 0 664 Los Angeles 16 1 Page 13 AA45 NBTM TAZ CORRESPONDENCE LIST u ier TAZ RSA CAA TAZ COUNTY TAZ 16 21 0 665 Los Angeles 16 16 21 0 666 Los Angeles 16 16 21 0 667 Los Angeles 16 16 21 0 668 Los Angeles 16 16 21 0 669 Los Angeles 16 16 21 0 670 Los Angeles 16 16 21 0 671 Los Angeles 16 16 21 0 672 Los Angeles 16 16 21 0 673 Los Angeles 16 16 21 0 674 Los Angeles 16 16 21 0 675 Los Angeles 16 16 21 0 676 Los Angeles 16 16 21 0 677 Los Angeles 16 16 21 0 678 Los Angeles 16 16 21 0 679 Los Angeles 16 16 21 0 680 Los Angeles 16 16 21 0 681 Los Angeles 16 16 21 0 682 Los Angeles 16 16 21 0 683 Los Angeles 16 16 21 0 684 Los Angeles 16 16 21 0 685 Los Angeles 16 16 21 0 686 Los Angeles 16 16 21 0 687 Los Angeles 16 16 21 0 688 Los Angeles 16 16 21 0 689 Los Angeles 16 16 21 0 690 Los Angeles 16 16 21 0 691 Los Angeles 16 16 21 0 692 Los Angeles 16 16 21 0 693 Los Angeles 16 16 21 0 694 Los Angeles 16 16 21 0 695 Los Angeles 16 16 21 0 696 Los Angeles 16 16 21 0 697 Los Angeles 16 16 21 0 698 Los Angeles 16 16 21 0 699 Los Angeles 16 16 21 0 700 Los Angeles 16 16 21 0 701 Los Angeles 16 16 21 0 702 Los Angeles 16 16 21 0 703 Los Angeles 16 16 21 0 104 Los Angeles 16 16 21 0 705 Los Angeles 16 16 21 0 706 Los Angeles 16 16 21 0 707 Los Angeles 16 16 21 0 708 Los Angeles 16 16 21 0 709 Los Angeles 16 16 21 0 710 Los Angeles 16 16 21 0 711 Los Angeles 16 16 21 0 712 Los Angeles 16 16 21 0 715 Los Angeles 16 16 21 0 716 Los Angeles 16 L_J J I I t I F Page 14 NUP NBTM TAZ CORRESPONDENCE LIST LI I !J iI Tier TAZ RSA CAA TAZ COUNTY TAZ 16 21 0 717 Los Angeles 16 16 21 0 718 Los Angeles 16 16 21 0 719 Los Angeles 16 16 21 0 736 Los Angeles 16 17 21 0 713 Los Angeles 17 17 21 0 714 Los Angeles 17 17 21 0 720 Los Angeles 17 17 21 0 721 Los Angeles 17 17 21 0 722 Los Angeles 17 17 21 0 723 Los Angeles 17 17 21 0 724 Los Angeles 17 17 21 0 725 Los Angeles 17 17 21 0 726 Los Angeles 17 17 21 0 727 Los Angeles 17 17 21 0 728 Los Angeles 17 17 21 0 729 Los Angeles 17 17 21 0 730 Los Angeles 17 17 21 0 731 Los Angeles 17 17 21 0 732 Los Angeles 17 17 21 0 733 Los Angeles 17 17 21 0 734 Los Angeles 17 17 21 0 735 Los Angeles 17 18 22 0 789 Los Angeles 18 18 22 0 791 Los Angeles 18 18 22 0 793 Los Angeles 18 18 22 0 794 Los Angeles 18 19 22 0 763 Los Angeles 19 19 22 0 764 Los Angeles 19 19 22 0 773 Los Angeles 19 19 22 0 774 Los Angeles 19 19 22 0 775 Los Angeles 19 19 22 0 784 Los Angeles 19 19 22 0 785 Los; Angeles 19 19 22 0 790 Los Angeles 19 19 22 0 795 Los Angeles 19 20 22 0 776 Los Angeles 20 20 22 0 777 Los Angeles 20 21 22 0 778 Los Angeles 21 21 22 0 779 Los Angeles 21 21 22 0 786 Los Angeles 21 21 22 0 787 Los Angeles 21 22 22 0 749 Los Angeles 22 22 22 0 750 Los Angeles 22 22 22 0 754 Los Angeles 22 22 22 0 755 Los Angeles 22 22 22 0 756 Los Angeles 22 22 22 0 760 Los Angeles 22 22 22 0 761 Los Angeles 22 22 22 0 762 Los Angeles 22 22 22 0 770 Los Angeles 22 Page 15 P`1 NBTM TAZ CORRESPONDENCE LIST I Tier TAZ RSA CAA TAZ COUNTY TAZ 22 22 0 771 Los Angeles 22 22 22 0 772 Los Angeles 22 22 22 0 781 Los Angeles 22 22 22 0 782 Los Angeles 22 22 22 0 783 Los Angeles 22 22 22 0 788 Los Angeles 22 23 22 0 740 Los Angeles 23 23 22 0 744 Los Angeles 23 23 22 0 745 Los Angeles 23 23 22 0 746 Los Angeles 23 23 22 0 747 Los Angeles 23 23 22 0 751 Los Angeles 23 23 22 0 752 Los Angeles 23 23 22 0 757 Los Angeles 23 23 22 0 758 Los Angeles 23 23 22 0 759 Los Angeles 23 23 22 0 765 Los Angeles 23 23 22 0 766 Los Angeles 23 23 22 0 767 Los Angeles 23 23 22 0 768 Los Angeles 23 23 22 0 769 Los Angeles 23 23 22 0 780 Los Angeles 23 24 22 0 737 Los -Angeles 24 24 22 0 738 Los Angeles 24 24 22 0 739 Los Angeles 24 24 22 0 741 Los Angeles 24 24 22 0 742 Los Angeles 24 24 22 0 743 Los Angeles 24 24 22 0 748 Los Angeles 24 24 22 0 753 Los Angeles 24 25 22 0 792 Los Angeles 25 26 23 0 796 Los Angeles 26 26 23 0 797 Los Angeles 26 26 23 0 798 Los Angeles 26 26 23 0 799 Los Angeles 26 26 23 0 800 Los Angeles 26 26 23 0 801 Los Angeles 26 26 23 0 802 Los Angeles 26 26 23 0 803 Los Angeles 26 26 23 0 804 Los Angeles 26 26 23 0 805 Los Angeles 26 26 23 0 806 Los Angeles 26 26 23 0 807 Los Angeles 26 26 23 0 808 Los Angeles 26 26 23 0 809 Los Angeles 26 26 23 0 810 Los Angeles 26 26 23 0 811 Los Angeles 26 26 23 0 812 Los Angeles 26 26 23 0 813 Los Angeles 26 26 23 0 814 Los Angeles 26 0 J I H u h I 1 Page 166 P- F LJ NBTM TAZ CORRESPONDENCE LIST 1 I L 1 —Tier TAZ RSA CAA TAZ COUNTY TAZ 26 23 0 815 Los Angeles 26 26 23 0 816 Los Angeles 26 26 23 0 817 Los Angeles 26 26 23 0 818 Los Angeles 26 26 23 0 819 Los Angeles 26 26 23 0 820 Los Angeles 26 26 23 0 821 Los Angeles 26 26 23 0 822 Los Angeles 26 27 24 0 823 Los Angeles 27 27 24 0 824 Los Angeles 27 27 24 0 825 Los Angeles 27 27 24 0 826 Los Angeles 27 27 24 0 827 Los Angeles 27 27 24 0 828 Los Angeles 27 27 24 0 829 Los Angeles 27 27 24 0 830 Los Angeles 27 27 24 0 831 Los Angeles 27 27 24 0 832 Los Angeles 27 27 24 0 833 Los Angeles 27 27 24 0 834 Los Angeles 27 27 24 0 835 Los Angeles 27 27 24 0 836 Los Angeles 27 27 24 0 837 Los Angeles 27 27 24 0 838 Los Angeles 27 27 24 0 839 Los Angeles 27 27 24 0 840 Los Angeles 27 27 24 0 841 Los Angeles 27 27 24 0 842 Los Angeles 27 27 24 0 843 Los Angeles 27 27 24 0 844 Los Angeles 27 27 24 0 845 Los Angeles 27 27 24 0 846 Los Angeles 27 27 24 0 847 Los Angeles 27 27 24 0 848 Los Angeles 27 27 24 0 849 Los Angeles 27 27 24 0 850 Los Angeles 27 27 24 0 851 Los Angeles 27 27 24 0 852 Los Angeles 27 27 24 0 853 Los Angeles 27 27 24 0 854 Los Angeles 27 27 24 0 '855 Los Angeles 27 27 24 0 856 Los Angeles 27 27 24 0 857 Los Angeles 27 27 24 0 858 Los Angeles 27 27 24 p 859 Los Angeles 27 27 24 0 860 Los Angeles 27 27 24 0 861 Los Angeles 27 27 24 0 862 Los Angeles 27 27 24 0 863 Los Angeles 27 27 24 0 864 Los Angeles 27 Page 17 N kl� NBTM TAZ CORRESPONDENCE LIST Tier TAZ RSA CAA TAZ COUNTY TAZ 27 24 0 865 Los Angeles 27 27 24 0 866 Los Angeles 27 27 24 0 867 Los Angeles 27 27 24 0 868 Los Angeles 27 27 24 0 869 Los Angeles 27 27 24 0 870 Los Angeles 27 27 24 0 871 Los Angeles 27 28 25 0 872 Los Angeles 28 28 25 0 873 Los Angeles 28 28 25 0 874 Los Angeles 28 28 25 0 875 Los Angeles 28 28 25 0 876 Los Angeles 28 28 25 0 877 Los Angeles 28 28 25 0 878 Los Angeles 28 28 25 0 879 Los Angeles 28 28 25 0 880 Los Angeles 28 28 25 0 881 Los Angeles 28 28 25 0 882 Los Angeles 28 28 25 0 883 Los Angeles 28 28 25 0 884 Los Angeles 28 28 25 0 885 Los Angeles 28 28 25 0 886 Los Angeles 28 28 25 0 887 Los Angeles 28 28 25 0 888 Los Angeles 28 28 25 0 889 Los Angeles 28 28 25 0 890 Los Angeles 28 28 25 0 891 Los Angeles 28 28 25 0 892 Los Angeles 28 28 25 0 893 Los Angeles 28 28 25 0 894 Los Angeles 28 28 25 0 895 Los Angeles 28 28 25 0 896 Los Angeles 28 28 25 0 897 Los Angeles 28 28 25 0 898 Los Angeles 28 28 25 0 899 Los Angeles 28 28 25 0 900 Los Angeles 28 28 25 0 901 Los Angeles 28 28 25 0 902 Los Angeles 28 28 25 0 903 Los Angeles 28 28 25 0 904 Los Angeles 28 28 25 0 905 Los Angeles 28 28 25 0 906 Los Angeles 28 28 25 0 907 Los Angeles 28 28 25 0 908 Los Angeles 28 28 25 0 909 Los Angeles 28 28 25 0 910 Los Angeles 28 28 25 0 911 Los Angeles 28 28 25 0 912 Los Angeles 28 28 25 0 913 Los Angeles 28 28 25 0 914 Los Angeles 28 Page 18 Azo u NBTM TAZ CORRESPONDENCE LIST I I Id F k I u 0 I I I Fi 11 IJ I Tier TAZ RSA CAA TAZ COUNTY TAZ 28 25 0 915 Los Angeles 28 28 25 0 916 Los Angeles 28 28 25 0 917 Los Angeles 28 28 25 0 918 Los Angeles 28 28 25 0 919 Los Angeles 28 28 25 0 920 Los Angeles 28 28 25 0 921 Los Angeles 28 28 25 0 922 Los Angeles 28 28 25 0 923 Los Angeles 28 28 25 0 924 Los Angeles 28 28 25 0 925 Los Angeles 28 28 25 0 926 Los Angeles 28 28 25 0 927 Los Angeles 28 28 25 0 928 Los Angeles 28 28 25 0 929 Los Angeles 28 28 25 0 930 Los Angeles 28 28 25 0 931 Los Angeles 28 28 25 0 932 Los Angeles 28 28 25 0 933 Los Angeles 28 28 25 0 934 Los Angeles 28 28 25 0 935 Los Angeles 28 28 25 0 936 Los Angeles 28 28 25 0 937 Los Angeles 28 28 25 0 938 Los Angeles 28 28 25 0 939 Los Angeles 28 28 25 0 940 Los Angeles 28 28 25 0 941 Los Angeles 28 28 25 0 942 Los Angeles 28 29 26 0 976 Los Angeles 29 29 26 0 981 Los Angeles 29 29 26 0 982 Los Angeles 29 29 26 0 983 Los Angeles 29 29 26 0 989 Los Angeles 29 30 26 0 984 Los Angeles 30 30 26 0 985 Los Angeles 30 30 26 0 988 Los Angeles 30 31 26 0 979 Los Angeles 31 31 26 0 986 Los Angeles 31 31 26 0 987 Los Angeles 31 31 26 0 992 Los Angeles 31 32 26 0 963 Los Angeles 32 32 26 0 964 Los Angeles 32 32 26 0 965 Los Angeles 32 32 26 0 968 Los Angeles 32 32 26 0 969 Los Angeles 32 32 26 0 970 Los Angeles 32 32 26 0 971 Los Angeles 32 32 26 0 972 Los Angeles 32 32 26 0 973 Los Angeles 32 32 26 0 974 Los Angeles 32 L Page 19 P NBTM TAZ CORRESPONDENCE LIST I Tier TAZ RSA CAA TAZ COUNTY TAZ 32 26 0 975 Los Angeles 32 ' 32 26 0 977 Los Angeles 32 32 26 0 978 Los Angeles 32 _ 32 26 0 980 Los Angeles 32 32 26 0 990 Los Angeles 32 32 26 0 991 Los Angeles 32 33 26 0 943 Los Angeles 33 33 26 0 944 Los Angeles 33 33 26 0 945 Los Angeles 33 33 26 0 946 Los Angeles 33 33 26 0 947 Los Angeles 33 33 26 0 948 Los Angeles 33 33 26 0 949 Los Angeles 33 33 26 0 950 Los Angeles 33 33 26 0 951 Los Angeles 33 33 26 0 952 Los Angeles 33 33 26 0 953 Los Angeles 33 33 26 0 954 Los Angeles 33 33 26 0 955 Los Angeles 33 33 26 0 956 Los Angeles 33 33 26 0 957 Los Angeles 33 33 26 0 958 Los Angeles 33 33 26 0 959 Los Angeles 33 33 26 0 960 Los Angeles 33 33 26 0 961 Los Angeles 33 33 26 0 962 Los Angeles 33 33 26 0 966 Los Angeles 33 33 26 0 967 Los Angeles 33 34 27 0 993 Los An+,lelt�s 34 34 27 0 994 Los Angeles 34 34 27 0 995 Los Angeles 34 34 34 27 27 0 0 996 997 Los Angeles Los Angeles 34 34 34 27 0 998 Los Angeles 34 34 27 0 999 Los Angeles 34 34 27 0 1000 Los Angeles 34 34 27 0 1001 Los Angeles 34 34 27 0 1002 Los Angeles 34 34 27 0 1003 Los Angeles 34 34 27 0 1004 Los Angeles 34 34 27 0 1005 Los Angeles 34 34 27 0 1006 Los Angeles 34 34 27 0 1007 Los Angeles 34 ' 34 27 0 1008 Los Angeles 34 34 27 0 1009 Los Angeles 34 34 27 0 1010 Los Angeles 34 35 28 0 1018 San Bernardino 35 35 28 0• 1054 San Bernardino 35 35 28 0 1055 San Bernardino 35 35 28 0 1061 San Bernardino 35 Page ' /�r222. 11 NBTM TAZ CORRESPONDENCE LIST I I I u F [1 �J Tier TAZ RSA CAA TAZ COUNTY TAZ 36 28 0 1039 San Bernardino 36 36 28 0 1040 San Bernardino 36 36 28 0 1041 San Bernardino 36 36 28 0 1049 San Bernardino 36 36 28 0 1050 San Bernardino 36 36 28 0 1051 San Bernardino 36 36 28 0 1052 San Bernardino 36 36 28 0 1053 San Bernardino 36 36 28 0 1062 San Bernardino 36 37 28 0 1023 San Bernardino 37 37 28 0 1029 San Bernardino 37 37 28 0 1030 San Bernardino 37 37 28 0 1031 San Bernardino 37 37 28 0 1033 San Bernardino 37 37 28 0 1034 San Bernardino 37 37 28 0 1035 San Bernardino 37 37 28 0 1036 San Bernardino 37 37 28 0 1037 San Bernardino 37 37 28 0 1038 San Bernardino 37 37 28 0 1042 San Bernardino 37 37 28 0 1043 San Bernardino 37 37 28 0 1059 San Bernardino 37 37 28 0 1064 San Bernardino 37 37 28 0 1066 San Bernardino 37 38 28 0 1011 San Bernardino 38 38 28 0 1012 San Bernardino 38 38 28 0 1013 San Bernardino 38 38 28 0 1014 San Bernardino 38 38 28 0 1015 San Bernardino 38 38 28 0 1016 San Bernardino 38 38 28 0 1017 San Bernardino 38 38 28 0 1019 San Bernardino 38 38 28 0 1020 San Bernardino 38 38 28 0 1021 San Bernardino 38 38 28 0 1022 San Bernardino 38 38 28 0 1024 San Bernardino 38 38 28 0 1025 San Bernardino 38 38 28 0 1026 San Bernardino 38 38 28 0 1027 San Bernardino 38 38 28 0 1028 San Bernardino 38 38 28 0 1032 San Bernardino 38 38 28 0 1044 San Bernardino 38 38 28 0 1045 San Bernardino 38 38 28 0 1046 San Bernardino 38 38 28 0 1047 San Bernardino 38 38 28 0 1048 San Bernardino 38 38 28 0 1056 San Bernardino 38 38 28 0 1057 San Bernardino 38 38 28 0 1058 San Bernardino 38 38 28 0 1060 San Bernardino 38 f Page 21� Az NBTM TAZ CORRESPONDENCE LIST ier TAZ RSA CAA TAZ COUNTY TAZ 38 28 0 1063 San Bernardino 38 38 28 0 1065 San Bernardino 38 39 29 0 1067 San Bernardino 39 39 29 0 1068 San Bernardino 39 39 29 0 1069 San Bernardino 39 39 29 0 1070 San Bernardino 39 39 29 0 1071 San Bernardino 39 39 29 0 1072 San Bernardino 39 39 29 0 1073 San Bernardino 39 39 29 0 1074 San Bernardino 39 39 29 0 1075 San Bernardino 39 39 29 0 1076 San Bernardino 39 39 29 0 1077 San Bernardino 39 39 29 0 1078 San Bernardino 39 39 29 0 1079 San Bernardino 39 39 29 0 1080 San Bernardino 39 39 29 0 1081 San Bernardino 39 39 29 0 1082 San Bernardino 39 39 29 0 1083 San Bernardino 39 39 29 0 1084 San Bernardino 39 39 29 0 1085 San Bernardino 39 39 29 0 1086 San Bernardino 39 39 29 0 1087 San Bernardino 39 39 29 0 1088 San Bernardino 39 39 29 0 1089 San Bernardino 39 39 29 0 1090 San Bernardino 39 39 29 0 1091 San Bernardino 39 39 29 0 1092 San Bernardino 39 39 29 0 1093 San Bernardino 39 39 29 0 1094 San Bernardino 39 39 29 0 1095 San Bernardino 39 39 29 0 1096 San Bernardino 39 39 29 0 1097 San Bernardino 39 39 29 0 1098 San Bernardino 39 39 29 0 1099 San Bernardino 39 39 29 0 1100 San Bernardino 39 39 29 0 1101 San Bernardino 39 39 29 0 1102 San Bernardino 39 39 29 0 1103 San Bernardino 39 39 29 0 1104 San Bernardino 39 39 29 0 1105 San Bernardino 39 39 29 0 1106 San Bernardino 39 39 29 • 0 1107 San Bernardino 39 39 29 0 1108 San Bernardino 39 39 29 0 1109 San Bernardino 39 39 29 0 1110 San Bernardino 39 39 29 0 1111 San Bernardino 39 39 29 0 1 i 12 San Bernardino 39 39 29 0 1113 San Bernardino 39 39 29 0 1114 San Bernardino 39 i I E I r Page 22 P-z4 I i NBTM TAZ CORRESPONDENCE LIST I I I u Tier TAZ RSA CAA TAZ COUNTY TAZ 39 29 0 1115 San Bernardino 39 39 29 0 1116 San Bernardino 39 39 29 0 1117 San Bernardino 39 39 29 0 1118 San Bernardino 39 39 29 0 1119 San Bernardino 39 39 29 0 1120 San Bernardino 39 39 29 0 1121 San Bernardino 39 39 29 0 1122 San Bernardino 39 39 29 0 1123 San Bernardino 39 39 29 0 1124 San Bernardino 39 39 29 0 1125 San Bernardino 39 39 29 0 1126 San Bernardino 39 39 29 0 1127 San Bernardino 39 39 29 0 1128 San Bernardino 39 39 29 0 1129 San Bernardino 39 39 29 0 1130 San Bernardino 39 39 29 0 1131 San Bernardino 39 39 29 0 1132 San Bernardino 39 39 29 0 1133 San Bernardino 39 39 29 0 1134 San Bernardino 39 39 29 0 1135 San Bernardino 39 39 29 0 1136 San Bernardino 39 39 29 0 1137 San Bernardino 39 39 29 0 1138 San Bernardino 39 39 29 0 1139 San Bernardino 39 39 29 0 1140 San Bernardino 39 39 29 0 1141 San Bernardino 39 15 Cordon 40 16 Cordon 40 17 Cordon 40 18 Cordon 40 19 Cordon 40 40 30 0 1142 San Bernardino 40 40 30 0 1143 San Bernardino 40 40 30 0 1144 San Bernardino 40 40 30 0 1145 San Bernardino 40 40 30 0 1146 San Bernardino 40 40 30 0 1147 San Bernardino 40 40 30 0 1148 San Bernardino 40 40 30 0 1149 San Bernardino 40 40 30 0 1150 San Bernardino 40 40 30 0 1151 San Bernardino 40 40 30 0 1152 San Bernardino 40 40 30 0 1153 San Bernardino 40 40 30 0 1154 San Bernardino 40 40 30 0 1155 San Bernardino 40 40 30 0 1156 San Bernardino 40 40 30 0 1157 San Bernardino 40 40 30 0 1158 San Bernardino 40 40 30 0 1159 San Bernardino 40 Page 23 P�� II L NBTM TAZ CORRESPONDENCE LIST Tier TAZ RSA CAA TAZ COUNTY TAZ 41 45 0 1160 Riverside 41 41 45 0 1161 Riverside 41 41 45 0 1162 Riverside 41 41 45 0 1163 Riverside 41 41 45 0 1164 Riverside 41 41 45 0 1165 Riverside 41 41 45 0 1166 Riverside 41 41 45 0 1167 Riverside 41 41 45 0 1168 Riverside 41 41 45 0 1169 Riverside 41 41 45 0 1170 Riverside 41 41 45 0 1171 Riverside 41 41 45 0 1172 Riverside 41 41 45 0 1173 Riverside 41 41 45 0 1174 Riverside 41, 42 46 0 1175 Riverside 42 42 46 0 1176 Riverside 42 42 46 0 1177 Riverside 42 42 46 0 1178 Riverside 42 42 46 0 1179 Riverside 42 42 46 0 1180 Riverside 42 42 46 0 1181 Riverside 42 42 46 0 1182 Riverside 42 42 46 0 1183 Riverside 42 42 46 0 1184 Riverside 42 42 46 0 1185 Riverside 42 42 46 0 1186 Riverside 42 42 46 0 1194 Riverside 42 42 46 0 ' 1195 Riverside 42 42 46 0 1196 Riverside 42 42 46 0 1197 Riverside 42 42 46 0 1198 Riverside 42 42 46 0 1199 Riverside 42 42 46 0 1200 Riverside 42 42 46 0 1201 Riverside 42 42 46 0 1202 Riverside 42 42 46 0 1205 Riverside 42 42 46 0 1206 Riverside 42 42 46 0 1207 Riverside 42 42 46 0 1208 Riverside 42 42 46 0 1209 Riverside 42 42 46 0 1210 Riverside 42 42 46 0 1211 Riverside 42 42 46 0 V13 Riverside 42 42 46 0 1214 Riverside 42 42 46 G 15 Riverside 42 42 46 0 _ 16 Riverside 42 42 46 0 1217 Riverside 42 42 46 0 1218 Riverside 42 42 46 0 1219 Riverside 42 Page 24 PQ.W I NBTM TAZ CORRESPONDENCE LIST I I I u Tier TAZ RSA CAA TAZ COUNTY TAZ 42 46 0 1220 Riverside 42 42 46 0 1221 Riverside 42 42 46 0 1222 Riverside 42 42 46 0 1223 Riverside 42 42 46 0 1225 Riverside 42 42 46 0 1226, Riverside 42 43 46 0 1187 Riverside 43 43 46 0 1188 Riverside 43 43 46 0 1189 Riverside 43 43 46 0 1190 Riverside 43 43 46 0 1191 Riverside 43 43 46 0 1192 Riverside 43 43 46 0 1193 Riverside 43 43 46 0 1203 Riverside 43 43 46 0 1204 Riverside 43 43 46 0 1212 Riverside 43 43 46 0 1224 Riverside 43 43 46 0 1227 Riverside 43 44 47 0 1228 Riverside 44 44 47 0 1229 Riverside 44 44 47 0 1230 Riverside 44 44 47 0 1231 Riverside 44 44 47 0 1232 Riverside 44 44 47 0 1233 Riverside 44 44 47 0 1234 Riverside 44 44 47 0 1235 Riverside 44 44 47 0 1236 Riverside 44 44 47 0 1237 Riverside 44 44 47 0 1238 .Riverside 44 44 47 0 1239 Riverside 44 44 47 0 1240 Riverside 44 44 47 0 1241 Riverside 44 22 Cordon 45 45 48 0 1242 Riverside' 45 45 48 0 1243 Riverside 45 45 48 0 1244 Riverside 45 45 48 0 1245 Riverside 45 45 48 0 1246 Riverside 45 45 48 0 1247 Riverside 45 45 48 0 1248 Riverside 45 45 48 0 1249 Riverside 45 45 48 0 1250 Riverside 45 45 48 0 1251 Riverside 45 45 48 0 1252 Riverside 45 45 48 0 1253 Riverside 45 45 48 0 1254 Riverside 45 45 48 0 1255 Riverside 45 23 Cordon 46 24 Cordon 46 25 Cordon 46 Page 25 Nk l NBTM TAZ CORRESPONDENCE LIST 11 ier TAZ RSA CAA TAZ COUNTY TAZ 26 Cordon 46 27 Cordon 46 46 49 0 1256 Riverside 46 46 49 0 1257 Riverside 46 46 49 0 1258 Riverside 46 46 49 0 1259 Riverside 46 46 49 0 1260 Riverside 46 46 49 0 1261 Riverside 46 46 49 0 1262 Riverside 46 46 49 0 1263 Riverside 46 46 49 0 1264 Riverside 46 46 49 0 1265 Riverside 46 46 49 0 1266 Riverside 46 20 Cordon 47 21 Cordon 47 47 50 0 1267 Riverside 47 47 50 0 1268 Riverside 47 47 50 0 1269 Riverside 47 47 50 0 1270 Riverside 47 47 50 0 1271 Riverside 47 47 50 0 1272 Riverside 47 47 50 0 1273 Riverside 47 47 50 0 1274 Riverside 47 47 50 0 1275 Riverside 47 47 50 0 1276 Riverside 47 47 50 0 1277 Riverside 47 47 50 0 1278 Riverside 47 47 50 0 1279 Riverside 47 47 50 0 1280 Riverside 47 47 50 0 1281 Riverside 47 47 50 0 1282 Riverside 47 49 35 11 1530 Orange 48 49 35 11 1531 Orange 48 49 35 11 1532 Orange 48 49 35 11 1533 Orange 48 49 35 11 1534 Orange 48 49 35 11 1535 Orange 48 49 35 11 1536 Orange 48 49 35 11 1537 Orange 48 49 35 11 1538 Orange 48 49 35 11 1539 Orange 48 49 35 11 1540 Orange 48 49 35 11 1541 Orange 48 49 35 11 1542 Orange 48 49 35 11 1543 Orange 48 49 35 11 1644 Orange 48 53 36 - 1 1283 Orange 49 53 36 1 1284 Orange 49 53 36 1 1285 Orange 49 53 36 1 1286 Orange 49 I I Pagge226 411B NBTM TAZ CORRESPONDENCE LIST I r r ier TAZ RSA CAA TAZ COUNTY TAZ 53 36 1 1287 Orange 49 53 36 1 1288 Orange 49 53 36 1 1289 Orange 49 53 36 1 1290 Orange 49 53 36 1 1291 Orange 49 53 36 1 1292 Orange 49 53 36 1 1293 Orange 49 53 36 1 1294 Orange 49 53 36 1 1295 Orange 49 53 36 1 1296 Orange 49 53 36 1 1297 Orange 49 53 36 1 1298 Orange 49 53 36 1 1299 Orange 49 53 36 1 1300 Orange 49 53 36 1 1301 Orange 49 53 36 1 1302 Orange 49 53 36 1 1303 Orange 49 53 36 1 1304 Orange 49 53 36 1 1305 Orange 49 53 36 1 1306 Orange 49 53 36 1 1307 Orange 49 53 36 1 1308 Orange 49 53 36 1 1309 Orange 49 54 36 2 1310 Orange 50 54 36 2 1311 Orange 50 54 36 2 1312 Orange 50 54 36 2 1313 Orange 50 54 36 2 1314 Orange 50 54 36 2 1315 Orange 50 54 36 2 1316 Orange 50 54 36 2 1317 Orange 50 54 36 2 1318 Orange 50 54 36 2 1319 Orange 50 54 36 2 1320 Orange 50 54 36 2 1321 Orange 50 54 36 2 1322 Orange 50 54 36 2 1323 Orange 50 54 36 2 1324 Orange 50 54 36 2 1326 Orange 50 54 36 2 1326 Orange 50 54 36 2 1327 Orange 50 54 36 2 1328 Orange 50 55 36 4 1343 Orange 51 55 36 4 1344 Orange 51 55 36 4 1345 Orange 51 55 36 4 1346 Orange 51 55 36 4 1347 Orange 51 55 36 4 1348 Orange 51 55 36 4 1349 Orange 51 55 36 4 1350 Orange 51 Page 27 Ik2� NBTM TAZ CORRESPONDENCE LIST Tier TAZ RSA CAA TAZ COUNTY TAZ 55 36 4 1351 Orange, 51 55 36 4 1352 Orange 51 55 36 4 1353 Orange 51 55 36 4 1354 Orange 51 55 36 4 1355 Orange 51 55 36 4 1356 Orange 51 55 36 4 1357 Orange 51 56 36 4 1329 Orange 52 56 36 4 1330 Orange 52 56 36 4 1331 Orange 52 56 36 4 1332 Orange 52 56 36 4 1333 Orange 52 56 36 4 1334 Orange 52 56 36 4 1335 Orange 52 56 36 4 1336 Orange 52 56 36 4 1337 Orange 52 56 36 4 1338 Orange 52 56 36 4 1339 Orange 52 56 36 4 1340 Orange 52 56 36 4 1341 Orange 52 56 36 4 1342 Orange 52 57 36 5 1358 Orange 53 57 36 5 1359 Orange 53 57 36 5 1360 Orange 53 57 36 5 1361 Orange 53 57 36 5 1362 Orange 53 57 36 5 1363 Orange 53 57 36 5 1364 Orange 53 57 36 5 1365 Orange 53 57 36 5 1366 Orange 53 57 36 5 1367 Orange 53 57 36 5 1368 Orange 53 57 36 5 1369 Orange 53 57 36 5 1370 Orange 53 57 36 5 1371 Orange 53 57 36 5 1372 Orange 53 57 36 5 1373 Orange 53 57 36 5 1374 Orange 53 58 36 6 1375 Orange 54 58 36 6 1376 Orange 54 58 36 6 1377 Orange 54 58 36 6 1378 Orange 54 58 36 6 1379 Orange 54 58 36 6 1380 Orange 54 58 36 6 1381 Orange 54 58 36 6 1382 Orange 54 58 36 6 1383 Orange 54 '58 36 6 1384 Orange 64 58 36 6 1385 Orange 54 58 36 6 1386 Orange 54 Page 28 I NBTM TAZ CORRESPONDENCE LIST I P i I 1 1 l 1 1 Tier TAZ RSA CAA TAZ COUNTY TAZ 58 36 6 1387 Orange 54 58 36 6 1388 Orange 54 58 36 6 1389 Orange 54 58 36 6 1390 Orange 54 58 36 6 1391 Orange 54 58 36 6 1392 Orange 54 58 36 6 1393 Orange 54 58 36 6 1394 Orange 54 58 36 6 1395 Orange 54 58 36 6 1396 Orange 54 58 36 6 1397 Orange 54 58 36 6 1398 Orange 64 58 36 6 1399 Orange 54 58 36 6 1400 Orange 54 58 36 6 1401 Orange 54 60 37 14 1685 Orange 55 60 37 14 1686 Orange 55 60 37 14 1687 Orange 55 60 37 14 1688 Orange 55 60 37 14 1689 Orange 55 60 37 14 1690 Orange 55 60 37 14 1691 Orange 55 60 37 14 1692 Orange 55 60 37 14 1693 Orange 55 60 37 14 1694 Orange 55 60 37 14 1695 Orange 55 60 37 14 1696 Orange 55 60 37 14 1697 Orange 55 60 37 14 1698 Orange 55 60 37 14 1699 Orange 55 60 37 14. 1700 Orange 55 60 37 14 1701 Orange 55 60 37 14 1702 Orange 55 60 37 14 1703 Orange 55 62 37 16 1719 Orange 56 62 37 16 1720 Orange 56 62 37 16 1721 Orange 56 62 37 16 1722 Orange 56 62 37 16 1723 Orange 56 62 37 16 1724 Orange 56 62 37 16 1725 Orange 56 62 37 16 1726 Orange 56 62 37 16 1727 Orange 56 62 37 16 1728 Orange 56 62 37 16 1729 Orange 56 62 37 16 1730 Orange 56 62 37 16 1731 Orange 56 62 37 16 1732 Orange 56 62 37 16 1733 Orange 56 62 37 16 1734 Orange 56 Page 29 Ns3 NBTM TAZ CORRESPONDENCE LIST I Tier TAZ RSA CAA TAZ COUNTY TAZ 62 37 16 1735 Orange 56 62 37 16 1736 Orange 56 62 37 16 1737 Orange 56 62 37 16 1738 Orange 56 63 37 16 1704 Orange 57 63 37 16 1705 Orange 57 63 37 16 1706 Orange 57 63 37 16 1707 Orange 57 63 37 16 1708 Orange 57 63 37 16 1709 Orange 57 63 37 16 1710 Orange 57 63 37 16 1711 Orange 57 63 37 16 1712 Orange 57 63 37 16 1713 Orange 57 63 37 16 1714 Orange 57 63 37 16 1715 Orange 57 63 37 16 1716 Orange 57 63 37 16 1717 Orange 57 63 37 16 1718 Orange 57 109 40 66 2918 Orange 58 109 40 66 2919 Orange 58 109 40 66 2920 Orange 58 109 40 66 2921 Orange 58 109 40 66 2922 Orange 58 110 40 68 2904 Orange 59 110 40 68 2905 Orange 59 110 40 68 2906 Orange 59 110 40 68 2907 Orange 59 110 40 68 2908 Orange 59 110 40 68 2909 Orange 59 110 40 68 2910 Orange 59 110 40 68 2911 Orange 59 110 40 68 2912 Orange 59 110 40 68 2913 Orange 59 110 40 68 2914 Orange 59 110 40 68 2915 Orange 59 110 40 68 2916 Orange 59 110 40 68 2917 Orange 59 110 40 67 2924 Orange 59 110 40 67 2926 Orange 59 110 40 67 2927 Orange 59 111 40 68 2892 Orange 60 111 40 68 2893 Orange 60 111 40 68 2894 Orange 60 111 40 68 2895 Orange 60 111 40 68 2896 Orange 60 111 40 68 2897 Orange 60 111 40 68 2898 Orange 60 111 40 68 2899 Orange 60 11f 40 68 2900 Orange 60 11 It I I Page 30 A $2 U NBTM TAZ CORRESPONDENCE LIST 0 I I I I Ai Tier I TAZ RSA CAA OCTAM TAZ COUNTY NB FM TAZ 11 40 68 2901 Orange 60 11 40 68 2902 Orange 60 11 Fi 40 68 2903 Orange 60 11 40 68 2923 Orange 60 11 40 68 2925 Orange 60 28 Cordon 61 112 40 69 2928 Orange 61 112 40 69 2929 Orange 61 112 40 69 2930 Orange 61 112 40 69 2931 Orange 61 112 40 69 2932 Orange 61 112 40 69 2933 Orange 61 112 40 69 2934 Orange 61 112 40 69 2935 Orange 61 112 40' 69 2936 Orange 61 112 40 69 2937 Orange 61 112 40 69 2938 Orange 61 112 40 69 2939 Orange 61 112 40 69 2940 Orange 61 113 41 3 1402 Orange 62 113 41 3 1403 Orange 62 113 41 3 1404 Orange 62 113 41 3 1405 Orange 62 113 41 3 1406 Orange 62 113 41 3 1407 Orange 62 113 41 3 1408 Orange 62 113 41 3 1409 Orange 62 113 41 3 1410 Orange 62 113 41. 3 1411 Orange 62 113 41 3 1412 Orange 62 113 41 3 1413 Orange 62 113 41 3 1414 Orange 62 113 41 3 1415 Orange 62 113 41 3 1416 Orange 62 114 41 7 1417 Orange 63 114 41 7 1418 Orange 63 114 41 7 1419 Orange 63 114 41 7 1420 Orange 63 114 41 7 1421 Orange 63 114 41 7 1422 Orange 63 114 41 7 1423 Orange 63 114 41 7 1424 Orange 63 114 41 7 1425 Orange 63 114 41 7 1426 Orange 63 114 41 7 1427 Orange 63 114 41 7 1428 Orange 63 114 41 7 1429 Orange 63 114 41 .7 1430 Orange 63 114 41 7 1431 Orange 63 114 41 7 1432 Orange 63 Page 31 �,33 NBTM TAZ CORRESPONDENCE LIST ier TAZ RSA CAA TAZ COUNTY TAZ 114 41 7 1433 Orange 63 114 41 7 1434 Orange 63 115 41 8 1435 Orange 64 115 41 8 1436 Orange 64 115 41 8 1437 Orange 64 115 41 8 1438 Orange 64 115 41 8 1439 Orange 64 115 41 8 1440 Orange 64 115 41 8 1441 Orange 64 115 41 8 1442 Orange 64 116 41 9 1443 Orange 65 116 41 9 1444 Orange 65 116 41 9 1445 Orange 65 116 41 9 1446 Orange 65 116 41 9 1447 Orange 65 116 41 9 1448 Orange 65 116 41 9 1449 Orange 65 116 41 9 1461 Orange 65 116 41 9 1462 Orange 65 116 41 9 1463 Orange 65 117 41 9 1450 Orange 66 117 41 9 1451 Orange 66 117 41 9 1452 Orange 66 117 41 9 1453 Orange 66 117 41 9 1454 Orange 66 117 41 9 1455 Orange 66 117 41 9 1456 Orange 66 117 41 9 1457 Orange 66 117 41 9 1458 Orange 66 117 41 9 1459 Orange 66 117 41 9 1460 Orange 66 118 41 17 1464 Orange 67 118 41 17 1465 Orange 67 118 41 17 1466 Orange 67 118 41 17 1467 Orange 67 118 41 17 1468 Orange 67 118 41 17 1469 Orange 67 118 41 17 1470 Orange 67 118 41 17 1472 Orange 67 118 41 17 1473 Orange 67 118 41 17 1474 Orange 67 119 41 17 1471 Orange 68 119 41 17 1475 Orange 68 119 41 17 1476 Orange 68 119 41 17 1477 Orange 68 119 41 17 1478 Orange 68 119 41 17 1479 Orange 68 119 41 17 1480 Orange 68 119 41 17 1481 Orange 68 119 41 17 1482 Orange 68 Page 32 AI'A I NBTM TAZ CORRESPONDENCE LIST ier TAZ RSA CAA TAZ COUNTY TAZ 119 41 17 1483 Orange 68 120 41 18 1484 Orange 69 120 41 18 1485 Orange 69 120 41 18 1486 Orange 69 120 41 18 1487 Orange 69 120 41 18 1488 Orange 69 120 41 18 1489 Orange 69 120 41 18 1490 Orange 69 120 41 18 1493 Orange 69 120 41 18 1506 Orange 69 121 41 18 1491 Orange 70 121 41 18 1492 Orange 70 121 41 18 1494 Orange 70 121 41 18 1495 Orange 70 121 41 18 1496 Orange 70 121 41 18 1499 Orange 70 121 41 18 1500 Orange 70 121 41 18 1502 Orange 70 121 41 18 1503 Orange 70 121 41 18 1504 Orange 70 121 41 18 1505 Orange 70 121 41 18 1507 Orange 70 121 41 18 1508 Orange 70 122 41 18 1497 Orange 71 122 41 18 1498 Orange 71 122 41 1'8 1501 Orange 71 123 41 29 1517 Orange 72 123 41 29 1519 Orange 72 123 41 29 1520 Orange 72 123 41 29 1521 Orange 72 123 41 29 1522 Orange 72 123 41 29 1523 Orange 72 123 41 29 1524 Orange 72 123 41 29 1525 Orange 72 124 41 29 1509 Orange 73 124 41 29 1510 Orange 73 124 41 29 1511 Orange 73 124 41 29 1512 Orange 73 124 41 29 1513 Orange 73 124 41 29 1514 Orange 73 124 41 29 1515 Orange 73 124 41 29 1516 Orange 73 124 41 29 1518 Orange 73 124 41 29 1526 Orange 73 124 41 29 1527 Orange 73 124 41 29 1528 Orange 73 124 41 29 1529 Orange 73 125 42 26 1835 Orange 74 125 42 26 1836 Orange 74 125 42 26 1837 Orange 74 I Page 33 pt 35 NBTM TAZ CORRESPONDENCE LIST rI ier TAZ I RSA I CAA TAZ COUNTY TAZ 125 42 26 1838 Orange 74 125 42 26 1839 Orange 74 125 42 26 1840 Orange 74 125 42 26 1841 Orange 74 125 42 26 1848 Orange 74 125 42 26 1849 Orange 74 125 42 26 1850 Orange 74 125 42 26 1851 Orange 74 125 42 26 1852 Orange 74 125 42 26 1853 Orange 74 125 42 26 1854 Orange 74 125 42 26 1855 Orange 74 126 42 26 1842 Orange 75 126 42 26 1843 Orange 75 126 42 26 1844 Orange 75 126 42 26 1845 Orange 75 126 42 26 1846 Orange 75 126 42 26 1847 Orange 75 127 42 27 1856 Orange 76 121 42 27 1857 Orange 76 127 42 27 1858 Orange 76 127 42 27 1859 Orange 76 127 42 27 1860 Orange 76 127 42 27 1861 Orange 76 127 42 27 1862 Orange 76 127 42 27 1863 Orange 76 127 42 27 1864 Orange 76 127 42 27 1865 Orange 76 127 42 21 1866 Orange 76 127 42 27 1867 Orange 76 127 42 27 1868 Orange 76 127 42 27 1869 Orange 76 127 42 27 1870 Orange 76 127 42 27 1871 Orange 76 127 42 27 1872 Orange 76 128 42 28 1673 Orange 77 128 42 28 1874 Orange 77 128 42 28 1875 Orange 77 128 42 28 1876 Orange 77 128 42 28 1877 Orange 77 128 42 28 1878 Orange 77 128 42 28 1880 Orange 77 128 42 28 1884 Orange 77 128 42 28 1885 Orange 77 128 42 28 1886 Orange 77 128 42 28 1887 Orange 77 128 42 28 1890 Orange 77 128 42 28 1892 Orange 77 129 42 28 1893 Orange 78 129 42 28 1894 Orange 78 Page 34 I I it F1 'i i NBTM TAZ CORRESPONDENCE LIST I I Tier TAZ RSA CAA TAZ COUNTY TAZ 129 42 28 1895 Orange 78 129 42 28 1896 Orange 78 129 42 28 1897 Orange 78 129 42 28 1898 Orange 78 129 42 28 1899 Orange 78 129 42 28 1900 Orange 78 129 42 28 1901 Orange 78 129 42 28 1902 Orange 78 129 42 28 1903 Orange 78 129 42 28 1904 Orange 78 129 42 28 1905 Orange 78 130 42 28 1906 Orange 79 130 42 28 1907 Orange 79 130 42 28 1908 Orange 79 130 42 28 1909 Orange 79 131 42 28 1879 Orange 80 131 42 28 1881 Orange 80 131 42 28 1882 Orange 80 131 42 28 1883 Orange 80 131 42 28 1888 Orange 80 131 42 28 1889 Orange 80 131 42 28 1891 Orange 80 132 42 30 1910 Orange 81 132 42 30 1911 Orange 81 132 42 30 1912 Orange 81 132 42 30 1913 Orange 81 142 43 55 2588 Orange 82 142 43 55 2589 Orange 82 142 43 55 2590 -Orange 82 147 43 59 2740 Orange 83 147 43 59 2741 Orange 83 147 43 59 2747 Orange 83 147 43 59 2748 Orange 83 147 43 59 2749 Orange 83 147 43 59 2756 Orange 83 147 43 59 2757 Orange 83 147 43 59 2758 Orange 83 147 43 59 2759 Orange 83 147 43 59 2760 Orange 83 147 43 59 2761 Orange 83 148 43 59 2742 Orange 84 148 43 59 2743 Orange 84 148 43 59 2744 Orange 84 148 43 59 2745 Orange 84 148 43 59 2746 Orange 84 148 43 59 2750 Orange 84 148 43 59 2751 Orange 84 148 43 59 2752 Orange 84 148 43 59 2753 Orange 84 148 43 59 2754 Orange 84 Page 35 N"n NBTM TAZ CORRESPONDENCE LIST 11 Tier TAZ RSA CAA TAZ COUNTY TAZ 148 43 59 2755 Orange 84 148 43 59 2762 Orange 84 148 43 59 2763 Orange 84 149 43 59 2716 Orange 85 149 43 59 2717 Orange 85 149 43 59 2718 Orange 85 149 43 59 2719 Orange 85 149 43 59 2720 Orange 85 149 43 '59 2721 Orange 85 149 43 59 2722 Orange 85 149 43 59 2723 Orange 85 149 43 59 2724 Orange 85 149 43 59 2725 Orange 85 149 43 59 2726 Orange 85 149 43 59 2727 Orange 85 149 43 59 2728 Orange 85 149 43 59 2729 Orange 85 149 43 59 2730 Orange 85 150 43 59 2695 Orange 86 150 43 59 2704 Orange 86 150 43 59 2705 Orange 86 150 43 59 2706 Orange 86 150 43 59 2707 Orange 86 150 43 59 2708 Orange 86 150 43 59 2709 Orange 86 150 43 59 2710 Orange 86 150 43 59 2711 Orange 86 150 43 59 2712 Orange 86 150 43 59 2713 Orange 86 150 43 59 2714 Orange 86 150 43 59 2715 Orange 86 151 43 60 2764 Orange 87 151 43 60 2765 Orange 87 151 43 60 2766 Orange 87 151 43 60 2767 Orange 87 151 43 60 2768 Orange 87 151 43 60 2769 Orange 87 151 43 60 2770 Orange 87 151 43 60 2771 Orange 87 151 43 60 2772 Orange 87 151 43 60 2773 Orange 87 151 43 60 2774 Orange 87 151 43 60 2775 Orange 87 151 43 60 2776 Orange 87 151 43 60 2777 Orange 87 151 43 60 2778 Orange 87 151 43 60 2779 Orange 87 151 43 60 2780 Orange 87 152 43 70 2696 Orange 88 152 43 70 2697 Orange 88 Page 36 A's8 11 LJ I NBTM TAZ CORRESPONDENCE LIST I 11 ier TAZ RSA CAA TAZ COUNTY TAZ 152 43 70 2698 Orange 88 152 43 70 2699 Orange 88 152 43 70 2700 Orange 88 152 43 70 2701 Orange 88 152 43 70 2702 Orange 88 152 43 70 2703 Orange 88 152 43 70 2731 Orange 88 152 43 70 2732 Orange 88 152 43 70 2733 Orange 88 152 43 70 2734 Orange 88 152 43 70 2735 Orange 88 152 43 70 2736 Orange 88 152 43 70 2737 Orange 88 152 43 70 2738 Orange 88 152 43 70 2739 Orange 88 48 35 10 1545 Orange 89 48 35 10 1546 Orange 90 48 35 10 1547 Orange 91 48 35 10 1548 Orange 92 48 35 10 1549 Orange 93 48 35 10 1550 Orange 94 48 35 10 1551 Orange 95 48 35 10 1552 Orange 96 48 35 12 1553 Orange 97 48 35 12 1554 Orange 98 48 35 12 1555 Orange 99 48 35 12 1556 Orange 100 48 35 12 1557 Orange 101 48 35 12 1558 Orange 102 48 35 12 1559 Orange 103 48 35 12 1560 Orange 104 48 35 12 1561 Orange 105 48 35 12 1562 Orange 106 48 35 12 1563 Orange 107 48 35 12 1564 Orange 108 48 35 12 1565 Orange 109 48 35 12 1566 Orange 110 48 35 12 1567 Orange 111 48 35 12 1568 Orange 112 48 35 12 1569 Orange 113 48 35 12 1570 Orange 114 48 35 12 1571 Orange 115 48 35 12 1572 Orange 116 48 35 12 1573 Orange 117 48 35 12 1574 Orange 118 48 35 12 1575 Orange 119 48 35 12 1576 Orange 120 48 35 12 1577 Orange 121 48 35 12 1578 Orange 122 48 35 12 1579 Orange 123 Page 37 A if NBTM TAZ CORRESPONDENCE LIST Tier TAZ RSA CAA TAZ COUNTY TAZ 48 35 12 1580 Orange 124 48 35 12 1581 Orange 125 50 35 19 1582 Orange 126 50 35 19 1583 Orange 127 50 35 19 1584 Orange 128 50 35 19 1585 Orange 129 50 35 19 1586 Orange 130 50 35 19 1587 Orange 131 50 35 19 1588 Orange 132 50 35 19 1589 Orange 133 50 35 19 1590 Orange 134 50 35 19 1591 Orange 135 50 35 19 1592 Orange 136 50 35 19 1593 Orange 137 50 35 19 1594 Orange 138 50 35 19 1595 Orange 139 50 35 19 1596 Orange 140 50 35 19 1597 Orange 141 50 35 19 1598 Orange 142 50 35 19 1599 Orange 143 50 35 19 1600 Orange 144 50 35 19 1601 Orange 145 50 35 19 1602 Orange 146 50 35 19 1603 Orange 147 50 35 19 1604 Orange 148 50 35 19 1605 Orange 149 50 35 19 1606 Orange 150 50 35 19 1607 Orange 151 50 35 19 1608 Orange 152 50 35 19 1609 Orange 153 50 35 19 1610 Orange 154 50 35 19 1611 Orange 155 50 35 19 1612 Orange 156 50 35 19 1613 Orange 157 50 35 19 1614 Orange 158 51 35 20 1623 Orange 159 51 35 20 1624 Orange 160 51 35 20 1625 Orange 161 51 35 20 1626 Orange 162 52 35 21 1615 Orange 163 52 35 21 1616 Orange 164 52 35 21 1617 Orange 165 52 35 21 1618 Orange 166 52 35 21 1619 Orange 167 52 35 21 1620 Orange 168 52 35 21 1621 Orange 169 52 35 21 1622 Orange 170 69 38 31 2071 Orange 171 59 37 13 1627 Orange 172 59 37 13 1628 Orange 173 f I 1. NBTM TAZ CORRESPONDENCE LIST I I Tier TAZ RSA CAA TAZ COUNTY TAZ 59 37 13 1629 Orange 174 59 37 13 1630 Orange 175 59 37 13 1631 Orange 176 59 37 13 1632 Orange 177 59 37 13 1633 Orange 178 59 37 13 1634 Orange 179 59 37 13 1635 Orange 180 59 37 13 1636 Orange 181 59 37 13 1637 Orange 182 59 37 13 1'638 Orange 183 59 37 13 1639 Orange 184 59 37 13 1640 Orange 186 59 37 13 1641 Orange 186 59 37 13 1642 Orange 187 59 37 13 1643 Orange 188 59 37 13 1644 Orange 189 59 37 13 1645 Orange 190 59 37 13 1646 Orange 191 59 37 13 1647 Orange 192 59 37 13 1648 Orange 193 59 37 13 1649 Orange 194 59 37 13 1650 Orange 195 59 37 13 1651 Orange 196 59 37 13 1652 Orange 197 59 37 13 1653 Orange 198 59 37 13 1654 Orange 199 59 37 13 1655 Orange 200 59 37 13 1656 Orange 201 59 37 13 1657 Orange 202 59 37 13 1658 Orange 203 61 37 15 1659 Orange 204 61 37 15 1660 Orange 205 61 37 15 1661 Orange 206 61 37 15 1662 Orange 207 61 37 15 1663 Orange 208 61 37 15 1664 Orange 209 61 37 15 1665 Orange 210 61 37 15 1666 Orange 211 61 37 15 1667 Orange 212 61 37 15 1668 Orange 213 61 37 15 1669 Orange 214 61 37 15 1670 Orange 215 61 37 15 1671 Orange 216 61 37 15 1672 Orange 217 61 37 15 1673 Orange 218 61 37 '15 1674 Orange 219 61 37 15 1675 Orange 220 61 37 15 1676 Orange 221 61 37 15 1677 Orange 222 61 37 15 1678 Orange 223 n Page 39 AILA NSTM TAZ CORRESPONDENCE LIST Tier TAZ RSA CAA TAZ COUNTY TAZ 61 37 15 1679 Orange 224 61 37 15 1680 Orange 225 61 37 15 1681 Orange 226 61 37 15 1682 Orange 227 61 37 15 1683 Orange 228 61 37 15 1684 Orange 229 64 37 22 1739 Orange 230 64 37 22 1740 Orange 231 64 37 22 1741 Orange 232 64 37 22 1742 Orange 233 64 37 22 1743 Orange 234 64 37 22 1744 Orange 235 64 37 22 1745 Orange 236 64 37 22 1746 Orange 237 64 37 22 1747 Orange 238 64 37 22 1748 Orange 239 64 37 22 1749 Orange 240 64 37 22 1750 Orange 241 64 37 22 1751 Orange 242 64 37 22 1752 Orange 243 64 37 22 1753 Orange 244 64 37 22 1754 Orange 245 64 37 22 1755 Orange 246 64 37 22 1756 Orange 247 64 37 22 1757 Orange 248 65 37 23 1758 Orange 249 65 37 23 1759 Orange 250 65 37 23 1760 Orange 251 65 37 23 1761 Orrnge 252 65 37 23 1762 Orange 253 65 37 23 1763 Orange 254 66 37 24 1764 Orange 255 66 37 24 1765 Orange 256 66 37 24 1766 Orange 257 66 37 24 1767 Orange 258 66 37 24 1768 Orange 259 66 37 24 1769 Orange 260 66 37 24 1770 Orange 261 66 37 24 1771 Orange 262 66 37 24 1781 Orange 263 66 37 24 1782 Orange 264 66 37 24 1784 Orange 265 66 37 24 1785 Orange 266 66 37 24 1786 Orange 267 66 37 24 1788 Orange 268 66 37 24 1789 Orange 269 66 37 24 1791 Orange 270 66 37 24 1792 Orange 271 66 37 24 1793 Orange 272 67 37 24 1772 Orange 273 '. Page 40 A(42 . NBTM TAZ CORRESPONDENCE LIST I I I 11 1 I I Tier TAZ RSA CAA TAZ COUNTY TAZ 67 37 24 1773 Orange 274 67 37 24 1774 Orange 275 67 37 24 1775 Orange 276 67 37 24 1776 Orange 277 67 37 24 1777 Orange 278 67 37 24 1778 Orange 279 67 37 24 1779 Orange 280 67 37 24 1780 Orange 281 67 37 24 1783 Orange 282 67 37 24 1787 Orange 283 67 37 24 1790 Orange 284 67 37 24 1794 Orange 285 67 37 24 1795 Orange 286 67 37 24 1796 Orange 287 67 37 24 1797 Orange 288 67 37 24 1798 Orange 289 67 37 24 1799 Orange 290 67 37 24 1800 Orange 291 67 37 24 1801 Orange 292 67 37 24 1802 Orange 293 67 37 24 1803 Orange 294 67 37 24 1804 Orange 295 67 37 24 1805 Orange 296 67 37 24 1806 Orange 297 67 37 24 1807 Orange 298 68 37 25 1808 Orange 299 68 37 25 1809 Orange 300 68 37 25 1810 Orange 301 68 37 25 1811 Orange 302 68 37 25 1812 Orange 303 68 37 25 1813 Orange 304 68 37 25 1814 Orange 305 68 37 25 1815 Orange 306 68 37 25 1816 Orange 307 68 37 25 1817 Orange 308 68 37 25 1818 Orange 309 68 37 25 1819 Orange 310 68 37 25 1820 Orange 311 68 37 25 1821 Orange 312 68 37 25 1822 Orange 313 68 37 25 1823 Orange 314 68 37 25 1824 Orange 315 68 37 25 1825 Orange 316 68 37 25 1826 Orange 317 68 37 25 1827 Orange 318 68 37; 25 1828 Orange 319 68 37 25 1829 Orange 320 68 37 25 1830 Orange 321 68 37 25 1831 Orange 322 68 37 25 1832 Orange 323 �J Page 41 A 5 NBTM TAZ CORRESPONDENCE LIST Tier TAZ RSA CAA TAZ COUNTY TAZ 68 37 25 1833 Orange 324 68 37 25 1834 Orange 325 69 38 31 2069 Orange 326 69 38 31 2070 Orange 327 69 38 31 2072 Orange 328 69 38 31 2073 Orange 329 69 38 31 2074 Orange 330 69 38 31 2075 Orange 331 69 38 31 2076 Orange 332 69 38 31 2077 Orange 333 69 38 31 2078 Orange 334 70 38 32 2095 Orange 335 70 38 32 2098 Orange 336 70 38 32 2099 Orange 337 70 38 32 2100 Orange 338 70 38 32 2101 Orange 339 70 38 32 2112 Orange 340 70 38 32 2113 Orange 341 70 38 32 2114 Orange 342 70 38 32 2115 Orange 343 70 38 32 2116 Orange 344 71 38 32 2117 Orange 345 71 38 32 2118 Orange 346 71 38 32 2119 Orange 347 71 38 32 2121 Orange 348 71 38 32 2123 Orange 349 72 38 32 2083 Orange 350 72 38 32 2084 Orange 351 72 38 32 2085 Orange 352 72 38 32 2086 Orange 353 72 38 32 2093 Orange 354 72 38 32 2094 Orange 355 72 38 32 2096 Orange 356 72 38 32 2097 Orange 357 94 39 50 2355 Orange 358 94 39 50 2356 Orange 359 94 39 50 2357 Orange 360 94 39 50 2358 - Orange 361 94 39 50 2359 Orange 362 94 39 50 2360 Orange 363 97 40 62 2800 Orange 364 97 40 62 2801 Orange 365 97 40 62 2802 Orange 366 97 40 62 2803 Orange 367 97 40 62 2804 Orange 368 97 40 62 2805 Orange 369 97 40 62 2806 Orange 370 97 40 62 2807 Orange 371 98 40 62 2808 Orange 372 98 40 62 2809 Orange 373 Page 42 PrL1. 1 NBTM TAZ CORRESPONDENCE LIST n D, I 1 11, ier TAZ RSA CAA TAZ COUNTY TAZ 98 40 62 2810 Orange 374 98 40 62 2811 Orange 375 99 40 62 2812 Orange 376 99 40 62 2813 Orange 377 99 40 62 2814 Orange 378 100 40 62 2817 Orange 379 100 40 62 2818 Orange 380 100 40 62 2819 Orange 381 100 40 62 2820 Orange 382 100 40 62 2821 Orange 383 100 40 62 2822 Orange 384 100 40 62 2823 Orange 385 100 40 62 2824 Orange 386 100 40 62 2825 Orange 387 101 40 63 2826 Orange 388 101 40 63 2827 Orange 389 101 40 63 2839 Orange 390 101 40 63 2841 Orange 391 101 40 63 2844 Orange 392 101 40 63 2845 Orange 393 101 40 63 2850 Orange 394 101 40 63 2855 Orange 395 102 40 63 2815 Orange 396 102 40 63 2816 Orange 397 102 40 63 2828 Orange 398 102 40 63 2829 Orange 399 102 40 63 2830 Orange 400 103 40 63 2831 Orange 401 103 40 63 2832 Orange 402 103 40 63 2833 Orange 403 103 40 63 2834 Orange 404 103 40 63 2835 Orange 405 103 40 63 2836 Orange 406 103 40 63 2837 Orange 407 103 40 63 2838 Orange 408 104 40 63 2840 Orange 409 104 40 63 2842 Orange 410 104 40 63 2843 Orange 411 104 40 63 2846 Orange 412 104 40 63 2847 Orange 413 104 40 63 2848 Orange 414 104 40 63 2849 Orange 415 104 40 63 2851 Orange 416 104 40 63 2852 Orange 417 104 40' 63 2853 Orange 418 104 40, 63 2854 Orange 419 105 40 64 2868 Orange 420 105 40 64 2869 Orange 421 105 40 64 2870 Orange 422 105 40 64 2871 Orange 423 I Page 43 A �45 NBTM TAZ CORRESPONDENCE LIST Tier TAZ RSA CAA TAZ COUNTY TAZ 105 40 64 2872 Orange 424 105 40 64 2873 Orange 425 105 40 64 2874 Orange 426 105 40 64 2875 Orange 427 105 40 64 2876 Orange 428 105 40 64 2878 Orange 429 105 40 64 2882 Orange 430 105 40 64 2883 Orange 431 106 40 64 2858 Orange 432 106 106 49 40 64 64 2859 2860 Orange Orange 433 434 106 40 64 2861 Orange 435 106 40 64 2862 Orange 436 106 40 64 2863 Orange 437 106 40 64 2864 Orange 438 106 40 64 2865 Orange 439 106 40 64 2866 Orange 440 106 40 64 2867 Orange 441 107 40 64 2877 Orange 442 107 40 64 2879 Orange 443 107 40 64 2880 Orange 444 107 40 64 2881 Orange 445 107 107 40 40 64 64 2884 2885 Orange Orange 446 447 107 40 64 2886 Orange 448 107 40 64 2887 Orange 449 107 40 64 2888 Orange 450 107 40 64 2889 Orange 451 107 40 64 2890 Orange 452 107 40 64 2891 Orange 453 108 40 65 2856 Orange 454 108 40 65 2857 Orange 455 72 38 32 2079 Orange 456* 133 42 38 1972 Orange 457 133 42 38 1973 Orange 458 133 42 38 1974 Orange 459 133 42 38 1975 Orange 460 133 42 38 1976 Orange 461 133 42 38 1977 Orange 462 133 42 38 1978 Orange 463 133 42 38 1980 Orange 464 133 42 38 1981 Orange 465 133 42 38 1982 Orange 466 133 42 38 1984 Orange 467 133 42 38 1985 Orange 468 134 42 39 1914 Orange 469 134 42 39 1915 Orange 410 134 42 39 1916 Orange 471 134 42 39 1917 Orange 472 134 42 ' 39 1918 Orange 473 Page 4�4�� I NBTM TAZ CORRESPONDENCE LIST I 1 I I LJ r I I I 1, Tier TAZ RSA CAA TAZ COUNTY TAZ 135 42 39 1919 Orange 474 135 42 39 1920 Orange 475 135 42 39 1921 Orange 476 135 42 39 1922 Orange 477 135 42 39 1923 Orange 478 135 42 39 1924 Orange 479 135 42 39 1925 Orange 480 136 42 40 1988 Orange 481 136 42 40 1989 Orange 482 136 42 40 1990 Orange 483 136 --42 40 1991 Orange 484 136 42 40 1992 Orange 485 136 42 40 1993 Orange 486 136 42 40 1994 Orange 487 136 42 40 1995 Orange 488 136 42 40 1996 Orange 489 136 42 40 1997 Orange 490 136 42 40 1998 Orange 491 136 42 40 1999 Orange 492 136 42 40 2000 Orange 493 136 42 40 2001 Orange 494 136 42 40 2002 Orange 495 136 42 40 2003 Orange 496 136 42 40 2004 Orange 497 136 42 40 2005 Orange 498 136 42 40 2006 Orange 499 136 42 40 2007 Orange 500 136 42 40 2008 Orange 501 136 42 40 2009 a Orange 502 136 42 40 2010 Orange 503 136 42 40 2011 Orange 504 136 42 . 40 2012 Orange 505 136 42 40 2013 Orange 506 136 42 40 2014 Orange 507 136 42 40 2015 Orange 508 136 42 40 2016 Orange 509 136 42 40 2017 Orange 510 136 42 40 2018 Orange 511 136 42 40 2019 Orange 612 136 42 40 2020 Orange 513 136 42 40 2021 Orange 514 136 42 40 2022 Orange 515 136 42 40 2023 Orange 516 136 42 40 2024 Orange 517 136 42 40 2025 Orange 518 136 42'1 40 2026 Orange 519 136 42 40 2027 Orange 520 136 42 40 2028 Orange 521 136 42 40 2029 Orange 522 136 42 40 2030 Orange 523 I Page 45 k LAI NBTM TAZ CORRESPONDENCE LIST ier TAZ I RSA I CAA TAZ I COUNTY TAZ 136 42 40 2031 Orange 524 136 42 40 2032 Orange 525 137 42 41 2033 Orange 526 137 42 41 2034 Orange 527 137 42 41 2036 Orange 528 137 42 41 2036 Orange 529 137 42 41 2037 Orange 530 137 42 41 2038 Orange 531 137 42 41 2041 Orange 532 137 42 41 2042 Orange 533 137 42 41 2043 Orange 534 137 42 41 2047 Orange 535 137 42 41 2048 Orange 536 137 42 41 2049 Orange 537 137 42 41 2050 Orange 538 137 42 41 2051. Orange 539 137 42 41 2052 Orange 540 137 42 41 2053 Orange 541 137 42 41 2054 Orange 542 137 42 41 2055 Orange 543 138 42 41 2056 Orange 544 138 42 41 2057 Orange 545 138 42 41 2058 Orange 546 138 42 41 2059 Orange 547 r� 138 42 41 2060 Orange 548 <_ 138 42 41 2061 Orange 549 138 42 41 2062 Orange 550 138 42 41 2063 Orange 551 138 42 41 2064 Orange 552 138 42 41 2065 Orange 553 138 42 41 2066 Orange 554 138 42 41 2067 Orange 555 138 42 41 2068 Orange 556 139 42 42 1952 Orange 557 139 42 42 1953 Orange 558 _ 139 139 42 42 42 42 1954 1955 Orange Orange 559 560 139 42 42 1956 Orange 561 139 42 42 1957 Orange 562 139 42 42 1958 Orange 563 139 42 42 1959 Orange 564 140 42 42 1926 Orange 565 140 42 42 1927 Orange 566 140 42 42 1928 Orange 567 140 42 42 1929 Orange 568 140 42 42 1930 Orange 569 140 42 42 1931 Orange 570 140 42 42 1932 Orange 571 140 42 42 1933 Orange 572 140 42 42 1934 Orange 573 Page 446 Al 8 NBTM TAZ CORRESPONDENCE LIST [1 I M I I I I I ier TAZ RSA CAA TAZ COUNTY TAZ 140 42 42 1935 Orange 574 140 42 42 1936 Orange 575 140 42 42 1937 Orange 576 140 42 42 1938 Orange 577 140 42 42 1939 Orange 578 140 42 42 1940 Orange 579 140 42 42 1941 Orange 580 140 42 42 1942 Orange 581 140 42 42 1943 Orange 582 140 42 42 1944 Orange 583 140 42 42 1945 Orange 584 140 42 42 1946 Orange 585 140 42 42 1947 Orange 586 140 42 42 1948 Orange 587 140 42 42 1949 Orange 588 140 42 42 1950 Orange 589 140 42 42 1951 Orange 590 141 42 43 1960 Orange 591 141 42 43 1961 Orange 592 141 42 43 1962 Orange 593 141 42 43 1963 Orange 594 141 42 43 1964 Orange 595 141 42 43 1965 Orange 596 141 42 43 1966 Orange 597 141 42 43 1967 Orange 598 141 42 43 1968 Orange 599 141 42 43 1969 Orange 600 141 42 43 1970 Orange 601 141 42 43 1971 Orange 602 159 44 52 2452 Orange 603 143 43 56 2591 Orange 604 143 43 56 2592 Orange 605 143 43 56 2593 Orange 606 143 43 56 2594 Orange 607 143 43 56 2595 Orange 608 143 43 56 2596 Orange 609 143 43 56 2597 Orange 610 143 43 56 2598 Orange 611 143 43 56 2599 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57 2635 Oranae 648 I NBTM TAZ CORRESPONDENCE LIST I I Tier TAZ RSA CAA TAZ COUNTY TAZ 146 43 58 2661 Orange 674 146 43 58 2662 Orange 675 146 43 58 2663 Orange 676 146 43 58 2664 Orange 677 146 43 58 2665 Orange 678 146 43 58 2666 Orange 679 146 43 58 2667 Orange 680 146 43 58 2668 Orange 681 146 43 58 2669 Orange 682 146 43 58 2670 Orange 683 146 43 58 2671 Orange 684 146 43 58 2672 Orange 685 146 43 58 2673 Orange 686 146 43 58 2674 Orange 687 146 43 58 2675 Orange 688 146 43 58 2676 Orange 689 146 43 58 2677 Orange 690 146 43 58 2678 Orange 691 146 43 58 2679 Orange 692 146 43 58 2680 Orange 693 146 43 58 2681 Orange 694 146 43 58 2682 Orange 695 146 43 58 2683 Orange 696 146 43 58 2684 Orange 697 146 43 58 2685 Orange 698 146 43 58 2686 Orange 699 146 43 58 2687 Orange 700 146 43 58 2688 Orange 701 146 43 58 2689 Orange 702 146 43 58 2690 Orange 703 146 43 58 2691 Orange 704 146 43 58 2692 Orange 705 146 43 58 2693 Orange 706 146 43 58 2694 Orange 707 153 44 49 2500 Orange 708 153 44 49 2501 Orange 709 153 44 49 2502 Orange 710 153 44 49 2503 Orange 711 153 44 49 2504 Orange 712 153 44 49 2505 Orange 713 153 44 49 2507 Orange 714 153 44 49 2516 Orange 715 155 44 51 2535 Orange 716 155 44 51 2536 Orange 717 155 44 51 2537 Orange 718 155 44, 51 2538 Orange 719 156 44 51 2532 Orange 720 156 44 51 2533 Orange 721 156 44 51 2534 Orange 722 156 44 51 2539 Orange 723 11 Page 49 pc'.5A NBTM TAZ CORRESPONDENCE LIST ier TAZ RSA CAA TAZ COUNTY TAZ 156 44 51 2550 Orange 724 156 44 51 2551 Orange 725 156 44 51 2552 Orange 726 156 44 51 2553 Orange 727 156 44 51 2554 Orange 728 156 44 51 2555 Orange 729 156 44 51 2560 Orange 730 156 44 51 2561 Orange 731 156 44 51 2562 Orange 732 156 44 51 2563 Orange 733 156 44 51 2564 Orange 734 157 44 51 2522 Orange 735 157 44 51 2523 Orange 736 157 44 51 2524 Orange 737 157 44 51 2525 Orange 738 157 44 51 2526 Orange 739 157 44 51 2527 Orange 740 157 44 51 2528 Orange 741 157 44 51 2529 Orange 742 157 44 51 2530 Orange 743 157 44 51 2531 Orange 744 158 44 52 2475 Orange 745 158 44 52 2476 Orange 746 158 44 52 2477 Orange 747 158 44 52 2478 Orange 748 158 44 52 2479 Orange 749 158 44 52 2480 Orange 750 158 44 52 2481 Orange 751 158 44 52 2482 Or•4nge 752 158 44 52 2483 Orange 753 159 44 52 2448 Orange 754 159 44 52 2449 Orange 755 159 44 52 2450 Orange 756 159 44 52 2451 Orange 757 159 44 52 2453 Orange 758 159 44 52 2454 Orange 759 159 44 52 2455 Orange 760 159 44 52 2456 Orange 761 159 44 52 2459 Orange 762 159 44 52 2462 Orange 763 159 44 52 2464 Orange 764 159 44 52 2465 Orange 765 159 44 52 2466 Orange 766 169 44 52 2469 Orange 767 159 44 52 2471 Orange 768 160 44 52 2457 Orange 769 160 44 52 2458 Orange 770 160 44 52 2460 Orange 771 160 44 52 2461 Orange 772 160 44 52 2463 Orange 773 Page 50 p,SZ- NBTM TAZ CORRESPONDENCE LIST Tier TAZ RSA CAA TAZ COUNTY TAZ 161 44 52 2484 Orange 774 1 161 44 52 2485 Orange 775 161 44 52 2486 Orange 776 161 44 52 2487 Orange 777 161 44 52 2488 Orange 778 161 44 52 2489 Orange 779 161 44 52 2490 Orange 780 161 44 52 2491 Orange 781 161 44 52 2492 Orange 782 161 44 52 2493 Orange 783 162 44 52 2467 Orange 784 162 44 52 2468 Orange 785 162 44 52 2470 Orange 786 162 44 52 2472 Orange 787 162 44 52 2473 Orange 788 162 44 52 2474 Orange 789 163 44 53 2569 Orange 790 163 44 53 2570 Orange 791 163 44 53 2571 Orange 792 163 44 53 2572 Orange 793 163 44 53 2573 Orange 794 163 44 53 2574 Orange 795 164 44 53 2575 Orange 796 164 44 53 2576 Orange 797 164 44 53 2577 Orange 798 164 44 53 2578 Orange 799 164 44 53 2579 Orange 800 164 44 53 2580 Orange 801 164 44 53 2581 Orange 802 164 164 44 44 53 53 2582 2583 Orange Orange 803 804 164 44 53 2584 Orange 805 164 44 53 2585 Orange 806 164 44 53 2586 Orange 807 164 44 53 2587 Orange 808 165 44 54 2494 Orange 809 165 44 54 2495 Orange 810 ' 165 44 54 2496 Orange 811 165 44 54 2497 Orange 812 165 44 54 2498 Orange 813 165 44 54 2499 Orange 814 137 42 41 2046 Orange 815 82 39 44 2301 Orange 816 137 42 41 2045 Orange 817 818 137 42 41 2044 Orange 84 39„ 44 2315 Orange 819 84 39` 44 2316 Orange 820 84 39 44 2316 Orange 821 84 39 44 2314 Orange 822 84 39 44 2314 Orange 823 ,Page 51 NBTM'TAZ CORRESPONDENCE LIST Tier TAZ RSA CAA TAZ COUNTY TAZ 84 39 44 2314 Orange 824 84 39 44 2314 Orange 825 84 39 44 2314 Orange 826 84 39 44 2315 Orange 827 82 39 44 2303 Orange 828 82 39 44 2304 Orange 829 _- 82 39 44 2304 Orange 830 82 39 44 2304 Orange 831 82 39 44 2304 Orange 832 82 39 44 2304 Orange 833 82 39 44 2303 Orange 834 82 39 44 2303 Orange 835 82 39 44 2303 Orange 836 82 39 44 2304 Orange 837 82 39 44 2302 Orange 838 82 39 44 2302 Orange 839 82 39 44 2302 Orange 840 82 39 44 2302 Orange 841 82 39 44 2302 Orange 842 82 39 44 2302 Orange 843 82 39 44 2302 Orange 844 82 39 44 2301 Orange 845 82 39 44 2301 Orange 846 82 39 44 2301 Orange 847 82 39 44 2301 Orange 848 82 39 44 2301 Orange 849 82 39 44 2300 Orange 850 82 39 44 2300 Orange 851 82 39 44 2300 Orange 852 82 39 44 2300 Orange 853 82 39 44 2300 Orange 854 82 39 44 2299 Orange 855 82 39 44 2297 Orange 856 82 39 44 2298 Orange 857 82 39 44 2298 Orange 858 84 39 44 2310 Orange 859 84 39 44 2310 Orange 860 84 39 44 2310 Orange 861 ' 84 39 44 2311 Orange 862 84 39 44 2311 Orange 863 84 39 44 2310 Orange 864 83 39 44 2306 Orange 865 83 39 44 2306 Orange 866 83 39 44 2305 Orange 867 83 39 44 2308 Orange 868 83 39 44 2307 Orange 869 83 39 44 2309 Orange 870 83 39 44 2307 Orange 871 83 39 '44 2309 Orange 872 84 39 44 2313 Orange 873 Page 52 PcS� I NBTM TAZ CORRESPONDENCE LIST I I I I I u I I I I I p- ier TAZ RSA CAA TAZ COUNTY TAZ 84 39 44 2312 Orange 874 84 39 44 2313 Orange 875 84 39 44 2312 Orange 876 84 39 44 2311 Orange 877 84 39 44 2312 Orange 878 84 39 44 '2325 Orange 879 84 39 44 2324 Orange 880 84 39 44 2324 Orange 881 84 39 44 2324 Orange 882 84 39 44 2324 Orange 883 84 39 44 2324 Orange 884 83 39 44 2319 Orange '885 63 39 44 2319 Orange 886 83 39 44 2319 Orange 887 83 39 44 2319 Orange 888 83 39 44 2318 Orange 889 83 39 44 2319 Orange 890 83 39 44 2317 Orange 891 83 39 44 2317 Orange 892 83 39 44 2317 Orange 893 83 39 44 2317 Orange 894 83 39 44 2317 Orange 895 83 39 44 2320 Orange 896 83 39 44 2321 Orange 897 83 39 44 2321 Orange 898 83 39 44 2320 Orange 899 84 39 44 2322 Orange 900 84 39 44 2323 Orange 901 84 39 1 44 2322 Orange 902 84 39 44 2323 Orange 903 86 39 45 2381 Orange 904 86 39 45 2381 Orange 905 86 39 45 2382 Orange 906 86 39 45 2382 Orange 907 86 39 45 2381 Orange 908 86 39 45 2381 Orange 909 86 39 45 2381 Orange 910 86 39 45 2382 Orange 911 86 39 45 2382 Orange 912 86 39 45 2382 Orange 913 86 39 45 2382 Orange 914 86 39 45 2382 Orange 915 86 39 45 2382 Orange 916 86 39 45 2381 Orange 917 86 39 45 2383 Orange 918 86 39 45 2383 Orange 919 86 39 45 2383 Orange 920 86 39 45 2383 Orange 921 86 39 45 2383 Orange 922 86 39 45 2383 Orange 923 I Page 53 Ass NBTM TAZ CORRESPONDENCE LIST _J per TAZ RSA CAA TAZ COUNTY TAZ 86 39 45 2383 Orange 924 86 39 45 2383 Orange 925 86 39 45 2384 Orange 926 86 39 45 2384 Orange 927 86 39 45 2384 Orange 928 86 39 45 2384 Orange 929 86 39 45 2384 Orange 930 86 3gr 45 2384 Orange 931 86 39 45 2384 Orange 932 86 39 45 2384 Orange 933 86 39 45 2384 Orange 934 86 39 45 2385 Orange 935 86 39 45 2385 Orange 936 86 39 45 2385 Orange 937 86 39 45 2386 Orange 938 86 39 45 2385 Orange 939 86 39 45 2385 Orange 940 86 39 45 2386 Orange 941 86 39 45 2386 Orange 942 86 39 45 2387 Orange 943 86 39 45 2387 Orange 944 86 39 45 2387 Orange 945 85 39 45 2396 Orange 946 85 39 45 2396 Orange 947 85 39 45 2397 Orange 948 85 39 45 2397 Orange 949 85 39 45 2395 Orange 950 85 39 45 2395 Orange 951 85 39 45 2396 Orange 952 85 39 45 2396 Orange 953 85 39 45 2397 Orange 954 85 39 45 2397 Orange 955 85 39 45 2395 Orange 956 85 39 45 2395 Orange 957 85 39 45 2396 Orange 958 85 39 45 2396 Orange 959 85 39 45 2396 Orange 960 85 39 45 2398 Orange 961 85 39 45 2395 Orange 962 85 39 45 2396 Orange 963 85 39 45 2398 Orange 964 85 39 45 2398 Orange 965 85 39 45 2393 Orange 966 85 39 45 2395 Orange 967 85 39 45 2392 Orange 968 85 39 45 2301 Orange 969 85 39 45 2391 Orange 970 85 39 45 2388 Orange 971 85 39 45 2388 Orange 972 85 39 45 2390 Orange 973 F] Page 54 pS"lA [1 NBTM TAZ CORRESPONDENCE LIST I I I 11 I Fl I I ly I I I I p I Tier TAZ RSA CAA TAZ COUNTY TAZ 85 39 45 2392 Orange 974 85 39 45 2391 Orange 975 85 39 45 2391 Orange 976 85 39 45 2388 Orange 977 85 39 45 2388 Orange 978 85 39 45 2390 Orange 979 85 39 45 2393 Orange 980 85 39 45 2393 Orange 981 85 39 45 2389 Orange 982 85 39 45 2389 Orange 983 90 39 48 2330 Orange 984 90 39 48 2330 Orange 985 90 39 48 2329 Orange 986 90 39 48 2330 Orange 987 90 39 48 2330 Orange 988 90 39 48 2329 Orange 989 85 39 45 2390 Orange 990 85 39 45 2394 Orange 991 85 39 45 2394 Orange 992 71 38 32 2120 Orange 993 71 38 32 2120 Orange 994 71 38 32 2122 Orange 995 71 38 32 2122 Orange 996 133 42 38 1979 Orange 997 133 42 38 1979 Orange 998 133 42 38 1979 Orange 999 133 42 38 1986 Orange 1000 133 42 38 1986 Orange 1001 133 42 38 1987 Orange 1002 133 42 38 1987 Orange 1003 133 42 38 1987 Orange 1004 81 38 37 2174 Orange 1005 81 38 37 2174 Orange 1006 81 38 37 2175 Orange 1007 81 38 37 2175 Orange 1008 81 38 37 2175 Orange 1009 81 38 37 2165 Orange 1010 81 38 37 2165 Orange 1011 81 38 37 2166 Orange 1012 81 38 37 2166 Orange 1013 81 38 37 2166 Orange 1014 81 38 37 2167 Orange 1015 81 38 37 2167 Orange 1016 81 38 37 2168 Orange 1017 81 38 37 2168 Orange 1018 81 38 37 2168 Orange 1019 81 38 37 2169 Orange 1020 81 38 37 2169 Orange 1021 81 38 37 2169 Orange 1022 81 38 37 2169 Orange 1023 I Page555 ^� N NBTM TAZ CORIRESPONDENCE LIST Tier TAZ RSA CAA TAZ COUNTY TAZ 81 38 37 2169 Orange 1024 133 42 38 1983 Orange 1025 133 42 38 1983 Orange 1026 81 38 37 2171 Orange 1027 81 38 37 2170 Orange 1028 81 38 37 2172 Orange 1029 81 38 37 2172 Orange 1030 81 38 37 2174 Orange 1031 81 38 37 2174 Orange 1032 81 38 37 2173 Orange 1033 81 38 37 2173 Orange 1034 81 38 37 2173 Orange 1035 81 38 37 2175 Orange 1036 80 38 37 2176 Orange 1037 80 38 37 2176 Orange 1038 80 38 37 2176 Orange 1039 80 38 37 2176 Orange 1040 80 38 37 2177 Orange 1041 80 38 37 2177 Orange 1042 80 38 37 2177 Orange 1043 80 38 37 2178 Orange 1044 80 38 37 2178 Orange 1045 80 38 37 2178 Orange 1046 80 38 37 2179 Orange 1047 80 38 37 2179 Orange 1048 80 38 37 2180 Orange 1049 81 38 37 2190 Orange 1050 80 38 37 2189 Orange 1051 81 38 37 2190 Orange 1052 81 38 37 2190 Orange 1053 80 38 37 2189 Orange 1054 80 38 37 2189 Orange 1055 81 38 37 2192 Orange 1056 81 38 37 2191 Orange 1057 81 38 37 2191 Orange 1058 81 38 37 2191 Orange 1059 81 38 37 2191 Orange 1060 81 38 37 2192 Orange 1061 81 38 37 2192 Orange 1062 81 38 37 2192 Orange 1063 80 38 37 2189 Orange 1064 81 38 37 2196 Orange 1065 81 38 37 2196 Orange 1066 81 38 37 2196 Orange 1067 81 38 37 2196 Orange 1068 81 38 37 2195 Orange 1069 81 38 37 2195 Orange 1070 81 38 37 2195 Orange 1071 81 38 37 2198 Orange 1072 81 38 37 2198 Orange 1073 Page-56 A15S I NBTM TAZ CORRESPONDENCE LIST I I LJ I I I I I ,' 1 I I I I I Tier TAZ RSA CAA TAZ COUNTY TAZ 81 38 37 2198 Orange 1074 81 38 37 2198 Orange 1075 81 38 37 2198 Orange 1076 81 38 37 2199 Orange 1077 81 38 37 2199 Orange 1078 81 38 37 2199 Orange 1079 81 38 37 2197 Orange 1080 81 38 37 2197 Orange 1081 81 38 37 2197 Orange 1082 81 38 37 2197 Orange 1083 81 38 37 2197 Orange 1084 81 38 37 2197 Orange 1085 BO 38 37 2181 Orange 1086 80 38 37 2181 Orange 1087 80 38 37 2181 Orange 1088 80 38 37 2182 Orange 1089 80 38 37 2186 Orange 1090 80 38 37 2186 Orange 1091 80 38 37 2186 Orange 1092 80 38 37 2183 Orange 1093 80 38 37 2183 Orange 1094 80 38 37 2184 Orange 1095 80 38 37 2184 Orange 1096 80 38 37 2188 Orange 1097 80 38 37 2185 Orange 1098 80 38 37 2185 Orange 1099 80 38 37 2185 Orange 1100 80 38 37 2185 Orange 1101 80 38 37 2187 Orange 1102 80 38 37 2187 Orange 1103 80 38 37 2187 Orange 1104 80 38 37 2187 Orange 1105 80 38 37 _2193 Orange 1106 80 38 37 2193 Orange 1107 81 38 37 2192 Orange 1108 80 38 37 2193 Orange 1109 80 38 37 2193 Orange 1110 80 38 37 2194 Orange 1111 80 38 37 2194 Orange 1112 80 38 37 2194 Orange 1113 81 38 37 2202 Orange 1114 81 38 37 2202 Orange 1115 81 38 37 2203 Orange 1116 81 38 37 2202 Orange 1117 80 38 37 2201 Orange 1118 80 38,! 37 2201 Orange 1119 80 38 37 2201 Orange 1120 80 38 37 2200 Orange 1121 81 38 37 2175 Orange 1122 81 38 37 2175 Orange 1123 I Page 57 NBTM TAZ CORRESPONDENCE LIST Tier TAZ I RSA I CAA TAZ COUNTY TAZ 69 38 31 2078 Orange 1124 72 38 32 2079 Orange 1125 72 38 32 2080 Orange 1126 72 38 32 2081 Orange 1127 72 38 32 2082 Orange 1128 72 38 32 2087 Orange 1129 72 38 32 2089 Orange 1130 72 38 32 2088 Orange 1131 72 38 32 2089 Orange 1132 72 38 32 2090 Orange 1133 72 38 32 2091 Orange 1134 72 38 32 2092 Orange 1135 72 38 32 2102 Orange 1136 70 38 32 2103 Orange 1137 70 38 32 2104 Orange 1138 72 38 32 2105 Orange 1139 71 38 32 2106 Orange 1140 71 38 32 2107 Orange 1141 72 38 32 2109 Orange 1142 71 38 32 2108 Orange 1143 71 38 32 2110 Orange 1144 72 38 32 2111 Orange 1145 73 38 33 2125 Orange 1146 73 38 33 2124 Orange 1147 73 38 33 2126 Orange 114E 73 38 33 2127 Orange 1149 73 38 33 2128 Orange 1150 73 38 33 2129 Orange 1151 73 38 33 2130 Orange 1152 73 38 33 2131 Orange 1153 73 38 33 2132 Orange 1154 73 38 33 2132 Orange 1155 73 38 33 2133 Orange 1156 73 38 33 2134 Orange 1157 73 38 33 2136 Orange 1158 73 38 33 2135 Orange 1159 73 38 33 2137 Orange 1160 73 38 33 2138 Orange 1161 74 38 33 2141 Orange 1162 74 38 33 2140 Orange 1163 74 38 33 2142 Orange 1164 74 38 33 2139 Orange 1165 74 3B 33 2139 Orange 1166 74 38 33 2143 Orange 1167 74 38 33 2143 Orange 1168 74 38 33 2143 Orange 1169 74 38 33 2144 Orange 1170 ' 74 38 33 2144 Orange 1171 74 38 33 2145 Orange 1172 74 38 33 2146 Orange 1173 Page 58 pl�p0 I NBTM TAZ CORRESPONDENCE LIST 1' I I Ll ,F] I I I I I I I LJ I Tier TAZ RSA CAA TAZ COUNTY TAZ 74 38 33 2147 Orange 1174 74 38 33 2146 Orange 1175 74 38 33 2147 Orange 1176 74 38 33 2148 Orange 1177 74 38 33 2148 Orange 1178 74 38 33 2149 Orange 1179 74 38 33 2149 Orange 1180 74 38 33 2149 Orange 1181 75 38 33 2151 Orange 1182 75 38 33 2151 Orange 1183 75 38 33 2150 Orange 1184 75 38 33 2152 Orange 1185 75 38 33 2152 Orange 1186 75 38 33 2153 Orange 1187 75 38 33 2164 Orange 1188 75 38 33 2154 Orange 1189 75 38 33 2156 Orange 1190 75 38 33 2155 Orange 1191 75 38 33 2157 Orange 1192 75 38 33 2155 Orange 1193 75 38 33 2158 Orange 1194 75 38 33 2159 Orange 1195 75 38 33 2159 Orange 1196 75 38 33 2159 Orange 1197 75 38 33 2161 Orange 1198 75 38 33 2160 Orange 1199 75 38 33 2160 Orange 1200 75 38 33 2162 Orange 1201 75 38 33 2163 Orange 1202 75 38 33 2164 Orange 1203 76 38 34 2205 Orange 1204 76 38 34 2204 Orange 1205 76 38 34 2204 Orange 1206 76 38 34 2204 Orange 1207 76 38 34 2204 Orange 1208 76 38 34 2205 Orange 1209 76 38 34 2204 Orange 1210 76 38 34 2205 Orange 1211 76 38 34 2204 Orange 1212 76 38 34 2206 Orange 1213 76 38 34 2206 Orange 1214 76 38 34 2207 Orange 1215 76 38 34 2207 Orange 1216 76 38 34 2207 Orange 1217 76 38 34 2208 Orange 1218 76 38, 34 2208 Orange 1219 76 38 34 2208 Orange 1220 76 38 34 2208 Orange 1221 76 38 34 2208 Orange 1222 76 38 34 2209 Orange 1223 pi Page 59 AEI NBTM TAZ CORRESPONDENCE LIST Tier TAZ RSA CAA TAZ COUNTY TAZ 76 38 34 2209 Orange 1224 76 38 34 2213 Orange 1225 76 38 34 2213 Orange 1226 76 38 34 2222 Orange 1227 76 38 34 2220 Orange 1228 76 38 34 2222 Orange 1229 76 38 34 2212 Orange 1230 76 38 34 2220 Orange 1231 76 38 34 2218 Orange 1232 77 38 35 2237 Orange 1233 76 38 34 2218 Orange 1234 76 38 34 2218 Orange 1235 76 38 34 2219 Orange 1236 77 38 35 2246 Orange 1237 76 38 34 2225 Orange 1238 76 38 34 2225 Orange 1239 77 38 35 2249 Orange 1240 76 38 34 2226 Orange 1241 77 38 35 2227 Orange 1242 77 38 35 2227 Orange 1243 77 38 35 2227 Orange 1244 77 38 35 2228 Orange 1245 77 38 35 2228 Orange 1246 77 38 35 2228 Orange 1247 77 38 35 2231 Orange 1248 77 38 35 2229 Orange 1249 77 38 35 2229 Orange 1250 77 38 35 2230 Orange 1251 77 38 35 2231 Orange 1252 77 38 35 2230 Orange 1253 77 38 35 2232 Orange 1254 77 38 35 2234 Orange 1255 77 38 35 2233 Orange 1256 77 38 35 2235 Orange 1257 77 38 35 2236 Orange 1258 77 38 35 2236 Orange 1259 77 38 35 2235 Orange 1260 77 38 35 2236 Orange 1261 77 38 35 2235 Orange 1262 77 38 35 2236 Orange 1263 77 38 35 2240 Orange 1264 77 38 35 2240 Orange 1265 77 38 35 2241 Orange 1266 77 38 35 2240 Orange 1267 77 38 35 2241 Orange 1268 77 38 35 2238 Orange 1269 77 38 35 2239 Orange 1270 38 35 2238 Orange 1271 i77 77 38 35 2239 Orange 1272 77 38 35 2242 Orange 1273 r I r I Page 60 Z I NBTM TAZ CORRESPONDENCE LIST I I I I it I I I w Ll I I I I LJ I Tier TAZ RSA CAA TAZ COUNTY TAZ 77 38 35 2243 Orange 1274 77 38 35 2242 Orange 1276 77 38 35 2244 Orange 1276 77 38 35 2245 Orange 1277 77 38 35 2247 Orange 1278 77 38 35 2247 Orange 1279 77 38 35 2248 Orange 1280 77 38 35 2247 Orange 1281 77 38 35 2247 Orange 1282 77 38 35 2248 Orange 1283 77 38 35 2248 Orange 1284 77 38 35 2254 Orange 1285 77 38 35 2250 Orange 1286 77 38 35 2251 Orange 1287 77 38 35 2252 Orange 1288 77 38 35 2253 Orange 1289 77 38 35 2252 Orange 1290 77 38 35 2253 Orange 1291 77 38 35 2254 Orange 1292 77 38 35 2255 Orange 1293 78 38 36 2256 Orange 1294 78 38 36 2257 Orange 1295 78 38 36 2258 Orange 1296 78 38 36 2260 Orange 1297 78 38 36 2259 Orange 1298 78 38 36 2261 Orange 1299 78 38 36 2264 Orange 1300 78 38 36 2263 Orange 1301 78 38 36 2262 Orange 1302 78 38 36 2267 Orange 1303 78 38 36 2266 Orange 1304 78 38 36 2265 Orange 1305 78 38 36 2269 Orange 1306 78 38 36 2268 Orange 1307 79 38 36 2270 Orange 1308 79 38 36 2272 Orange 1309 79 38 36 2271 Orange 1310 79 38 36 2273 Orange 1311 79 38 36 2276 Orange 1312 79 38 36 2275 Orange 1313 79 38 36 2277 Orange 1314 79 38 36 2274 Orange 1315 79 38 36 2279 Orange 1316 79 38 36 2278 Orange 1317 79 38 36 2281 Orange 1318 79 38 36 2283 Orange 1319 79 38 36 2284 Orange 1320 79 38 36 2265 Orange 1321 79 38 36 2286 Orange 1322 79 38 36 2289 Orange 1323 I Page 61 PC03 NBTM TAZ CORRESPONDENCE LIST r TierOr TAZ RSA CAA TAZ COUNTY TAZ 79 38 36 2288 Orange 1324 79 38 36 2284 Orange 1325 79 38 36 2290 Orange 1326 79 38 36 2287 Orange 1327 79 38 36 2293 Orange 1328 79 38 36 2292 Orange 1329 79 38 36 2293 Orange 1330 79 38 36 2296 Orange 1331 79 38 36 2295 Orange 1332 79 38 36 2294 Orange 1333 79 38 36 2282 Orange 1334 79 38 36 2291 Orange 1335 79 38 36 2293 Orange 1336 79 38 36 2282 Orange 1337 76 38 34 2207 Orange 1338 76 38 34 2223 Orange 1339 76 38 34 2221 Orange 1340 76 38 34 2224 Orange 1341 76 38 34 2211 Orange 1342 76 38 34 2211 Orange 1343 76 38 34 2210 Orange 1344 76 38 34 2211 Orange 1345 76 38 34 2214 Orange 1346 76 38 34 2214 Orange 1347 76 38 34 2215 Orange 1348 76 38 34 2216 Orange 1349 76 38 34 2216 Orange 1350 76 38 34 2217 Orange 1351 76 38 34 2217 Orange 1352 76 38 34 2217 Orange 1353 76 38 34 2217 Orange 1354 76 38 34 2217 Orange 1355 76 38 34 2226 Orange 1356 76 38 34 2225 Orange 1357 79 38 36 2280 Orange 1358 79 38 36 2280 Orange 1359 73 38 33 2127 Orange 1360 73 38 33 2127 Orange 1361 73 38 33 2127 Orange 1362 73 38 33 2127 Orange 1363 73 38 33 2127 Orange 1364 78 38 36 2256 Orange 1365 75 38 33 2156 Orange 1366 77 38 35 2254 Orange 1367 77 38 35 2255 Orange 1368 77 38 35 2255 Orange 1369 77 38 35 2236 Orange 1370 77 38 35 2235 Orange 1371 77 38 35 2236 Orange 1372 90 39 48 2337 Orange 1373 ,r r i I Page62 ^^ — I NBTM TAZ CORRESPONDENCE LIST I I I 11 I I I I [1 I ier TAZ RSA CAA TAZ COUNTY TAZ 90 39 48 2337 Orange 1374 90 39 48 2337 Orange 1375 90 39 48 2337 Orange 1376 90 39 48 2337 Orange 1377 90 39 48 2337 Orange 1378 90 39 48 2336 Orange 1379 90 39 48 2336 Orange 1380 90 39 48 2336 Orange 1381 90 39 48 2336 Orange 1382 90 39 48 2336 Orange 1383 90 39 48 2336 Orange 1384 90 39 48 2336 Orange 1385 90 39 48 2336 Orange 1386 90 39 48 2336 Orange 1387 90 39 48 2336 Orange 1388 90 39 48 2336 Orange 1389 90 39 48 2336 Orange 1390 90 39 48 2336 Orange 1391 90 39 48 2336 Orange 1392 90 39 48 2336 Orange 1393 90 39 48 2336 Orange 1394 91 39 48 2340 Orange 1395 91 39 48 2340 Orange 1396 91 39 48 2340 Orange 1397 91 39 48 2339 Orange 1398 91 39 48 2339 Orange 1399 91 39 48 2339 Orange 1400 91 39 48 2339 Orange 1401 91 39 48 2339 Orange 1402 91 39 48 2341 Orange 1403 91 39 48 2338 Orange 1404 91 39 48 2338 Orange 1405 91 39 48 2338 Orange 1406 84 39 44 2327 Orange 1407 89 39 47 2420 Orange 1408 89 39 47 2420 Orange 1409 89 39 47 2420 Orange 1410 84 39 44 2327 Orange 1411 89 39 47 2419 Orange 1412 89 39 47 2419 Orange 1413 89 39 47 2419 Orange 1414 89 39 47 2419 Orange 1415 85 39 45 2393 Orange 1416 89 39 47 2419 Orange 1417 89 39 47 2418 Orange 1418 89 39 47 2419 Orange 1419 89 39 47 2418 Orange 1420 89 39 47 2418 Orange 1421 89 39 47 2418 Orange 1422 89 39 47 2418 Orange 1423 I Page 63 p1.p5 NBTM TAZ CORRESPONDENCE LIST 7 L lierl TAZ RSA CAA Or -TAM TAZ COUNTY Nb FM TAZ 89 39 47 2418 Orange 1424 89 39 47 2418 Orange 1425 89 39 47 2418 Orange 1426 87 39 46 2408 Orange 1427 87 39 46 . 2409 Orange 1428 87 39 46 2407 Orange 1429 87 39 46 2407 Orange 1430 87 39 46 2409 Orange 1431 87 39 46 2407 Orange 1432 87 39 46 2403 Orange 1433 87 39 46 2403 Orange 1434 87 39 46 2404 Orange 1435 87 39 46 2402 Orange 1436 87 39 46 2399 Orange 1437 87 39 46 2402 Orange 1438 87 39 46 2402 Orange 1439 86 39 45 2381 Orange 1440 87 39 46 2401 Orange 1441 87 39 46 2404 Orange 1442 87 39 46 2404 Orange 1443 87 39 46 2404 Orange 1444 87 39 46 2405 Orange 1445 87 39 46 2404 Orange 1446 87 39 46 2405 Orange 1447 87 39 46 2405 Orange 1448 87 39 46 2405 Orange 1449 87 39 46 2405 Orange 1450 87 39 46 2405 Orange 1451 87 39 46 2405 Orange 1452 87 39 46 2405 Orange 1453 87 39 46 2405 Orange 1454 87 39 46 2405 Orange 1455 87 39 46 2406 Orange 1456 87 39 46 2410 Orange 1457 87 39 46 2410 Orange 1458 87 39 46 2410 Orange 1459 87 39 46 2410 Orange 1460 87 39 46 2411 Orange 1461 87 39 46 2411 Orange 1462 87 39 46 2411 Orange 1463 87. 39 46 2412 Orange 1464 89 39 47 2423 Orange 1465 89 39 47 2423 Orange 1466 89 39 47 2422 Orange 1467 89 39 47 2421 Orange 1468 89 39 47 2422 Orange 1469 89 39 47 2421 Orange 1470 89 39 47 2431 Orange 1471 89 39 47 2429 Orange 1472 89 39 47 2429 Orange 1473 I r I r r Page 64 N-ekf r i NBTM TAZ CORRESPONDENCE LIST j I 77 L I I I I I i I I I I L: TierOc TAZ RSA CAA TAZ COUNTY TAZ 89 39 47 2428 Orange 1474 89 39 47 2428 Orange 1475 89 39 47 2430 Orange 1476 89 39 47 2430 Orange 1477 89 39 47 2430 Orange 1478 89 39 47 2430 Orange 1479 89 39 47 2432 Orange 1480 89 39 47 2432 Orange 1481 89 39 47 2432 Orange 1482 89 39 47 2432 Orange 1483 89 39 47 2425 Orange 1484 89 39 47 2425 Orange 1485 89 39 47 2424 Orange 1486 89 39 47 2424 Orange 1487 89 39 47 2424 Orange 1488 89 39 47 2424 Orange 1489 89 39 47 2424 Orange 1490 89 39 47 2427 Orange 1491 89 39 47 2426 Orange 1492 89 39 47 2426 Orange 1493 89 39 47 2426 Orange 1494 87 39 46 2413 Orange 1495 87 39 46 2413 Orange 1496 87 39 46 2415 Orange 1497 87 39 46 2415 Orange 1498 87 39 46 2415 Orange 1499 88 39 47 2445 Orange 1500 87 39 46 2413 Orange 1501 87 39 46 2415 Orange 1502 87 39 46 2413 Orange 1503 87 39 46 2414 Orange 1504 87 39 46 2414 Orange 1505 87 39 46 2414 Orange 1506 88 39 47 2444 Orange 1507 88 39 47 2416 Orange 1508 95 40 61 2787 Orange 1509 88 39 47 2416 Orange 1510 88 39 47 2416 Orange 1511 88 39 47 2416 Orange 1512 88 39 47 2417 Orange 1513 88 39 47 2417 Orange 1514 88 39 47 2435 Orange 1515 88 39 47 2437 Orange 1516 88 39 47 2437 Orange 1517 88 39 47 2436 Orange 1518 88 39 47 2435 Orange 1519 88 39 47 2437 Orange 1520 88 39 47 2435 Orange 1521 88 39 47 2436 Orange 1522 88 39 47 2434 Orange 1523 Page 65 p41 r 'r r r r r 94 39 50 2352 Orange 1570 94 39 50 2354 Orange 1571 93 39 50 2353 Orange 1572 94 39 50 2351 Orange 1573 Page 66 pcLes NBTM TAZ CORRESPONDENCE LIST Ir--� L.J I I I�I I I I I 1 I I I I I Tier TAZ RSA CAA TAZ COUNTY TAZ 94 39 50 2351 Orange 1574 94 39 50 2354 Orange 1575 94 39 50 2380 Orange 1576 92 39 50 2347 Orange 1577 92 39 50 2347 Orange 1578 92 39 50 2347 Orange 1579 92 39 50 2348 Orange 1580 92 39 50 2348 Orange 1581 92 39 50 2348 Orange 1582 92 39 50 2348 Orange 1583 93 39 50 2349 Orange 1584 93 39 50 2349 Orange 1585 93 39 50 2349 Orange 1586 93 39 50 2350 Orange 1587 93 39 50 2372 Orange 1588 93 39 50 2350 Orange 1589 93 39 50 2371 Orange 1590 93 39 50 2371 Orange 1591 93 39 50 2371 Orange 1592 93 39 50 2373 Orange 1593 93 39 50 2372 Orange 1594 93 39 50 2373 Orange 1595 93 39 50 2374 Orange 1596 93 39 50 2374 Orange 1597 93 39 50 2372 Orange 1598 93 39 50 2372 Orange 1599 94 39 50 2351 Orange 1600 93 39 50 2353 Orange 1601 93 39 50 2353 Orange 1602 93 39 50 2353 Orange 1603 93 39 50 2379 Orange 1604 91 39 48 2342 Orange 1605 91 39 48 2342 Orange' 1606 92 39 50 2347 Orange 1607 92 39 50 2347 Orange 1608 91 39 48 2342 Orange 1609 92 39 50 2362 Orange 1610 92 39 50 2362 Orange 1611 92 39 50 2361 Orange 1612 92 - 39 50 2361 Orange 1613 92 39 50 2364 Orange 1614 92 39 50 2363 Orange 1615 92 39 50 2366 Orange 1616 92 39 50 2366 Orange 1617 88 39 47 2433 Orange 1618 93 39, 50 2379 Orange 1619 94 39 50 2380 Orange 1620 93 39 50 2379 Orange 1621 93 39 50 2379 Orange 1622 94 39 50 2380 Orange 1623 Page 67 tv-p° NBTM TAZ CORRESPONDENCE LIST , Tier 1 OOTAM NMV7' TAZ RSA CAA TAZ COUNTY TAZ 94 39 50 2380 Orange 1624 94 39 50 2380 Orange 1625 91 39 48 2344 Orange 1626 91 39 48 2346 Orange 1627 91 39 48 2333 Orange 1628 91 39 48 2333 Orange 1629 91 39 48 2333 Orange 1630 91 39 48 2335 Orange 1631 , 91 39 48 2335 Orange 1632 91 39 48 2332 Orange 1633 91 39 48 2332 Orange 1634 ' 91 39 48 2332 Orange 1635 91 39 48 2332 Orange 1636 91 39 48 2334 Orange 1637 91 39 48 2334 Orange 1638 91 39 48 2343 Orange 1639 91 39 48 2334 Orange 1640 91 39 48 2334 Orange 1641 91 39 48 2346 Orange 1642 92 39 50 2367 Orange 1643 92 39 50 2365 Orange 1644 92 39 50 2365 Orange 1645 92 39 50 2365 Orange 1646 92 39 50 2365 Orange 1647 92 39 50 2365 Orange 1648 92 39 50 2366 Orange 1649 92 39 50 2369 Orange 1650 92 39 50 2370 Orange 1651 92 39 50 2369 Orange 1652 92 39 50 2370 Orange 1653 92 39 50 2368 Orange 1654 92 39 50 2369 Orange 1655 92 39 50 2368 Orange 1656 95 40 61 2789 Orange 1657 95 40 61 2790 Orange 1658 95 40 61 2791 Orange 1659 96 40 61 2794 Orange 1660 96 40 61 2798 Orange 1661 96 40 61 2799 Orange 1662 96 40 61 2797 Orange 1663 96 40 61 2793 Orange 1664 95 40 61 2791 Orange 1665 96 40 61 2792 Orange 1666 96 40 61 2792 Orange 1667 96 40 61 2793 Orange 1668 96 40 61 2795 Orange 1669 96 40 61' 2796 Orange 1670 84 39 44 2328 Orange 1671 B4 39 44 2328 Orange 1672 84 39 44 2328 Orange 1673 Page 68 N10 I NBTM TAZ CORRESPONDENCE LIST I, I I p I LJ I 1 I I I I I Tier TAZ RSA CAA TAZ COUNTY TAZ 84 39 44 2328 Orange 1674 84 39 44 2328 Orange 1675 90 39 48 2331 Orange 1676 92 39 50 2376 Orange 1677 154 44 49 2506 Orange 1678 154 44 49 2509 Orange 1679 154 44 49 2512 Orange 1680 154 44 49 2514 Orange 1681 154 44 49 2515 Orange 1682 154 44 49 2518 Orange 1683 154 44 49 2519 Orange 1684 154 44 49 2621 Orange 1685 155 44 51 2540 Orange 1686 155 44 51 2541 Orange 1687 155 44 51 2543 Orange 1688 155 44 51 2544 Orange 1689 156 44 51 2546 Orange 1690 156 44 51 2547 Orange 1691 156 44 51 2556 Orange 1692 156 44 51 2557 Orange 1693 156 44 51 2558 Orange 1694 156 44 51 2559 Orange 1695 156 44 51 2565 Orange 1696 95 40 61 2788 Orange 1697 137 42 41 2039 Orange 1698 137 42 41 2040 Orange 1699 154 44 49 2508 Orange 1700 154 44 49 2510 Orange 1701 154 44 49 2511 Orange 1702 154 44 49 2513 Orange 1703 154 44 49 2517 Orange 1704 154 44 49 2520 Orange 1705 155 44 51 2542 Orange 1706 155 44 51 2545 Orange 1707 155 44 51 2548 Orange 1708 156 44 51 2549 Orange 1709 156 44 51 2566 Orange 1710 156 44 51 2567 Orange 1711 156 44 1 51 1 2568 1 Orange 1712 U:\UcJobs\00460\taz\[TAZCorrAll.xls]Corr I Page 69 p)1 NBTM TAZ TO TRAFFIC ANALYSIS DISTRICT CORRESPONDENCE ' , , , I TRAFFIC ANALYSIS DISTRICT jNBTMTAZ PRELIMINARY TAZ 1 Banning Ranch/West Newport 904 C726 1 Banning Ranch/West Newport 905 C727 1 Banning Ranch/West Newport 906 C729 1 Banning Ranch/West Newport 907 C730 1 Banning Ranch/West Newport 908 C731 1 Banning Ranch/West Newport 909 C732 1 Banning Ranch/West Newport 910 C733 1 Banning Ranch/West Newport 911 C734 1 Banning Ranoh/West Newport 912 C735 1 Banning Ranch/West Newport 913 C736 1 Banning Ranch/West Newport 914 C737 1 Banning Ranch/West Newport 915 C738 1 Banning RanchMest Newport 916 C739 1 Banning Ranch[West Newport 917 C740 1 Banning Ranch/West Newport 1435 N29 1 Banning Ranch/West Newport 1436 N30 1 Banning Ranch/West Newport 1437 N31A 1 Banning Ranch/West Newport 1438 N31 B 1 Banning Ranch/West Newport 1439 N32 1 Banning Ranch/West Newport 1440 N33 1 Banning RanchfWest Newport 1441 N34 1 Banning Ranch/West Newport 1442 N35 1 Banning RanchlWest Newport 1443 N36 1 Banning RanchlWest Newport 1444 N37A 1 Banning Ranch/West Newport 1446 N38A 1 Banning Ranch/West Newport 1556 N302 1 Banning Ranch/WestNewport 1W N303 1 Banning Ranch/West Newport 1158 N305B 1 Banning RanchfWest Newport 1559 N306 1 Banning RanchfWest Newport 1560 N304 2 Mariner's Mile/Newport Hei hts 946 C769 2 Mariner's Mile/Newport Heights 947 C770 2 Mariner's Mile/Newport Heights 952 C775 2 Mariner's Mile/Newport Heights 953 C776 2 Mariner's Mile/Newport Heights 958 C781 2 Mariner's Mile/Newport Hei hts 959 C782 2 Mariner's Mile/Newport Heights 963 C786 2 Mariner's Mile/Newport Heights 1427 N22 2 Mariner's Mile/Newport Heights . 1428 N23 2 Mariner's Mile/Newport Heights 1429 N24 2 Mariner's Mile/Newport Heights 1430 N25A 2 Mariner's Mile/Newport Heights 1431 1 N25B 2 Mariner's Mile/Newport Heights 1432 N26 2 Mariner's Mile/Newport Hei hts 1433 N27 2 Mariner's Mile/Newport Heights 1,,34 N28 2 Mariner's Mile/Newport Hei hts 1561 N328 3 Newport Bay 1445 N37B 3 Newport Bay 1447 N38B 3 Newport Bay 1448 N39 Mz I INBTM TAZ TO TRAFFIC ANALYSIS DISTRICT CORRESPONDENCE I L r I C I I L I I I I 11 TRAFFIC ANALYSIS DISTRICT NBTM TAZ PRELIMINARY TAZ 3 Newport Bay 1449 N40 3 Newport Bay 1450 N41 3 Newport Bay 1451 N42 3 Newport Bay 1452 N43 3 Newport Bay 1453 N44 3 Newport Bay 1454 N45 3 Newport Bay 1455 N46 3 Newport Bay 1456 N47 4 Airport Area 1373 NIA 4 Airport Area 1374 N1 B 4 Airport Area 1375 N I C 4Airport Area 1376 NID 4 Airport Area 1377 E ME 4 Airport Area 1378 N1F 4 Airport Area 1379 N2A 4 Airport Area 1380 N213 4 Airport Area 1381 N2C 4 Airport Area 1382 N2D 4 Airport Area 1383 N2E 4 Airport Area 1384 N2F 4 Airport Area 1385 N2G 4 Airport Area 1386 N2H 4 Airport Area 1387 N21 4 Air ort Area 1388 N2J 4 Airport Area 1389 N2K 4 Airport Area 1390 N21- 4 Airport Area 1391 N2M 4 Airport Area 1392 N2N 4 Airport Area 1393 N2O 4 Airport Area 1394 N3 4 Airport Area 1395 N4A 4 Airport Area 1396 N413 4 Airport Area 1397 WC 4 Airport Area 1398 N5A 4 Airport Area 1399 N513 4 Airport Area 1400 N5C 4 Airport Area 1401 N6A 4 Airport Area 1402 N6B 4 Airport Area 1403 N7A 4 Airport Area 1404 N8A 4 Airport Area 1405 N813 4 Airport Area 1406 N8C 5 Ba iew 1407 N9 5 Bayview 1408 N10A 5 Bayview 1409 N10B 5 Bayview 1410 N10C 5 Bayview 1411 N11A 5 Bayview 1563 N310A 5 Ba iew 1671 N310B I Ana i NBTM TAZ TO TRAFFIC ANALYSIS DISTRICT CORRESPONDENCE I TRAFFIC ANALYSIS DISTRICT I NBTM TAZ I PRELIMINARY TAZ 5 Bayvlew 1672 N310C 5 Bayview 1673 N310D 5 Bayview 1674 N310E 5 Bayview 1675 N310F 6 D'over/Westcliff 966 C789A 6 DoverMestcliff 980 C802 6 Dover/Westciiff 981 C803 6 DoverMestcliff 1412 N11B 6 DoverMestcliff 1413 N11C 6 DoverMestcliff 1414 N12 6 DovertWestcliff 1415 N13A 6 DoverMestcliff 1416 N13B 6 DoverMestcliff 1417 N14A 6 DoverMestcliff 1418 N14B 6 DoverMestcliff 1419 N15A 6 Dover/Westciiff 1420 N15B 6 DoverMestcliff 1421 N16 6 Dover/Westcliff 1422 N17 6 DoverMestcliff 1423 N18 6 DoverMestcliff 1424 N19 6 DoverMestcliff 1425 N20 6 DoverMestcliff 1426 N21 6 DoverMestcliff 1564 N311 , 7 Eastbluff 1467 N57 7 Eastbluff 1468 N58A 7 Eastbluff 1469 N58B 7 Eastbluff 1470 N59 7 Eastbluff 1471 N60 8 Newport Center 1465 N55 8 Newport Center 1466 N56 8 Newport Center 1480 N69 8 Newport Center 1481 N70 8 Newport Center 1482 N71 8 Newport Center 1483 N72 8 Newport Center 1484 N73 8 Newport Center 1485 N74 8 Newport Center 1486 N75 8 Newport Center 1487 N76 8 Newport Center 1488 N77 8 Newport Center 1489 N78 8 Newport Center 1490 N79 8 New 'ortCenter 1491 N80 8 Newport Center 1492 N81 8 Newport Center 1493 N82 8 Newport Center 1494 N83 9 Ba side/Balboa Island 1461 N52A 9 Bays cle/Balboa Island 1462 N52B 9 Ba side/Balboa Island 1463 N53 9 Ba side/Balboa Island 1464 N54 U 11 I i i I I iJ I I I I I I i I F iNBTM TAZ TO TRAFFIC ANALYSIS DISTRICT CORRESPONDENCE i L i I I I II i i i I li I1 TRAFFIC ANALYSIS DISTRICT I NBTM TAZ PRELIMINARY TAZ 9 Ba sidelBalboa Island 1495 N84 9 Ba sidelBalboa Island 1496 N85A 9 Ba sidelBalboa Island 1497 N85B 9 Ba side/Balboa Island 1498 N86 9 Ba sidelBalboa Island 1499 N87 9 Ba side/Balboa Island 1501 N89A 9 Ba side/Balboa Island 1502 N89B 9 Ba side/Balboa Island 1503 N90A 10 Balboa Peninsula 1457 N48 10 Balboa Peninsula 1458 N49 10 Balboa Peninsula 1459 N50 10 Balboa Peninsula 1460 N51 11 Bonita Canyon 1472 N61 11 Bonita Canyon 1473 N62 11 Bonita Canyon 1474 N63 11 Bonita Canyon 1475 N64 11 Bonita Canyon 1476 N65 11 Bonita Can on 1477 N66 11 Bonita Canyon 1478 N67 11 Bonita Canyon 1479 N68 11 Bonita Canyon 1525 N236 11 Bonita Canyon 1526 N237 11 Bonita Canyon 1527 N239 11 Bonita Canyon 1528 N240 11 Bonita Canyon 1618 N238 12 Harbor View Hills/Newport Ride 1515 N99 12 Harbor View Hills/Newport Ride 1516 N100 12 Harbor View Hills/htew ort Ride 1517 N101 12 Harbor View Hills/Newport Ride 1518 N102 12 Harbor View HiIIsINew ort Ride 1519 N103 12 Harbor View Hills/Newport Ride 1520 N104 12 Harbor View Hills/Newport Ride 1521 N105 12 Harbor View Hills/Newport Ride 1522 N106 12 Harbor View Hills/Newport Ride 1529 N241 12 Harbor View Hills/Newport Ride 1530 N242 12 Harbor View Hills/Newport Ride 1535 N281 13 Newport Coast WesUCorona Del Mar 5500 N88 13 Newport Coast WesUCorona Del Mar 13 Newport Coast west/Corona Del Mar 13 Newport Coast WesUCorona Del Mar 1504 1505 1506 N90B N91 N92 13 New ort Coast West/Corona Del Mar 1507 N93 13 Newport Coast West/Co rona Del Mar 13 Newport Coast West/Corona Del Mar 13 New ort Coast WesUCorona Del Mar 1508 1510 1511 N94 N95A N95B 13 Newport CoastW-estlCorona Del Mar 13 Newport Coast WesUCorona Del Mar 13 New ort Coast West/Corona Del Mar 13 New Coast WesUCorona Del Mar 13 Newport Coast WesUCorona Del Mar 1512 1513 1514 1531 1536 N96 N97 N98 N286A N282 r 1�� s I NBTM TAZ TO TRAFFIC ANALYSIS DISTRICT CORRESPONDENCE I TRAFFIC ANALYSIS DISTRICT NBTM TAZ PRELIMINARY TAZ 13 Newport Coast West/Corona Del Mar 1537 N283 13 Newport Coast West/Corona'Del Mar 1538 N284 13 Newport Coast West/Corona Del Mar 1539 N285 13 Newport Coast West/Corona Del Mar 1540 N286B 13 Newport Coast West/Corona-Del Mar 1541 N287 13 Newport Coast West/Ciorona•Del Mar 1542 N288 13 Newport Coast West/Corona Del Mar 1643 N289 13 Newport Coast West/Corona Del Mar 1546 N292 14 Newport Coast East 1532 N244A 14 Newport Coast,East 1533 N244B 14 Newport Coast East 1534 N245A 14 Newport Coast East 1544 N290 14 Newport Coast East 1545 N291 14 Newport Coast East 1547 N293 14 Newport Coast East 1648 N294 14 Newport Coast East 1549 N295 14 Newport Coast East 1550 N296 14 Newport Coast East 1551 N297 14'Newport Coast East 1552 N298 14 Newport Coast East 1553 N299 14 Newport Coast East 1554 N300 14 Newport Coast East 1555 N301 R'1� I i I I [1 I 1 I I I I APPENDIX B 2002 LAND USE I L I I I I L� I I! II I II I! II Study Area Land Use By NBTM Taz Analysis Year. 2002 Runld., ExVa05 Land Use: ExVa05 Network: ExVa01 Reference Number: 00460 Build Date: 1/28/2003 Build Time, 10:00:00 AM Modeler. Mania Whiteman NBTM TAZ Land Use Code Ulna Uescllpft -- QUKM 1435 1 DU Res -Low (SFD) 68.000 1435 2 DU Res -Medium (SFA) 28.000 1435 10 TSF General'Commerclal 10.800 1435 13 TSF Restaurant 8.400 1435 15 TSF Fast Food Restaurant 2.700 1436 1 DU Res -Low (SFD) 5.000 1436 2 DU Res -Medium (SFA) 573.000 1436 3 DU Apartment 489.000 1436 4 DU Eldedy Residential 148.000 1436 10 TSF General Commercial 3.500 1436 24 TSF Medical Office 18:000 1436 26 TSF Industrial 39.600 1436 35 BEDS Nursing/Conv. Home 169.000 1436 38 ACRE Park 0.170 1437 26 TSF Industrial 1.500 1438 1 DU Res -Low (SFD) 2.000 1438 23 TSF General Office 39.900 1438 26 TSF Industrial 1.500 1438 27 TSF Mini-Storage/Warehouse 3.330 1438 29 STU Elementary/Pnvate School 622.000 1439 1 DU Res -Low (SFD) 3.000 1439 2 DU Res -Medium (SFA) 33.000 1439 3 DU Apartment 137.000 1439 5 DU Mobile Home 294.000 1439 10 TSF General Commercial 50.910 1439 23 TSF General Office 37.410 1439 24 TSF Medical Office 61.630 1439 25 TSF R & D 13.780 1439 26 TSF Industrial 489.730 1439 35 BEDS Nursing/Conv. Home 59.000 1440 2 DU Res -Medium (SFA) 281.000 1441 1 DU Res -Low (SFD) 462.000 1441 2 DU Res -Medium (SFA) 270.000 1441 3 DU Apartment 12.000 1441 6 ROOM Motel 90.000 1441 10 TSF General Commercial 25.670 1441 13 TSF Restaurant 9.060 Friday, January 31, 2003 .;1� Page 1 of 15 Analysis Year. Runid: Land Use: Network., 2002 ExVa05 ExVa05 ExVa01 Rehrence Number. 00460 Build Dote: 1/2812003 Build Time: 10:00:00 AM Modeler. Media Whiteman WTMTAZ UN On Coda 011fti kmtfINl QUM 1441 15 TSF Fast Food Restaurant 0.620 1442 1 DU Res -Low (SFD) 43.000 ' 1442 2 OU Res-Medlum (SPA) 207.000 1442 38 ACRE Park 6.790 1443 1 DU Res -Low (SFD) 150.000 1443 2 DU Res -Medium (SPA) 291.0D0 1443 3 DU Apartment 64.000 ' 1443 38 ACRE Park 6.500 1444 1 DU Res -Low (SFD) 101,000 1444 2 OU Res -Medium (SFA) 420.000 1446 1 DU Res -Low (SFD) 188.000 1446 2 DU Res-Medlum (SPA) 96.000 1446 38 ACRE Park 2.690 1427 1 DU Res-Low(SFD) 315.000 1427 2 DU Res -Medium (SFA) 223.000 ' 1427 10 TSF General Commercial 4.170 1427 15 TSF Fast Food,Reslaurant 1.670 1427 16 TSF Auto Dealer/Sales 11.360 1427 23 TSF General Office 17.630 1427 24 TSF Medical Office 12.000 1427 30 STU Junior/High School 2,184.000 1427 35 BEDS Nursing/Conv. Home 68.000 1427 36 TSF Church 69.680 1427 37 TSF Youth Clr/Service 7.520 1427 1428 38 1 ACRE DU Park Res -Low (SFD) 0.400 262.000 ' 1428 3 DU Apartment 152.000 1428 7 ROOM Hotel 124.000 1428 10 TSF General Commercial 208.220 1428 13 TSF Restaurant 16.960 1428 15 TSF Fast Food Restaurant 3.380 ' 1428 16 TSF Auto Dealer/Sales 14.110 1428 19 CRT Tennis Club 1.000 1428 20 SLIP Marine 130.000 1428 23 TSF General Office 9,300 1428 24 TSF Medical Office 5.490 1428 37 TSF Youth Ctr/Service 22.310 1429 1 DU Res -Low (SFD) 656.000 1429 2 DU Res -Medium (SFA) 13.000 1429 3 DU Apartment 59.000 January 31, 2003 1^ Page 2 of 16 1 rj Analysis Year: ' Runld., Land Use: Network. u II II 2002 Reference Number: 00460 ExVa05 Build Date: 1/2812003 ExVa05 Build Time: 10:00:00 AM ExVa01 Modeler. Mettle Whiteman MTM TAZ Lind Ilse CA NU Dumpift 4UORY 1429 21 SEAT Theater 90.000 1429 29 STU Elementary/Private School 436.000 1429 37 TSF Youth Ctr/Service 0.900 1429 38 ACRE Park 3.030 1430 1 DU Res -Low (SFD) 30.000 1430 6 ROOM Motel 53.000 1430 10 TSF General Commercial 159.640 1430 13 TSF Restaurant 33.190 1430 15 TSF Fast Food Restaurant 6.170 1430 16 TSF Auto Dealer/Sales 21.170 1430 18 TSF Health Club 4.000 1430 23 TSF General Office 144200 1430 33 TSF Post Office 9.900 1431 3 DU Apartment 36.000 1431 10 TSF General Commercial 97.860 1431 13 TSF Restaurant 49.800 1431 17 TSF Yacht Club 2.250 1431 23 TSF General Office 77.650 1432 1 DU Res -Low (SFD) 280.000 1432 2 DU Res -Medium (SFA) 104.000 1432 3 DU Apartment 8.000 1432 6 ROOM Motel 23.000 1432 10 TSF General Commercial 35.340 1432 13 TSF Restaurant 13.360 1432 23 TSF General Office 90.340 1432 24 TSF Medical Office 7.400 1432 26 TSF Industrial 0.300 1433 2 DU Res -Medium (SFA) 98.000 1433 3 DU Apartment 125.000 1433 23 TSF General Office 67.160 1433 24 TSF Medical Office 22.120 1433 26 TSF Industrial 130.590 1433 35 BEDS NursinglConv. Home 270.000 1434 2 DU Res -Medium (SFA) 673.000 1434 10 TSF General Commercial 17.760 1434 23 TSF General Office 6.160 1434 24 TSF Medical Office 201.150 1434 28 TSF Pre-school/Day Care 7.770 1434 34 BED Hospital 351.000 1434 35 BEDS NursinglConv. Home 95.000 Friday, January 31, 2003 �� Page 3 of 15 Analysis Year. 2002 Runfd: ExVa05 Land Use: ExV805 Network: ExV801 Reference Number. 00460 Build Dale: 1/28/2003 Build 77me: 10:00:00 AM ' Modeler. Media Whiteman tiTM TAZ UN wp CO wife oeaai ift Or" 1445 1 DU Res -Low (SFD) 148.000 1445 2 DU Res-Medlum (SFA) 429.000 1447 1 DU Res -Low (SFD) 134.000 1447 2 DU Res -Medium (SFA) 149.000 1448 1 DU Res -Low (SFD) 87.000 1448 2 DU Res -Medium (SFA) 68.000 1448 10 TSF General Commercial 23.800 1448 13 TSF Restaurant 4.950 1448 23 TSF General Office 9.750 1448 24 TSF Medical Office 0.790 1449 1 DU Res -Low (SFD) 9.000 1449 2 DU Res -Medium (SFA) 78.000 1449 10 TSF General Commercial 64.040 1449 13 TSF Restaurant 5.280 1449 15 TSF Fast Food Restaurant 2.120 1449 23 TSF General Office 20.020 1450 1 DU Res -Low (SFD) 2.000 1450 2 DU Res -Medium (SFA) 55.000 1450 3 DU Apartment 3.000 1450 6 ROOM Motel 16.000 1450 10 TSF General Commercial 31.980 1450 13 TSF Restaurant 34.660 1450 23 TSF General Office 35.750 1450 26 TSF Industrial 11.100 1451 1 DU Res -Law (SFD) 22.000 1451 2 DU Res-Medlum (SFA) 106.000 1461 3 DU Apartment 5.000 1451 6 ROOM Motel 3.000 1451 7 ROOM Hotel 22.000 1451 10 TSF General Commercial 36.490 1451 13 TSF Restaurant 30.850 1451 15 TSF Fast Food Restaurant 6.930 1451 23 TSF General Office 3.550 1452 2 DU Res -Medium (SFA) 12.000 1452 10 TSF General Commercial 89.490 1452 13 TSF Restaurant s 33.640 1452 15 TSF Fast Food Restaurant 6.150 1452 23 TSF General Office 90.220 1452 37 TSF Youth Cir/Service 6,000 1453 10 TSF General Commercial 103.170 tl Friday. January 31, 2003 - - alU Page 4 of 15 1 L Analysis Year. ' Runid: Land Use: Network: L_J II II 2002 Reference Number. 00460 ExVa05 Build Date: 1/2812003 ExVa05 Build Time: 10:00:00'AM ExVa01 Modeler. Madie Whiteman IiTM TAZ -- - - Lmd Un We Unite Dose" QeXEY 1453 13 TSF Restaurant 1.950 1453 21 SEAT Theater 685.000 1453 23 TSF General Office 63.680 1453 24 TSF Medical Office 1.000 1453 36 TSF Church 15.710 1454 1 DU Res -Low (SFD) 41.000 1454 2 DU Res-Medlum (SFA) 19.000 1454 10 TSF General Commercial 162.430 1454 11 ACRE Comm./Recreation 0.850 1454 13 TSF Restaurant 30.160 1454 15 TSF Fast Food Restaurant 3.680 1454 23 TSF General Office 91.320 1454 26 TSF Industrial 47.850 1454 37 TSF Youth Clr/Service 4.650 1455 1 DU Res -Low (SFD) 3.000 1455 2 DU Res -Medium (SFA) 164.000 1455 5 DU Mobile Home 251.000 1455 13 TSF Restaurant 9.200 1455 23 TSF General Office 1.000 1455 26 TSF Industrial 38.000 1456 1 DU Res -Low (SFD) 797.000 1456 2 DU Res -Medium (SFA) 98.000 1456 3 DU Apartment 26.000 1373 10 TSF General Commercial 22.554 1373 23 TSF General Office 55.320 1373 24 TSF Medical Office 2.626 1373 25 TSF R & D 0.450 1373 26 TSF Industrial 12.644 1374 10 TSF General Commercial 22.392 1374 23 TSF General Office 64.923 1374 24 TSF Medical Office 2.607 1374 25 TSF R & D 0.447 1374 26 TSF Industrial 12.553 1375 10 TSF General Commercial 32.606 1375 13 TSF Restaurant 10.000 1375 -- - 23• TSF General Office 79.976 1375 24 TSF Medical Office 3.797 0.651 1375 25 TSF R & D 18.280 1375 26 TSF Industrial 1376 10 TSF General Commercial 35.779 Fnday, January 31, 2003 �^ Page 5 of 15 Analysis Year. Runld: Land Use: Network: 2002 ExVa05 ExVa05 ExVa01 Relerence Number. 00460 Build Date: 12812003 Build 77mo: 10:00:00 AM Modeler. Vadle Whiteman , IiTM TAZ lmd Up Eode Uritre 1ltcriptlBn Quntlty 1376 23 TSF General Office 87.758 1376 24 TSF Medical Office 4.166 ' 1376 25 TSF R & D 0.714 1376 26 TSF Industrial 20.OSB ' 1377 10 TSF General Commercial 49.461 1377 23 TSF General Office 121.317 1377 24 TSF Medical Office 5.759 ' 1377 25 TSF R & D 0.987 1377 1378 26 10 TSF TSF Industrial General Commercial 27.729 56.627 ' 1378 23 TSF General Office 138,895 1378 24 TSF Medical Office 6.594 1378 25 TSF R & D 1.130 ' 1378 26 TSF Industrial 31.746 1379 23 TSF General Office 336.769 ' 1380 23 TSF General Office 152.776 1381 23 TSF General Office 213.637 1382 23 TSF General Office 309.687 d 1383 23 TSF General Office 202.585 1384 13 TSF Restaurant 22,650 1384 23 TSF General Office 64.558 ' 1385 7 ROOM Hotel 349.000 1366 23 TSF General Office 164.066 ' 1387 23 TSF General Office 177.534 1388 10 TSF General Commercial 55.510 1388 13 TSF Restaurant 45,400 ' 1389 16 TSF Auto Dealer/Sales 60.550 1389 23 TSF General Office 193.450 1390 23 TSF General Woe 141.083 , 1391 23 TSF General Office 93.836 1392 18 TSF Health Club 17.780 1392 23 TSF General Office 154.679 ' 1393 10 TSF General Commercial 58.120 1395 7 ROOM Hotel 154.000 ' 1395 10 TSF General Commercial 22.000 1395 1396 13 23 TSF TSF Restaurant General Office 8.190 591.600 , 1397 23 TSF General Office 165.040 1398 23 TSF General Office 82.583 1399 23 TSF General Office 105.519 , Friday, January 31, 2003 b Page 6 of 15 1 CI I� Analysis Year. Runid: Land Use: Network: 2002 Reference Number. 00460 ExVa05 Build Date: 1/2812003 ExVa05 Build Time: 10:00:00 AM ExVa01 Modeler. Martte Whiteman NTMTAZ lmdgo Code Uiits 163CW& QUXR" 1400 23 TSF General Office 62.078 1401 23 TSF General Office 86.096 1402 23 TSF General Office 45.794 1403 7 ROOM Hotel 471.000 1403 10 TSF General Commercial 10.800 1403 13 TSF Restaurant 8.900 1403 18 TSF Health Club 7.100 1403 23 TSF General Office 393.050 1404 23 TSF General Office 434.953 1405 10 TSF General Commercial 96.000 1405 13 TSF Restaurant 20.700 1405 15 TSF Fast Food Restaurant 11.910. 1405 23 TSF General Office 695.157 1406 25 TSF R & D 227.520 1406 26 TSF Industrial 153.850 1407 3 OU Apartment 6.000 1407 10 TSF General Commercial 31.720 1407 15 TSF Fast Food Restaurant 1.560 1407 23 TSF General Office 124.990 1408 1 DU Res -Low (SFD) 144.000 1409 7 ROOM Hotel 256.000 1409 10 TSF General Commercial 32.860 1409 13 TSF Restaurant 8.000 1409 23 TSF General Office 644.060 1409 38 ACRE Park 1,990 1410 2 OU Res -Medium (SFA) 88.000 1411 10 TSF General Commercial 1.380 1411 40 ACRE Golf Course 15.690 1412 1 DU Res -Low (SFD) 58.000 1413 2 DU Res -Medium (SFA) 33,000 1413 18 TSF Health Club 16.770 1413 23 TSF General Office 138.910 1415 1 DU Res -Low (SFD) 153.000 4.240 1415 36 TSF Church 1416 1 DU Res -Low (SFD) 198.000 1417 1 DU Res -Low (SFD) 56.000 1418 1 DU Res -Low (SFD) 59.000 1419 1 OU Res -Low (SFD) 173.000 1420 1 DU Res -Low (SFD) 465.000 1421 1 DU Res -Low (SFD) 116.000 Friday, January 31, 2003 �� Page 7 of 15 Analysis Year. 2002 Reference Number. 00460 Runld: ExVa05 Build Date: 1/28/2003 Land Use: ExVa05 Build Time: 10:00:00 AM Network ExVa01 Modeler. Mania Whiteman Ulm ON CA tMTM TAZ *1b 110tu 4uxfl" 1421 2 DU Res -Medium (SFA) 60.000 1421 3 DU Apartment 352.000 1421 10 TSF General Commercial 120A00 1421 13 TSF Restaurant 4.370 1421 15 TSF Fast Food Restaurant 3.000 1421 23 TSF General Office 96.020 1421 24 TSF Medical Office 44.030 1421 29 STU Elementary/Prvate School 636.000 1421 32 TSF Library 5.240 1422 1 DU Res-Low(SFD) 490.000 1423 1 DU Res -Low (SFD) 266.000 1423 37 TSF Youth Clr/Service 16.230 1423 38 ACRE Park 4.000 1424 3 DU Apartment 1,445.000 1426 10 TSF General Commercial 1.730 1425 23 TSF General Office 94.670 1425 36 TSF Church 24.100 1426 1 DU Res -Low (SFD) 118.000 1426 36 TSF Church 10.150 1467 3 DU Apartment 1,185,000 1468 29 STU Elementary/Private School 320.000 1469 2 DU Res -Medium (SFA) 792.000 1469 3 DU Apartment 225.000 1469 28 TSF Pre-schoolfDay Care 6A50 1469 29 STU Elementary/Private School 294,000 1469 30 STU Junior/High School 1.801.000 1469 36 TSF Church 29.700 1469 37 TSF Youth Ctr/Service 34.970 1469 38 ACRE Park 8.000 1470 2 DU Res -Medium (SFA) 145.000 1470 10 TSF General Commercial 72.100 1470 19 CRT Tennis Club 19.000 1470 23 TSF General Office 11.660 1471 1 DU Res -Low (SFD) 460.000 1471 38 ACRE Park 2.000 1465 5 DU Mobile Home 291.00D 1465 20 SLIP Marine 218.000 1466 2 DU Res-Medtum (SFA) 147.000 1466 7 ROOM 1-101e6 410.000 1466 19 CRT Tennis Club 16.000 I 1! L t 11 1 I Friday, January 31. 2003 %m Page 8 of 15 II Analysis Year. ' Runld: Land Use: Network., 2002 Reference Number. 00460 ExVa05 Build Date: 1128/2003 ExVa05 Build rime: 10:00:00 AM ExVa01 Modeler. Media Whiteman NBTM TAZ - Land use code M LLea mption MEW 1466 22 ACRE Newport Dunes 64.000 1466 37 TSF Youth Ctr/Service 2.690 1466 40 ACRE Golf Course 9.000 1480 2 DU Res -Medium (SFA) 144.000 1480 3 DU Apartment 80.000 1481 1 DU Res -Low (SFD) 101.000 1481 2 DU Res -Medium (SFA) 182.000 1481 10 TSF General Commercial 1.830 1481 38 ACRE Park 2.040 1482 1 DU Res -Low (SFD) ' 142.000 1482 2 DU Res -Medium (SFA) 43.000 1482 3 DU Apartment 73.000 1482 40 ACRE Golf Course 181.200 1483 1 DU Res -Low (SFD) 21.000 1484 7 ROOM Hotel 325.000 1484 13 TSF Restaurant 21.700 1484 23 TSF General Office 950.000 1485 9 TSF Regional Commercial 1,259.000 1485 21 SEAT Theater 1,700.000 1486 2 DU Res -Medium (SFA) 245.000 1486 10 TSF General Commercial 103.870 1486 13 TSF Restaurant 13.100 1486 16 TSF Auto Dealer/Sales 8,710 1486 23 TSF General Office 846.290 1486 31 TSF CulturailLeaming Center 35.000 1487 2 DU Res -Medium (SFA) 69.000 1487 7 ROOM Hotel 600.000 1487 10 TSF General Commercial 7.500 1487 19 CRT Tennis Club 22.000 1487 23 TSF General Office 11.630 1467 40 ACRE Golf Course 99.440 1488 2 DU Res -Medium (SFA) 122.000 1489 2 DU Res -Medium (SFA) 228.000 1489 10 TSF General Commercial 4.800 1490 23 TSF General Office 115.800 1491 23 TSF General Office 468.840 1491 24 TSF Medical Office 351.950 1492 10 TSF General Commercial 7.870 1492 13 TSF Restaurant 9.100 1492 18 TSF Health Club 16.130 Friday, January 31, 2003 21 Page 9 of 15 Analysis Year. 2002 Runld: ExV305 Land Use: ExVa05 Network: ExV201 Reference Number. 00460 Build Oslo: 1/2812003 Build Time: 10:00:00 AM Modeler. Media Whiteman WTM TAi land Un CM Mb - I swill n -- Gummy 1492 21 SEAT Theater 2,074.000 1492 23 TSF General Office 438.260 1493 23 TSF General Office 409.510 1494 10 TSF General Commercial 104.540 1494 32 TSF Library 65.000 1461 1 DU Res -Low (SFD) 214.000 1461 2 OU Res -Medium (SFA) 263.000 1461 10 TSF General Commercial 4,990 1461 13 TSF Restaurant 20.000 1461 17 TSF Yacht Club 8.290 1461 20 SLIP Marina 352.000 1461 23 TSF General Office 12.000 1461 26 TSF Industrial 5.040 1461 38 ACRE Park 0.780 1462 1 DU Res -Low (SFD) 32.000 1463 3 DU Apartment 520.000 1463 10 TSF General Commercial 67.560 1463 13 TSF Restaurant 21.550 1463 16 TSF Auto Dealer/Sales 17.420 1464 1 DU Res -Low (SFD) 995.000 1464 2 DU Res -Medium (SFA) 1.201.000 1464 6 ROC' I Motel 4.000 1464 10 TS' General Commercial 65.620 1464 13 TSF Restaurant 16.550 1464 15 TSF Fast Food Restaurant SA30 1464 23 TSF General Office 18.370 1464 24 TSF Medical Office 2.750 1464 33 TSF Post Office 1.900 1464 36 TSF Church 3.000 1464 38 ACRE Park 1.620 1495 1 DU Res -Low (SFD) 416.000 1495 2 DU Res -Medium (SFA) 27.000 1495 10 TSF General Commercial 2.830 1495 17 TSF Yacht Club 43,540 1495 20 SLIP Marina 283.000 1495 23 TSF General Office 186.530 1495 38 ACRE Park 6,530 1496 1 DU Res -Low (SFD) 73.000 1496 2 DU Res -Medium (SFA) 208,000 1496 3 DU Apartment 78,000 Friday, January 31, 2003 12 Page 10 of 15 Analysis Year: ' Runld., Land Use: Network: I 2002 Reference Number. 00460 ExVa05 Build Date: 1128/2003 ExVa05 Build Time: 10:00:00-AM ExVa01 Modeler. Media Whiteman OTM TAZ land Um Coda M& Oesgiptbn Qn 11 1496 29 STU Elementary/Private School 11.630 1497 1 DU Res -Low (SFD) 143.000 1497 2 DU Res -Medium (SFA) 214.000 1497 3 DU Apartment 48.000 1498 1 DU Res -Low (SFD) 220.000 1498 2 DU Res -Medium (SFA) 58.000 1498 3 DU Apartment 48.000 1498 10 TSF General Commercial 52.680• 1498 13 TSF Restaurant 3.000 1498 23 TSF General Office 7.290� 1498 38 ACRE Park 3.590 1499 1 DU Res -Low (SFD) 139.000 1501 1 DU Res -Low (SFD) 156.000 1501 2 DU Res -Medium (SFA) 591.000 1501 3 DU Apartment 7.000 1501 10 TSF General Commercial 73.270 1501 13 TSF Restaurant 10.720 1501 15 TSF Fast Food Restaurant 3.900 1501 21 SEAT Theater 500.000 1501 23 TSF General Office 19.230 1501 24 TSF Medical Office 3.520 1501 38 ACRE Park 2.500 1502 1 DU Res -Low (SFD) 33.000 1502 2 DU Res-Medlum (SFA) 123.000 1502 3 DU Apartment 1.000 1502 10 TSF General Commercial 67.360 1502 13 TSF Restaurant 15.900 1502 15 TSF Fast Food Restaurant 3.310 1502 23 TSF General Office 17.680 1502 24 TSF MedlcalOffice 3.230 1503 1 DU Res -Low (SFD) 7.000 1503 2 DU Res -Medium (SFA) 38.000 1503 10 TSF General Commercial 43.388 1503 13 TSF Restaurant 2.494 1503 15 TSF Fast Food Restaurant 0.548 1503 18 TSF Health Club 0.645 1503 23 TSF General Office 2.708 1503 24 TSF Medical Office 0.319 1457 1 DU Res -Low (SFD) 218.000 1457 2 DU Res -Medium (SFA) 468.000 Friday, January 31, 2003 1 •�� Analysis Year Runld: Land Use: Network: 2002 Exva05 Exva05 Exva01 Reference Number. 00460 Build Date: 1/28/2G03 Build Time: 10:00:00 AM Modeler Madle Whiteman ' ' li M TAZ Lsed Use CA Uetts kwipum QUM 1457 3 OU Apartment 85.000 1457 5 DU Mobile Home 58.000 , 1457 6 ROOM Motel 21.000 1457 10 TSF General Commercial 9.55D 1457 15 TSF Fast Food Restaurant 1.25D ' 1457 20 SLIP Marina 58.000 1457 28 TSF Pre-schootDay Care 13.440 ' 1457 29 STU Elementary/Prlvate School 389.000 1457 36 TSF Church 10.050 1457 37 TSF Youth Ctr/Servica 17.400 ' 1457 38 ACRE Park 1200 1458 1 DU Res -Low (SFD) 667.000 1458 2 OU Res -Medium (SFA) 552.000 ' 1458 3 DU Apartment 109.000 1458 10 TSF General Commercial 15.600 ' 1458 15 TSF Fast Food Restaurant 1.770 1458 20 SLIP Marine 14.000 1458 23 TSF General Office 12.000 , 1458 32 TSF Library 4.800 1458 36 TSF Church 2.000 1459 1 DU Res -Low (SFD) 10.000 ' 1459 2 DU Res -Medium (SFA) K ?00 1459 3 DU Apartment 6E coo 1459 7 ROOM Hotel 34.000 ' 1459 10 TSF General Commercial 112A30 1459 11 ACRE Comm./Recrea8on 4.250 ' 1459 13 TSF Restaurant 62,440 1459 15 TSF Fast Food Restaurant 10.620 1459 17 TSF Yacht Club 0.500 ' 1459 21 SEAT Theater 440.000 1459 23 TSF General Office 10.920 1459 33 TSF Post Office 1.700 ' 1459 37 TSF Youth Ctr/Service 4.970 1460 1 DU Res -Low (SFD) 674.000 , 1460 2 DU Res -Medium (SFA) 48,000 1460 3 DU Apartment 87.000 1460 19 CRT Tennis Club 2.000 , 1460 38 ACRE Park 0.830 1472 16 TSF Auto Dealer/Sales 155.000 1473 3 DU Apartment 90.000 ' Friday, January 31, 2003 r�` LA Page 12 of 15 ' I I Analysis Year: 2002 Reference' Number. 00460 Runld: ExVa05 Build Dale: 1/2812003 Land Use: ExVa05 Budd Time: 10:00:00 AM Network: ExVa01 Modeler. Madie Whiteman WTM TAZ Viand Use Code Units 003OMPU 4nN_ Y 1474 1 DU Res -Low (SFD) 168.000 1474 2 DU Res -Medium (SFA) 208.000 1474 3 DU Apartment 736.000 1474 10 TSF General Commercial 35.000 1474 13 TSF Restaurant 6.350 1474 38 ACRE Park 14.000 1475 25 TSF R 8. D 81.730 1475 27 TSF Mini-Storage/Warehouse 196.420 1475 29 STU Elementary/Private School 33.940 147..5 33 TSF Post Office 35.200 1475 36 TSF Church 60.280 1476 2 DU Res -Medium (SFA) 216.000 1477 1 DU Res -Low (SFD) 339.000 1478 2 DU Res -Medium (SFA) 50.000 1479 1 DU Res -Low (SFD) 101.000 1479 2 DU Res -Medium (SFA) 54.000 1525 3 DU Apartment 702.000 1526 1 DU Res -Low (SFD) 179.000 1527 38 ACRE Park 18.500 1528 28 TSF Pre-school/Day Care 6.370 1528 36 TSF Church 26.010 1618 1 DU Res -Low (SFD) 6.000 1515 3 DU Apartment 388.000 1515 28 TSF Pre-school/Day Care 8.400 1516 2 DU Res -Medium (SFA) 67.000 1516 4 DU Elderly Residential 100.000 1516 36 TSF Church 88.670 1517 3 DU Apartment 160.000 1517 10 TSF General Commercial 68.970 1517 23 TSF General Office 9.750 1517 28 TSF Pre-school/Day Care 13.390 1517 29 STU Elementary/Private School 396.000 1517 30 STU Junior/High School 780.000 1517 36 TSF Church 31.830 1518 1 DU Res -Low (SFD) 439.000 1518 2 DU Res -Medium (SFA) 67.000 1518 38 ACRE Park 0.950 1519 1 DU Res -Low (SFD) 467.000 1519 38 ACRE Park 14.320 1520 1 DU Res -Low (SFD) 207.000 it Friday, January 31, 2003 ' k5 Page 13 of 15 Analysis Year: 2002 Runld: ExVa05 Land Use: ExVa05 Network: ExVa01 Reference Number. 00460 Build Date: 12812003 Build rime; 10:00:00 AM Modeler. Media Whiteman NBTM TAZ - UN UN C* W h -' Olin" Qum" 1521 1 DU Res-Low(SFD) 580.000 1521 29 STU Elementary/Private School 498.000 1521 38 ACRE Park 9.730 1522 1 DU Res-Low(SFD) 119.000 1522 2 OU Res -Medium (SFA) 120.000 1522 10 TSF General Commercial 72.850 1522 23 TSF General Office 12.900 1500 1 DU Res -Low (SFD) 178.000 1500 38 ACRE Park 1.030 1504 1 DU Res -Low (SFD) 64.000 1504 2 DU Res -Medium (SFA) 423.000 1504 10 TSF General Commercial 72.313 1504 13 TSF Restaurant 4.156 1504 15 TSF Fast Food Restaurant 0.913 1504 18 TSF Health Club 1.076 1504 23 TSF General Office 4.513 1504 24 TSF Medical Office 0.531 1504 36 TSF Church 12.340 1505 1 OU Res -Low (SFD) 151.000 1505 2 DU Res -Medium (SFA) 624.000 1505 10 TSF General Commercial 26.980 1505 13 TSF Restaurant 23.790 1505 15 TSF Fast Food Restaurant 0.400 1505 23 TSF General Office 25.900 1505 32 TSF Library 3.800 1505 33 TSF Post Office 5.000 1506 1 OU Res -Low (SFD) 150.000 1506 2 DU Res-MadlUm (SFA) 105.000 1506 3 DU Apartment 14.000 1507 1 DU Res -Low (SFD) 141.000 1507 38, ACRE Park 0.780 1508 1 OU Res -Low (SFD) 228.000 1508 2 DU Res -Medium (SFA) 120.000 1508 3 DU Apartment 8.000 1508 29 STU Elementary/Private School 762.000 1508 37 TSF Youth Ctr/Servlce 5.850 1510 1 DU Res -Low (SFD) 200.000 1511 1 OU Res -Low (SFD) 20.000 1511 10 TSF General Commercial 57.060 1512 2 DU Res -Medium (SFA) 246.000 Friday, January 31, 2003 epj Page 14 of 15 Analysis Year: 2002 Reference Number. 00460 Runld., ExVa05 Bulld Date: 1/2812003 ' Land Use: ExVa05 Budd Time: 10:00:00 AM Network: ' ExVa01 Modeler. Madie Whiteman (ATM fid Lind Ilse Cade IMtb Besaiptlan QUM" 1513 1 DU Res -Low (SFD) 348.000 M 1513 4 DU Elderly Residential 100.000 1513 18 TSF Health Club 1.000 ' 1513 37 TSF Youth Ctr/Service 24.070 1514 1 DU Res -Low (SFD) 41.000 I I I Ll l I 'I I I Fnday, January 31, 2003 t� `� Page 15 of 15 Study Area Land Use By OCTAM Taz Analysis Year. 2002 Runld: ExVa05 Land Use: ExVa05 Network., ExVa01 Reference Number: 00460 Build Date: 1/2812003 Build Time: 10:00:00 AM Modeler. Madle Whiteman OCTAM TAZ, land UN code ko ift *0 Cum" 2327 3 Apartment DU 6.000 2327 10 General Commercial TSF 33.100 2327 15 Fast Food Restaurant TSF 1.660 2327 23 General Office TSF 124.990 2327 40 Golf Course ACRE 15.690 2336 7 Hotel ROOM 349.000 2336 10 General Commercial TSF 113.630 2336 13 Restaurant TSF 68.050 2336 16 Auto Dealer/6atee TSF 60.550 2336 18 Health Club TSF 17.780 2336 23 General Office TSF 2,204.660 2337 10 General Commercial TSF 219.419 2337 13 Restaurant TSF 10.000 2337 23 General Office TSF 538.189 2337 24 Medical Office TSF 25.549 2337 25 R & D TSF 4,379 2337 26 Industrial TSF 123.010 2338 10 General Commercial TSF 96.000 2338 13 Restaurant TSF 20.700 2338 15 Fast Food Restaurant TSF 11.910 2338 23 General Office TSF 1,130.110 2338 25 R & D TSF 227,520 2338 26 Industrial TSF 153.850 2339 23 General Office TSF 382.070 2340 7 Hotel ROOM 154.000 2340 10 General Commercial TSF 22.000 2340 13 Restaurant TSF 8.190 2340 23 General Office TSF 756.640 2341 7 Hotel ROOM 471.000 2341 10 General Commercial TSF 10.800 2341 13 Restaurant TSF 8.900 2341 18 Health Club TSF 7.100 2341 23 General Office TSF 393.050 2381 2 Res -Medium (SFA) DU 281.000 2393 1 Res -Low (SFD) DU 198.000 2399 26 Industrial TSF t500 2401 1 Res -Low (SFD) DU 462.000 Friday. January 31, 2003 ` Page 1 of 9 I I I I UA I I11 II I11 If Analysis Year. Runld., Land Use: Network., 2002 Reference Number: 00460 ExVa05 Build Date: 1/28/2003 ExVa05 Build rime: 10:00:00 AM ExVa01 Modeler. Media Whiteman OCTAM TAZ Land Use Code DesoMptbn Unite - 2401 2 Res -Medium (SFA) DU 270.000 2401 3 Apartment DU 12.000 2401 6 Motel ROOM 90.000 2401 10 General Commercial TSF 25.670 2401 13 Restaurant TSF 9.060 2401 15 Fast Food Restaurant TSF 0.620 2402 1 Res -Low (SFD) DU 10.000 2402 2 Res -Medium (SFA) DU 606.000 2402 3 Apartment DU 626.000 2402 4 Elderly Residential DU 148.000 2402 5 Mobile Home DU 294.000 2402 10 General Commercial TSF 54.410 2402 23 General Office TSF 77.310 2402 24 Medical Office TSF 79.630 2402 25 R & D TSF 13.780 2402 26 Industrial TSF 530.830 2402 27 Min]-Storage/Warehouse TSF 3.330 2402 29 Elementary/Private School STU 622.000 2402 35 Nursmg/Conv. Home BEDS 228.000 2402 38 Park ACRE 0.170 2403 2 Res -Medium (SFA) DU 771.000 2403 3 Apartment DU 125.000 2403 10 General Commercial TSF 17.760 2403 23 General Office TSF 73.320 2403 24 Medical Office TSF 223.270 2403 26 Industrial TSF 130.590 2403 28 Pre-school/Day Care TSF 7.770 2403 34 Hospital BED 351.000 2403 35 Nursing/Conv. Home BEDS 365.000 2404 1 Res -Low (SFD) DU 550.000 2404 2 Res -Medium (SFA) DU 1,042.000 2404 3 Apartment DU 54.000 2404 10 General Commercial TSF 10.800 2404 13 Restaurant TSF 8.400 2404 15 Fast Food Restaurant TSF 2.700 2404 38 Park ACRE 15.980 2405 1 Res -Low (SFD) DU 446.000 2405 2 Res -Medium (SFA) DU 1,080.000 2405 3 Apartment DU 8.000 2405 5 Mobile Home DU 251,000 Page 2 of 9 Friday, January 31. 2003 Analysts Year. 2002 Reference Number. 00460 Runld: ExVaO5 Build Date: 1/28/2003 Land Use: ExV205 Build Time: 10:00:00 AM Network., ExVa01 Modeler. Media Whiteman KTAM TAi land Use Code BOOM! Ulite quint" 2405 6 Motel ROOM 19.000 2405 7 Hotel ROOM 22.000 2405 10 General Commercial TSF 611.400 2405 11 Comm./Recrea0on ACRE 0.850 2405 13 Restaurant TSF 150.690 2405 15 Fast Food Restaurant TSF 18.880 _ 2405 21 Theater SEAT 685.000 2405 23 General Office TSF 315.290 2405 24 Medical Office TSF 1.790 2405 26 Industrial TSF 96.950 2405 36 Church TSF 15.710 2405 37 Youth Ctr/Service TSF 10.650 I� 2406 1 Res -Low (SFD) DU 797.000 2406 2 Res -Medium (SFA) DU 98.000 2406 3 Apartment DU 26.000 Off, 2407 1 Res -Low (SFD) DU 966.000 �1 2407 2 Res -Medium (SFA) DU 117,000 2407 3 Apartment DU 67.000 2407 6 Motel ROOM 76.000 2407 10 General Commercial TSF 194.980 2407 13 Restaurant TSF 46.550 2407 15 Fast Food Restaurant TSF 6.170 2407 16 Auto Dealer/Sales TSF 21.170 2407 18 Health Club TSF 4,000 2407 21 Theater SEAT 90.000 2407 23 General Office TSF 234.640 2407 24 Medical Office TSF 7.400 2407 26 Industrial TSF 0.300 2407 29 Elementary/Private School STU 436,000 2407 33 Post Office TSF 9.900 2407 37 Youth CU/Service TSF 0.900 2407 38 Park ACRE 3.030 2408 1 Res -Low (SFD) DU 315.000 2408 2 Res -Medium (SFA) OU 223.000 i 2408 10 General Commercial TSF 4.170 2408 15 Fast Food Restaurant TSF 1.670 2408 16 Auto Dealer/Sales TSF 11.360 2408 23 General Office TSF 17.630 2408 24 Medical Office TSF 12.000 2408 30 Junior/High School STU 2,184.000 i Friday, January 31, 2003 (lam O Page 3 or 9 I Analysis Year: 2002 Reference Number. 00460 Runld: ExVa05 Build Date: 1/28/2003 Land Use: ExVa05 Build Time: 10:00:00 AM Network: ExVa01 Modeler. Madle Whiteman OCTAM TAZ Und Um Code Deser ft UfYts QuenUty 2408 35 Nursing/Conv. Home BEDS 68.000 2408 36 Church TSF 59.680 2408 37 Youth Ctr/Service TSF 7.520 2408 38 Park ACRE 0.400 2409 1 Res -Low (SFD) DU 252.000 2409 3 Apartment DU 188.000 2409 7 Hotel ROOM 124.000 2409 10 General Commercial TSF 306.080 2409 13 Restaurant TSF 66.760 2409 15 Fast Food Restaurant TSF 3.380 2409 16 Auto Dealer/Sales TSF 14.110 2409 17 Yacht Club TSF 2.250 2409 19 Tennis Club CRT 1.000 2409 20 Marina SLIP 130.000 2409 23 General Office TSF 86.950 2409 24 Medical Office TSF 5.490 2409 37 Youth Ctr/Service TSF 22.310 2410 1 Res -Low (SFD) DU 1,469.000 2410 2 Res -Medium (SFA) DU 1.130.000 2410 3 Apartment DU 350.000 2410 5 Mobile Home DU 58.000 2410 6 Motel ROOM 21.000 2410 7 Hotel ROOM 34.000 2410 10 General Commercial TSF 137.580 2410 11 Comm./Recreation ACRE 4.250 2410 13 Restaurant TSF 62.440 2410 15 Fast Food Restaurant TSF 13.640 2410 17 Yacht Club TSF 0.500 2410 19 Tennis Club CRT 2.000 2410 20 Marina SLIP 72.000 2410 21 Theater SEAT 440.000 2410 23 General Office TSF 22.920 2410 28 Pre-school/Day Care TSF 13.440 2410 29 Elementary/Private School STU 389.000 TSF 4.800 2410 32 Library 2410 33 Post Office TSF 1.700 2410 36 Church TSF 12.050 2410 37 Youth Clr/Service TSF 22.370 2410 38 Park ACRE 2.030 2411 1 Res -Low (SFD) DU 246.000 Friday, January 31, 2003 �� 1 Page 4 of 9 Analysis Year. 2002 Reference Number., 00460 Runld., ExV305 Bulld Date: 1/2812003 Land Use: ExVa05 Build Time: 10:00:00AM Network; EXVa01 Modeler, Media Whiteman OCTAM TAZ UW Un C* 18"Un WU quint" 2411� 2 Res -Medium (SFA) DU 263.000 2411 3 Apartment DU 520.000 2411 10 General Commercial TSF 72,540 2411 13 Restaurant TSF 41.550 2411 16 Auto Dealer/Sales TSF 17.420 2411 17 Yacht Club TSF 8.290 2411 20 Marina SLIP 352.000 2411 23 General Office TSF 12.000 2411 26 Industrial TSF 5.040 2411 38 Park ACRE 0.780 2412 1 Res-Low(SFO) DU 995.000 2412 2 Res -Medium (SFA) OU 1,201,000 (� 2412 6 Motel ROOM 4.000 2412 10 General Commercial TSF 65.620 2412 13 Restaurant TSF 16.550 2412 1s Fast Food Restaurant TSF 5.430 2412 23 General Office TSF 18,370 2412 24 Medical Office TSF 2.750 2412 33 Post Office TSF 1.900 2412 36 Church TSF 3.000 2412 38 Park ACRE 1.620 2413 1 Res -Low (SFD) DU 652.000 , 2413 2 Res -Medium (SFA) DU 864.000 2413 3 Apartment DU 85.000 2413 10 General Commercial TSF 119.488 2413 13 Restaurant TSF 13.214 2413 1s Fast Food Restaurant TSF 4,448 2413 17 Yacht Club TSF 43.540 241' 18 Health Club TSF 0.645 I� 2413 20 Marine SLIP 283.000 2413 21 Theater SEAT 500.000 2413 23 General Office TSF 208.468 2413 24 Medical Office TSF 3.839 2413 29 Elementary/Private School STU 11.630 2413 3& Park ACRE 9.030 2414 1 Res -Low (SFD) DU 365.000 2414 2 Res -Medium (SPA) DU 1,152.000 2414 3 Apartment DU 14.000 2414 10 General Commercial TSF 99.293 2414 13 Restaurant TSF 27.946 Friday, January 31, 2003 !('3�.� ,Z Page 5 of 9 � II I II Analysis Year: 2002 Runld: ExVa05 Land Use: ExVa05 Network: ExVa01 Reference Number. 00480 Build Date: 1/28/2003 Build rime: 10:00:00 AM Modeler. Madle Whiteman OCTAM TAZ Land Ise Code D Ub QUM" 2414 15 Fast Food Restaurant TSF 1.313 2414 18 Health Club TSF 1.075 2414 23 General Office TSF 30.413 2414 24 Medical Office TSF 0.531 2414 32 Library TSF 3.800 2414 33 Post Office TSF 5.000 2414 36 Church TSF 12.340 2415 1 Res -Low (SFD) DU 535.000 2415 2 Res -Medium (SPA) DU 395.000 2415 3 Apartment DU 97.000 2415 10 General Commercial TSF 120.040 2415 13 Restaurant TSF 18.900 2415 15 Fast Food Restaurant TSF 3.310 2415 23 General Office TSF 24.970 2415 24 Medical Office TSF 3.230 2415 38 Park ACRE 3.590 2416 1 Res -Low (SFD) DU 448.000 2416 2 Res -Medium (SFA) DU 366.000 2416 3 Apartment DU 8.000 2416 10 General Commercial TSF 57.060 2416 29 Elementary/Private School STU 762.000 2416 37 Youth Ctr/&.rvice TSF 5.850 2417 1 Res -Low (SFD) DU 389.000 2417 4 Elderly Residential DU 100.000 2417 18 Health Club TSF 1.000 2417 37 Youth Ctr/Service TSF 24.070 2418 1 Res -Low (SFD) DU 1,514.000 2418 2 Res -Medium (SPA) DU 60.000 DU 1,797.000 2418 3 Apartment 2418 10 General Commercial TSF 122.130 2418 13 Restaurant TSF 4.370 2418 15 Fast Food Restaurant TSF 3.000 2418 23 General Office TSF 190.890 P418 24 Medical Office TSF 44.030 2418 29 Elementary/Private School STU 636.000 TSF 5.240 2418 32 Library TSF 34.250 2418 36 Church 2418 37 Youth Ctr/Service TSF 18.230 ACRE 4.000 2418 38 Park 2419 1 Res -Low (SFD) DU 440.000 U Friday, January 31, 2003 2 Page 6 of 9 ` JZ� Analys/s Year. 2002 Reference Number. 00460 Runld: Land Use: ExVa05 ExVa05 Build Dete: 1/2812003 Build Time: 10:00:00 AM Network: EXV301 Modeler. Mariie Whiteman OVUM TAZ UW Va C* De"Um Wits Quentlty 2419 2 Res -Medium (SFA) DU 33.000 2419 18 Health Club TSF 15.770 2419 23 General Office TSF 138.910 2419 36 Church TSF 4.240 2420 1 Res -Low (SFD) DU 144.000 2420 2 Res -Medium (SFA) DU 88.000 _ 2420 7 Hotel ROOM 256.000 2420 10 General Commercial TSF 32.860 2420 13 Restaurant TSF 8.000 2420 23 General Office TSF 644.060 2420 38 Park ACRE 1.990 I 2421 2 Res -Medium (SFA) DU 146.000 2421 10 General Commercial TSF 72.100 2421 19 Tennis Club CRT 19.000 2421 23 General Office TSP 11.660 ' 2421 29 Elementary/Pdvate School STU 320.000 2422 2 Res -Medium (SFA) DU 792.000 2422 3 Apartment DU 1.410.000 2422 26 Pre-school/Day Care TSF 6.450 2422 29 Elementary/Private School STU 294.000 2422 30 Junior/High School STU 1.801.000 � 2422 30 Church TSF 29.700 - 2422 37 Youth Ctr/Service TSF 34.970 2422 38 Park ACRE 8.000 2423 2 Res -Medium (SFA) DU 147.00D 2423 6 Mobile Home DU 291.000 2423 7 Hotel ROOM 410.000 2423 19 Tennis Club CRT 16.000 2423 20 Marine SLIP 218.000 2423 22 Newport Dunes ACRE 64.000 2423 37 Youth CV/Service TSF 2.690 2423 40 Golf Course ACRE 9.000 2424 2 Res -Medium (SFA) DU 864,000 2424 7 Hotel ROOM 600.000 2424 10 General Commercial TSF 116.170 2424 13 Restaurant TSF 13.100 2424 16 Auto Dealer/Sales TSF 8.710 2424 19 Tennis Club CRT 22.000 2424 23 General Office TSF 973.720 2424 31 CuilurallLeaming Center TSF 35.000 Page 7 of 9 Friday, January 31. 2003 I LJ It II I I II I li II Analysis Year: Runld: Land Use: Network: 2002 Reference Number: 00460 ExVa05 Build Date: 1/28/2003 ExVa05 Build Time: 10:00:00 AM ExVa01 Modeler. Media Whiteman UCTAM TAZ Land Use Cade Mb QUM" 2424 40 Golf Course ACRE 99.440 2425 7 Hotel ROOM 325.000 2425 9 Regional Commercial TSF 1.259.000 2425 13 Restaurant TSF 21.700 SEAT 1.700.000 2425 21 Theater 2425 23 General Office TSF 950.000 2426 10 General Commercial TSF 11 TSF 9..1000 2426 13 Restaurant TSF 6.30 2426 18 Health Club SEAT 74.000 2,47.77 E426 21 Theater. TSF 8 470 2426 23 General Office TSF 65.000 2426 32 Library TSF 468.640 2427 23 General Office TSF 351.950 2427 24 Medical Office DU 168.000 2428 1 Res -Low (SFD) DU 208.000 2428 2 Res -Medium (SFA) DU 736.000 2428 3 Apartment 2428 10 General Commercial TSF 35.000 TSF 6.350 2428 13 Restaurant TSF 81.730 2428 25 R & D 2428 27 Mini-Storage/Warehouse TSF 196.420 2448 yg Elementary/Pdvale School STU 33.940 TSF 35.200 2428 33 Post Office TSF 60.280 2428 36 Church ACRE 14.000 2428 38 Park DU 90.000 2429 3 Apartment TSF 155.000 2429 16 Auto Dealer/Sales DU 440.000 2430 1 Res -Low (SFD) DU 320.000 2430 2 Res-Medlum (SFA) DU 460.000 2431 1 Res -Low (SFD) ACRE 2.000 2431 38 Park DU 264.000 2432 1 Res -Low (SFD) DU 369.000 2432 2 Res -Medium (SFA) DU 153.000 2432 3 Apartment TSF 1.830 2432 10 General Commercial ACRE 2.040 2432 38 Park ACRE 181,200 2432 40 Golf Course DU 185.000 2433 1 Res -Low (SFD) 702.000 DU 2433 3 Apartment TSF 6.370 2433 28 Pre-school/Day Care Page 8 of 9 Friday, January 31, 2003 Anstysls Year. 2002 Runld: ExVa05 Land Use: ExVa05 Network: ExVa01 Reference Number. 00460 Build Date: 1/28/2003 Sulld Ttme: 10:00:00 AM Modeler. Madle Whiteman MCTAM TAZ LWUN Cabe NsGi Um Ualts Qnntttp 2433 36 Church TSF 26.010 2433 38 Park ACRE 18.500 2435 1 Res -Low (SFD) OU 1,047,000 2435 3 Apartment DU 388.000 2435 28 Pre•schoot Day Care TSF B.400 2435 29 Elementary/Private School STU 498.000 2435 38 Park ACRE 24.050 2436 1 Res -Low (SFD) OU 658.000 2436 2 Res -Medium (SFA) DU 187.000 2436 10 General Commercial TSF 72.850 2436 23 GeneralOKce TSF 12.900 2436 38 Park ACRE 0.950 2437 1 Res -Low (SFD) DU 207.000 2437 2 Res -Medium (SPA) DU 67.000 2437 3 Apartment DU 160.000 2437 4 Elderly Residential DU 100.000 2437 10 General Commercial TSF 68.970 2437 23 General Office TSF 9.750 2437 28 Pre•school/DayCare TSF 13.390 2437 29 Elementary/Pdvate School STU 396.000 2437 30 Junior/High School STU 780.000 2437 36 Church TSF 120.500 2444 1 Res -Low (SI'D) DU 141.000 24" 38 Park ACRE 0.780 2445 1 Res•Low(SFD) DU 178A00 2445 38 Park ACRE 1.030 Friday, January 31, 2003 I�Lp Page 9 of 9 I. I u L I Il II II r Study Area Land Use for City of Newport Beach Analysts Year: 2002 Runld: ExV205 Land Use: ExVa05 Network: ExVa01 Reference Number: 00460 Build Date: 1/28/2003 Build Time., 10:00:00 AM Modeler. Marhe Whiteman Vnd he Code ---- Oescriptlon - ants _ Quant" _ DU 14,841.000 1` Res -Low (SFD) DU 12,939.000 2 Res -Medium (SFA) DU 7,622.000 3 Apartment DU 348.000 4 Elderly Residential DU 894.000 5 Mobile Home ROOM 210.000 6 Motel ROOM 2,745.000 7 Hotel TSF 1,259.000 9 Regional Commercial TSF 2,926.160 10 General Commercial ACRE 5.100 11 Comm./Recreation TSF 640.520 13 Restaurant TSF 78.031 16 Fast Food Restaurant TSF 288.320 16 Auto Dealer/Sales TSF 54.580 17 Yacht Club TSF 63.500 18 Health Club CRT 60.000 19 Tennis Club SLIP 1,055.000 20 Marina SEAT 5,489.000 21 Theater ACRE 22 Newport Dunes TSF 00..190 10,964.000100.90 23 General Office TSF .4 — 24 Medical Office TSF 09 309 27.4 25 R&D TSF 1,042.070 26 Industrial TSF 199.750 27 Mini-StoragerWarehouse TSF 55.820 yg Pre-school/Day Care STU 4,398.570 rag Elementary/Pnvale School STU 4,765.000 30 Junior/High School TSF 35.000 31 Cultural/teaming Center TSF 78.840 32 Library TSF 53.700 33 Post Office BED 351.000 34 Hospital BEDS 661.O00 35 Nursing/Conv. Home TSF 377.760 36 Church TSF 149.560 37 Youth Clr/Service ACRE 113.970 38 Park ACRE 305.330 40 Golf Course II ��� Page 1 of 1 Friday,January 31, 2003 I i I.a I I I APPENDIX C ADE EMPLOYMENT MEMORANDUM I I 11 I I !, I A P P L I E D D E V E L O P M E N T E C O N O M I C S MEMORANDUM July 15, 2003 TO: Tamara Campbell, City of Newport Beach FROM: Doug Svensson and Jamie Hurley, Applied Development Economics SUBJECT. Employment Estimates for Newport Beach This memo is to confirm that the City of Newport Beach has adopted the figure of 65,400 as the 2002 Base Year employment estimate for the General Plan Update process. The table below indicates the distribution of employment and businesses by land use category. The employment shown in the table includes estimated employment in home -based businesses as described later in the memo. This portion of the employment, which totals 3,365 and is distributed among a number of economic sectors , may need to be deducted inorderto calibrate the traffic and fiscal models for the General Plan Update. It should also be noted that this employment estimate assumes no net growth in jobs in Newport Beach between 2001 and 2002. Table 1: Base Year 2002 Employment Land Use Category No. of Employees % of total No. of Businesses % of total Office 33,000 51 % 2,785 62% Retail 11,400 17% 568 13% Industrial 11,900 180/a 566 13% Lodging 2,100 3% 16 0% Service Commercial 3,300 5% 428 9% Marine 1,200 2% 57 1% Public Admin 1,100 2% 22 0% Institutional 1,400 20% 76 2% Total 65.400 100% 4,518 100% 2029 LbrivertityAvenue, Berkeley. Califoniia 94704 Te1510.548.5912 Fax510.548.6123 URL;xtuadeam.com 1029 J Street, Saite 310, Sarrameuto. California 95814 Te1916.441.0323 Fax 916.441.4961 URL jmm.adeusaxom C3 A The following discussion describes the data sources and methodology for developing the employment estimates. ❑ Total employment in the City of Newport Beach is 56,344 according to the 2001 business license file (filtered to include only active businesses) (Table 2, column 1). This figure does not include residential or out-of-town businesses, which are an additional 3,365 and 4,174 businesses, respectively. The actual number of additional employees from these businesses unknown (i.e. not included in the business license database). ❑ According to the ES202 data, total Newport Beach employment is 59,396 (annual average for the year 2001), or just about 3,000 jobs higher than the business license data (Table 3, column 1). Of these additional jobs, over one-third are employees of the City of Newport Beach, which are not accounted for in the business license database but are included in the ES202 data (categorized as `Local Government' in the attachedtables). ❑ Based on estimates provided by Orange County which suggest that self-employment accounts for approximately 10% of total employment countywide, we have adjusted the above figures to include an estimate of self-employment. The adjusted figures bring total employment in the city to 61,978 from the bus. license file versus 65,337 from the EDD file. In Tables 2 and 3 below, the self-employment figures include the 3,365 residential - based businesses that we know about from the business license file. - ❑ In comparing the two files, the biggest variation is in the number of businesses - the EDD data shows just 4,518 businesses, versus just over 7,000 businesses contained in the bus. license file (again, these figure do not include self-employment). , In aggregate, the figures from the two files are quite close, particularly given the fact that they come from two completely different sources. A s we review the breakdown by land use shown in the tables, however, we see some interesting differences between the two estimates. In the office category, for instance, the ES202 data shows over 1,000 fewer businesses compared to the business license file, yet the total number of employees are nearly identical. In the industrial category, on the other hand, the two sources are fairly close in number of businesses, but the ES202 data shows nearly twice as many employees as the business license file. To some extent, variations between the two data sets are a result of the different industry classification systems by which the data is coded (SIC versus NAICS — see Table 5), as well as different data collection methods; however, there are any number of other factors - such as inaccurate and inconsistent reporting by the businesses themselves - which no doubt lead to discrepancies between the data that may not be reconcilable. In discussions with Glen Everroad in the Newport Beach Revenue Department, he suggests that some of the discrepancy would be due to businesses without employees that do not report to EDD but would have business licenses. On the other hand, he points out that certain larger businesses may report jobs to EDD that are managed out of Newport Beach but are not physically located there. It is possible that a hybrid data set could be developed in which any discrepancies would be systematically eliminated (e.g. where two different employment estimates are given for the same business, a decision would be made regarding which estimate is "correct"). However, AIDE does not have the resources in out contract to compare the two databases business -by - business, and therefore our recommendation is to use the employment figures from the EDD database, with the self-employment estimate added. The total employment figure, then, would be 65,400, as shown in Table 4. Please do not hesitate to call us with any questions you may have. CS l 6 Table 2: Employment Figures From NB Bus Lic File (by SIC) (1) (2) (3) (4) % of total No, of Businesses' % of total Office 29,210 2,183 1,193 32,586 53% 4,055 58% Retail 14,807 328 575 15,710 25% 1,145 16% Industrial 5,784 553 241 6,578 11% 630 9°/u Lodging 1,874 9 72 1,955 3% 39 1% Service Commercial 3,378 218 137 3,733 6% 953 14% Marine 699 32 28 759 1% 100 1% Public Admin NA NA NA NA NA NA NA Institutional 592 42 24 658 1% 85 1% Total 56,3" 3,365 2,269 61,978 100%j 7,007 105% Source: Applied Development Economics 'Count of businesses does not include self-employment (e.g. residential -based businesses) (1) Business Employment (2) Residential Employment (3) Other Self -Employment (4) Total Employment w M w M no M M 1w I(I Table 3: Employment I (1) (2) (= Office 29,502 2,183 Retail 10,608 328 Industrial 10,863 553 Lodging 2,054 9 Service Commercial 2,911 218 Marine 1,105 32 Local Government 1,050 - Institutional 1,303 42 Totall 59,396 3,365 'Count of businesses does not include self-employment (e. Source: Applied Development Economics (1) Business Employment (2) Residential Employment (3) Other Self -Employment (4) Total Employment ICOQ Table 4: Estimated Full Employment in Newport Beach, 2001 From NB Bus Lic File (by SIC) From EDD (by NAICS) Land Use Category No. of Employees % of total No. of Businesses % of total No. of Em to ees % of total No. of Businesses % of total Office 32,600 53% 4,055 585o 33,000 51% 2,785 62% Retail 15,700 25% 1,145 16% 11,400 17% 568 13% Industrial 6,600 11% 630 9% 11,900 18% 566 13% Lodging 2,000 3% 39 1% 2,100 3% 16 0% Service Commercial 3,700 6% 953 14% 3,300 5% 428 9% Marine 800 1%1 100 1% 1,200 206 57 1% Public Admin NA NAI NA NA 1,100 2% 22 0% Institutional 700 1%1 85 1% 1,400 2% 76 2% Total 62,100 100%1 7,007 100% 65,400 100% 4,518 100% *Count of businesses does not Include self-employment (e.g. residential -based businesses) Source: Applied Development Economics i I I r I I I 1 I 1 1 I I i I Table 5: Land Use Definitions By SIC And NAICS SIC DESCRIPTION NAICS DESCRIPTION INDUSTRIAL 01 thru 09 Agriculture, Forestry, and Fishing 11 Agriculture, Forestry, Fishing 15 thru 17 Construction 21 Mining 20 thru 39 Manufacturing 22 utilities 40 thru 49 TCPU 23 Construction 50-51 Wholesale 31-33 Manufacturing 42 Wholesale Trade 4849 Trans and Warehousing RETAIL 52 Building Materials and Garden Supplies 4445 Retail Trade 53 General Merchandise Stores 722 Food Service & Drinking Places 54 Food Stares 55 Automobile Dealers and Service Stations 56 Apparel and Accessory Stores 57 Furniture and Home Furnishings Stores 58 Eating and Drinking Places 59 Miscellaneous Retail OFFICE 60 Depositary Institutions 52 Finance and Insurance 61 Nondeposltory institutions 53 Real Estate 62 Security and Commodity Brokers 54 Professional, Scientific, &Technical Services 63 insurance Carriers 621-623 Health Care 64 Insurance Agents, Brokers, and Service 51 Information 65 Real Estate 561 Administrative and Support Services 67 Holding and Investment Companies 73 Business Services 80 Health Services 81 Legal Services 87 Engineering and Management Services SERVICE COMMERCIAL 72 Personal Services 81 Other Services 75 Auto Repair, Services, and Parking 71 Arts, Entertainment, and Recreation 76 Miscellaneous Repair Services 51213 Motion Picture & Video Exhibition 78 Motion Pictures 79 Amusement & Recreation Services INSTITUTIONAL 82 Educational Services 61 Educational Services 83 Social Services 624 Social Assistance 84 Museums, Botanical, Zoological Gardens 86 Memberships Organizations 91 thru 97 Public Administration MARINE 2394 Mfg Of Canvas & Related Products 441222 Boat Dealers, New and Used 2499 Miscellaneous Wood Products Mfg 713930 Marinas 3663 Mfg Of Radio &TV Communications Equip 334220 Marine Radio Comm Equip Mfg 3731 Ship Building & Repairing 336612 Boatyards (i.e. boat mfg facilities) 3732 Boat Building & Repairing 811490 Boat, Pleasure, Repair & Malnt Services 3993 Mfg Of Signs & Advertising Specialties 713990 Boating Clubs w/o Marinas 4422 Coastwise Transportation - Water 4469 Miscellaneous Water Transportation Services 4489 Water Passenger Transportation 4491 Marine Cargo Handling 4492 Towing &Tugboat Service 4493 Marinas 4499 Yacht Maintenance 5063 Electrical Apparatus & Equipment 5091 Sporting & Recreation Goods & Supplies 5099 Miscellaneous Durable Goods Wholesalers 5146 Fish & Seafood 5551 Boat Dealers 7699 Miscellaneous Repair Services LODGING 7011 Hotels & Motels 721 Accommodation GOVERNMENT NA Not Included as category In Bus tk file NA Includes only Oty of Newport Beach departments, wh/ch are class/tied into a varletyofdifferent NA7CS codes APPENDIX D 2002 SOCIOECONOMIC DATA SED From Land Use by NBTM Taz Analysis Year. 2002 Reference Number: 00460 Runld: ExVa7e Build Date: 10/16/2003 Land Use: ExVa07c Build Time: 11:30:00 AM Network: ExVa05 Modeler. Marlie Whiteman occupied Dccupled Single Mufti Non' Family Family Group ElomBgh Resident Dwelling Dwelling quarters Employed Retail Service other School UniM01189e ETMTAZ Units Units Population Population Residents Employees Employees Employees Students Enrollment 1373 48 35 168 1374 47 35 167 1375 93 51 247 1376 76 56 266 1377 105 77 368 1378 120 88 422 1379 39 152 827 1380 18 69 375 1381 25 96 525 1382 36 139 761 1383 24 91 498 1384 63 29 169 1385 31 377 157 1386 19 74 403 1387 21 80 436 1388 210 10 30 1389 113 105 536 1390 17 63 347 1391 11 42 231 1392 29 114 380 1393 105 10 10 1395 73 170 77 1396 69 266 1,454 1397 19 74 406 1398 10 37 203 1399 12 47 259 1400 7 28 153 1401 10 39 212 1402 5 21 113 1403 134 705 1,184 1404 51 196 1,069 1405 340 330 1,742 Thursday, October 16, 2003 Page 1 of 5 03 Abafysfs Year. 2002 Reference Number. 00460 Runld: ExVa7e Build Date: 1011612003 Land Use: ExVa07c Build Time: 11:30:00 AM Network: ExVa05 Modeler. Marne Whiteman NITMTAZ OCCU" Singh Fenny IWARD MR Den" Muttt Femry OWetng MI Group querterS Whom Pm*uoe bofted Residents Retell Sum Other Employees Employees Fmpbyeee FkmAlgh Scholl Students N* Resident mhlcoleup Enrolment 1406 184 612 1407 6 10 7 76 62 314' 1408 137 342 219 3 21 4 1409 177 573 1,707 1410 84 201 125 2 1 1411 4 10 0 1412 55 138 88 1 8 2 1413 31 75 47 26 103 342 1415 145 363 233 3 25 9 1416 188 470 301 4 28 6 1417 53 133 85 1 8 2 1418 56 140 90 1 8 2 1419 164 411 263 3 25 5 1420 442 1,104 707 9 66 13 1421 110 391 981 697 262 204 409 636 1422 466 1,164 745 9 70 14 1423 253 632 404 5 168 8 1424 1,373 2,334 1.785 27 14 1425 14 62 258 1426 112 280 179 2 25 14 1427 299 212 68 1,325 797 41 209 472 2,184 1428 239 144 844 571 480 387 171 1429 623 68 1,683 1,089 13 105 87 436 1430 29 71 46 444 202 443 1431 34 58 44 308 59 231 1432 266 106 915 584 116 126 255 1433 212 270 695 294 14 165 473 1434 639 95 1,629 959 87 1,046 1,198 1435 65 27 225 143 49 12 10 1436 5 1,157 169 2,484 1,465 11 113 122 1437 3 1438 2 5 3 5 19 199 622 1439 3 441 59 977 500 113 197 1,152 1440 267 641 400 5 3 Thursday, October 16, 2003 Page 2 of 5 oa r ' I II 11 II II II II II II II 1 Analysis Year. 2002 Runic: ExVa7e Land Use: ExVa07c Network: ExVa05 Reference Number. 00460 Build Date: 10/16/2003 Build Time: 11:30:00 AM Modeler. Marie Whiteman Occupied Occupied Mule Mum Non' Family Family Group Hem/mob Residmd DWeOou DWa111nu Quarters Employed Retail Sersice Other School Unit//Coteue ETMTAZ Units Units Population Population Residents Employees Employees Employees Students FmAnent 1441 439 268 1,732 1,102 87 157 41 1442 41 197 574 360 1 14 3 1443 143 328 1,107 709 3 32 8 1444 96 399 1,197 752 2 22 7 1445 133 386 1,104 481 3 28 8 1446 179 91 665 423 4 30 6 1447 121 134 547 241 2 21 5 1448 78 61 301 133 58 23 34 1449 8 70 165 71 137 23 65 1450 2 52 113 49 147 38 135 1451 20 100 252 109 164 40 46 1452 11 23 10 272 99 257 1453 205 76 206 1454 37 17 117 52 389 112 366 1455 3 374 700 271 23 4 83 1456 717 112 1,803 815 14 110 23 1457 196 550 1,535 668 33 285 93 389 1458 510 595 2,333 1,036 46 113 63 1459 9 118 243 109 399 134 109 1460 607 122 1,558 708 14 94 23 1461 193 237 921 406 103 61 100 1462 29 63 29 1 4 1 1463 468 796 374 200 27 44 1464 896 1,081 4,240 1,868 196 197 114 1465 276 608 276 22 26 1466 140 335 209 ill 483 229 1467 1,126 1,914 1,463 23 11 1468 48 320 1469 966 2,169 1,406 338 354 2,095 1470 138 331 207 150 21 75 1471 437 1,093 699 9 67 13 1472 233 47 155 1473 86 145 111 2 1 1474 160 897 2,062 1,461 82 57 23 '1 Thursday, October 16, 2003 Page 3 of 5 D5 Analysis Year. 2002 Runld; ExVa7e Land Use; ExVa07c NetWork ExVa05 Reference Number. 00460 Build Date; 10/162003 Build Time: 11:30:00 AM Modeler. Media Whiteman 91191111 KIM Mtw rjn* FM* Group EMtedNOh Re"t Owaing t4 olop Quarter: Employed ReW Sir& Other Sdiooi MN/We WTMTAZ MRS Udte PwUWUon FoubtMin Residents Employees Enleyees E®piWyees Students finWit 1475 4 275 611 34 1476 205 492 308 4 2 1477 322 805 515 6 48 10 1478 48 114 71 1 0 1479 96 51 363 230 2 15 3 1480 213 458 304 4 2 1481 96 173 655 413 5 19 5 1482 135 110 553 367 21 131 5 1483 20 50 32 0 3 1 1484 193 779 2,490 1485 1,326 376 477 1486 233 559 349 331 512 2,150 1487 66 157 98 101 716 338 1488 116 278 174 2 1 1489 217 520 325 9 5 3 1490 14 52 285 1491 150 1,003 1,468 1492 118 280 1,124 1493 48 184 11006 1494 188 214 84 1495 374 24 875 396 89 254 504 1496 66 257 657 290 1 15 6 12 1497 129 236 761 337 3 24 6 1498 198 95 619 280 107 47 36 1499 125 275 125 3 19 4 1500 169 423 271 3 26 5 1501 140 638 1,437 624 181 73 90 1502 30 112 299 130 173 34 70 1503 6 34 a6 37 87 13 17 1504 61 402 1,116 700 146 46 45 1505 143 593 1,781 1,119 114 82 98 1506 143 113 618 395 3 24 5 1507 134 335 214 3 21 4 1508 217 122 828 527 4 76 122 762 Thursday, October 16, 2003 Page 4 of 5 Analysis Year: ' Runid: Land Use: Network: L1 I 2002 Reference Number: 00460 ExVa7e Build Date: 10/1612003 ExVa07c Build Time: 11:30:00 AM ExVa05 Modeler. Marie Whiteman DCCupled occupied Single Mum No Fan* Fan* Group lkm/ligh Resident Dweing Dwafng Quarters Empbyed Retal Seftil other School Unit/C*Q0 BDTM TAZ Units Units Populatim Population Residents Employees Employees Employees Students Enrolment 1510 190 475 304 4 29 6 1511 19 48 30 103 13 11 1512 234 561 351 5 2 1513 331 100 967 554 7 221 10 1514 39 97 62 1 6 1 1515 369 627 479 66 4 1516 164 293 120 72 89 1517 152 258 198 125 139 246 1,176 1518 417 64 1,195 763 8 64 13 1519 444 1,109 710 9 75 13 1520 197 492 315 4 29 6 1521 551 1,378 882 11 88 91 498 1522 113 114 556 352 135 38 49 1525 667 1,134 867 13 7 1526 170 425 272 3 26 5 1527 11 1528 65 26 1618 6 14 9 0 1 0 Thursday, October 16, 2003 Page 5 of 5 l SED From Land Use by OCTAM Taz Analysts Year. 2002 Reference Number: 00460 Runld: ExVa7e Build Date: 10/16/2003 Land Use: ExVa07c Build 77me: 11:30:00 AM Network: ExVa05 Modeler. Mania Whiteman Occupied Occupied Si 0 Mord lion- EamND fm* Group EbeWOh Resident Owetinp OWSIng quarters Emplayed Retd Service Other School 9*/C*P OCTAMTAZ Wh Outs Popubtbn POpu18110n Residents Ewployaea Empbyees Empbyees Students Enrolment 2327 6 10 7 80 72 314 2336 764 1,452 5,686 2337 489 343 1,639 2338 391 710 3,423 2339 45 172 939 2340 162 511 1,936 2341 134 705 1,184 2381 267 641 400 5 3 2393 188 470 301 4 28 6 2399 3 2401 439 268 1,732 1,102 87 157 41 2402 10 1,598 228 3,466 1,968 120 329 1,474 622 2403 851 365 2,325 1,253 101 1,211 1,671 2404 523 1,041 3,769 2,388 58 ill 34 2405 401 1,205 3,321 1,418 1,400 463 1205 2406 717 112 1,803 815 14 110 23 2407 918 175 2,669 1,718 573 433 785 436 2408 299 212 68 1,395 797 41 209 472 2,184 2409 239 179 902 615 787 446 402 2410 1,322 1,384 5,669 2,521 492 626 288 389 2411 221 705 1,780 809 304 92 146 2412 896 1,081 4,240 1,868 196 197 114 2413 587 854 3,054 1,348 357 355 618 12 2414 347 1,108 3,616 2,214 262 151 149 2415 482 443 1,954 871 285 123 115 2416 426 355 1,911 1,212 ill 122 141 762 2417 370 100 1,064 616 8 226 11 2418 1,438 1,764 6,635 4,606 302 631 730 636 2419 418 31 1,120 716 34 169 358 2420 137 84 543 344 180 596 1,712 2421 138 331 207 150 21 123 320 2422 2,092 4,083 2,870 360 365 2,095 Thursday, October 16, 2003 Page 1 of 2 i L=i Analysis Year. 2002 Runld: ExVa7e Land Use: ExVa07c Network: ExVa05 Reference Number: 00460 Bulld Date: 10/16/2003 Build Time: 11:30:00 AM Modeler. Madie Whiteman Occupied Occupied Singie Mum Non" Famly FPO Group Elem/Ilgh Resident Doing Dweing Quarters Employed Retal Seraloe Mer School Unit/Celege OCTAMTAZ Units Units Population Popniallon Residents Employees Employees Employees SludeHs BKVM Rt 2423 416 943 486 133 483 255 2424 631 1,514 946 454 1,287 2,777 2425 1,519 1,155 2,967 2426 354 679 2,214 2427 150 1,003 1,468 2428 160 897 2,062 1,461 85 331 534 34 2429 86 145 ill 233 48 156 2430 418 304 1,775 1,125 8 69 16 2431 437 1,093 699 9 67 13 2432 251 496 1,715 1,116 26 158 13 2433 176 667 1,573 1,148 4 116 38 2435 995 369 3,113 2,071 20 230 108 498 2436 530 178 1,752 1,115 143 103 62 2437 197 316 1,043 633 129 241 341 1,176 2444 134 335 214 3 21 4 2445 169 423 271 3 26 5 Thursday, October 16, 2003 Page 2 of 2 SED From Land Use for City of Newport Beach Analysis Year. 2002 Runld: ExVa7e Land Use: ExVa07c NetWodc: ExVa05 Reference Number: 00460 Build Date: 10/16/2003 Build Time: 11:30:00 AM Modeler. Marie Whiteman Occupied Occupied Single M010-fancy lsn- No Dwelling Group fbm k Resident Dwelling Units quarters Employed RON Service Hier School Unit//Golepe Unb Popuhtion Popudtlen Residents Employees Employees Employees Students EnrohiW 13,842 20,409 661 75,817 44,379 11,211 17,150 37,077 9,164 Thursday, October 16, 2003 Page 1 of 1 CAD II Supplemental SED by NBTM Taz Analysis Year: 2002 Reference Number: 00460 Runld: ExVa7e Build Date: 10/16/2003 Land Use: ExVa07c Build Time: 11:30:00 AM Network: ExVa05 Modeler: Marie Whiteman Occupied Occupied ogle Mufti N' fan* FOR Group HeinAlgh Resident DweIng Owailing quarters Employed Retail Serstce Other School 1103le98 ROTIN TAZ Units Units Population Population Residents Employees Employees Employees Students Enrolment 1394 0 0 0 0 0 71 244 220 0 0 1414 74 21 2 250 124 2 53 70 7 0 1523 0 78 1 138 69 0 0 7 0 0 1524 0 78 1 138 69 0 0 7 0 0 1529 104 256 8 916 460 2 10 62 375 0 1530 0 0 0 0 0 0 0 0 0 0 1531 166 183 7 757 470 77 53 42 0 0 1532 0 0 0 0 0 0 0 0 0 0 1534 20 86 2 258 114 0 24 20 0 0 1535 104 256 8 916 460 2 10 62 375 0 1536 50 56 2 258 114 88 10 62 0 0 1537 50 56 2 258 114 88 10 62 0 0 1538 119 0 3 284 125 0 0 7 0 0 1539 168 0 4 402 179 0 0 0 0 0 1540 0 0 0 0 0 0 93 0 0 0 1541 142 0 4 368 163 0 4 27 0 0 1542 0 0 0 0 0 0 0 1 0 0 1543 0 0 0 0 0 5 0 174 0 0 1544 0 0 0 0 0 0 0 0 0 0 1545 0 0 0 0 0 0 0 0 0 0 1546 0 0 0 0 0 5 0 174 0 0 1547 20 86 2 258 114 0 24 20 0 0 1548 20 86 2 258 114 0 24 20 0 0 1549 20 86 2- 258 114 0 24 20 0 0 1550 19 0 0 43 23 0 0 0 0 0 1551 0 0 0 0 0 0 0 0 0 0 1552 0 0 0 0 0 0 0 0 0 0 1553 0 0 0 0 0 0 0 0 0 0 1554 0 0 0 0 0 0 14 14 0 0 1555 0 0 0 0 0 0 14 14 0 0 1556 0 0 0 0 0 0 0 0 0 0 1557 0 0 0 0 0 0 0 0 0 0 Thursday, October 16, 2om - Page 1 of 2 M\ Analysts Year. 2002 Runld: ExVa7s Land Use: ExVa07c Network: ExVa05 Reference Number. 00460 Build Dato: 10/1612003 Build Time: 11:30:00 AM Modeler. Media Whiteman Occupied Occupied ball MuIU New FS* W* group ore k Aeaftt Owelnp OWIMP Quarters bnftld AetaO service Other School WWII IMiMTAZ Oft Onto PMMUeu IbpubUM Aaaideeb fleftaea Dofteea Faploriee student EiaroseNt 1558 0 7 0 13 8 0 0 1 0 0 1559 0 7 0 13 8 0 0 1 0 0 Thursday, October 16, 2003 Page 2 of 2 DM U U II �i Supplemental SED by OCTAM Taz Analysis Year: 2002 Reference Number: 00460 Runld: t ExVa7e Build Date: 10/16/2003 Land Use: ExVa07c Build Time: 11:30:00 AM Network: ExVa05 Modeler. Madie Whiteman Occupied Occupied Rule Multi Non' Family Family group Hem/Nth Resident Owetng Dwelling Quarters Employed Retail Servloe Other School MUM OCTAMTAZ Units Uolts Population Population Residents Employees Employees Employees Students Enrolment 2336 0 0 0 0 0 71 244 220 0 0 2375 0 0 0 0 0 0 0 0 0 0 2377 0 0 0 0 0 0 0 0 0 0 2378 19 0 0 43 23 0 0 0 0 0 2399 0 14 0 26 16 0 0 2 0 0 2400 0 0 0 0 0 0 0 0 0 0 2414 166 183 7 757 470 77 53 42 0 0 2419 74 21 2 250 124 2 53 70 7 0 2434 0 156 2 276 138 0 0 14 0 0 2438 208 512 16 1,832 920 4 20 124 750 0 2439 100 112 4 516 228 176 20 124 0 0 2440 80 344 8 1,032 456 0 96 80 0 0 2441 0 0 0 0 0 0 93 0 0 0 2442 119 0 3 284 125 0 0 7 0 0 2443 168 0 4 402 179 0 0 0 0 0 2445 142 0 4 368 163 0 4 27 0 0 2446 0 0 0 0 0 0 0 1 0 0 2447 0 0 0 0 0 10 0 348 0 0 2781 0 0 0 0 0 0 0 0 0 0 2782 0 0 0 0 0 0 0 0 0 0 2783 0 0 0 0 0 0 0 0 0 0 2784 0 0 0 0 0 0 0 0 0 0 2785 0 0 0 0 0 0 28 28 0 0 2786 0 0 0 0 0 0 0 0 0 0 Thursday, October 16, 2003 Page 1 of 1 1013 Supplemental SED for City of Newport Beach Analysts Year. 2002 Reference Number: 00460 Runld: ExVa7e Bulld Date: 10/16/2003 Land Use: ExVa07c Build Time: 11:30:00 AM Network: ExVa05 Modeler. Martle Whiteman Occupied Occupied Singh Mum- Femly Non- W* MAN Group U mAlph Resident Dwelin➢ Unite QUWHrs Finplcyed Retell Selwlce Other Sabtol unit/C*P gnus Popubtlan Population Residents EMpbyeee Employee: Emplayeee Monte EnMkMt 1,076 1,342 50 5,786 2,842 340 611 1,087 757 0 Thursday, October 16, 2003 Page 1 of 1 DvA '1 Final SED by NBTIN Taz Analysis Year 2002 Reference Number: 00460 Runld: ExVa7h Build Date: 1012112003 Land Use: ExVa07e Build 71me: 11:30:00 AM Network: ExVa05 Modeler. Madie Whiteman Occupied Occupied no Mufti NOW Family fan* Group EbMftb Resides[ WIM Dwaine Dwaine Quarters Employed Red Service Other School WWI Median TAZ Nu Nu peculation Population Residents Employees Employees Eagbyaes Students Enrolment Income 1373 48 35 168 0 1374 47 35 167 0 1375 93 51 247 0 1376 76 56 266 0 1377 105 77 368 u 1378 120 88 422 0 1379 39 152 827 0 1380 18 69 375 0 1381 25 96 525 0 1382 36 139 761 0 1383 24 91 498 0 1384 63 29 169 0 1385 31 377 157 0 1386 19 74 403 0 1387 21 80 436 0 1388 210 10 30 0 1389 113 105 536 0 1390 17 63 347 0 1391 11 42 231 0 1392 29 114 380 0 1393 105 10 10 0 1394 0 0 0 0 0 71 244 220 0 0 0 1395 73 170 77 0 1396 69 266 1,454 0 1397 19 74 406 0 1398 10 37 203 0 1399 12 47 259 0 1400 7 28 153 0 1401 10 39 212 0 1402 5 21 113 0 1403 134 705 1,164 64,858 1404 51 196 1,069 0 1405 340 330 1,742 0 1406 184 612 0 1407 6 10 7 76 62 314 35,456 Thursday, October 23, 2003 Pagel of 6 M5 Analysis Year. Runid: Land Use: Network: Iccupied /CM*d no wu FM* fat NITM box twain TAZ M M 2002 Reference Number 00460 ExVa7h Build Date: 10/21/2003 ExVa07e Build 71me: 11:30:00 AM ExVa05 Modeler. Media Whiteman MM wen ElepbTed PAN UMM MW tallool Pppld uM "UM Ae*mtg 6npl m boom ElnWw 8odente Non• Room 96/MP FirIAMd Medico li ; ' , ' 1408 137 342 219 3 21 4 59,055 , 1409 177 673 1,707 59,056 1410 84 201 125 2 1 59,055 1411 4 10 0 35,466 , 1412 55 13B 88 1 8 2 59,055 1413 31 75 47 26 103 342 59,055 1414 74 21 2 280 124 2 53 70 7 0 59,055 1415 145 363 233 3 25 9 59,055 1416 188 470 301 4 26 6 47,714 , 1417 53 133 85 1 8 2 59,055 1418 56 140 90 1 a 2 56,251 1419 164 411 263 3 26 5 59,055 1420 442 1,104 707 9 66 13 56,251 1421 110 391 981 697 262 204 409 636 66,251 1422 466 1,164 745 9 70 14 66,251 , 1423 253 632 404 5 168 8 56,251 1424 1;373 2,334 1,785 27 14 56,251 1425 14 62 258 56,251 1426 1427 112 299 212 68 280 1,326 179 797 2 41 25 209 14 472 2,184 56,251 57,252 1428 239 144 844 571 480 387 171 74,888 1429 623 68 1,683 1,089 13 105 87 436 59,199 1430 29 71 46 444 202 443 59,199 1431 34 58 44 308 59 231 74,888 1432 266 106 915 584 116 126 255 59,199 ' 1433 212 270 695 294 14 165 473 44,674 1434 639 95 1,629 959 87 1,046 1,198 44,574 1435 65 27 225 143 49 12 10 56,757 , 1436 5 1,157 169 2,484 1,465 11 113 122 39,917 1437 3 59,117 1438 2 5 3 5 19 199 622 39,917 , 1439 3 441 59 977 Boo 113 197 1,152 39,917 1440 267 641 400 5 3 52,997 ' 1441 439 268 1,732 1,102 87 157 41 59,117 1442 41 197 574 360 1 14 3 56,767 1443 143 328 1,107 709 3 32 8 56,757 ' 1444 96 399 1,197 752 2 22 7 56,767 Thursday, October 23, 2003 Page 2 of 6 Ci Analysis Year. 2002 Runid: ExVa7h Land Use: ExVa07e Network: ExVa05 Reference Number. 00460 Build Date: 10/21/2003 Build Time: 11:30:00 AM Modeler. Media Whiteman Occupied Occupied swam Mum Non' Fee* Family 11rouP affAh Resident IBTM ilweinO Dwelling Quarters Empi W Retail Service Other School 110/Coileile Medan TAZ Oeb IMits Population Populatim Residents Employees Mpicyees Employees Stadenta Birdwnt lasome 1445 133 386 1,104 481 3 28 8 51,149 1446 179 91 665 423 4 30 6 56,757 1447 121 134 647 241 2 21 5 51,149 1448 78 61 301 133 58 23 34 51,149 1449 8 70 165 71 137 23 65 51,149 1450 2 52 113 49 147 38 135 51,149 1451 20 100 252 109 164 40 46 51,149 1452 11 23 10 272 99 257 51,149 1453 205 76 206 51,149 1454 37 17 117 52 389 112 366 51,149 1455 3 374 700 271 23 4 83 51,149 1456 717 112 1,803 815 14 110 23 108,866 1457 196 550 1,535 668 33 285 93 389 50,209 1458 510 595 2,333 1,036 46 113 63 50,209 1459 9 118 243 109 399 134 109 50,209 1460 607 122 1,558 708 14 94 23 50,209 1461 193 237 921 406 103 61 100 94,938 1462 29 63 29 1 4 1 94,938 1463 468 796 374 200 27 44 94,938 1464 896 1,081 4,240 1,868 196 197 114 49,264 1465 276 608 276 22 26 30,628 1466 140 335 209 ill 483 229 30,628 1467 1,126 1,914 1,463 23 11 47,762 1468 48 320 83,948 1469 966 2,169 1,406 338 354 2,095 47,762 1470 138 331 207 150 21 75 83,948 1471 437 1,093 699 9 67 13 102,852 1472 233 47 155 102,289 1473 86 145 111 2 1 102,289 1474 160 897 2,062 1,461 82 57 23 54,288 1476 4 275 511 34 64,288 1476 205 492 308 4 2 108.276 1477 322 805 515 6 48 10 108,276 1478 48 114 71 1 0 108.276 1479 96 51 363 230 2 15 3 108,276 1480 213 458 304 4 2 122,890 1481 96 173 655 413 5 19 5 122,890 t Thursday, October 23, 2003 Page 3 of 6 b11 Analysis Year. 2002 Run1d: ExVa7h Lend Use: ExVa07e Network: ExVa05 Reference Number. 00460 Build Data: 101212003 Build Time: 11:30:00 AM Modeler. Madle Whiteman ftmod 00 MA N* holft Fv* a" Fish seoidMlt mp "I" Iwo" wo"M OWN Add 3Wft Otbtr school I*/C" Oft TAZ 010 Wh Po *ft Po Nft RNMU fnpio M Einpby" Fnpb M itoNU fn *00t hM: 0 1482 135 110 553 367 21 131 5, 122,890 1483 20 50 32 0 3 1 122,890 1484 193 779 2,49D 0 1485 1,326 376 477 0 1486 233 559 349 331 512 2,150 98,026 1487 66 157 98 101 716 338 98,026 1488 116 278 174 2 1 98.026 1489 217 52D 325 9 5 3 98,026 1490 14 52 285 98,026 1491 150 1,003 1,468 0 1492 118 280 1,124 0 1493 48 184 1,006 0 1494 188 214 84 0 1495 374 24 876 396 89 264 504 80,764 1496 66 257 657 290 1 15 6 12 80,764 1497 129 236 761 337 3 24 6 58.448 1498 198 95 619 280 107 47 36 58.448 1499 125 275 125 3 19 4 58.448 1500 169 423 271 3 26 5 96,499 1501 140 538 1.437 624 181 73 90 80,764 1502 30 112 299 130 173 34 70 58.448 1503 6 34 86 37 87 13 17 80,764 1504 61 402 1,116 700 146 46 45 51,373 1505 143 593 1,781 1,119 114 82 98 51,373 1506 143 113 618 395 3 24 5 51.373 1507 134 335 214 3 21 4 101;275 1508 217 122 828 527 4 76 122 762 82,549 1510 190 475 304 4 29 6 82,549 1511 19 48 30 103 13 11 82,549 1512 234 581 351 5 2 82,549 1513 331 100 967 554 7 221 10 90,519 1514 39 97 62 1 6 1 9D,519 1515 369 627 479 66 4 77,925 1616 164 293 120 72 69 75,674 1517 152 258 198 125 139 246 1,176 75,674 1518 417 64 1,195 763 8 64 13 148.667 1519 444 1,109 710 9 75 13 77,925 Thursday, October 23, 2003 Page 4 of 6 Analysis Year. 2002 Runld: ExVa7h Land Use: ExVa07e Network: ExVa05 Reference Number: 00460 Build Date: 10121/2003 Build Time: 11:30:00 AM Modeler. Media Whlleman Occupied Occupied NOW Mori M011 Fsmly FOR* Group Eiem/IIOh Resident NTM DwetnO DwetinO Quertere Employed ReW Service Dtlrer School Odv/Cd IIP Media TAZ M Odts popdatlon popubti0n• Residents Employees Employees Ealeyees Stud6HU FIRWRIent tm0e0e 1520 197 492 315 4 29 6 75,674 1521 551 1,378 882 11 88 91 498 77,925 1522 113 114 556 _352 135 38 49 148,667 1523 0 78 1 138 69 0 0 7 0 0 77,921 1524 0 78 1 138 69 0 -0 7 0 0 77,921 1525 667 1,134 867 13 7 77,921 1526 170 425 272 3 26 5 77,921 1527 11 77,921 1528 65 26 77,921 1529 104 256 8 916 460 2 10 62 375 0 148,679 1530 0 0 0 0 0 0 0 0 0 0 0 1531 166 183 7 757 470 77 53 42 0 0 51,373 1532 0 0 0 0 0 0 0 0 0 0 0 1533 0 1534 20 86 2 258 114 0 24 20 0 0 101,276 1535 104 256 8 916 460 2 10 62 375 0 148,679 1536 50 56 2 258 114 88 10 62 0 0 101,275 1537 50 56 2 258 114 88 10 62 0 0 101,275 1538 119 0 3 284 125 0 0 7 0 0 101,275 1539 168 0 4 402 179 0 0 0 0 0 101,275 1540 0 0 0 0 0 0 93 0 0 0 0 1541 142 0 4 368 163 0 4 27 0 0 96,499 1542 0 0 0 0 0 0 0 1 0 0 0 1543 0 0 0 0 0 5 0 174 0 0 0 1544 0 0 0 0 0 0 0 0 0 0 0 1545 0 0 0 0 0 0 0 0 0 0 0 1546 0 0 0 0 0 5 0 174 0 0 0 1647 20 86 2 258 114 0 24 20 0 0 101,275 1548 20 86 2 258 114 0 24 20 0 0 101,275 1549 20 86 2 258 114 0 24 20 0 0 101,275 1550 19 0 0 43 23 0 0 0 0 0 75,592 1551 0 0 0 0 0 0 0 0 0 0 0 1552 0 0 0 0 0 0 0 0 0 0 0 1553 0 0 0 ' 0 0 0 0 0 0 0 0 1564 0 0 0 0 0 0 14 14 0 0 0 1555 0 0 0 0 0 0 14 14 0 0 0 1556 0 0 0 0 0 0 0 0 0 0 0 Thursday, October 23, 2003 Page 5 of 6 WR Analysis Year. 2002 Runld: ExVa7h Land Use: -ExVa07e Network: ExVa05 Reference Number 00460 Build Defe: 10/21/2003 BUIld 7Yme: 11:30;00 AM Modeler Media Whiteman BMW Gccupled :0 MUrd N* Fait' FN* §" OgUNpll Rpldgft ON two" Iwo" Qwrtn's Fnpq w Mtd UmIte MW hm UW/C*P me" TAZ WD Wit pep*Um popWU RI"ti ftoktlMt Fmp GM Fn MMI SttlMU FArel Ut 11 ro 1557 0 0 0 0 0 0 0 0 0 0 0 1558 0 7 0 13 8 0 0 1 0 0 59,117 1559 0 7 0 13 6 0 0 1 0 0 59,117 1618 6 14 9 0 1 0 77,921 Thursday, October 23, 2003 Page 6 of 6 Q lO Final SED by OCTAM Taz Analysts Year: 2002 Reference Number: 00460 Runld: ExVa7h Build Date: 10/21/2003 Land Use: ExVa07e Build Tlme: 11:30:00 AM Network: ExVa05 Modeler. Media Whiteman Occupied occupied Single Mom NOR' Fancy FIM Group Hem/sob Resident DCTAM Dwailop DVIDER Quarters Eapfbyad RetaD SarvIna ➢char Sehoai WNW Median TAZ ➢dts Units pupWation Population Residents Fmpbyaes Enpdoyaea Empleyaes Students FJIM* nt Income 1979 61,655 1983 39,816 1986 43,882 1987 43,882 2039 0 2040 0 2044 35,747 2045 46,481 2046 46,457 2078 0 2079 60,350 2080 38,214 2081 50,682 2082 36,261 2087 45,239 2088 28,458 2089 45,257 2090 0 2091 0 2092 63,943 2102 0 2103 32,649 2104 38,169 2105 45,089 2106 44,278 2107 47,429 2108 43,697 2109 43,744 2110 66,645 2111 43,750 2120 66,326 2122 59,210 2124 51,960 2125 70,882 2126 57,421 Thursday, October 23, 2003 Page 1 of 11 D21 Analysis Year. 2002 Reference Number OD460 Runld, ExVa7h Build Data., 10121/2003 Land Use: ExVa07e Build Time: 11:30:00 AM Network: ExVa05 Modeler. Madle Whiteman so MU Not - FM* FMW group MW Rgftd WrAM PON ftIft Qu M Do* low Ulm 1MV No golimp me" TAZ IMrte Udtt PW* Mm Papld *R M"nh Mtl tM Ft@f YM Fn 088 Student FtraloNrtt h= 2127 70,879 2128 42,499 2129 67,157 2130 53,559 2131 0 P132 63,560 2133 36,786 2134 61,280 2135 55,699 2136 60,623 2137 60,609 2138 0 2139 46,649 2140 46,649 2141 46,649 2142 51,648 2143 51,766 2144 51,412 2145 67,419 2146 44,415 2147 44,490 2148 53,885 2149 63,048 2150 34,065 2151 67,395 2152 35,025 2153 65,514 2164 39,771 2155 34,727 2156 62,683 2157 60,530 2158 64,628 2159 40,121 2160 40,121 2161 27,721 2162 40,121 2163 46,581 Thursday, October 23,2003 Page 2 of 11 0 2Z Analysis Year. 2002 Reference Number. 00460 Runld: ExVa7h Build Date: 10121/2003 Land Use: ExVa07e Bulld Time: 11:30:00 AM Network: ExVa05 Modeler. Marie Whiteman Occupied Occupied Smile Muni fm* fancy Gmp 88si/Iigh Resident OCTAM INIng DWOft Quarters Employed ROW Ser*o Other SChOni UnW/ColeOe Madsen TAZ Unit units popniatlon limulotlon Residents Employee: Employees EmpkGlaes Students brobBet locoing 2164 39,300 2165 72,846 2166 54,286 2167 59,582 2168 68,645 2169 0 2170 76,709 2171 67,919 2172 76,709 2173 55,508 2174 40,877 2175 40,992 2176 56,826 2177 63,760 2178 53,73E 2179 58,199 2180 58,172 2181 78,216 2182 67,993 2183 70,907 2184 67,990 2185 53,415 2186 47,229 2187 60,910 2188 77,315 2189 50,905 2190 55,745 2191 34,125 2192 61,092 2193 53,438 2194 69,261 2195 61,328 2196 59,555 2197 0 2198 41,284 2199 41,338 2200 0 Thursday, October 23, 2003 Page 3 of 41 D 15 Analysis Year. Runld: Land Use: Network: 2002 ExVa7h ExVa07e ExVa05 Reference Number 00460 Bulld Oete: 10012003 Build 77mo: 11:30:00 AM Modeler. Marie Whiteman 0d kMW MUrd NoR- FMdIT Ft➢ R" Elpe/llph Ream OCTAM INN IWIN NrM DO" KIM Se ft Uff Mdlool Oft/COP MMM TAZ MU M b ft*Un I M*UM RUN" EM*Iee bftM UWIM StMOU E>trokM leans 2201 e 2202 0 2203 0 2204 62,108 2205 61,714 2206 117,513 2207 95,102 2208 41,621 2209 52,688 2210 0 2211 0 2212 60,102 2213 44,230 2214 58,847 2215 58,833 2216 60,102 2217 72,777 2218 73,792 2219 95,268 2220 95,268 2221 0 2222 58,627 2223 0 2224 0 2226 95,268 2226 95,268 22P7 47,495 2228 72,480 2229 116,310 2230 120,520 2231 115,199 2232 46,430 2233 17,887 2234 56,823 2235 106,644 2236 101,728 2237 0 Thursday, October 23, 2003 Page 4 of l l D2L1 Analysis Year. 2002 Runld: ExVa7h Land Use: ExVa07e Network: ExVa05 Reference Number. 00460 Build Dafe: 10121/2003 Build 77me: 11:30:00 AM Modeler. Madie Whiteman Occupied Occupied Single mum Nw Family Family Orsup mm/miih Resident OCTAM 1009 DWetig quarters Employed Retail Service Mw Schad Udv/Coble Medlen TAZ IMits UN popuNtion Population Residents Employees Emp WS fINPlaY s Students Blrotillent Income 2238 64,85E 2239 48,151 2240 64,85E 2241 64,858 2242 43,006 2243 43,780 2244 38,802 2245 37,626 2246 42,838 2247 50,360 2248 37,565 2249 0 2250 38,150 2251 45,815 2252 37,498 2253 30,625 2254 43,409 2255 43,409 2256 42,171 2257 45,095 2258 62,485 2259 73,999 2260 73.733 2261 63,035 2262 34,614 2263 53.220 2264 46,452 2265 42,500 2266 57,301 2267 57,301 2268 40,628 2269 50,094 2270 58,252 2271 61,624 2272 69,803 2273 28,059 2274 58,542 J Thursday, October 23. 2003 Page 5 of l l D 25 Analysts Year. 2002 Runld: ExVa7h Land Use: ExVa07e Network, ExVa05 Reference Number. 00460 Build Date: 10/21/2003 Build 71me: 11:30:00 AM ' Modeler. Maria Whiteman OCCapied OCCU*d 20 NY H FM* FAW aw any" Row OCTAM 10" IWOR una "M Enpinj i RgM salt M NNdioaN WNW Mqn TAZ MU Ma Pop*Um PaIndlUM AI NdM U EMMYMn BOOM FMMIN SW*tI Fera k c 2275 56,765 2276 56,765 2277 58,541 2278 75,699 2279 70,173 2280 71,267 2281 79,998 2282 0 2283 38,187 2284 0 2285 37,322 2286 65,501 2267 61,672 2288 69,808 2289 53,674 2290 61,572 2291 0 2292 452 681 26 2,798 1,725 59 83 155 0 0 53,356 2293 63 0 2 195 120 2 16 5 0 0 68,939 2294 57,395 2295 70,151 2296 70,151 2297 0 2298 11,250 2299 0 2300 0 2301 64,205 2302 0 2303 37,174 2304 36,775 2305 67,631 2306 74,056 2307 47,714 2308 81,001 2309 48,125 2310 48,348 2311 45,947 Thursday, October 23, 2003 Page 6 of 11 II I Analysis Year. 2002 Runld: ExVa7h Land Use: ExVa07e Network., ExVa05 Reference Number. 00460 Build Date: 10/21/2003 Build Time: 11:30:00 AM Modeler. Media Whiteman Occupied Occupied S mie Mum Ron' Fan* Fee* Group eeniaph Resident OCTAM Dwe11op Dwelnp Quarters Employed Retd SWVIC8 Other School UW/Cd"B Median TAZ Units Units popuiation POpufetbn Residents Empbyeaa Employees Empbyees Students Farotim Rt Income 2312 35,120 2313 35,120 2314 40,798 2315 52,152 2316 33,573 2317 31,493 2318 81,839 2319 49,829 2320 52,695 2321 42,245 2322 40,341 2323 44,625 2324 49,102 2325 0 2326 156 556 16 1,708 1,096 200 376 470 0 0 35,426 2327 9 9 0 38 25 113 278 484 0 0 35,456 2328 370 80 10 1,110 710 20 20 270 20 0 35,435 2329 0 2330 0 2331 0 2332 38,750 2333 0 2334 56,823 2335 0 2336 0 0 0 0 0 832 1,696 5,908 0 0 0 2337 489 343 1,639 0 2338 391 710 3,423 0 2339 45 172 939 0 2340 162 511 1,936 0 P349 134 705 1,184 64,858 2342 56,823 2343 0 2344 56,823 2345 0 2346 0 2347 1,595 30 3,530 2,265 40 50 65 46,906 2348 612 976 44 4,688 2,456 96 44 136 584 62,541 Thursday, October 23, 2003 Page 7 of 11 D 2'1 Analysts Year. 2002 Runld: ExVa7h Land Use: EXV8070 Network., ExVa05 Reference Number. 00460 Build Date: 10t2 V2003 Build Time: 11:30:00 AM Modeler. Media Whiteman D d 80 MM NMF FORM! EM1iy R" EM M good XIAM I"fnl IWINI main EMPMMad AM IVM MW UM 1*/C*P MOM TAZ MU M Pop**n P*IMUM AMdd" EMO MN ENWM EMM M SW Mtb Enrolallot IMN 2349 180 780 24 2,476 1,296 105 33 201 1,440 51,790 2350 62,641 2351 62,641 2352 0 2353 62,541 2354 0 2361 940 20 2,308 1,338 264 414 570 32,729 2362 624 14 1,520 730 6 56,823 2363 454 10 1,106 531 13 9 9 35,482 2364 478 11 1,165 580 97 7 15,982 2365 5,712 11,424 1,5B3 2,515 4,002 8,534 24,132 2366 4 369 784 0 2367 1,235 2,470 19 0 2368 0 2369 275 269 772 3,136 1,228 900 33,127 2370 0 2371 6 903 16 1,740 957 90 2,133 1,149 63,293 2372 116 556 16 1,788 1,112 4 80 456 87,974 2373 674 316 34 3,634 1,720 62 1,196 110,378 2374 722 146 48 2,620 1,246 20 20 75,592 2375 0 0 0 0 0 0 0 0 0 0 0 2376 0 2377 0 0 0 0 0 0 0 0 0 0 0 2378 19 0 0 43 23 0 0 0 0 0 75,592 2379 76;592 2380 0 2381 702 729 66 4,163 2,644 126 101 801 306 0 62,997 2382 198 1,107 45 3,312 1,872 315 711 3,420 612 0 23,905 2383 176 1,344 88 4,896 2,768 552 960 2,664 0 0 28,176 2384 558 2,151 135 7,506 4,239 1,026 828 945 882 0 29,793 2385 140 715 20 2,370 1,340 595 1,370 225 0 0 30,291 2386 37,299 2387 34,519 2388 504 716 28 3,020 1,908 140 176 268 72 0 45,070 2389 88 468 12 1,408 890 10 40 140 432 0 50,832 2390 384 492 21 2,127 1,344 144 318 228 0 0 41,408 2391 528 428 84 2,420 1,412 64 92 424 76 0 48,320 Thursday, October 23,2003 Page 8 of 11 �2� I Analysis Year. 2002 Runld: ExVa7h Land Use: ExVa07e Network: ExVaD5 Reference Number. 0046D Build Date: 10121/2003 Build 71me: 11:30:00 AM Modeler. Media Whiteman Occupied Occupied look Mum Fm* Fee* Group nem/Dioh Resbent OGTAM Owolno Owelig Quarters a0yed Rdd Service Other Schcoi ihiv/Caieoe Medkn TAZ MR ihdta pspuktion Popuktbn Residents Fmpbyaas Ev oyess FiMicyaes Students Fnr*mnt iamme 2392 272 342 36 1,564 912 44 58 252 0 0 30,890 2393 479 210 12 1,790 1,063 16 88 204 861 0 47,714 2394 296 80 8 942 544 6 20 162 0 0 66,320 2395 888 576 54 3,762 2,112 138 264 636 252 0 39,921 2396 560 704 32 3,016 1,736 920 488 424 608 0 45,450 2397 340 656 40 2,380 1,376 312 392 376 0 0 29,923 2398 520 328 16 2,004 1,160 368 232 252 8 0 31,494 2399 0 14 0 26 16 0 0 5 0 0 59,117 2400 0 0 0 0 0 0 0 0 0 0 0 2401 439 268 1,732 1,102 87 157 41 59,117 2402 10 1,598 228 3,466 1,968 129 329 1,474 622 39,917 2403 851 365 2,325 1,263 101 1,211 1,671 44,574 2404 523 1,041 3,769 2,388 58 111 34 56,757 2405 401 1,205 3,321 1,418 1,400 463 1,205 51,149 2406 717 112 11803 815 14 110 23 108,866 2407 918 175 2,669 1,718 573 433 785 436 59,199 2408 299 212 68 1,325 797 41 209 472 2,184 57,252 2409 239 179 902 615 787 446 402 74,888 2410 1,322 1,384 5,669 2,521 492 626 288 389 50,209 2411 221 705 1,780 809 304 92 145 94,938 2412 896 1,081 4,240 1,868 196 197 114 49,264 2413 587 854 3,054 1,348 357 355 618 12 80,764 2414 513 1,291 7 4,273 2,684 339 2D4 191 0 0 51,373 2415 482 443 1,954 871 285 123 115 58,448 2416 426 355 1,911 1,212 111 122 141 762 82,549 2417 370 100 1,064 616 8 226 11 90,519 2418 1,438 1,764 6,635 4,606 302 631 730 636 56,251 2419 492 52 2 1,370 840 36 222 428 7 0 59,055 2420 137 84 543 344 180 596 1,712 59,055 2421 138 331 207 150 21 123 320 83,948 2422 2,092 4,083 2,870 360 365 2,095 47,762 2423 416 943 486 133 483 255 30,628 2424 631 1,514 946 454 1,287 2,777 98,026 2425 1,519 1,155 2,967 0 2426 354 679 2,214 0 P427 150 1,003 1,468 0 2426 160 897 2,062 1,461 85 331 534 34 54,288 Thursday, October 23, 2003 Page 9 of 11 Dzq Analysis Year. 2002 Runid: ExVa7h Land Use: ExVa07e Network: ExVe05 Reference Number. 00460 Build Date: 10121/2003 Build 71me: 11:30:00 AM Modeler. Madle Whiteman Occupied BMWfth PA Nw far* F9* Imm FtMn u Iuidant OCTAM I lft Iweiq Qu"Pil Enp" RON SKIM DW UM Olin/C*P Medm TAZ NU NO Pop*ft Popl&UM Rlftlb EMMMi MOWM EtftMt tutu br*=t VON 2429 86 145 111 233 48 156 102,289 2430 418 304 1,775 1,126 8 69 16 108.276 2431 437 1,093 699 9 67 13 102.852 2432 251 496 1,715 1,116 26 158 13 122.890 2433 176 667 1,573 1,148 4 116 38 77,921 2434 0 156 2 276 138 0 0 14 0 0 77,921 2435 995 369 3,113 2,071 20 230 108 498 77,926 2436 530 178 1,752 1,116 143 103 62 148.667 2437 197 316 1,043 633 129 241 341 1,176 76,674 2438 208 512 16 1,832 920 4 20 124 750 0 148,679 2439 100 112 4 616 228 176 20 124 0 0 101,275 2440 80 344 8 1,032 458 0 96 80 0 0 101.275 2441 0 0 0 0 0 0 93 0 0 0 0 2442 119 0 3 284 125 0 0 7 0 0 101,275 2443 168 0 4 402 179 0 0 0 0 0 101,275 2444 134 335 214 3 21 4 101,275 2445 311 0 4 791 434 3 30 32 0 0 96,499 2446 0 0 0 0 0 0 0 1 0 0 0 2447 0 0 0 0 0 10 0 348 0 0 0 2508 0 2510 0 2611 0 2513 0 2517 0 2520 0 2642 69,217 2645 36,310 2548 63,084 2549 61,936 2566 0 2567 0 2568 0 2781 0 0 0 0 0 0 0 0 0 0 0 2782 0 0 0 0 0 0 0 0 0 0 0 2783 0 0 0 0 0 0 0 0 0 0 0 2784 0 0 0 0 0 0 0 0 0 0 0 2785 0 0 0 0 0 0 28 28 0 0 0 Thursday, October 23, 2003 Page 10 of 11 ON) Analysis Year: ' Runld: Land Use: Network: I I li 1 r� LI I I 1 f 2002 Reference Number. 00460 ExVa7h Build Date: 10121/2003 ExVa07e Build Time: 11:30:00 AM ExVa05 Modeler. Madie Whiteman Occupied Occupied single MUM Men- FIH* FUR 6hroop DoWillh Reddest OCTAM MAN ININ Quarters Employed Retal Sereloe Other Scholl [W/Colele Median TAZ IMits Outs population popuation Residents Employees Employees Employees Students Em'Mment b me 2786 0 0 0 0 0 0 0 0 0 0 0 2787 36 120 3 299 166 3 61 83 109,656 2788 0 2789 0 2790 0 2791 74,313 2792 36,173 2793 55,864 2794 0 2795 51,906 2796 76,513 2797 50,907 2798 104 512 10 1,152 227 6 9 51 48,970 2799 0 Thursday, October 23, 2003 Page 11 of 11 P31 Final SED For City Of Newport Beach Analysts Year. 2002 Reference Number. 00460 Runld: ExVa7h Build Date: 10/21/2003 Land Use: ExVa97e Build 77ine: 11:30:00 AM Network: ExVa05 Modeler. Media Whiteman WON Accupiad m ME- MoeWe ReNM- MWefeM 1wft tirm E1np W RIM Service Other UN 9*/MP Wft Meth ttetb repubw tlop*ft ReeNNfinpiolleee Enftm EelphYm Sbftb bnrelWt kmo 14,918 21,761 711 81,603 47,221 11;551 17,761 38,164 9,921 0 66,492 Thursday, October 23,2003 Page 1 of 1 D3Z I u E I A 11 I r I I 11 APPENDIX E Total Trip Analysis Year: - 2002 Runld: ExVa7h Land Use: ExVA7e Network: ExVa05 Ends By NBTIVI TAZ Reference Number: 00460 Build Date: 10/21/2003 Build Time: 2:00:00 PM Modeler. Madfe Whiteman NOTM T1Z NO Anr ND Prod Mob AUr Kch Prod NW AUP NW Prod 00 AUP 00 Prod OW AUr OW Prod TO 1428 3,833 1,432 0 1 88 1,237 690 2,638 2,645 1,170 1,135 14,898 1523 30 247 0 19 16 85 45 45 19 4 510 1524 30 247 0 19 16 85 45 45 19 4 510 1525 259 2,098 0 159 90 1,042 380 380 145 13 4,567 1526 119 712 0 60 56 330 126 126 58 26 1,613 1618 4 24 0 2 2 11 4 4 2 1 54 1527 6 0 0 0 13 0 7 7 7 8 46 1429 468 2,555 384 236 305 1,319 499 502 269 141 6,678 1528 35 0 0 0 105 0 44 45 53 60 343 1529 198 1,842 330 128 121 566 278 281 115 44 3,902 1530 0 0 0 0 0 0 0 0 0 0 0 1532 0 0 0 0 0 0 0 0 0 0 0 1534 59 425 0 36 61 141 82 83 46 28 961 1430 3,353 108 0 10 1,255 55 2,221 2,239 1,076 1,091 11,409 1431 2,280 105 0 8 691 53 1,485 1,494 659 658 7,433 1432 1,084 1,323 0 128 609 708 842 852 474 412 6,432 1433 302 619 0 97 771 366 360 378 419 393 3,705 1434 1,854 1,727 ,i 228 2,921 1,168 2,016 2,046 1,607 1,859 15,427 1535 198 1,842 330 128 121 566 278 281 115 44 3,902 1536 692 449 0 36 195 141 478 481 201 181 2,855 1537 692 449 0 36 195 141 478 481 201 181 2,855 1538 60 552 0 40 20 155 73 73 28 4 1,006 1539 84 780 0 56 17 222 101 101 34 0 1,396 1531 724 1,085 0 106 233 571 562 564 247 183 4,276 1540 47 0 0 0 107 0 56 56 56 65 386 1541 75 654 0 52 50 202 92 93 45 17 1,280 1542 0 0 0 0 1 0 0 0 1 1 3 1543 53 0 0 0 206 0 57 64 102 102 585 1435 400 319 0 32 91 174 277 278 109 92 1,772 1544 0 0 0 0 0 0 0 0 0 0 0 1545 0 0 0 0 0 0 0 0 0 0 0 1546 53 0 0 0 206 0 57 64 102 102 585 1547 59 425 0 36 61 141 82 83 46 28 961 1548 59 425 0 36 61 141 82 83' 46 28 961 1549 59 425 0 36 61 141 82 83 46 28 961 Thursday, October 23, 2003 Page 1 of 6 �3 Analysis Year. Runld: Land Use: Network: 2002 ExVa7h ExVA7e ExVa05 ReferenceNumbar 00460 Bultd Date: 10121/2003 Build77me: 2:00:00 PM Modeler. Madle Whiteman IITM TAZ M Aar M NO lath AM IM Prod F# AM IW Prod 00 AUr 00 Prod OW Attr OW Prod TO 1550 9 77 0 6 2 28 10 10 4 0 147 1561 0 0 0 0 0 0 0 0 0 0 0 1552 0 0 0 0 0 0 0 0 0 0 0 1553 0 0 0 0 0 0 0 0 0 0 0 1379 442 0 0 0 1,171 0 434 467 601 616 3,731 1380 201 0 0 0 531 0 197 212 273 279 1,692 ' 1381 281 0 0 0 743 0 275 296 381 391 2,367 1382 407 0 0 0 1,077 0 399 429 552 566 3,431 1383 266 0 0 0 705 0 261 281 361 371 2,244 1384 482 0 0 0 300 0 333 340 209 212 1,874 1385 430 0 0 0 650 0 399 405 361 399 2,645 1386 215 0 0 0 571 0 211 227 293 300 1,817 1387 233 0 0 0 617 0 229 246 317 325 1,967 1388 1,522 0 0 0 288 0 958 959 359 360 4,446 1389 923 0 0 0 868 0 681 702 634 545 4,253 1390 185 0 0 0 491 0 182 196 252 258 1,663 1391 123 0 0 0 326 0 121 180 167 172 11039 1392 302 0 0 0 601 0 274 289 320 331 2,117 1393 760 0 0 0 144 0 479 480 179 180 2,222 1394 655 0 0 0 616 0 810 519 379 403 3,081 1436 545 2,884 0 348 400 1,784 700 705 384 163 7,914 1554 8 0 0 0 32 0 11 12 16 17 97 1555 8 0 0 0 32 0 11 12 16 17 97 1556 0 0 0 0 0 0 0 0 0 0 0 1557 0 0 0 0 0 0 0 0 0 0 0 1558 3 20 0 2 2 10 4 4 2 1 46 .� 1559 3 20 0 2 2 10 4 4 2 1 46 1437 0 0 0 0 3 0 1 1 2 2 8 1438 64 6 547 1 256 4 73 81 127 128 1,288 t 1439 1,176 1,111 0 137 1,726 614 1,069 1,115 1,010 941 8,899 1440 97 756 0 90 36 486 139 139 58 5 1,806 1441 1,006 2,455 0 243 398 1,336 860 861 397 271 7,828 1442 102 725 0 80 45 437 135 135 59 13 1,731 1443 219 1,477 0 155 96 860 275 275 122 31 3,509 1444 212 1,521 0 168 85 913 278 278 119 22 3,596 1445 229 1,515 0 155 96 597 291 291 129 28 3,331 -+ 1448 156 934 0 93 73 613 174 174 81 30 2,228 Thursday, October 23, 2003 Page 2 of 6 £y I IT II It II I I I� II I II I Analysis Year. Runld: Land Use: Network: 2002 ExVa7h EXVA7e ExVa05 Reference Number. 00460 Build Date: 1012112003 Build Time: 2:00:00 PM Modeler. Media Whiteman BRA TAZ M Attr N Prod BSch AUP Koh Prod BW Attr BW Prod 00 AtW 00 Prod OW AM 0W Prod Total 1447 130 789 0 77 58 299 152 152 70 21 1,748 1448 488 442 0 42 147 165 351 352 153 127 2,268 1449 1,031 218 0 23 267 89 682 685 284 271 3,551 1450 1,113 147 0 16 373 60 740 745 342 335 3,872 1451 1,251 340 0 35 299 136 832 834 335 315 4,377 1452 2,035 29 0 3 723 12 1,339 1,349 635 643 6,767 1453 1,535 0 0 0 560 0 1,009 1,018 485 492 5,099 1454 2,915 177 0 16 1,002 65 1,917 1,932 898 898 9,820 1455 305 992 0 98 164 340 309 313 159 84 2,763 1456 571 3,839 0 252 252 1,010 647 648 267 112 7,598 1457 667 2,150 342 215 646 829 709 713 422 301 6,894 1458 834 3,379 0 327 366 1,285 842 844 397 187 8,460 1395 621 0 0 0 369 0 448 451 261 278 2,427 1396 777 0 0 0 2,057 0 762 820 1,055 1,082 6,554 1397 217 0 0 0 574 0 213 229 294 302 1,828 1459 2,998 341 0 34 752 135 1,963 1,967 804 792 9,785 1460 467 2,449 0 218 234 877 494 495 240 110 5,583 1461 971 1,716 0 129 346 503 773 777 341 261 5,819 1462 21 128 0 9 10 36 22 22 10 4 262 1463 1,643 1,640 0 ill 358 462 1,201 1,203 454 363 7,435 1464 2,299 6,009 0 594 780 2,318 2,007 2,012 888 512 17,420 1465 251 637 0 85 83 342 231 232 104 49 2,014 1466 1,154 330 0 47 1,464 264 1,133 1,129 787 1,053 7,352 1467 404 2,829 0 268 151 1,760 574 574 245 22 6,826 1468 5 0 282 0 55 0 10 12 26 26 415 1469 540 2,586 1,844 304 892 1,704 752 766 587 427 10,402 1470 1,152 480 0 46 397 251 831 831 350 386 4,723 1398 108 0 0 0 287 0 106 114 147 151 915 1399 139 0 0 0 367 0 136 146 188 193 1,169 1400 82 0 0 0 216 0 80 86 111 114 688 1471 317 2,058 0 153 146 848 347 347 149 68 4,432 1472 1,713 0 0 0 499 0 1,105 1,111 464 488 5,400 1473 35 313 0 20 11 134 53 53 19 2 640 1474 1,008 3,007 0 289 291 1,762 943 944 388 183 8,815 1475 214 0 30 0 908 0 283 303 447 474 2,659 1476 86 820 0 69 28 374 129 129 45 4 1,683, 1477 235 1,554 0' 113 106 625 258 259 109 49 3,308 II Thursday, October 23, 2003 Page 3 of 6 G 5 Analysts Year. Runld: Land Use: Network., 2002 ExVo7h ExWe EXV805 Reference Number. 00460 Build Date: 10121/2003 Build Time: 2:00:00 PM Modeler Madle WhileMan Nd1M TAZ NO AM M Prod 00 Attr Rd Prod NW Atir NW Prod W AV NN Prod OW AM NW Prod Toth 1476 20 190 0 15 6 86 30 30 10 1 390 1479 92 668 0 51 39 280 109 109 44 16 1,406 1480 92 899 0 64 29 368 140 140 46 4 1,783 1401 113 0 0 0 299 0 111 119 154 157 954 1402 60 0 0 0 159 0 59 63 82 84 507 1481 171 1,236 0 92 61 601 210 210 76 25 2,581 1482 333 1,152 0 77 '205 444 332 332 164 128 3,167 1483 15 102 0 7 7 39 17 17 7 3 213 1484 2,029 0 0 0 3,981 0 1,834 1,934 2,121 2,199 14,097 1485 9J86 0 0 0 2,507 0 6,290 6,309 2,606 2,643 30,141 1488 2,946 879 0 76 3,465 424 2,365 2,451 2,044 2,049 16,700 1487 1,143 248 0 22 1,451 119 1,048 1,056 820 949 6,858 1488 47 438 0 39 16 211 71 71 26 2 920 1489 151 818 0 73 41 394 172 172 62 19 1,903 1490 152 0 0 0 403 0 149 161 207 212 1,283 1403 1,434 0 0 0 2,326 0 1,262 1,309 1',276 1,347 8,953 1491 1,727 0 0 0 3,014 0 1,570 1,628 1,634 1,735 11,308 1492 1,102 0 0 0 1,751 0 924 969 964 992 6,701 1493 538 0 0 0 1,424 0 527 568 731 749 4,536 1494 1,470 0 0 0 559 0 992 995 476 496 4,986 1495 1,006 1,637 0 122 1,014 491 877 897 646 592 7,282 1496 147 1,121 10 92 58 360 19B 198 79 16 2,279 1497 176 1,143 0 107 74 418 216 216 95 24 2,467 1498 922 998 0 87 247 346 668 669 277 223 4,436 1499 85 461 0 39 41 155 88 88 42 19 1,019 1500 122 774 0 59 57 328 132 132 58 26 1,688 1501 1,618 2,373 0 201 464 775 1,255 1,259 517 389 8,851 1502 1,325 428 0 42 333 162 887 890 384 339 4,76E 1404 571 0 0 0 1,513 0 560 603 776 796 4,818 1405 2,786 0 0 0 2,774 0 2,076 2,146 1,682 1,715 13,179 1406 153 0 0 0 915 0 233 257 441 459 2,459 1407 614 13 0 1 521 9 446 459 330 335 2,728 1503 648 140 0 12 138 46 424 425 164 157 2,154 1504 1,244 1,345 0 156 318 850 924 926 377 289 6,430 1505 1,144 2,180 0 249 412 1,358 952 956 432 293 7,974 1506 137 831 0 87 62 479 157 157 73 24 2,005 1507 97 626 0 47 45 260 106 106 46 21 11353 Thursday, October 23, 2003 Pape 4 of 6 Analysis Year. Runld: Land Use: Network: 2002 ExVa7h ExVA7e ExVa05 Reference Number. 00460 Build Date: 10/21/2003 Build Time: 2:00:00 PM Modeler. Media Whiteman NNTM TAZ NO Attr NO Prod Ed Attr NBOh Prot NW Atir NW Prod 00 Attr 00 Prod OW Attr OW Prod TOW 1508 232 1,346 671 116 266 640 281 285 186 126 4,149 1510 134 814 0 67 63 369 143 143 64 29 1,825 1511 759 81 0 7 148 37 485 485 182 180 2,364 1512 92 807 0 79 31 426 135 135 51 5 1,761 1513 364 1,804 0 135 316 676 417 417 235 171 4,536 1514 28 173 0 14 13 76 30 30 13 6 382 1515 173 1,160 0 8B 117 576 245 245 115 48 2,768 1516 107 512 0 41 202 150 151 155 124 99 1,541 1517 1,053 471 1,035 36 602 238 780 790 447 431 5,883 1518 351 2,674 0 167 147 925 414 415 155 66 5,313 1519 315 1,857 0 155 156 861 334 335 155 74 4,243 1520 137 814 0 69 65 382 145 145 67 30 1,853 1521 396 2,307 438 193 274 1,069 427 431 230 129 5,894 1522 1,108 1,193 0 78 278 427 798 800 311 269 5,263 1408 93 518 0 48 45 265 96 96 46 21 1,230 1409 1,732 0 0 0 2,826 0 1,482 1,550 1,549 1,606 10,746 1410 31 247 0 28 11 152 44 45 18 2 579 1411 34 0 0 0 16 0 24 24 12 13 124 1412 38 209 0 19 18 107 39 39 19 8 495 1413 282 93 0 11 544 57 262 275 293 297 2,114 1414 89 347 6 35 153 153 104 107 92 78 1,164 1415 101 551 0 51 57 282 105 106 53 27 1,333 1416 126 668 0 66 62 365 128 128 64 29 1,636 1417 36 202 0 19 18 103 37 38 18 8 478 1418 38 209 0 20 18 109 39 39 19 9 500 1419 112 623 0 58 54 319 116 116 56 25 1,478 1420 300 1,648 0 155 146 857 309 309 149 68 3,940 1421 2,216 1,477 560 137 1,056 840 1,638 1,655 862 782 11,223 1422 316 1,737 0 163 154 903 325 326 157 71 4,152 1423 236 943 0 88 233 490 255 255 163 130 2,793 1424 504 3,694 0 327 185 2,146 723 723 298 27 8,627 1373 378 0 0 0 289 0 270 276 188 192 1,593 1374 376 0 0 0 287 0 268 274 187 190 1,582 1375 722 0 0 0 450 0 500 510 314 319 2,815 1376 600 0 0 0 458 0 428 439 299 304 2,528 1377 830 0 0 0 633 0 592 606 413 421 3,494 1378 950 0 0 0 725 0 677 694 473 482 4,001 IThursday, October 23, 2003 Page 5 of 6 G Analysts Year. 2002 Runld: ExVa7h Lend Use: ExVA7e Network: ExVa05 Reference Number. 00460 Build Date: 10121/2003 Build 7/me: 2:00:00 PM Modeler. Marne Whiteman MTM TAZ M Attr M Prod Midi Attr NSoh Prod NW Attr NMI Prod M Attr M Prod OW Attr MN Prod Totd 1425 159 0 0 0 384 0 153 163 199 205 1,264 1426 81 418 0 39 58 217 85 Be 48 28 1,062 1427 668 1,762 1,922 185 882 969 667 685 648 467 8,746 Thursday, October 23, 2003 c Q Pape 6 of 6 G V I, ,'I 11 I It 11 Total Trip Ends By OCTAM TAZ Analysts Year. 2002 Runld: ExVa7h Land Use: ExVA7e Network.* ExVa05 Reference Number. 0046D Build Data: 1012112003 Build Time: 2:00:00 PM Modeler. Media Whiteman OCTAM TAZ N0 Attr N0 Prod HUh Attr NBCh Prod KW Attr NW Prod 00 Attr 00 Prod OW Attr OW Prod Toth 2434 60 494 0 39 32 170 90 90 39 8 1,020 2433 423 2,834 0 220 266 1,383 562 563 264 107 6,623 2375 0 0 0 0 0 0 0 0 0 0 0 2377 0 0 0 0 0 0 0 0 0 0 0 24o9 6,113 1,538 0 126 1,927 744 4,123 4,139 1,829 1,793 22,331 2407 4,905 3,986 384 374 2,169 2,082 3,562 3,593 1,819 1,644 24,518 2403 2,157 2,345 0 325 3,692 1,534 2,376 2,425 2,026 2,252 19,132 2438 395 3,684 660 256 242 1,131 557 562 229 87 7,805 2439 1,385 898 0 72 389 283 957 962 403 363 5,710 2442 60 552 0 40 20 155 73 73 28 4 1,006 2443 84 780 0 56 17 222 101 101 34 0 1,396 2441 47 0 0 0 107 0 56 56 56 65 386 2445 197 1,428 0 ill 106 530 224 225 103 44 2,968 2446 0 0 0 0 1 0 0 0 1 1 3 2786 0 0 0 0 0 0 0 0 0 0 0 2782 0 0 0 0 0 0 0 0 0 0 0 2447 107 0 0 0 412 0 115 129 204 204 1,169 2440 234 1,699 0 144 245 566 329 332 186 110 3,846 2378 9 77 0 6 2 28 10 10 4 0 147 2783 0 0 0 0 0 0 0 0 0 0 0 2781 0 0 0 0 0 0 0 0 0 0 0 2784 0 0 0 0 0 0 0 0 0 0 0 2336 7,427 0 0 0 9,698 0 5,942 6,178 5,537 5,707 40,489 2785 17 0 0 0 64 0 22 24 32 35 194 2400 0 0 0 0 0 0 0 0 0 0 0 2399 6 39 0 4 7 19 8 8 5 3 10D 2402 1,785 4,002 547 485 2,382 2,402 1,842 1,901 1,521 1,232 18,100 2381 1,613 4,834 269 583 1,325 3,208 1,512 1,544 981 705 16,574 2401 1,006 2,455 0 243 398 1,336 860 861 397 271 7,828 2404 1,089 4,976 0 528 389 2,896 1,139 1,140 491 189 12,836 2405 11,033 4,649 0 465 3,688 1,763 7,624 7,672 3,489 3,214 43,596 2406 571 3,839 0 252 252 1,010 647 648 267 112 7,598 2410 4,966 8,318 342 794 1,898 3,126 4,007 4,019 1,863 1,390 30,722 2340 1,615 0 0 0 3,000 0 1,422 1,500 1,611 1,662 10,809 I Thursday, October 23, 2003 Page 1 of 2 E9 ' Analysis Year. Runld: Land Use: Network: 2002 ExVa7h ExVA7e ExV805 Reference Number 00460 Build Date: 10/2112003 Build Time: 2:00:00 PM Modeler. Madfe Whiteman DUAM TAZ OO AW N Prod Mich Attr Ud Prod OW AM 1W Prod 00 AUr 00 Prat ' OW AW OW Prod Tool 2411 2,635 3,484 0 249 714 1,001 1,997 2,003 804 628 13,516 2412 2,299 6,009 0 594 780 2,318 2,007 2,012 888 512 17,420 2423 1,405 967 0 132 1,546 597 1,364 1,361 892 1,102 9,366 2422 944 5,415 1,844 572 1,043 3,464 1,326 1,340 832 449 17,228 2421 1,157 480 282 46 452 251 840 842 376 412 5,137 2339 502 0 0 0 1,329 0 492 530 682 699 4,232 2431 317 2,058 0 153 146 848 347 347 149 68 4,432 2429 1,748 313 0 20 511 134 1,158 1,164 502 490 6,040 2426 1,222 3,007 30 289 1,199 1,762 1,226 t247 835 657 11,474 2430 433 3,230 0 248 179 1,365 627 628 207 70 6,787 2432 611 3,389 0 240 301 1,352 698 699 293 160 7,744 2425 11,815 0 0 0 6,488 0 8,124 8,243 4,727 4,842 44,238 2424 4,440 2,384 0 212 6,375 1,149 3,804 3,910 3,158 3,230 27,662 2341 1,434 0 0 0 2,326 0 1,262 1,309 1,276 1,347 8,953 2427 1,727 0 0 0 3,014 0 1,570 1,628 1,634 1,735 11,308 2426 3,110 0 0 0 3,733 0 2,443 2,532 2,169 2,237 16,224 2415 2,506 3,030 0 274 695 1,080 1,858 1,863 778 605 12,690 2338 3,510 0 0 0 5,202 0 2,869 3,006 2,899 2,970 20,456 2327 1,011 49 0 5 11008 31 782 801 613 637 4,938 2413 3,420 5,270 10 428 1,674 1,672 2,764 2,779 1,407 1,154 20,566 2414 3,249 5,441 0 598 1,025 3,267 2,594 2,602 1,129 789 20,686 2444 97 626 0 47 45 260 106 106 46 21 1,353 2416 1,217 3,049 671 268 509 1,471 1,043 1,049 484 340 10,098 2417 392 1,977 0 149 329 751 447 447 249 177 4,919 2435 884 5,324 438 436 548 2,50E 1,007 11011 501 251 12,905 2437 1,297 1,797 1,035 146 869 769 1,077 1,090 638 560 9,278 2436 1,459 3,867 0 245 425 1,352 1,= 1,215 466 335 10,676 2420 1,856 766 0 76 2,883 418 1,623 1,691 1,614 1,629 12,554 2419 658 2,024 6 192 843 1,021 663 680 531 444 7,063 2393 465 2,300 758 251 423 1,294 506 514 326 197 7,033 2418 3,850 10,126 560 929 2,233 6,562 3,527 3,556 1,897 1,320 33,560 2337 3,857 0 0 0 2,841 0 2,734 2,800 1,873 1,907 16,013 2408 658 1,762 1,922 185 882 969 667 685 648 467 8,746 Thursday, October 23, 2003 Page 2 of �1C� Total Trip Ends For City Of Newport Beach Analysis Year: 2002 Reference Number: 00460 Runid: ExVa7h Build Date: 10121/2003 Land Use: ExVA7e Build Time: 2:00:00 PM Network: ExVa05 Modeler. Madte Whiteman NO Prod 125,826 Prod HW i 424 82, DD AM DO Prod DWAUr 57,568 90,749 92,237 ,L Thursday, October 23, 2003 Page 1 of 1 1, I APPENDIX F HOME -WORK TRIP MODE CHOICE DATA FOR THE CITY OF NEWPORT BEACH 11 RESIDENCE Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach 'Buena Newport Beach (Burbank Newport Beach Newport Beach New port.Beaph -- - - — - ---- WORKPLACE Alhambra city CA Aliso Vieio CDP CA Anaheim city CA Azusa city CA Baldwin Park city CA Bellflower cit�CA Beverly Hills city_CA 13regcityCA_ Brentwood city CA Park city CA _ _ city CA Carlsbad city CA ._ .— Carson c� CA Cerritos ciy CA ----- TOTAL 7 DA 0 --- CP 2 _0 0 — CP 3 0 0 - CP 4 0- - 0 TABLE - - CP 5 0 _ 0 1 --- C_ P 6_ 0 0 _ - 0 _ _0 -0 0 0 0 0 0 0 _ 0 _ 0 0 CP 10+ 0 _ __ 0 _0_ - 0 0 _- 0 0 __- 0__ 0 •-0 _ 0_ _._ - 0 _ _0 0 - - US 0 0 _ 0 0 -0 _0_ _0 0_ 0 0 0 0 _0 0 SUB- _WAY 0 0 _ 0 _ 0 _ 0 _ 0 0 -_0 0 0 _ 0 --0 _ 0 0 RR 7 0 0 _ _ 0 0 0 0 0 0 0 0 ...0 0 0 .. _ _ ERRY 0 _ 0 - 0 0_ 0 __0 0 0 0 0 _ 0 __- 0 _ - 0 _ 0 _ TAXI 0 0 0 __0 0 _0 _ _0 0 0 4 _0 -0 _0 0_ MOTOR- CYCLE 0 - 0 _ _ 0 -0 __ -0 __0 0 _0 0 0_ _ .- 0 -__- 0 - 0 0_ I BIKE'WALK�OTHER 0 I 0 I _ 0 i 0 0 _ 0 0 __0 0 _ 0 - 0 _- •0 -0 0 0 0 0 0 0 0 0 0 0 0 0 _ .0 0 _ 0 I 0 (LAC 0 0 0 - 0 0_ 0 __0 -0 0 _0 ---.0 •_ _ 0 0 COUNTY S. OC N. OG_ _ LAC__ LAC _ LAC _ LAC N. OC . LAC N. OC LAC SDC LAC LAC 19 _19_ 994 940 45 9 0 _ 7_ 0 - 0 _ 0 _ 0 0 0 0 f 0 0 0 0 0 0 0_ __ 0 _ 0 -0 0 0 - 0_ _0 0 7 0 0 _ 0 0 0 _ 0 8 -15 37 -_ 15 37 __217 4 -68 32 --_ 28_ 72. 131 -0 0 0 0 _0 20 0. _ 0 13 0 __0 _0 __-0 _ 0 0 _ 0.. 7 0 _ 217 4 72 52 28 -79 144 Newport Beach Newport Beach. Newport Beach Newport Beach Newport Beach Newport -Beach Newport.Beach Newport Beach Newport -Beach Newport Beach - Newport Beach Chino cCA Claremont city CA 36 32 36 17 0 -9-- 0 0. 0 0 0 0 0- __ 0 0 0 ___0 0 0 .____0 _- 0 0 6 0 0 0 - 0 0 _0_ 0 _ 0--.- 0 0 0 0 0 0 0 -0 0 -0 -_ 0 __- 0 0 0 _ 0 - 0 - 20 0 0 -_ 0 -0-- 0 _- 0 _0 - 0 0 - 0 87 0 _0 0 0 _ 0 --0 -4 -0 _ _ 0 _ 0 66 _ • 0 _ _0 _ 0 0 _0 _ 0 _ 0 - 0 _ _-0 _ 0 _ 8 ___ 0 0 - 0 0 SBeC LAC - F2C LAC LAC RC AC _ LAC_ LAC _ N, OC S. OC Coachella city CA - Commerce cit CA Compton ci�CA _ 11 67 11 67 0 0 _ 0 0 21 21 _ 0 0 0 0 _ 0 0 0 0 0 0 _ 0 _ 0 0 0 0 0 - Corona city CA-- Costa Mesa city CA Covina city CA _ Culver Cityc_CA Cypress city CA Dana Point cityCA 66 4348 - 32 24 147 _ 66 3757 25 _24 147 _0 344 _ 7 0 - 0_ 0 0 0 0 - 0 0 - 0 4 - 0 0 0 - 0 0 4 -0 0 0 -- 0 _0 0 -0 0 -0-- 0 _0 _ 0 , 0 _0 _0 0 _ 0 58 _ 0 0 0 _0 0 0 0 0 0 0 0 0 .. 0 0 0_ 0 0 -_ 0 -0-0 _ 0 - 0 0 - - 76 76 0 Newport Beach Newport Beach_ Newport Beach Newer Beach Newport Beach Newport Beach Newport Beach New Beach Newport Beach Newport Beach Newport Beach Newport Beach New art Beach Danville cityCA Desert Hot Springs ci C Diamond Bar ci CA Downey cityCA EI Monte city_CA EI Sequundo city CA El Toro CDP CA El Toro Station CDP CA Escondido city CA ____ Fontana city CA _ _ Fountain Valley city CA _ Fullerton city CA - -- (Garden Grove cil CA _5 7 17 77 10 67 178 5 0 _ 17 _77 - 16 48 _ 178 _ 0 14 _ _ 45 495 385 - 241 0 7_ 0 0_ _ 6 _6 0 - 9 0 _0 20 35 -- 40 0 0_ 0 0 0 _ 0 _0 _ 0 0 -0 0 0 0 0 0 0 0 0 ,0 0 - 0_ 0 _ 0 0 - 0 0 0 0 0 0 - 0 7 - 0 _ 0_ 0 0 _ 0 0 -- - 0 0 0 0 0 0 6 0 0 _ 0 _ 0 0 0 - 0 0 0 0 0 _ 0 0 _ 0_ —0 0 - _ _ 0 _t0090 0 0 0 0 0 0 0 0 _ 0 0 0_ 0 0 0 0 _ 0 0 _0_ 0 0 0 0 0 0 0 _0 _ 0 -0 _ 0_ 0 0 0 _- 0 0 _ 0 __ 0 0 _0 _0 - 0 0 - 0 0 0_ 0 _ 0 0 _0 _0_ _ 0 0 _0 __0 0 0 -_ 0_ 0 -_ 0 _ _ 0 --0_ _ 0 0 _ _ _0 _ 0 __ 0 - 12 --- 0. 8 0_ _0 - 0 0 0 _-_ 0 0 0 0 0 _ 0 -13 0 _0 0 0 0 _ _ 0 0 0 0 0 0 0 0 0 _ 0 0 __- 0 _ _-0 0 __ _ 0 0 0 0 _ 0 _ _ 0 0 0 CCC RC LAC LAC LAC LAC S. OC S. OC SDC SBeC N. OC N. OC N. OC 9 14 _45 _ _538 433 -3 - 289 0 0 - 0 I - 0 0 TABLE 1 - RESIDENCE Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach New Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach New Beach Newport Beach - -- . ... - -- WORKPLACE Gardena -city CA _ Glendale city CA Glendora city_ CA - _ Hawthome city, CA -. - Hemet city CA - _ _ _ Huntington Beach cl!y,CA iHuntington Park cityCA Inglewood cityCA , Irvine city CA _ _ La Canada Flintridge city_ La Habra city CA La Mirada cily_CA La Palma city CA Laguna Beach city CA _ Laguna Hills CDP CA Laguna Niguel ciy CA� LakewoodciyCA _ Loma Linda city CA _ Long Beach_ CA _ Los Alamitos city CAA.__ . Los Angeles ciy CA___ _ Mammoth Lakes town CA Manhattan Beach cityCA Maywood city CA - Mission Viejo city CA _ Monrovia c� CA _ _ Montclair city CA Montebello cityCA _ _ Monterey Parkciy-CA Morro Say_ciy CA _ Newport Beach city CA Norwalk_ cityCA y- Ontario city CA - _ Orange city CA Palm Desed city CA _ Paramount city CA _ Pasadena-ciyCA_ _ Pico Rivera cityCA -- -- TOTAL 18 20 _15_ 8 11 1238 - - _ _DA _ 18 20 15 8 _ 1'1 1109 _ 1_2 19 _ 5062 16 49 16 CP 2 0 0 0 0 0 87 0 0 257 0 144 0 C_ P 3_ 0 _ _D 0 i 0_ 0 _ 0 _ 0 0 28 0 0 0 - C_ P 4 0 0 0 0 0 0 0 _ 0 6 -'0 0 0 0 _ 0 CP 5 0 _ 0 0 0 _ 0 0 0 0 10 0 0 0 - CP 6 0 _ 0 0 0 - 0 0 0 0 0 0 _ 0 0 _ 0 _ 0 0 0 _0 _ 0 _0 0 0 C_P 10+ 0 0 _ 0 0 0 _ 0 0 _ 0 _ 0 � 0 0 _ 0 _ 0 0 _ 0 0 ___ 0 0 _0 0 ^_ 0 _SU _US 0 -0 0 0_ .0- _0 _0 0 57 0 0 _ 0 0 16 _0 _ 0 0_ _0 0 0 0 . WAY Y 0 _ 0 0 0 __0 0 0_ _0 _0 0 0 ! 0 -0 _ 0 0 __ _0 _0 -_ 0_ 0 0 0 _ RR 0 0 0 0_ 0 0 _0 _0 0 0 _0 _0 0 _0 0 0 0 0 _ _ 0 0 14 .. ERRY 0 0 0 0 0 0 0 _0 0 __ _0 0 0 _ v_0 _ 0 �0 __0 __0 -_ 0 -0 _0 0 TAXI 0 0 01 0, _ 0 0 0 __0 0 0 _ 0 _0 MOTOR - _CYCLE 0 0 0 0 -0 _ _ _ 7 _ 0 0 _ __ 24 _0 _ 0 0 0 - 0 0 __ -_ 0 0 _ 0 _ _ 0 0 ,10 I BIKErLKIOTHER 0 0 0 0 0 _ 0 _0 _ _ 0 11 0 0 _- 0 0 _ 0 0 _ 0 0 _ 0 0 _ 0 0 Y _0 _ 0 0 _ 0 0 0 _ 0 0 0 281 0 _ 0 `0 _ 0 0 0 0 01 0 (LAC 0 : 0 ]LAC 0 0 0 0 i 0 ; _ 0 35 I4 0 0 0 .0 0 9 9 0 0 _ 0 0 0 0 0I 0 0 0 0 i 0 i 0 0 0 0 i 0 0 0 0 0 0 _ _ 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 0 0 0 0 727 59 0 0 0 _0 -__ 0 _ _. 0 0 0 0 0 0 0 0 0 COUNTY LAC LAC RC AC LAC LAC AC LAC N. OC LAC N.00 iAC S. OC IS. OC LAC ;SBeC ILAC iIN. OC LAC lMC LAC iLAC OC LAC is. SBeC ]LAC LAC SLOC ITSELF LAC SBeC WOC RC LAC LAC LAC 12 19 5473 - 16 63 16 18 - 361 384 103 _ 26_ —7 _484 _ 29 _ 937 7 13 8 201 _ 10 _ 6 _ 66 _8 7_ 11686 94 _ 23 _1223 - 9 _ 8 76 29 _ 18 -323 356 - 88 _ _ 26 _ 7 _463 29 842 _7 13 8 0 22 _0 0 0 _0 _ 0 0 0 _ _ D 0_ 0_ --.0-. 0 0 0_ -_ 0 __ 0 _0 0_ 0 _28 0 _ 0 0 __0 _ -0 0 8 0 _ 0 0 - 0 0 _0 0 _1b 0 0 21_ 0 63 0 0_ _0 _ 0 0 6 0 0 0 0 0 0 0 0 0 0 - 0 0 _0 0 _ 0 0 _ 0 0 0 _ _ 0 _ 0 __ 0 _0 _0 _ 0 _0 0 _ 0 _0 0 0 0 0 0 0 0 0 - 0 _ 0_ 0_ �0 0- _0 0 0^ 0 0 0 9 0 0 ,0 0 - 0 0 0 _ 0 0 0 0_ _0 _ 0 0 . _ 0 _ 0 _ 0 _ _ 21 0 _ 0 - 0 __ _ 0 __ 0_ 201 10_ 6 _ - 49 8 0 9822 04 23 1129, 9 _ 8 _ 76 29 -0 0 0 0 _ 17 0 7 615 _ 0 0 87_ 0 0 0 0 0 0 0 _ _0 0 0_ _0 -.0- 0 17 ___ 0 0 __0-__0 _ 0 0 0 0 0 _0 _0 0 _ 0 0 _ 0 _ 0 0 _0_ 0 _0 0 0_ 0 F_0 0_ _ 0 0 _0 _ _0 _TO 0 _ 0_ _0 _ 0 `0 - _0_ _- 0 _ 0 0 0- 0 _ _ 0 0 0_ V25 0 0 _ 0 _- 0 0 0 �_0 0_ 0 0 0 _0 0 0_ _ 47 0 0 - 0 0 0 0 63 0 0 0_ 0 , 0 _ 0 0 -0-0--0 _ 0 _ 0 _0 0 0 _7 _ 0 0 0 _ 0 0 _ -_ 0_ 0 0 0 0 0 _0 0 0 0 __ 0 0 __0 0 Am *a ism '"W =5 aw "K * am aft. � AM OW Am to aw 'IM 'm aw an so! �I 1� ! r �' ram, Sri 11 U - -- - RESIDENCE ]WORKPLACE Newport Beach Placentiacity Newport Beach (Pomona Newport Beach (Rancho Newport Beach Newport Beach ]Rancho Newport Beach IRanCflo New ort Beach IRedondo•Beach Newport Beach Newport Beach Ne_wporl Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach iRemainder New Beach Newport Beach Newport Beach 1Remainder Newport Beach IRiv_erside Newport Beach New ort Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach - - Newport Beach Newport Beach New Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach '-` _____ CA city CA Cucamonga city_ Rancho -Mirage city CA _ Palos Verdes city_ Santa Margarita cit CA Remainder of Contra Cos Remainder of Del Norte C_ Remainder of Kern Coun Remainder of Los Angele Remainder of Orange Co_ - --- Remainder of Placer Cou Remainder of Riverside C of San Bernar Remainder of San Luis 0 Remainder of Santa•Barb of Santa CI_ara' city CA . Rolling Hills Estates ci�C Roseville cityCA Rossmoor CDP CA_ _ Sacramento citYCA� San Bernardino city CA- San Clemente city CA San Diego city CA - San Francisco city CA _ -------- San Jose city CA _ San Juan Capistrano cif San Marino c� CA Santa Ana city CA _-_ Santa Barbara city CA TOTAL 38 _ 74 __29 11 _ 7 _ 27 63 DA 38 74 29 - _ _i 1 7 27 56 CP 2 0 0 0 __ 0 _0 _ 0 0 _CP 3 0 0 0 _ 0 0 0 7 0 _ CP 4 _00 0 0 _ 0 0 0 _0 _ 0 TABLE t5CP _ 0 0 0 _ _ 0 _ 0 0 1 6 0 0 0 0 _ 0 _ 0 _0 _CP_10+ 0 0 _ . _ 0 0 0 __ 0 _ 00 _ 0 US _ 0_ 0 _-- 0 _0 0 0_ -0 SUB- WAY _ 0 0 . _ 0 0 0 _ 0_ _0 --0--0.. 0 _ RR 0 0 0 0 0 _0 __0 0 E_RRY 0 _ -___( 0 0 0 _ _ 0 _ 0 _0 _0 T_A_XI_ _ 0 0 0 _ - 0 _ 0 _0 0 0 _ MOTOR CYCLE( _ 0 I 0 0 0 i 0 __ 0 _.. _ 0 _ 0 0 OIKEIWALK 0I0 0 01 0 0 0 0 0 1 01 _ 0 0 01 0 0 l 0 0 0 0 0 0 0 0 7 _ 0 I 0 0 0 _ 0 0 0 0 0 0 0 I 0 0 ' 0 _ 0 0 0 0 0 0 0 _ 0 0 0 - 0 0_ _. 0 _ _0 .. 0 7 _ _0 .0 0 - 0 0 __ 0 - 11 _ _ 0 0 _ 0 0 _ _ 0 0 0 0 0 0 0 0 0 0 O_THERI 0 0 0 I 0 0 0 _ 0 0 0 0 0 0 0 0 0 I 0 0 j 11 t 0 0 0 0 15 0 - 0 0 0 __ 0 0 .._ 0 0 0 _7 0 0 0 0 0 COUNTY N. OC LAC SBeC RC LAC S. OC LAC CCC DNC _ KC LAC PIaC RC SBeC SLOC SBaC SCC (RC LAC PIaC N. OC Sc SBeC S. OC_ SDC___ SFC SCC S: OC LAC N. OC SBaC SCC LAC lAC SDC N. OC LAC 7 7 0 18 _ 0 18 0 -0 0 -__ 0 0 10 232 480 -- 10. 44 10 _9 4_ 11 117 _ 31 10_ 10 0 0 _0 0 0 0 _ 0 0 0 0 _0 _ 0_ 0 _ 0 _ , -_8 _ , _ 0_ ---0. 0 _ _ -_ _0 0 0 0 0 0 _,_ 0 _0 _ 0 0 227 - 401 _ 01 -_ ._ 10 _ _ 38 10 _ - - 4 0 107 23 10 - 5 56 - - 0 _6 0 __ 0_ __ 0 0 10 0 0 0 __0 0 _ _ 0 _0 0- _ 0 0 0 0 _ 0 _ _0 - 0 0 _ 0 0_ 0 0 _ 0_ _ _ _0 _ 0_ 0_ __ 0 0 —0 0_ 0 _ 0 0 _0 _ _ 0_ -__ 0 0 _ 0_ -_0 0 0 _ 0_ 0 0 __ 0 - 0 -0 _ 0_ _ 0 __ 0 0 ___8 0 _ 0 8 0 0 _ 0 _ 0 _0 0_ 0 0 0 0 0 _ 0 0 ---0... 0 _ _0_ _ _ 0 0 _0 0 0 _ - 0 -I 0 0 _0 _0 0_ 0 _ 0 0 -0 _ 0 0 0 _0 _ 0 0 0 0_ _ 0 0 _ __ _ 0 _ _0 _0 _ 0 __0 ___ 0 0_ _ -0 0 0 - 9 15 _ 29 35 9 _ 0 29 28 34 _ 0 _ 0_ 0 0 _0_ 0 0 7 _0 0 0 0 0 - 0_ 0 0 0 0 0_ _ 0 0 -__ 0 0 _ 0 ___ 0 _0 0 _0 _ 0 _ 0 0 __ 0 0 0 0 _0 0 _ 0 -0 0 _0 0_ 0 0 0 44 16 0_ 0 0 _ 0 196 _ _0 0 23 0 0 0 0 0 0 _ 0 _0 _ 8 _ 0 0 _ 0 0 0_ 0 _ 0 0 0 0 _0 _ 0 0 _ 0 0_ 0 0 -- 0 0 0 _0 0 0_ _ _ 21 _ _ _6 111 _ 9 2822 _ 9 7 _147_ 30 10 - - _9 6 _ 111 9 _2548 . 9 _ _ 0_ -124 30_-0 _ 70 95 42 - _0 _ _ 0 0 0 0 __0 0 0 _ 0 _ _ 0 0 -0 0 0 0 0 0 _ 0 0 _ _ 0 _ _0 _ 0 0-0 0 _ _ 0 0 0_ -0 0 0 0 _ 0 0 59 0 0 0 _ 0 _0 0 _5 0 __ 0 0 _ 0 _ 0 0 0 0 0 0 0 0 _ 0_ 0 0 _ 0 -0, 0 0 _0Mo - 0 0 0 - _ _0 _ _0 _0 __ 0 ___ 0 0 _ _ 0 0 0 0 _0 0 0_ 0 _0_ 0 _0 _0 0 0 0 -�- . -_. 0 0 _0 - 0_ 0 0_ _ - 0_ 0 0 ___ 0 0 _ Santa Clara ci Cam_ A _ Santa Fe Springs city CA Santa Monica city CA - Santee CA _0 _ 0 0 _0 0 _0 _ 0 _ 0 0 Seal Beach c� CA95 Si nal Hill cit CA 42 0 0 0 0 6 --• - ---- • - -- -- --- � - I - - TABLE � i - -i SUB-� i (MOTOR-� ! RESIDENCE !WORKPLACE' Newport Beach Newport Beach !Stanton Newport Beach !Temecula Newport Beach ITemple Newport Beach Newport Beach New Beach Newport Beach Newport Beach Newport Beach Newport Beach NewportBeach Newport Beach Newport Beach Newport Beach 1Wes:minslercilyCA Newport Beach iWhittiercityCA Newport Beach Newport Beach _ - - South Gale city CA city _CA- --_ city CA_ City cil CA Thousand Oaks cit -CA Torrance ci_yt CA Tustin city CA - _-- _r-3 Tustin Foothills CDP CA4 Upland cityCA Victorville city CA Walnut city CA_ West Carson CDP CA West Covina city CA West Hollywoodcity-CA__0 -_ _--•_____ IWillowbrook CDP CA Yerba Linda_ c� CA_ Adjacent Contra Costa Coun Del Norte Coun �--- Kem Coun Los Angeles County - Mono County__ _ North Orange County_ ISouth Orange County Placer County -- Riverside County_ Sacramento Cou_nty__ San Bernardino Counter TOTAL 21 - 21 6_ 6 10 100_ 6 DA 21 __ 12 _6 _ 6 _ 0 _- 93 639 24 36 0 28 9 17 -_ -0 _ 259 _46 _ 5_ 15 10257 112 - -- 0 10 _ 3172 7 6894.5 1947.5 20 _ 259 _ _ 0 221 CP 2 0 _ 9 0 _ D _10 _ 7 44 CP 3 0 _ 6 0 0 _0. _ 0 0 _ 0 _0 0 0 0 -0 0 6 _0 0 28 0 0 CP 4 _ 0 0 _ 0 0 _0 0 _ 0 0 0 0 0 0 0 _0 0 _ 0 _ 0 0 10 0 0 CP 5 _ 0 _ 0 _ 0 _ 0 _0 0 �0 0 0 0 0 0 0 _0 0 -0_ _ 0 0 14 0 0 CP 6 0 _ _ 0 0 _ 0 ___0 _0 _ 0 0 _0_ 0 0 0 0 _ 0 0 0 CP 10+ 6 0 0 0 _ 0 _ 0 _ ._-0 0 _ 0 _0 D 0 0 0 0 _0 _ 0 0 - _0 0 -- 0 _ 0 _ _8 _ _ __ . —0 0 _ 0 __ _ 0 _ 0 0 US _ _0 6 _ __ 0 0 0 __0 8 _0 00 0 0 0 0 0 0 _0 0 0 131 0 WAY _ 0 6 0 0 0 _ 0 -_0 0 0 0 0 0 0 0 -0 0 0 0 0 RR 0_ _0 0 _0 0 _0 _0 0 0 0 0 0 0 0 0 0 _0 0 0 0 _ 0 _21 _ 0 ,0 0 0 _ 0 -9 E_ RRYITAXI[ 0 0 0 _ _0 _ 0 0 _ _ 0 0 0 0 0 0 0 _ 0 Y 0 0 _ 0 0 0 0 _ 0 0 0 0 0 _ 0-0 0 6 •0 _ 0 0_ 0 0 _ 0 0 0 0 _-0 00 0 0_ 0 -0 - 0 ,0 0 0 CYCLE 0 0 0 0 - 0 _ 0 0 0 0 0 0 0 0 0 0 _ _0 - 0 51 0 - 0 BIK&WALK'OTHER, 0 0 0 I 0 0 0 _ 5 0 0 0 0 0I. 0 0 - 0 0_ _ 0 98 0 --0 0 0 0 13 5 _ 0 _ 0 _ _ 0 0_ - - 0 0 0 0 0 0 0 0 0 6 0 0 0 0 01 _ 0 0 0 110 0 0 _0 _ 0 0 14.5 3.5 0 _ _ 0 0 0 - 0 +LAC 0 IN. 0 0 0 0 0 0 0 6 0 0 0 0 6 _ O 0 0 _ 17 0 0 0 0 0 _ 0 O _ 0 _ _ 0 _ _15 i 0 COUNTY OC !RC LAC VC LAC S. OC S. OC SBeC SBeC LAC LAG LAC SLAG IN.00 ILAC LAC N. OC AC CCC DNC KC LAC MC N• OC S.OC PlaC _ RC SG SBeC 0_0 0 -8 0 0 0 10 0 -0 0 0 710 0 18 0 201 0 474 6 8 8 9 7 259 --46_ _ 5 _ 15 11420 12 18 _ 0 0 0 0 0 - 0 0 6 _ 0 81 12 0 __ 0 0 0 -- _ 0 _ 0 _ 0 _-0 0 -0 _ 0 0 -- 10 _ 3460 7 _ 752_2 _21_03 -20 _ 2.82 _ t5 _ 0 22 0 7 _ 0 0 0 _ 0 _ _0 0 0 -- 0 7 -- _0 _ 6 _ 0 _ 0 0 0 _ 0 0 0 0 _ 0 _ _ 0 _ 4 0_ _ 0 __ _0 0_ 0 -- 10 __ _ _ 0 24 4.--- _- _0 ___ _ -0 _ 0 0 0 17 7 0 _ 0 _0 0 ,0 _0 0 0 _ _ 0 _ 0 v 0- 124 0 23 0 - 8 0 0 0 _,0 0 - _ - San Diego County __ _ San Francisco County- San Luis Obispo Coin Santa Barbara County_ Santa Clara County Ventura County_ _ -__- Outside SCAG Region —229 •_ 96 ,21 16 -8 - - 9 —_9 6 _ 0 172 - -- - 0-__ - 7 0 0 _10 35 - 0 0 0, U 0 0 - _ 0 0 0 0 0 0 -- _ 0 0 - 0 0 __0 0 - — 0 0 0 __ _ 0 0 _ _ 0 0 - - 0 0 0 _0 0_ 0 0 5 0 _ 0 0 0 0 0_ 0 0 0__ 0 - 0 0 0 _ 0 _0 0 - - 0 0 0 _ _ 0 0 0 - -__ o 0_ 0_ _ _ _ _ 0 _ 0 _ _-_- _6 0 _- 0 .0 0 _ _ 0 0 0 D _ _ 0 7 0 0 0 _0 _ __ 0 0 0 0 18 0 33 SDC SFC SLOG Seac SCC VC, - --0-0— 0 0 0 24 10 245 _ 0 0 _ 0 _0 0 0 5 0 0 0 am am, as smI MR -M M *Mj am `fSM 'few =0 Aw A NK mo '* mg M so WE we M M W TABLE 2 WORKPLACE iRESIDENCE Newport Beach Newport Beach, Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach (Azusa Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach :Buena Newport Beach Newport Beach I Newport Beach__ Newport Beach _ Newport Beach New Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach New Beach New port Beach Alhambra city (pLj CA _ Aliso Viejo CDP CA _-_ Alladena CDP_. CA __ Anaheim city CA _- Apple valley town CA Arcadia city (pt.) CA _. _ TOTALI , .9 _ 245_ 5 1567 DA 9 237 _0 1185 CP 2 _ 0 0_ 5 207 CP 3 _ 0_ 8-_ 0 43 CP 4 0 _ - 0 0_ 17 CP 5 0 0 0_ 0 _ 0 - 0 _ 0 0_ __- 0 0 _ - 0 0 CP 6 -0 _ 0_ 0 - 0 0 _ 0 _0_ _ 0- -0 0 _ _0 0 -0 -.0 _ 0 0 CP 6-9 0_ 0 0 0 0 -._0 ___ 0 0 0 0 _ 0 0 _ 0 -_ _0 _ _ _ _ 0 __ C - ___0.__. 6 0 ---- -- 0 _0 - _0 0 0 CP 10+) _ 0 _ _ _0 _ _0 0 - _ _ 0 _ 0_ - 0 __- _0 0 _ 0 0 0 _ 0 -_ 11 ____0 __ 0 ._0 _0 ___ -0 0 -- 0 - 0 0 -_ 0 __ _ 0 0 BUS 0 _ 0 0 _ 74 -0 . -- 0 0_ _ 0 0_ 0 _0. 0 _ 0 0 _ 0 0 0 0 0 0 - 0 0 0 0 0 0 I R`ERRY 0 0 0 0 0 0 0 0 0 0 0 0 0_ -0.- 0 0 0 0 0 0 - 0 0 0 0 _ro 0-0 0 0 _ . 0 0 0 _-0 .- 0 -0 0 0 0 -_ 0 0 0 0 _ 0 0 0 0 0_ 0 -- __-0 __0 0 TAXI 0 O 0 0 _ 0 0- _ _0 0 0 _ 0 0_ 0_ _ 0 __0_ 0_ 0 _0 _0_ -0 _ 0 - -- _ 0 _ 0 O _ _ 0 0_ MOTOR, CYCLE �BIKE! 0' 0 0 0 _ 0 0 0 0 0 0 __ 0 0 _ _ _ 0 _ _ __ 0 _ 0 - 0 _0 _ __0_ 0 -0 - - --- 0 0 0 0 _ 0_ _0 _ ___ __ 0 0 62 ___-- 0 0 0 0 10_ 0 _ 0- 0 0 0 0 0 0 _ 6 0 0 _ 0 0 0 - 0 0 ---- 0 _ 0 0 0 _ 0 - 0_ _ 0 133 0 ALK 0 0 0 26 0 0 0 0 0 0 0 0_ 0 12 0 0 0 0 0 0 - - 0 0 0 _ 6 0 0 _ _0 _ 0 _76 _ 0 THER�OUNTY 0 0 6 5 0 _ 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 i 0 I 0 1 0 0 _ 0 0 _ 0 0 27 _-0 LAC S. OC LAC N. OC SBeC LAC LAC LAC RC LAC LAC RC SBeC N. OC RC SDC LAC SLOP LAC RC iS86C SBeC SC SBeC LAC LAC RC AC S. O_C 16 -_ 21 _ _-3. 1 9_ - 24 -_ 16_ _- 90 8 _ 16 _ 21 31 9 _ 14 -16 _ 76 8 0 __ 0 _0 0 10 0 14 -0 - 0 _ 0 0_ 0_ 0 -0 0 __ -0 0 __ 0 ____0 0 0_ _ 0 _ _ 0 0 Artesia city CA _ city CA _ ---_ Banning city CA _-_ Bell Gardens city (pt.) CA _ _ Bellflower city CA _ Bermuda Dunes CDP CA Big Bear City CDP CA - Brea city CA _ _ _-_ _ Park city CA_-_ - Cayon Lake CDP__ CA n Carlsbad city (plD CA Carson city_(ptZCA Cayucos CDP CA -_ Cerritos c��pt.� CA - - Cherry Valley CDP CA -__ _--_ Chino city CA _ _- _-_-_ Chino Hills CDP CA jcitrus CDP CA _ _ _ Colton city CA ___ - _ Commerce city (pt) CA Comelon city_(pl MCA - Corona city (ptj CA _- Costa Mesa cam_ (pt.) CA _ Coto De Caza CDP CA 11 _ 160 -- _293- 43_ 11 _ 93 246 -33 0 44 _ . 4{_- 10 0 _ 0 -0 0 - 0 _ 0 0 0 _0 -0 - 0 0 40 40 _ _ 0 6 0 9 -- 0 0 7 _ 0_ 39 0 0 0 22 - __6 0 -0 7 -0_ 0 0 0 - - 0_ _ 0 - 0_ -0 0 0 0 0 _ 0 0 0 0 - 0 0 0 0 -0 0 0 0 _8_ 10 153 _- 50 52 _ _ 9 8 10 122 ---- .-_ 0_ _ 50 45_ 9_ 26 -72 10 10 0 0 0 0 0 0 _6 234 6 _169 5919 55 0 65 0 _ _0 -0 0 0 0 0 0 0 0 _0 0 0 0 0 0 0 0___ 7364 55 636 0 75 0 48 0 0 _0 0 0 0 _0 0 388 0 0 0- -0- 0 Newport Beach_ Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach ,Newport Beach Covina city CA Crestline CDP CA — _ Culver City city CA Cypress city CA -__- _ _ Dana Point city CA - _ - Diamond Bar city CA - __--_ __- Downey cif (pQ CA - __. 'Duarte cityt. CA 22 5 _ _22 8 0 0_ 0 0 _0 _ 0 0 0 0 0 _0_ 0 0 0 0. 0 0__ 0- 0 _ 0_ 0 -- 0 0 _ __ 0 0 0 __ 0 _ _0 _ 0_ 0 - - 0 0 0 _ _ 0 _O _ 0 0 11 4 0 6 _0 0 0 0 0 0 0 0 _ 0 0 0 _ 0 0 0 0 0 0 0 0 O , 0 0 0 0 LAC SBeC LAC 'N. OC S. OC LAC I LAC ;LAC _19 197 _829 97 _ _80 13 _ 19 184 723 93 70 13 0 13 73 0_ 1.0 0 0 0_ 0 _ 0_ 0 0 _0_ 0 0 _ 0 0 0 0 0 0 0 0 _ _0 _0 0 _ 0 0 1 _ _ 0 0 _ _0 _ 6 21 __ 0 0 0 0 0 0 _0_ 0 0 0 _ 0 0 0 0 0_ 0 0 _ 0 0 WORKPLACE ;RESIDENCE Newport Beach 'East Newport Beach Newport Beach Newport Beach Newport Beach_. Newport Beach . Newport Beach Newport Beach New Beach Newport Beach NewportBeach Newport Beach New Beach Newpod Beach Newport Beach Newport Beacb_ Newport Beach Newport Beach i Newport Beach NewportBeach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach- Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach NewportBeach Newport Beach New ort Beach Los Angeles CDP (pt.) CA , _ East Pasadena CDP CA _ East San Gabriel CDP (pt.) CA El Monte city Spt1 CA El Segundo city CA El Toro CDP (pt.ZCA Ell Toro CDPAet:LCA - TOTAL . 6- 5 _ DA __ 0 0 CP 2 -0_ 5 - CP 3 TABLE CP 4 - 6_ 0 2 CP 5 0 _0 CP 6 0 -0 0 0 0 CP 6-9 _ 0 __ __ 0 __ _ 0 _ _0 0 CP10+ _ _ 0 0 0 0 0 0 _ 0 _ 0 BUS 0 _-0. 0 0 0 _-0 _ 4. 0 - R 0 0_ 0_ 0 0 0 0 0 ERRY 0 0 _ 0 0 0 'MOTOR TAXI; 0 0 _ 0 __ 0 -.0-_ 0 _ 0 0 0 0 _ 0 ` 0 1 _0 0 0 CYCLE iBIK6ALK�T 0 I 0 _ - 0 0 0_ _ 0 _ 8 0 _ _ - _ 0 0 0 0 _ 0_ - 14 0 _ _ 0 0 - . 0 0 0 0 _ _ 0 0 0 0 _ 0 _ 0 0 10 0 0 0 9 6 i 0 0 I- 0 0 0 ___0 _ 0 0 7 5 HER. 0 0 0 0 0 _ - ILAC 0 0 0 0 _ 0 _ 0 _,0 _ 0 0 0 _ 11 _ 0 _ 0 0 0 0 01 0 __ 0 0 _0 _ 0 0 0 0 0 6 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 15 0 0 0 0( 0 0 1 0 0 0 9 10 0: 0 0 0 0 0 OUNTY LAC LAC LAC LAC S. OC S. OC S. OC OG SDC SDd SDC VC SBeC N. OC N. OC FC N. OC N. OC RC LAC LAC SBeC LAC LAC LAC LAC SBeC SBeC RC AC LAC IRC !AC AC AC AC LAC N. OC _0 0 _ 6 6 26 _ 22 986 355 _ 0 0 0 134 _ 8 7 0 -17 - 11 _0 0 0 0_ _ 0 0 43 _ 33 1135 395 a 0 0 0 0 0 0 0 —0 15 0 - 0 _0 _0 • _0 _ -- 0 0_ 0 0 0 0 0 0 0_ _ 0 - 0 0 _ 0_ 0 _0 _ 7 0 _ 0 _ 0 0 0 0 0 0 0 0 0 0 6 0 0 22 0 0 0 13 16 0 _ _ 0 0 Et Toro Station CDP CA El Verano CDP CA - _ Encinitas city CA-___� i_-_ Fallbrook CDP CA _-- Fillmore ciy CA� __ __ _ Fontana city (pQ CA _ Fountain Valley City (pL�A Fountain Valley city fpt) CA Fresno city —_�—, Fullerton city CA _ _ Garden Grove city (pt.ZCA _-_._ _ Glen Avon CDP CA _ - -- - Glendale city(Pt.ZCA 40 _11 __ 26 ., _ 15_ 8 16 1179 27 - 10 33 _ 0 26 _ _15 __ 8_ 8 1069 27 __ 0- 0_ _0 0 8 77 0 0 _0 0 0 -- _0 0_ 0 - 0 0 0 0 0 _ 0 0 -0 0 0 0 0_ _ _ 0 0 0 _ 0 0_ _ - 0 _ 0 0 0 0 _ 0 0 0 0 0 0 0 0_ __ 0 _ 0 0 0 _0 0 4_ 0 _0 0 _0_ 0 - 0 0 8 0 0 0__ 0 0 0 0_ 0 0 0 381 1247149 21 __ _0 17 0 0_ 2 11 0 0 —0 0 -0 0 15 0 0 __ 0 0 -0 ___0 __0 �_0 __0 __ 0 0_ 0 0 0 ...__0_ _ _ 0 0_ 10 10 _ 13 _ 0 0 _ 0 0 0 0. 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 _0 0 -0 0_ _ _ _ 0 0 _ 0_ _ _0 _0 -0 0 0_ 0 0 0 0 0_ _0 0 0 -_ 0 _ 0 0 _0 _ 0_ 0 0 0 0 0 0 0 0 0 0 431 1432 21_ 9_ _ __9 0 0 0 0_ 0 0 _ Glendora cilYspLZCA Grand Terrace city CA Hacienda Heights CDP CA _ - _ HawaiianGardenscilyCA -_ Hawthorne ci CA _ _ Hermosa Beach city CA - Hesperia city CA Highland city CA _ -_-� Home Gardens CDP CA __ Huntington Beach city CA HuMtngton Par CA CA _-__ Idyllwild-Pine Cove CDP CA Inglewood Ipt.CA_ .- _ Irvine city (Qt� CA -•_ _ Irvine city (pL)_CA _ _- - ...- - Iry city ___ _ _ __ __ La Canada F_ lintridg_e city (pt.) CA _ _ La Habra city CA _ 33 18 _- 52 ___5 _ 6 _62 _ 15 20 28 _ 18_ _ 45 ___5_ 6_ 52 _ 8 12 5 _ 0 -0 0 _ 0 0 _ 7 0 0 _0 0 0 0 10 0 0 0_ 0 0 0 0 0 _-0 _ 0 __0 _ _0 0 _ __0 7 0 _ 0 0 0 0 _ 0 0 0 0 _ 0 _ 0_ 0 _ 0 0 _0 0 0 _ 0 0 0 —0 0 _ 8. 0 62 _ _0 0 0 _ 32 22 0 0 0 _0 0 20 5573 __ 5 �9 10 3615 1968 -' 42 5 -152 0 5019 _ 5 9- 10 _3184 1771 - - _42 5 122 11 395_ 0 0 0_ 313 121 _ 0 0 19 0 9 0 0 0 0_ _ 0 __ 0 0 0_ _ 0 ___ _ 0 0 0 �� 0 0_ 0_ 0 6 0- 0 0 0 0 0 0_ 0 0 0 0 0 0 _ 0 0 0 _46 0_ 0 0_ 49 - 0 0 _ 01 6 0 0 _0 0 7 0 - _0 0 0 0 0 0 0_• 4 0 0 0_ _ 8 13 __ 0___0 0 0 - -_0 _ 0_ 0 0 _ 0 _ _ 0 _ 0 5 0 .. 0 _ 0 _0 0 I-n WORKPLACE (RESIDENCE NewporCBeach La Newport Beach `La Newport Beach !La Newport Beach ' Newport Beach 'Laguna New ortBeach Newport Beach (Laguna Newport Beach iLake Newport Beach Newport Beach Newport Beach New Beach New ort Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport"Beach Newport Beach NeweortBeach Newport each Newport Beach Newport Beach Newport Beach. Newport Beach Newport Beach Newport Beach New ort Beach - - - - - - --- - - - _ _- _ --_- _ _TOTAL( Habra He�hts city .) CA -__ -( Mirada city CA -- - Palma city CA - -_-_ -_ - -- La Verne city (p� CA ,_- _ Beach city CA -___-__ - La una Hills CDP CA --- - Niguel cif CA ___---__ Elsinore city (plj CA — Lakeland Village CDP CA Lakewood city CA -- -- - - LawndalecityCA - _ 5 I 101 32 - _ 18 . 1361 692 -- 1445 34 --- 5 ^159 - 8 DA�CP 5 _ 88 32 _ 18 1211 647 - 1321 34 5 135 - 8 - 2 0 _ 6 0 - - 0- 142 6 - - 112 0 0 14 - 0 56 ---- -8 _ 49 -12 - CP 3ICP -0- 0 0__ 0 0_ 7 --- 0 0 0 0 - --- _ 0 9 0_ 15 8 TABLE - 4 0_ 0 0 _ 0 0 0 - -- _ 0 0 0 _ 0 - 0 0 -.0 19 0 - 2 CP 5 0 0 0 _ 0 0 -- 0 0 0 0 ___0 - 0_ 0 ----- _ _0 0 0 - - CP 6 _0_ 0 0 0 _ 0 0 -- ------ _ _0_ 0 0 - 0 -- 0 0 - 0 - 0 0 _0 �0 0 - - CP 6-9 0 _ 0 0_ 0 0 0 _ 12 0 0 ___ 5 - -0 Q_ - - __ _0 _ 0 _ 0 _0 0 - CP 10+� - 0 0 0 0 0 0 - 0 0 _ 0 0 - _0 -_0 __ 0 - - _ 0 _ _0 __0 0 BUS 0 7 0 _ 0 0 23 0 0 0 0 _ 0 0 0 -- _ 0 0 0 - D __0 R 0 0 0 0 0 0 - 0 0 0- 0 - 0 0 - 0 0 0, 0 _0 _ __ I E_RRY 0 I 0 I 0 0 01 0 _ 0 0 0_ _ _ 0 - - 0 0 --- - - 0 0 0 ___0 _0 - TAXI( 0' 0' 0 t 0 0I - 0 0 1 0 -0 0 i 0 t - - _ 0 0 ___ 0 _ 0 _ _ 0 _ _ - _ - 0 _ 0 0 _ 0 0 _ 0 0 0 0 __ 0 _ 0 0 _ 0 _ 0 _-0 _0_ _0 -0 __-6 0 MOTOR - CYCLE 0 0 0 0 0 0 0 0 _ -- 0 5 0 0 _ 0 0 0 0 0 0 0 7 _ 0 _ _ 0 0 0_ _ - 0 0 21 0 0_ 0 _ -_ _ _ 0 0 _ .7 _ _ _ __0 _ _ __ 5 0 __ BIKE 0 I 0 0 0 8 _ 9 _0 0 0 _ 0 0_ 9 0 0 -0 0 0 0 0 _ 0 0 _ 0 0 ___0 0 0 281 0 0 0 0 0 . 0 __ 0 __ 0 0 0 0 0 0 ALK 0� 0 i 0 0 0 0 0 0 0 _ _0_ 0 0 0 _ 0 0 0 0 I 0 0 0 0 _0 0 0 0 0 727 - 0 0 0 - 0 _ 0 0 _ 9 _ 0 _ 0 0 ; TH_ ERiOUNTY 0 IN. 0 0 0 _ 0 _- 0 0 0 0 0 _. 0 0 0 13 0 I 0 1 0 I 0 0 9 _ _0 0 0 0 i 0_ ' 0 59 _ _ 0 O'lAC 0 _ __ 0 0 0 0 25 0 0 0 OC LAC N. OC LAC AC S. OC S. OC RC RC LAC LAC LAC N. OC LAC SBeC LAC _ LAC . LAC RC S. OC LAC SBeC LAC LAC VC RC ITSELF RC LAC AIC SDC SBeC SBeC N. OC IRC (LAC LAC Long Beach city (pt.) CA Los Alamitos city CA Los Angeles city (pt.) CA __ Los Serranos CDP CA Lynwood ci (ptU CA - -- Manhattan Beach cityCA Maywood city CA __- Mira Loma CDP CA _ _ Mission Viejo city1628 Monrovia city. -CA- _ Montclair ci CA -__ Montebello cci SeUCA _- Monterey Park city (pt.)_ A--- __ Moorpark cil�(pt.ZCA __- _ Moreno Valley city_(pL) CA _- _- Newport Beach city CA !--_--- Norco citySetl CA _ _ North El Monte CDP CA _ 907 -- 66 634 33 833 -- - 58 538 13 _ _31 _-11 ___ 40_ 13 _ _.__ 5 21 ._ 11 22 10 _ 0 - b 0 0 0 13 0 0 0 0 -0 0 0 _ 0 0 - 0 0 _ 0_ 0 _ 0 -0 0 0-7 0 0 __-_ 0 -_ 0 _--0-0 __ 0 _0 0_ __ 0 _0_ 0 0 --0-0 0 0 0 0 0 _0 _, - 0 _0 _0 _ _ 0 _ 0 -13 1431 - 5 7 _ , 157 0 9 0_ 0 _ _7 31 33 _ _ _ 16 23 __0_ 15 10 0 0 __0 0 0 0 0 0 0 0 _0 _ 0 _ 0 _- 0 0_ 0 0 0 0 _ 0 _ _- _ 9 137 11686 52 9 103 9822 32 0_ 34 615_ 0_ 0 _47_ 20 -0 0, 0 17 0 -0 -0 -0 0 0 _ 0 _0 _0 _0 _- 0 - 0_ _0 - . 0_ _0 0 _0 0 63 _ 0 - 0 0 0 0 9 0 0 25 _ 0 -0 0 0 0 0 9 86 __7_ - 64 30 --- 57 1341 _- 32 ---14 9 77 _0 0 _ 0 0 0 0 0_ 0 0_ 0 _ 0 _-0 Norwalkcity(ptZCA_ ___-, --__ Oakland c (pt.) CA _ - Oceanside city CA --_--__ Ontario city (pt1 CA - - ----- ---- --- Ontario city,(pLZCA - _ Orange c (pt) CA _ _ _ _ _ _ Palm S_pr ngs city (pt) CA _. __ _ __ Palos Verdes Estates city CA - _ 7 _ 64 9 --- 40 1106 32 __ 14 -9_ 0 0 14 ----- 9 148 _ 0 0 0 0 0 0 _0 0 7 0 0 0 0 _ 0 4 0 0 0 0 0 0 _ 0 _ 0 _0 0 __ 0 -0 - 0_ _ 0 0 _ 0 -0. -0 _0. 10 0 .0 0 0 0 __-D_ _0 _- 0 _0 -0 __ _0 0 0 0 _8 27 0 _0 -0 0 0 0_ 0 0 0 __ 0 - 0 0 0 _0 0 0 W--- Paramount cit t. CA 20 12 8 0 0 0 0 0 0 0 WORKPLACE Newport Beach Newport Beach _ RESIDENCE Pasadena city (pL) PedleyCDP CA TOTAL 15 34 DA 15 i CP 2'CP 0_0 3 TABLE CP 4 2 CP 5 _ CP 6 0 _ _ CP 6-9 0 CP 10+�8US 0 0 _ 0 0 _ R 0 0 E_R_RY 0 t 0 MOTOR-[ TAX CYCLE CYCLEBIKE 0 01 0 0 O i 0 ALK�TH_ ER OUNTY 0 0 LAC O l 0 RC NewportNewport Beach Perris city (pt.) CA 37 27 10 0 _ 0 _ 0 0 0 0 0 0 0 f - 0 � 0. of San Go am/ "a awl Mr Im a M In MW ow I a' IRO � rMB am/ "a awl Mr Im a M In MW ow I a' IRO � rMB M! ow mow ate, = r r l W � � M r WE M r 2 _ _ _TABLE _ _ _ _ MOTOR - WORKPLACE Newport Beach P a IRemainder Newport Reach , Newport Beach !Remainder Newport Beach Newport Beach !Remainder Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach - - Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach NewportBeach _ Newport Beach Newport Beach Newport Beach New Beach Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach New ort Beach P--------- Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach New ort Beach RESIDENCE _ _ - _TOTAL Remainder of Santa Barbara division of South Coast division CA of Trabuco division CA of Upper San Gabriel Valle of Valley Center division C Remainder of West Imperial division C Rialto city CA Riverside city (�) CA -_ 10 134 1 Ot __ 2 _7. 6 13 233 D_A _ 10 134 7.7 2 7 6 13_ 129 8 CP 2 0 0� 0_ 0 0 0 _ 0 45 6 CP 3ICP _ 0_ 0 0 0 0 0 _ 0 10 _ 0 _ 0 - 4 0 0 0 0 __ 0_ 0 0 0 _ 0 _0 - CP_ 5 __ 0 0 0 0 0__ 0 0 0 0 0 C_P 6� 0 0 24 0 0 0 0 0 0 0 - CP 6-91CP _ 0 _ .__ 0 _ 0 0 0 0 0 0 0 0 10+ 0 _ 0 0 0 0 0 0 32 0 BUS 0 _ 0 0 0 0 0 _ 0 0 __0. 0 - _ 0_ __0 R 0 0 0 0 0 0 _0 0 0 0 _0_ 0 ERRY 0 _ 0 0 0 0 0 _ 0_ 0 0 _ 0 -- _- 0 0 TAXII 0 0 0 0 0 O 0 0 0 __ 0 --- -_0 __0 CYCLEIBIKE 0 I 0 1 0 0 0 0 0 0 I 0 0 I O I 0 , 0 0 10 i 0 0 _ 0 _ ____ 0 _ 0 - ' - 0 -0 _ -0 --0 - - 0 0 __. __0 0 0_ 0 _ ____ 0 8 _ _ 0 _ 0 _ _ 0 0 0 I 0 _ 0 0 _ 0 0 0_ 0 - 20 _ 20 _ 0 _ 0 0 0 _ _ _ ._ 0 0 0 0 _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ALK 0 0 0 0 I 0 O I 0 j 7 0 0 0 -0 _ 0 - ^ 0 0 0 0 _ _ 0 0 _ 0 0 _ 0 0 0 _ 0 0 0 0 0 0 I 0 0 O 0 0 0 0 T'HER 0 0 0 0 0 0 IIC 0 :SBeC 0 0 0 . - 0 0 - 0 0 0 0 0 0 0 _ 0 0 34 0 0 0 0 0 0 0 0 0 I 0 0 6 0 0 OUNTY SBaC SDC S. OC LAC SDC RC LAC N. OC LAC RC_ SBeC SB_eC VC S. OC SDC LAC LAC S. OC S. OC SDC N. OC SBaC LAC LAC N. OC N. OC_ LAC_ VC LAC LAC LAC ILAC N. OC II AC VC ILAC Rosemeadcily_Spt.)CA 14 Rossmoor CDP CA 49 41 8 _ 0 -- 0 - 14 - - - Rowland Heights CDP CA -50 50 - - 0 _0 0 0 _ 0 0 0 0 _ 0_ - 0 Rubidoux CDP CA 14 0 0 Running Strings CDP CA 14 14 _ 0 - 0 _ _ 0 _-0_ 0 0 0 __ 0 _0 __0 0 0 0 - San Bernardino city (pt.LCA 37 37 0 0 _ 0 0 - 0 0 0 --0 8 0 -- 0 - _ 0 0 _ 0 0 _ 0 __ 0 0 --_ 0 _ 0 0 __-0 -__0 _ 0 _ 0 0 0. _ 0_ 0 0 _0 _0 0 0_ 0 0 0 0_ 0 _ 0_ _ 0 - 0 _ 0_ _- 0 - 0 0_ _0_ -_ 0 0 0 0 __ 0 0 0 __ 0 0 _ 0 San Buenaventura�entura cit t.�_ San Clemente city (pt.) CA _- an Diego city (pt. CA_ -_ _ - San Dimas ciIYCA_-_ _- _ _ San Gabriel city CA _-_ _ - San Juan Capistrano citySpt.ZCA - _ San Juan Capistrano cityspt. CA _ San Marcos city (pt.jCA 5 5 0 0 0 0 _0 721 - - 159 23 10 _ 296 -_ 95 7 593 150 _ _ 15_ 10 - 262 _ 83 7 109 9 0 _ 0• 34 6 0 11 0 _ 0 0 _ 0 6 0 0 0 _ 0-- _ 0 0 0 0 0 __ 0 0 - 0 - 0 0 0 -0 - 0 _ 0 0 _ 0 0 _0 0 0 0_ Santa Ana cily_(pt.) CA __ _ 4929 3217 _ 751 229 105 11 6 _17 0 �_ 510 - 0. 0 0 0 _0 0 0 _- 0 0- 0 0 9 0 0 0 _ 0_ _ 0 _ 0 0 0 0 _ _ _ 0 _ 0 0 00 0 0 Santa Barbara city CA _ 7 22 _7 22 0--0- 0 -0 0 Santa Fe Springs ciUpl.) CA - 0 0 _ 0 0 0 0 0 0 0 _ Santa Monica ! i�(pt.) CA -_ 13 13 0 0 0 0 0 Seal Beach city SpLZ CA _ 5 5 0 - 0 0 0 _ 0 0 0 _ 0 _13 0 0 0 - 0 _0 ___ 0 0 _- 0 _ 0 ___ 0 0 0 __ Seal Beach city_(pt.) CA _ Signal Hill 2i CA __-109 _ 96 0 0 0 - 0.-- 0 .-0 0 _ 27 27 _ 0 _ 0 _ 0 0 0 0 _ 0 0 Simi Valley city (pt.) CA -__ _ South El Monte ct-(pL,) CA - _ South Gate ci CA South Pasadena city CA _ South Whittier CDP CA_ _ Stanton city CA _ -6 _ 21 48 --- 8 _42 176 _ 6 12 6 11 12_ ' __ 8 29 141 0 10 __0 _ 0 7 22 0 0 - 0 _0_ _ -0 0 0 __ 0 0 _36 ___0 0 _ 0 _ 0 0. _ 0 _ _0 0 0 0 ----0 __0_ _ _ 0 -0 0 _ 0 ----0- 0 ___0_ _0 0 _ 0_ 0 __0 _ __0_ _ 0. 0 0 0 _0 _0 0 0 -0 0 0 _-6 7 TempleChit r ci!y 1RL CA_ Thousand Oaks citySpl.) CA _-_6__ 12 __0 0 0 0 0 0 0 _ 0 0 0 0 0 0 0 0 0 ro 0 0 0 __ 0 0 Torrance cit t. CA 36 26 10 0 0 0 0 0 0 0 IN - - - - - ---- -- -- - -- WORKPLACE ,RESIDENCE Newport Beach Trabuco Highlands CDP CA Newport Beach ITuslin city (pt.) CA _ Newport Beach (Tustin city (pl.) CA_ _ ___ ____ - ._ Newport Beach Tustin Foothills CDP CA _- Newport Beach :union Citycity(pt:) CA i Newport Beach :Upland city CA _--_ _ Newport Beach Valinda CDP CA New Beach _ Villa Park cit�CA --" Newport Beach Vista city CA Newport Beach Walnut city CA __- - Newport Beach_ Walnut Park CDP CA Newport Beach West Carson CDP CA _ _- - - - Newport Be West CovinacilZCA __ Newport Beach West Hollywood cif CA _ _ New Beach West Puente Valley CDPCA___ - Newport Beach West Whittier -Los Metes CDP CA _ Newport Beach Westminster cityjpl.� CA Newport Beach Westminster city (pl.) CA Newport Beach Whittier city CA _ Newport Beach WildomarCDP (pt.) CA _ Newport Beach Willowbrook CD_P (pt. CA_ - _ Newport Beach WoodcrestCDP CA _______ Newport Beach WrighY-Mtwood CDP CA _ __ New_ port Beach_ Yorba Linda city CA _ Adjacent City _ Alameda Coun ------ Contra Costa County _ -_-__- - -- - to Fresno County _ IT County _ _ _ _ Kem County --,___--- los Angeles County North Orange County _ _ South Orange County -_ _-- Plumas County tY - ------ - - RiversideCount_y __-__- Sacramento Ceunv San Bernardino Ccun .- -- - - San Die o Coun -- TOTAL_ - 85 1100 110 428 - - 8 • _ 10 ---6- 75 - - DA 85 893 110 378 _ 8 _10 --6 __ 68 -59 0 9 10 - - _ 49_ 6 8 665 6 69 - - -CP 2 0 74 _ 0 41 0 0 _ 0 7 29 9 _ 0 _10 0, _0_-0 0 • - CP 3 0 92 - 0 0 0 _ 0_ 0 `0_ 9 TABLE"2 CP 4 _ 0 0 0 _0 0_ _ 0 0 _ 0 0 _ _0 0 0 0 0 CP 5 __0 0 __0 _ _ 0 _ 0 0 _ _ 0 0 CP 6 __ 0 0 , , 0 0 _ 0 _ 0 -0 0 0 -0 0 _ __ 0 - 0 0 CP 6_9 _ 0 0 0 __ 0 _-__0 _ _ 0 __ _ 0 _ _ 0 0 ---o - 0 _ 0 - 0 0 _ 0 _ _ _0 0 0 0 CP 10+ _ _ _ 0 0 0 0 0 _ 0 -- 0 _ _ 0 _ 0 ---0- 0 -0 _-_ 0 0 __-_0 _ 0 _ 0 -_0 0 BUS _ 0 35 0. 0 -_0_ 0 _ 0 _ 0 0. 0 _ -0 _ 0 0 0 _0 _ 0 2 0 0 _ R 0 _ 0 0 0 0 0 0 0 0 -0 0 0 0 0 _0_ 0 0 0 0 - � ERRY:TAXI 0 _ 0 _ _ 0 - 0 0 0 _ 0 _ _ 0 _ _ 0 _ 0 0 -..- - 0 -0 _ -_ 0 0 0 0 0 0 0 0 _ 0 - 0 0 _ 0 0 _ _0 0 _ _ 0 _ 0 0 0 _0 0 0_ 0 0_,. MOTOR-1 CYCLE 'BIKE 0 1 0 CI 0 _ 0 0 0 0 0 0 _ 0 _ 0 0 � 0 __ '.0 _0 __-- 8 _ 7 -----0 0 _ 0 0 0 0 8 _ _87 -- 0_ _ 0 -- 0 0 0 _ - 17 54 26 0 10 0 _ 0 0 7 0 0 0 6 0- 7 _0 -0 _ 0 0 _ 0 _ 0 0 0 _0 _0 _"0 0 0 _ 0 0 0 0 0 _ 0 0 192 0 0 . - 0 _ 0 0 9 37 42 - 0 0 _ 0 0 10 VALK�7 0 0 0 0 0 0 0 0 0 0 0 _0 0 0 01 0 0 0 O 0 0 OI 0' 0 100 _V _0 0 _ 0 0 0_ 0 0 0 0 0 0 0, , HER 'OUNTY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 I 0 37 0 0 - O 0 O 13 82 9 0 0 9 O-SBeC 01SDC S. OC S. OC S. OC S. OC AIC SBaC LAC S. OC SOC LAC _ LAC `LAC LAC LAC LAC LAC iN. OC N. OC tAC RC LAC RC SBeC N. OC AC - AC- CCC FC _ IC KC LAC N. OC S. OC Pluc RC SC 97 _0 -0 - 0 _ _ 9 9 _ 0 ,0 - 0 0 0 6 _ 6 10 - _ 16 _ 49 _6 _22 _ 782 - _ 6 _ _6.9 7 19 7 51 299 19923 15 7 _ 17 _- - 6 5 _ 3667 13729 _ 9835 57 - -- i07 _ 18 --620 1284 _ 0 -_0 0 _ 0 _ 0 _ 0 0 _ __0 0 6 0 0 _0 0 0 96 0-0- 0 0 0 0 0 0_ 7 0 0 0_ _0 0 0 _ 0 0 - 0 _ __ 0 0 0 8 _ 0 _ 0 0 0 0 504 0 0 -0-0-1 _0 0 0 _ 0_ _0 _D - 0 0 0 _0 0 0 0 -0 _ 8 -7 51 _0 0 -0- 0 41 1607 _ 0 D 0 _ 0 0_ 0 26 170 0 _ 11 0 0 0 55 0 0 0 - 0 0 0 0 25 _0 _ 0 0 0 _216 17146 15 7 0 -0 0 0 0_ 0 000 0 0 0 0 0 0 0 0 00 _ 0 - __ -- _ _ - 0 - - 6 5 3148_ 1.0621 8689 --__57 880 9 446 1150 -7 _ _ 0 0 272 1696 778 _D 261 0 _ 136 96 - 0 _ 6 0 109 361 _ 0 _ 0 0 43 138 0 ___0 15 _ 0 _ 0 5 - __ 0 - 0 0 36 _21 0 0 0 0 - _ _ 0 - 0 0 _-0 29 _24 0 0 _ 0 0 13 5 35 0 _ _8 0 -- 0 0 0 0 -•4.4 1 0 —46 10 0 0 0 0 0 _ 0 0 -0 _ 0 0 0 --0 0 0 _ 0 0 0 _-- 0 0 _ -0 _0 0 -0 0 0 0 __ 9 _ 0 _ 0 0 0 7 632 90 0 0 - -0-0 8 14 141 __,0 57 _ _ 0 _2_3 9 0 0 __- _ 0 0 0 D _ __ 0 0 _0 0 0 r NMI QW' SM M No M ;MWSMOUR aft 'M MW on I m m m Now! m m" m m m" r m am or s m - - TABLE 2 j MOTOR - WORKPLACE .RESIDENCE San Luis Obispo County_ Santa Barbara Count _ Sonoma County - - - Ventura County Outside SLAG Region j TOTALI 10 17 11 — - 40 1426 DA:CP 21CP 3 CP 4 10 0 0 __ 0 17 0 0 0 _0 0 0 0 - --- ----- _ 40 0 0 -_ 0 1276 103 9 5 CP 5 0 0 0 CP 6 0 0 0 - -0 0 CP 6-91CP 0 0 - - 0 . _ - _0 0 10+I BUS�R�ERRYITAXI 0 0 0 _ _ 0 0 0 � - _ 0 0 24 01 0 0 0 0 0i 0 0 0 -- 0 0 0 0 0 CYCLE BIKE VALK)THERAUNTY 0 0 0 0 SLOC 0' 0 01 0 SBaC 0 0 11 0 SoC OI 0 0 OI VC 0 9 -0 0 J I F] I 1 I i 1 APPENDIX G IORIGIN -DESTINATION SURVEY DATA FOR TRIPS ORIGINATING IN f� f- I I 1 I I I I THE CITY OF NEWPORT BEACH 1 - 0-D SURVEY: TRIPS BY PURPOSE ORIGINATING IN NEWPORT BEACH ' Sum of Tn s Trip Type Destination City2 Home to Other Home to Shop Home to Work Other to Other Other to Work Work at Home Only TOTAL ' Anaheim city 956 2,302 420 163 3,841 Bellflower city 385 385 Beverly Hills city 1,073 1,073 Brea city 36B 368 Buena Park city 187 136 1 323 Corona city 705 208 1 104 1,017 Costa Mesa city 10,565 2,680 6,098 6,3071 4,795 223 30,668 Coto de Caza CDP 169 169 Cypress city 159 159 Dana Point city 441 441 El Monte city 163 163 Fontana city 223 223 Fountain Valley city 690 1,073 758 239 2,766 1 Fullerton city 306 306 Garden Grove city 4531 1,239 681 2,373 Hesperia city 163 163 Huntington Beach city 2,8191 826 1,403 708 728 7484 Irvine city 4,4621 1,443 5,331 3.036 6,303 20.575 LAC Habra Heights city 135 135 LAC Verne city 285 285 LAC una Beach city 5341 954 797 7371 973 3,995 LAC una Hills city 5221 789 1341 1,445 LAC una Niguel city 4061 806 1 1,212 Lonq Beach city 513 386 159 1,230 2,288 Los Angeles city 163 223 386 Malibu city 28 28 Mission Viejo city 524 388 912 Newport Beach city 56,407 10,799 11,529 19,328 15,677 1,034 114,774 Orange city 1,043 422 1,465 Pico Rivera city 453 453 PLACcentia &V 187 223 410 Port Hueneme city 2081 208 Rancho Cucamonga city 847 847 I Rancho Santa Margarita city 4531 453 Redondo Beach city 5111 223 734 Rossmoor CDP 1261 126 San Bernardino city 416 416 San Clemente city 494 194 688 San Juan Capistrano city Santa Ana city 2,054 900 539 4,286 1,2581 2,102 539 10,610 Seal Beach city 223 223 Tustin city 560 928 6031 583 2,674 Tustin Foothills CDP 409 409 U LACnd ci 847 847 ' West Covina city 1,067 1,067 Westminster city Yorba Linda city 305 172 275 137 560 309 TOTAL NEWPORT BEACH ADJACENT CITY NORTH ORANGE COUNTY SOUTH ORANGE COUNTY LOS ANGELES COUNTY SAN BERNARDINO COUNTY RIVERSIDE COUNTY VENTURA COUNTY 84,8971 56,4071 18,3801 4,663 2,350 1,337 847 tub 206 17,602 10,799 5,903 900 0 0 0 0 0 44,000 11,529 13,629 10,938 4,690 1,773 1,233 208 0 34,957 19,328 10,788 3,529 737 159 416 0 0 37,133 15,677 12,799 3.795 1,165 3,593 0 104 0 1,4201 1,0341 2231 163 0 0 0 0 0 220,009 114,774 61,722 23.988 8,942 6,862 2,496 1,017 208 ' U:\UcJobs\00460\specialstudies\[Origin-Destination Survey.xls]DestinationsPT C-)3 i I 1 1 1 1 r I J APPENDIX H ! ORIGIN -DESTINATION SURVEY DATA FOR TRIPS DESTINED FOR THE CITY OF NEWPORT BEACH I I I Ll I I i F I I I d 0-D SURVEY: TRIPS BY PURPOSE DESTINED FOR NEWPORT BEACH Sum of Trips Tri Type - Home to Home to Home to Other to Other to I Work at Origin City Other Shop Work Other Work Home Only TOTAL Also Viejo CDP 144 144 Anaheim city 345 2.096 100 163 2,704 Artesia city 513 513 Bellflower city 385 385 Buena Park city 99 99 Corona city542 208 163 913 Costa Mesa city 12,130 4,869 5.9221 4,920 4,741 32.583 Coto de Caza CDP 169 169 Covina city 1,067 1,067 Culver City city 260 1 260 Cypress city 1591 296 500 956 Dana Point city 776 776 El Monte city 163 163 Fontana city 223 223 Fountain Valley city 163 768 1.073 2;004 Fullerton city 135 306 441 Garden Grove city 545 1.101 107 1,753 Hesperia at 163 163 Huntington Beach city 2,094 326 2,355 108 906 5,788 Irvine city 4,827 934 5,274 2.293 7.542 20,870 La Habra Hei hts city 1351 135 Laguna Beach city 1.2171 1,529 247 266 3,260 Laguna Hills city 611 1,189 1,800 Laguna Niguel cfty 247 1.072 1,319 Lakewood city 983 983' Long Beach city 1,105 159 1,265 Los Angeles city 163 354 670 1.187 Mission Vieio city 355 248 602! Newport Beach city 56,407 10,799 11.529 19,328 15.677 1,034 114,775 Ontario city353 353 Orange city530 100 475 1,105 Pico Rivera city 453 453 Placentia clt 187 172 360 Pomona city 285 285 Port Hueneme city 208 208 Rancho Cucamonga city 847 847 Rancho Santa •Mar anta city453 453 735 Redondo Beach city 511 223 416 416 San Bernardino cit 200 San Buenaventura(Ventura)c 200 San Clemente city 494 194 306 688 845 San Juan Capistrano city 4'47 539 4,558 753 3.455 10,605 Santa Ana city1,392 79 79 Santa Fe Springs city 223 223 Seat Beach city Tustin city723 1,456 126 315 2,620 L land cit 847 847 920 Westminster city 275 305 280 341 137 384 800.54 Yorba Linda city TOTAL 84,479 18,0`a1 48,778 30.083 _ 37,753 1,197 220.342 NEWPORT BEACH 56,4071 10,799 11,529 19,328 15.677 1,034 114,775 ADJACENT CITY 20,269 61129 15,080 7,569 13.455 0 62,501 NORTH ORANGE COUNTY 3,038 610 10.168 2.612 5.515 163 22,106 SOUTH ORANGE COUNTY 2,035 0 6.050 126 1.206 01 9,417 LOS ANGELES COUNTY 934 513 4,733 285 908 0 7.373 SAN BERNARDINO COUNTY 847 0 1,010 0 992 0 2,849 RIVERSIDE COUNTY 542 0 208 163 0 0 01 913 407 VENTURA COUNTY 407 0 0 0 0 U:\UcJobs\00460\specialstudies\(Origin-Destination Survey.xls]OriginsPT N3 I I I I ,I APPENDIX I ' SHOULDER SEASON 2001/2002 DAILY TRAFFIC COUNT DATA I I 1] I p I 11 i i I Location egment lien Interval Begin 12.00 12.1515 12.30 1:45 0i:00 01 IS 01.30 01.43 01N200 02 15 0230 1 02 45 03:00 03 03JO,30 0345 0400 04:15 04•30 0445 05.0015 OS IS 05 3U 0545 06 U ' O6.Is 0630 0645 1 07 u0 01 I5 07 30 07 45 08 00 08 15 08 30 OS 4$ 09.00 ' 09:30 09 3U 0945 1000 1015 1030 10 45 I I lIU II IS 11 3U II 45 otali SUPERIOR AVENUE N/O COAST HIGHWAY CITY NE W PORT BEA NB AM PM 30 74 162 696 17 154 12 197 15 183 12 47 198 754 12 170 10 178 13 208 10 26 167 758 7 192 4 201 5 198 7 17 192 789 4 196 0 195 6 206 5 39 206 743 8 179 10 175 16 184 21 I60 176 660 23 166 44 164 72 154 96 653 168 503 136 139 169 93 252 104 222 1,324 84 373 326 99 382 92 394 98 356 1,319 78 348 354 88 296 90 313 92 241 843 115 387 216 108 214 78 172 86 161 691 84 302 178 78 164 66 178 74 170 671 68 226 178 53 158 50 165 55 5,854 6,539 63.9 45.5 "ay 'Ilala 12,J9J 'ay Splits 527 Puak Iluur 07:30 03:15 Volume 1,496 803 uctur 0.94 0.97 Uata File 00111009 Transportation Studies, Inc. 1820 E. Garry Avenue, Ste. 116 Santa Ana, CA. 92705 SB AM PM 19 68 176 ' 694 23 156 16 166 10 186 4 30 172 695 9 174 8 190 9 159 6 21 185 707 7 166 6 170 ' 2 186 5 22 199 986 6 247 5 226 6 214 7 32 269 1.152 8 266 8 318 9 300 11 83 354 1,165 14 297 22 270 36 244 38 291 232 802 54 223 87 190 112 157 148 579 132 488 132 106 146 128 153 122 136 533 106 382 130 94 136 88 131 94 120 502 91 397 Its 98 138 124 126 84 130 512 86 292 114 75 124 72 144 59 158 629 63 190 144 46 1$2 44 175 37 '3.302 7,840 36.1 54.5 11,142 47.3 11.00 04:30 629 1.269 0.90 90 ,3 Combined AM PM 49 142 339 1,380 40 310 28 363 25 369 16 77 370 1,449 21 344 18 368 22 367 16 47 352 1,465 14 358 10 371 7 384 12 39 391 1,675 10 443 5 421 12 420 12 71 474 1,895 16 444 18 493 25 484 32 243 530 1,825 37 463 66 434 109 398 134 944 400 1,305 190 361 256 293 364 261 370 I.903 216 861 458 205 528 220 547 220 492 1,852 184 730 484 182 432 178 444 186 361 1.345 206 784 334 206 352 202 298 170 291 1.193 170 594 792 153 288 138 322 133 329 1.300 131 416 322 99 310 94 340 92 9,156 14.379 23.535 07:30 04:30 21051 1,970 0.94 0.93 Site: EWPORTBCH Date: 106,31101 Day: Wednesdav /tG.tc/o Locatfen : W/O VIA LIDO 9/1 CITY OF NEWPORT BEACH 4eetaer : CLEAR TRAFFIC ENGINEERING DIVISION Site Code : NEWPORT BLVD Counter 0023 3300 NEWPORT BLVD. P.O. BON 1768 start Date: 03/13/94 JANUS F1La: STMB0G01 NEWPORT BEACH: CA. 92659.1768 File I.D. : tu♦?i tvFD TtluQ C ( Pace • 1 , Begin Mon. Tues. UA. TDdr. Bri. Weekday W. Sun. Week Tt^•, 03/13 03/14 01/15 01/16 03H7 Ave. 03MB 03/19 Ave Each • Equals 25 Vehicles ' . an w • 210 244 227 $66 • 340 ►•»»•►••ant 0,.�0 • • • 135 145 140 551 It 277 `+'+•`••+•• 02:00 • • • 54 69 62 221 • 115 ••••• 03:00 • * * 49 44 46 91 ► 61 •• 04100 • • ► 66 88 77 94 ` 83 ••• 05:00 • • • 282 285 284 266 • 273 ++"•`•+••• 06:00 • • • 730 747 764 716 ► 748 •••••••»on»«•w»»+»» 07:00 • • 1534 1565 156D 1492 • 1537 •••••••^••••••••••••+++•+a• 06:00 • • 1"6 1644 1655 1820 • 1710 ••••••••••+•••••••«w•»m• ' 09:00 It • • 1399 1486 1442 1514L 1466 •••••••■•••••••••••••••••••• 10:00 • • 1297 1392 1S99 1429 IS72 • 1465 ^^•••'»aa+»«»»mm� 11:DD • • 11.58 1372 1594 1475 1643 • 1517 •'•••••••^••^^•••+•»•+•• a� 12:00 Pa * • 1634 1587 1748 1656 1731 • 1675 •+••••'••••••••••^•••••••+• O1:OD • • 1779 1659 1782 1740 1862 • 1770 •••••••••••'•••••'•►•••••••• 02:00 • • 1723 1618 1733 1691 964 • 1510 ••••^••'•»»•••••••••••.•. 03:00 • • 1822 1740 1856 1806 • • 1806 •••'^•^••••++••++••`••+••• D4:00 • • 183D 1607 1794 1744 • • 1744 ••'•+`••'•'••••»nmm�•• 05:00 • • 1642 1614 1609 1622 • • 1622 ••••• Own ••'••••••••••••*•••• 06:00 • • 1519 1508 1395 1474 • • 1474 ••••••^^••+•••+•a••••••e•• 07:00 • • 1111 1114 1152 1126 ' • 1126 •••••••'•••••••^•••••^••^ 08:OD, ' 940 372 1036 949 • • 949 ••`•++•+++•+`•••++•••••••••• 09:00 • 765 811 1073 885 • 885 ••"•••••••••'••^••••••••'• 10:00 • • 647 666 982 765 • • 765 ••••••••••••aa»»•••••••••f 11:OD • + 361 362 793 _ 505 __.. • • 505 +••^'••^+••^•^•• TOtaia 0 0 18528 24097 7E6'A 25124 15103 0 25428 % AV9• VkDa .D% .0: 73.7X 95.9% 105.4% Y '•9. Day .0% .0% 72.8% 94.7% 104.1% 59.4% AN Peak 11:00 08:00 08:00 08.00 08:00 1458 1666 1644 1655 1820 PM Peek 04:00 MOD 03:00 03:00 01.00 1830 1740 1556 1806 1562 ADTs go,rit txIL 0% 08:00 1710 03:00 1806 iy 'r CITT OF NEWPORT 95ACX LOCatiOn N/0 VIA LIDO S/B Wei her CLEAR TRAFFIC ENGINEERING DIVISION Site Code : NEVPORT Counter 0026 330D NEWPORT BLVD. P.O. BOX 1768 Start Date: 02/27/94 JANUS File: STNS0001 NE14PORT /EACH, CA. 92659.1768 File I.D. : =10W� UR G2l Pena : 1 Begin Mon. Tues. W4. T r. Ff1. Weekday ;A. Stn. Week J'-• 02/27 02/28 03/01 03/02 03/03 Avg 03/04 03/05 Avg. Each • EOAIs 25 Vehicles am • • • 19D 194 192 235 ' 223 .....*'•• D'I'uO • • • 103 115 109 152 • 123 '•'•' 02:00 • • • 51 53 52 92 ` 65 •" • • • 48 44 46 51 • 4a •• 'D3:00 D4:00 • • ` 55 52 54 65 • 57 •' 05:00 • • • Ila 112 115 138 • 123 ••••• 06:00 • • r 418 450 434 396 • 421 •^••"•••••••••• • • 832 859 646 339 • 84-3 ••••••••• ......... 10...... 'MOD ID:DO • • • 1185 1233 1209 1299 1239 •`••••••......•'•'�"'••••••• 09:00 • • • 1406 1256 1331 1359 • 1340 •f...•»»»•aaa•NNaa•..e• 10:00 • ' • 1488 1530 1509 1496 • 1505 •'••••••••.......... .... 1:00 w • • 1893 1666 _ 178D 1749 ! 1769 N•'•••"•�•"^••••••«r«N• 12:00 in • • 1573 195D 1836 17B6 1934 • 1823 a«N.«.«««.»Nr•+ae•u 01:00 • • 1707 1757 1818 1761 • • 1761 •'•••••«.NaN«NN•«••« • 1602 1675 1705 1661 • 1661 "••"••'•`•............. '2:00 3:00 • e 1769 1744 1766 1760 • • 1760 •••••••••'••aN.Nra•.«.H• 04:D0 • • 1B68 1821 1798 1829 • • 1829 »e«•N+»...... »rNNa«• 05:00 • • 2102 1996 2058 2052 • • 2052 •`•••'••'•"•••••..... *...... 6:00 • • • • 2007 1752 2022 1615 2035 1592 2021 1653 + • • • 2021 •••"•'............••••••`•• 1653 ••••"••••"••••`••••••••••• 7:00 08:00 * • 1241 1114 1394 1250 • • 1250 •••••*'••'•••"••"'•""••' n9:OD • • 1031 1010 1282 1108 • • 1108 ••••«.«.«»•.».+••..N.. 'Mo • + • • 706 389 717 373 956 552 793 438 w '• • • 793 N.NN»Nr««««a«««• 438 •••aaa+r..r...•aa• 1:00 Totals 0 0 17747 25581 j,G1 25789 9855 0 25905 Avg. WkDa •g. Day Peak I"' Peak II II II II II .0% .0% 68.8% 99.1% 102.2% .0% .0% 68.5% 98.7% 101.7% 11:00 11:00 1893 1666 05:00 06:00 05:00 2102 2022 2058 38.0% .0% 11:00 11:00 11:00 1780 1749 1769 05:00 12:DO 05:00 2052 1934 2052 Location RIVEN51 Segment : N10 CO Client : CITY NE Interval S Begin AM 12:00 3 2 12.15 9 12 30 6 12-45 5 01.00 3 WAS I 01 30 1 01 45 1 02,00 1 02.15 3 02:3U 2 02.45 2 03:00 2 1 03 15 1 03:30 4 03,45 4 04 OU 2 04 15 2 0430 1 04.45 2 05.00 0 05.15 0 05 3U 2 0545 0 00.U0 2 3 0615 8 06.30 10 0045 12 0700 20 11 07 15 25 0730 29 0745 38 ON ()(1 48 33 ON 15 64 ON 30 114 06 45 111 0900 62 2 01)15 69 09.30 66 or) 45 58 1000 66 2 to IS 68 IU3U 68 1045 64 11,00 57 2 11 15 70 11 30 74 1'145 58 Totals 1,318 6pbN„ 46.9 Day fut4b 4 DAY Splits 5 Pc4G I lour 08JO Volume 356 Factor 0.78 Dpla File: DOI11011 Unnvn:nue AST HIGHWAY WPORT BEA B' PM 3 69 328 79 80 100 6 74 364 113 91 86 8 90 398 124 108 76 1 73 391 95 90 133 7 85 400 94 118 103 2 109 451 102 122 Ila 2 117 452 135 108 92 2 84 245 60 63 38 7 40 120 24 30 26 55 35 146 32 33 46 66 45 141 26 38 32 59 22 6! 23 10 IO 3401 593 Transportation Studies, Inc. 1820 E. Garry Avenue, Ste. 116 Santa Ann, CA, 92705 NB AM PM 8 21 91 335 7 61 6 93 0 90 3 15 73 311 1 83 5 73 6 82 3 II 96 332 3 93 2 72 3 71 2 8 88 330 2 72 2 96 2 74 3 5 85 315 0 76 0 82 2 72 2 8 87 327 2 92 1 88 3 60 1 20 36 152 7 40 4 56 8 20 12 122 30 68 24 34 38 1 48 3 66 352 11 63 100 12 114 18 72 21 74 308 7 34 84 2 78 5 72 20 89 333 19 85 70 24 91 18 83 24 64 288 20 56 75 IS 72 9 77 12 1.491 2,407 53.1 407 819 3.898 5.3 447 05:30 08:15 01:30 492 360 344 0.91 0.79 090 SW Combined AM PM 11 44 160 663 16 140 12 173 5 190 6 21 147 675 2 196 6 164 7 168 4 19 186 730 6 217 q ISO 5 147 4 19 161 721 3 167 6 186 6 207 5 12 170 715 2 170 1 200 4 175 2 10 196 778 2 194 3 210 3 178 3 52 153 604 15 175 14 164 20 112 32 234 n4 313 49 94 67 64 86 41 114 689 51 182 164 36 228 48 183 47 06 563 42 180 153 34 144 38 130 66 153 $99 64 226 138 50 159 56 147 56 121 547 42 121 145 38 146 19 135 22 2,809 5,908 8.717 08:15 05:00 711 778 078 0.93 Site, EWPORTBCH, Date: 10,31101 Day: Wednesday ' MACARTHUR BOULEVARD NIO CAMPUS DRIVE CITY NEWPORT BEA NB AM 21 65 13 20 8 29 3 9 9 10 27 7 6 4 9 24 2 9 4 6 52 6 16 24 37 216 33 64 82 78 409 96 95 140 195 1.111 244 306 366 369 1,319 338 308 304 231 908 232 226 219 226 927 245 219 238 236 1.095 269 287 303 6.182 47.3 PM 316 1,241 290 330 305 322 1,187 289 299 277 284 1,134 286 278 286 287 1,116 262 273 294 349 1,295 314 303 329 408 1.372 398 324 242 238 706 185 146 137 140 431 93 100 98 86 339 94 81 78 86 343 76 70 77 236 63 58 38 43 143 54 26 20 9.543 494 15,7'5 48.5 0745 0445 1.391 1,459 094 0.89 S902$001 Transportation Studies, Inc: 1820 E. Garry Avenue. Ste. 116 Santa Ana, CA. 92705 SB AM PM '-13 46 307 1151 12 309 10 307 11 328 5 21 287 1.123 5 278 5 304 6 254 13 31 242 1,002 5 234 8 284 5 242 5 22 262 1,112 3 278 4 270 10 302 8 86 288 1,461 12 370 24 383 42 420 42 298 421 1,705 64 452 74 398 118 434 111 576 289 824 137 220 159 179 169 136 204 1.181 112 401 302 108 312 107 363 74 358 1,407 70 298 401 74 318 76 330 78 292 1,102 60 277 282 86 248 69 280 62 214 968 66 242 238 78 260 55 256 43 247 1.158 23 86 270 24 319 20 322 19 6,S96 9,782 52.7 506 I fi fi79 51 5 07:45 1.440 0.90 05:00 1,705 004 7� File: Combined AM PM 34 III 623 2.492 25 599 30 637 22 633 13 50 609 2310 8 567 14 603 15 531 23 58 526 2,136 12 520 , 14 562 9 528 14 46 549 2,228 5 540 13 543 14 596 14 138 637 2,756 18 684 40 686 66 749 79 514 829 3,077 97 850 138 722 200 676 189 995 527 1.530 233 405 254 325 309 273 399 2 :92 152 832 546 201 618 207 729 172 727 2,726 156 637 739 168 626 157 634 156 523 2,010 146 620 514 197 474 145 499 132 440 1.895 143 478 483 141 478 113 494 81 483 22S3 66 229 539 78 606 46 025 39 13.079 19.325 12,401 07:45 04:45 2,821 3.150 0.95 0.93 Site: EWPORTBEAC Date: 10/31/01 DOI 10198 Day: Wednesday VON KARMAN AVENUE NIO CAMPUS DRIVE NEWPORT BEACH ..SB ..... AM PM 1 12 178 671 4 182 5 154 2 157 1 3 202 650 0 182 0 142 2 124 0 1 108 433 0 106 1 126 0 93 0 3 108 430 0 H4 1 108 2 100 1 5 140 608 1 154 2 154 1 160 5 25 246 836 4 242 4 214 12 134 18 too 146 437 14 127 27 84 41 Bo 38 283 72 255 56 76 83 56 106 51 82 447 44 157 91 54 136 38 138 21 147 422 30 126 105 24 106 40 64 32 72 306 19 67 70 19 74 17 90 12 100 568 7 30 129 12 159 5 182 6 2,175 4,700 41.4 52.2 6,875 48.2 Transportation Studies, Inc. 1820 E. Garry Avenue. Slur 116 Santa Ana, CA. 92705 pB AM PM 2 7 147 609 2 146 0 134 3 182 1 5 154 612 0 ISS 2 148 2 152 1 3 128 420 0 109 1 85 1 98 1 5 106 425 0 96 3 94 1 129 1 7 94 509 1 102 3 146 2 167 5 44 187 744 8 174 13 179 is 204 24 178 163 499 29 128 48 122 77 86 94 640 64 220 130 54 174 52 242 50 281 910 44 136 237 24 218 32 174 36 142 483 18 59 131 13 10B 14 102 14 70 321 20 46 86 0 81 7 B4 10 100 472 11 21 108 4 120 5 144 1 3.075 4.300 586 47.8 7.175 51.8 Combined AM PM 3 19 325 1,280 6 328 5 288 5 339 2 8 356 1.262 0 340 2 290 4 276 1 4 236 953 0 215 2 211 1 191 1 B 214 855 0 210 4 202 3 229 2 12 234 1,117 2 256 5 300 3 327 10 69 433 1.580 12 416 17 393 30 338 42 278 309 936 43 255 75 206 118 166 132 923 136 475 186 130 257 108 348 101 363 1.357 88 293 328 78 354 70 312 57 289 905 48 185 236 37 214 54 166 46 142 627 39 113 156 28 ISS 24 174 22 200 1.040 is 51 236 16 278 10 326 7 5,350 9,000 14,251) 11:00 04'45 07:45 05:00 O7AS 05:00 568 862 978 744 1,393 1,580 078 0.88 0.87 0.91 0.96 0.91 DOI 10199 !' Site: Dam: Day: EWPORTBCH 11lOW01 Tuesday I I II Transportation Studies, Inc. 1820 E. Garry Avenue, Ste. 116 Santa Ana, CA. 92705 I� JAMBOREE ROAD NIO CAMPUS DRIVE NEWPORT BEACH NB AM 42 145 38 29 36 17 61 12 16 16 10 37 13 10 4 12 32 7 9 4 12 40 8 9 16 127 25 34 52 52 349 64 93 140 191 1,130 216 341 376 438 1,461 374 334 315 283 1.052 266 278 225 258 1,011 237 242 274 294 1,335 314 368 359 6.780 41 1 21,482 PM 456 1,614 380 408 370 360 1,456 377 323 396 409 1,469 337 342 382 380 1,576 384 422 390 396 1,605 378 395 436 560 2,098 588 484 466 448 1,675 476 380 371 328 1,083 278 255 222 202 7i9 203 182 192 206 707 190 163 148 164 418 86 90 78 78 222 44 56 44 14.702 53.3 487 07.30 05.00 1,535 2,098 0.88 089 D0I10200 SB AM 17 65 16 16 16 8 32 8 B 8 6 25 3 t0 6 6 24 6 7 5 7 63 16 14 26 50 367 78 94 145 126 782 184 189 283 326 1,672 366 482 498 531 2,180 490 592 567 544 1.746 398 402 402 322' 1.310 324 328 336 339 1.438 330 349 420 9.704 589 08:15 2,193 0.93 22,595 51.3 PM 336 1,475 385 338 416 370 1,498 396 356 376 330 1.313 338 311 334 308 1,324 338 356 322 318 1.621 429 394 480 513 2.212 631 517 551 436 IA19 376 304 301 229 688 162 154 144 161 546 134 113 138 120 415 104 104 87 78 262 74 52 58 40 118 29 19 30 12.891 46.7 05:00 2212 0.88 Combined AM PM 59 210 792 3,089 54 765 45 746 52 786 25 93 730 2,954 20 773 24 679 24 772 16 62 738 2,782 16 075 20 653 10 716 I8 56 688 2.900 13 722 16 778 9 712 19 103 714 3,226 27 807 22 789 35 916 66 494 1,073 4,310 103 1.219 128 1,001 197 1,017 179 1.131 1186 3.094 248 852 282 684 423 672 517 21802 556 1.771 592 "o 82q 409 871 366 969 3.641 363 1.325 864 337 926 295 882 330 $27 2.798 326 1,122 664 294 680 267 627 235 580 2.321 242 680 561 160 570 142 610 136 633 2,773 118 340 644 73 717 75 779 74 16.484 27,593 44.077 08.00 05.00 3,641 4.310 094 0.98 Site: EWPORTBCH Date: 11/06/01 Day: Tuesday .acattan :IRVINE E .cgrrKnt : SIO 22N 'lent : NEWPO ntenal legm AM 12.00 6 2 12.15 12 12.30• 7 12 4; 2 0118r 4 1 Ol IS 4 01 3O 6 Ol 45 5 02.00 5 1 02 IS 2 02.3u 3 0245 2 0301) 4 1 03.IS 2 03 3u 3 0144 4 04 (N) 7 3 04 15 6 0431, 7 04 45 14 0501, 18 1 OS I: 26 05 3n 33 05 45 50 MOO 60 4 0615 82 06.30 128 0644 176 0' OU 184 1,3 0- I5 292 0' 30 3B4 0145 442 08 Ou 390 1.3 ON IS 412 ON 3u 290 08 45 274 09100 216 7 09 If 179 O9 30 162 0,144 184 1000 148 6 1015 162 1036 159 11) if 161 11 Ott 154 6 11 IS 162 11 30 178 11 44 182 !orals 5.393 SPIWO 57.0 Ja) WIA 12, Ja) �pins Peak Hour 07:30 Volume 1.628 l actor 092 D,ta hle : S9075001 AVENU D STREET RT BEACH NB' PM 7 176 803 210 202 215 9 240 876 218 220 198 2 194 792 190 180 228 3 281 915 226 204 204 4 230 B54 202 218 204 27 238 922 262 202 220 46 197 600 144 137 122 02 112 395 86 103 94 66 76 312 B2 74 80 41 74 260 74 60 52 30 42 134 32 34 26 76 33 75 14 16 12 6.938 40.3 331 46.2 02:45 939 0.84 Transportation Studies, Inc. 1820 E. Garry Avenue, Ste, 116 Santa Ana, CA. 92705 SB AM PM 16 48 300 1.017 19 26B 8 225 5 224 9 26 210 875 7 226 6 203 4 231 5 11 242 1.025 1 224 3 274 2 285 4 14 236 1,038 3 234 2 264 5 304 2 26 319 1,417 6 326 5 360 13 412 7 84 358 1,723 21 442 25 473 31 450 33 300 444 1.369 45 364 92 308 130 253 132 740 208 698 214 190 228 159 166 141 204 723 118 414 Is$ 114 167 82 194 100 164 048 90 344 178 110 148 64 158 80 162 585 BI 222 144 64 132 45 147 38 206 859 40 12: 190 32 238 32 225 18 4,064 10,270 43.0 59.7 14-334 53.8 11:00 05:15 859 1,809 0 90 0.96 T10 Pile: Combined AM PM 22 75 476 1,820 31 478 IS 427 7 439 13 4$ 450 1.751 II 444 12 428 9 429 10 23 436 1.817 3 414 6 454 4 513 8 27 517 1,953 5 460 5 468 9 508 9 60 549 2,271 12 528 12 $78 27 616 25 2111 506 2.645 47 704 58 675 81 670 93 746 641 1.969 127 508 220 445 306 375 316 1.042 320 1.093 $06 276 612 262 608 233 594 2,089 194 726 570 196 457 156 468 ISO 380 1,389 104 604 357 184 310 124 342 132 310 1.213 123 362 306 96 291 79 309 64 360 1.535 73 197 352 46 416 48 407 30 9,457 17,208 3(I.665 07:30 05:13 2,384 2.690 o 97 096 Site: EWPORT BCH Date: 10130)01 D0110206 , Day: Tuesday a-� Transportation Studies, Inc. 1920 E. Garry Avenue. Ste. 116 Santa Ana, CA. 92705 : DOVER DRIVE : NIO COAST HIGHWAY File: : NEWPORT BEACH Combined NB AM SB PM AM PM AM 45 168 PM 224 1,039 30 85 260 1.136 75 253 484 2.175 36 259 27 268 63 527 52 267 13 300 65 567 35 289 15 308 50 597 30 84 284 1,080 15 56 278 1,106 45 140 562 2.186 14 282 10 258 24 540 23 270 18 274 41 544 17 244 13 296 30 540 IS 55 2 I,028 6 25 230 9% 21 80 484 2.024 14 23300 9 262 23 492 14 274 4 241 18 515 12 270 6 263 18 166 45 533 2.257 8 24 278 1.145 8 21 260 1.112 4 247 5 282 539 7 283 6 270 13 553 5 337 2 300 7 637 6 21 316 1.292 7 28 270 1.058 13 49 586 2,350 8 326 6 238 14 564 5 352 4 286 9 638 2 II 264 13 562 4 26 46 348 1,756 17 136 273 1,120 21 162 621 2,478 3 324 20 279 23 603 10 342 50 310 60 652 9 344 49 258 58 602 15 101 405 1,439 62 450 237 777 77 551 642 2.216 22 349 86 192 108 540 26 384 129 194 135 578 173 154 211 456 40 40 241 279 278 942 189 962 144 522 229 I.703 422 1,464 56 253 262 140 318 393 55 218 263 120 318 344 90 193 248 112 338 305 120 606 212 662 210 1,027 82 435 330 1,633 294 1.0977 130 194 259 93 389 287 169 135 266 104 434 239 188 121 292 156 480 277 180 809 87 363 272 953 114 361 452 1.762 201 724 185 88 216 101 401 189 174 102 219 68 393 170 2 86 246 78 516 4I8 1,781 164 168 602 220 889 108 428 198 692 60 1 4 182 230 134 205 48 435 203 102 250 32 453 134 236 84 239 34 93 475 422 1.859 I18 132 351 220 916 100 265 202 942 32 98 234 71 220 27 454 74 236 50 256 24 492 226 44 264 10 490 9.517 54 19.931 3,940 11,041 5.577 8.890 41.4 554 58.6 44.6 14.981 14.467 29.448 50.9 49.1 08.15 12.15 11.00 1,856 05:15 .499 2096 926 1,481 1,089 0 93 1,154 0.94 094 0.98 0.91 �\ 1 S309S002 Site: EWPORTSCH Date: 11/01/01 DOI11013 Day: Thursday Transportation Studies, Inc. 1820 E. Garry Avenue, Ste. 116 Santa Ana. CA. 92705 Location : JAMBOREE ROAD Segment : E.BLUFF DR/FORD TO SAN JOAQUIN Client : CITY NEWPORT BEA Interval NB - SB - Combined Begin AM PM AM PM AM PM 12.00 32 129 '374 1.511 - so 90 US 1.616 62 219 762 3.127 12:15 32 400 31 389 63 789 12:30 43 330 18 428 61 758 12,45 22 407 11 411 33 818 01,00 IS 39 388 1,508 10 38 368 1,483 25 77 756 2,991 01"15 8 402 8 313 16 715 01.30 12 338 11 420 23 758 0145 4 380 9 382 13 762 02•00 12 36 397 1,616 7 33 356 1,455 19 69 753 3,071 02:13 6 366 12 336 is 702 02.30 11 428 3 363 14 791 02:43 7 425 11 400 IS 825 03:00 3 23 490 1098 10 38 474 1,752 13 61 904 3,550 03.13 3 439 12 502 15 941 03:30 7 461 6 390 13 851 0345 10 408 t0 386 20 794 04:00 10 61 518 1,996 IS 87 460 11828 25 148 978 3,824 04-15 10 462 4 410 14 $72 04:30 17 540 24 443 41 983 04�45 24 476 44 515 68 991 0500 22 206 607 1.955 32 412 $52 2.221 54 618 1.159 4.176 05.15 40 514 88 566 128 1.080 05�30 56 478 112 581 168 1.059 0543 88 356 180 522 268 $78 06.00 112 624 365 1,120 155 963 430 1,470 267 1,587 795 2.590 06.15 136 283 194 405 330 688 0630 152 246 266 345 418 591 0t+45 224 226 348 290 572 516 0700 263 1,653 238 820 308 1,005 258 862 571 3.2158 496 1.682 07 15 400 195 359 202 759 397 0730 510 206 404 201 914 407 07.43 480 181 $34 20I 1,014 382 O8.00 4�14 1,510 208 $16 437 1.729 182 690 871 3,239 390 1.506 08-15 416 200 464 162 880 362 09 30 380 200 396 162 776 362 0845 280 208 432 184 712 392 09100 328 1.214 230 816 294 1,341 196 628 622 2.555 426 1.444 09.13 302 254 346 172 648 426 0930 286 184 327 148 613 332 0945 298 148 374 112 672 260 I0n0 276 1,174 132 421 308 1.252 120 414 584 2,426 252 835 10 15 270 122 314 110 584 232 IU 30 310 83 292 112 602 195 Iu 45 318 84 338 72 656 I56 I I nn 290 1,397 75 248 326 1.428 54 186 616 2.815 129 434 II is 332 70 292 52 624 122 113U 383 58 400 48 783 106 1145 382 45 410 32 792 77 Totals 8,056 14,625 9,016 14.605 17,072 29:30 SpliPro 47.2 50.0 52.8 SO.0 flat I'ulds 2201 23,621 46.JU2 Da} Splits 49.0 51.0 Peak Hour 07:30 04:30 07:30 05:00 07:30 04'45 Volume 1.840 2,137 1.839 2.221 3.679 4.289 Factor 0.90 0.88 0,86 0.96 091 0.93 Data File : DOI10207 . ,11�. - Day: Site: Date: 3-+ , EWPORTBCH 10/31/,01 Wednesday ' 11 11 11 I 11 11 it 11 11 11 Location : JAMBO gment : N10 CO tent : CITY N .,erval Begin AM 12.00 19 5 '12:15 14 12.30 14 12.45 10 '01•00 1 1 01 15 0 01 30 6 '01-45 3 )21t10 4 2 02•I5 8 02.30 9 3245 4 03:00 4 1 03.15 4 ')3:30 2 )3.45 4 04:UO 5 3 94:15 6 ')4.30 12 0445 14 05:00 17 18 IS Is 36 )5:3U 56 0545 73 8rt10 82 51 I6 15 125 0630 I18 96 45 188 1700 248 1.3 J7 13 356 07 30 402 '17.45 392 18:00 394 1,3 08 IS 364 '16 3U 281 143 290 Uri U0 240 8 99 I5 242 9 30 199 .045 218 1000 183 7 '0.15 168 U 200 JU 200 IU45 208 1 0" 182 8 1 IS 197 , 130 263 11 45 206 ,21s 6.071 6 ti, 55.0 I)a) rutals 14. 'I Splits 4 Peak Ilour 07:30 Volume 1,552 'P tur 0.97 Juta Pile . DOI 11014 N REE ROAD AST HIGHWAY EWPORTBEA B PM 7 ' 207 '922- 222 225 268 0 246 920 226 226 222 5 256 949 205 234 254 4 248 986 240 268 230 7 251 935 232 232 220 2 249 951 265 230 207 3 176 608 136 146 150 98 146 535 112 139 138 29 156 637 161 148 172 99 168 575 168 133 106 59 104 284 75 51 54 48 47 167 57 33 30 8,469 41.9 540 6.5 02:45 1,010 0.94 Transportation Studies, Inc. 1820 E. Garry Avenue, Ste. 116 Santa Ana, CA. 92705 SB AM PM 19 63 273 1,073 19 262 13 278 12 260 6 18 252 1.077 2 233 6 306 4 286 4 19 266 1,089 6 252 6 287 3 284 5 21 312 1,300 6 348 6 326 4 314 3 24 354 1,683 6 419 5 429 10 482 18 122 536 2,091 22 560 37 504 45 491 60 385 384 1.221 62 332 118 291 145 224 136 755 215 674 149 170 206 150 264 139 250 974 154 597 226 144 256 147 242 152 187 813 133 509 210 154 190 120 226 102 210 801 82 300 184 88 216 76 191 54 212 972 47 143 230 37 256 33 274 26 4,967 11,757 45.0 58.1 16.724 53.5 Combined AM PM 38 120 ' 480 1,995 33 494 27 503 22 $28 7 28 498 1,997 2 459 12 532 7 508 8 44 522 2.038 14 457 IS 521 7 539 9 35 560 2.286 10 588 8 594 8 544 8 61 605 2.618 12 650 17 661 24 702 35 304 785 3,042 58 825 93 734 118 698 142 898 560 1,829 187 468 236 427 333 374 384 2,153 361 1.209 505 282 608 289 656 277 644 2,303 310 1.234 590 305 537 295 532 324 427 1,712 301 1,084 452 322 389 253 444 208 393 1,560 186 584 352 163 416 127 399 108 394 1,820 94 310 427 94 519 66 480 56 11,039 20226 31,204 07.45 05:00 07:30 04.45 996 2,091 2,408 3,046 0.94 0.93 0.95 092 /-9 Site: EWPORTBCH Date: 10131/01 Day: Wednesday Localion : NEWPORT CENTER DRIVE .Segment : NIO COAST HIGHWAY ('I,enL : NEWPORTBEACH interval NB Begin AM PM 12.00 4 12 136 585 12 15 4 140 12.30 3 144 1245 1 165 01 011 1 10 148 570 01 15 2 142 01 3(1 4 126 0143 3 154 02.00 3 8 139 503 02 13 0 107 02 3O 4 122 0245 1 135 03 00 1 2 96 473 03 15 0 129 0330 1 116 03.45 0 132 04,00 0 it 109 396 04 I5 3 89 04.30 T 114 0445 5 84 OS 9u 13 79 94 401 05 IS 8 97 OS 30 22 84 0545 36 126 OW00 36 209 75 338 06 15 48 93 030 40 86 0(, 4S 85 84 0"01) 76 469 64 211 07 I5 112 43 0- 30 110 52 0745 170 52 u8 00 168 626 37 114 OS IS 161 29 OS 30 134 29 045 163 19 0906 123 452 21 76 09 1$ 114 22 093u 83 IS 0945 132 18 l0 00 88 474 16 51 Ili IS 126 IS 16311 121 7 10 4$ 139 13 11 00 136 $67 11 28 11 IS 138 7 11,30 143 3 1145 150 7 1uu1, 2.918 3,746 Split'% 67A 39.6 Da) 1'01als 6.664 w) sprit, 48.3 11cu1 Hour 07:45 12:30 Volume 633 599 Fuctor 0.93 0.91 Datu File S920SO02 Transportation Studies, Inc. 1820 E. Garry Avenue..Ste. 116 Santa Ann, CA. 92705 SB AM PM 28 61 162 574 Is I" 12 122 6 146 13 26 146 539 7 127 3 142 3 124 1 3 I55 601 1 136 1 149 0 161 0 3 174 660 0 ISO 3 174 0 162 1 4 134 739 I 177 1 196 1 182 1 18 264 832 3 202 6 212 8 154 10 41 180 $49 6 137 8 128 17 104 Is 77 90 350 20 96 21 80 21 84 32 148 84 311 38 75 32 76 46 76 52 205 103 319 39 80 54 61 60 75 62 323 64 163 80 50 84 30 97 19 109 505 IS 69 126 12 128 28 142 14 1,414 5.706 32.6 60.4 7.120 51.7 11:00 04.45 505 860 0.89 0.81 SlPi File: Combined AM PM 32 73 298 1,159 19 284 IS 266 7 311 14 36 294 1.109 9 269 7 268 6 278 4 II 294 1,104 1 243 5 271 1 296 1 5 270 1.133 0 279 4 290 0 294 1 15 293 1.135 4 266 4 310 6 266 14 97 358 1,233 II 299 28 296 44 280 46 250 255 887 54 230 48 214 102 188 91 545 154 561 132 139 131 132 191 136 200 774 121 425 199 104 166 105 209 95 173 657 124 395 153 102 137 76 192 93 150 797 80 214 206 65 205 37 236 32 244 1,072 2¢ 97 264 19 271 31 292 21 4,332 9,452 13,784 11,00 04:30 1.072 1.233 092 0 86 Site: Date: Day: 'i�2 EWPORTBCH Iii01'01 D0111015 Thursday ' Transportation Studies, Inc. 1820 E. Garry Avenue, Sit. 116 ' Santa Ana, CA. 92705 Imcaliun AVOCADO AVENUE gment N10 COAST HIGHWAY File: lent : NEWPORTBEACH Combined ,.renal NB AM SB PM AM PM Begin AM PM 4 14 146 522 5 22 246 990 12 U 12.15 1 3 8 1 114 468 3 126 6 5 240 252 3 128 1245 2 1 4 122 6 252 IY 2 13300 1 6 122 477 1 8 242 949 01 of) 0 2 120 472 0 240 ' 0115 0 109 0 131 3 245 01 30 0 117 3 128 4 232 UI 45 2 126 2 0 I 96 113 $08 1 2 247 998 ' 02 U11 I I 134 490 222 02 IS 0 112 1 110 1 0 263 02-30 0 124 0 139 0 266 ' 02.65 0 120 no 110 406 p 2 5 146 126 525 i 6 234 931 0.1011 0 I 138 238 03 15 1 100 2 0 135 0 236 03. 0 101 I 128 1 223 ' 0343 0 95 1 3 150 594 1 19 239 942 04.00 0 16 89 348 148 6 240 84 j11 94.15044 6 3 92 87 0 0 138 3 9 235 238 2 158 ? 7 80 I 10 208 679 51 1.003 OS 011 7 41 56 324 I 168 13 2 O 03 15 12 1 13 250 ' 05. 10 96 86 3 164 139 17 219 OS 43 12 SO 5 6 56 142 436 24 167 202 663 )6 011 18 111 60 227 114 42 186 ' )6 15 28 72 14 84 40 132 Oil3u 26 48 14 22 96 61 1 43 ' 06 4; 07•01I 39 56 370 47 48 168 24 124 78 63 268 80 105 494 126 102 436 07.15 78 J9 27 31 59 130 101 07 Jtl 99 42 4 2 68 179 107 074j 137 39 45 206 62 193 153 675 84 271 ' 18011 108 469 22 78 43 156 55 (39% IS 1 12 52 47 168 b9 ' 7K 3n )K 45 1,g 138 22 22 49 60 41 198 181 722 63 65 222 435 B 46 67 287 57 176 01) oil 11414 fi7 36 184 51 09 Ni 117 IS 71 35 164 49 19 30 93 14 48 193 57 ' )945 III 9 44 82 61 313 32 91 171 765 55 135 1001) 110 450 23 26 185 36 10 15 III 10 74 20 205 23 111311 IIS 3 90 90 13 204 21 1114i 1 8 14 106 457 15 47 2;g 695 2 61 11 (11) 126 438 5 12 18 111+ 98 6 1 130 97 11 201 12 II 3u 104 9 234 11 II45 110 2 124 1.484 4,516 3.826 7.601 tars 21.2 3.0 36.8 59.4 ' :It"'. 61: 6? 40.6 Ira) I'otale 5.427 6.0011 11.427 ) 1ptits 47.5 525 Peak Hour 08:30 01:45 11:00 04:45 11:00 895 0445 1.02'_ \'ulume 488 496 457 0.88 698 0.84 0.96 095 ' :tur 0.88 0.93 I Data Hie. S918SO02 `� Site: EWPORTBCH Date: 11101/01 DOI I101b Day: Thursday Transportation Studies, Inc. 1820 E. GatryAvenue, Ste. 116 Santa Ana, CA. 92705 Ideation : MAC ARTHUR BOULEVARD Segment : FORD/BONITA CYN TO SAN JOAQUIN Client : CITY NEWPORT 13EA Intenal NB Begin AM PM AM PM 12:00 48 164 460 1.874 25 88 468 1.886 12,15 38 456 33 SIB 12,30 34 495 22 450 12.45 34 463 8 450 01.00 26 99 468 1,867 26 79 446 1,804 01 IS 25 452 17 430 01 30 30 471 19 448 0145 IS 476 17 480 02:00 15 56 551 2.060 14 47 404 1.696 02Is 15 469 10 404 02:30 14 530 14 418 02,43 12 510 9 460 03:00 9 35 579 2.165 10 56 425 1.773 03 15 6 512 13 486 03.30 7 558 12 410 0345 13 316 21 452 04:00 14 75 552 2,270 15 112 398 1.601 WAS 11 600 26 435 04.30 22 566 33 406 Oa 45 28 552 38 362 05 UU 38 301 647 2.384 44 248 430 1.964 05 15 58 636 69 546 US 30 90 578 66 478 0543 115 523 69 SIO 06 UU 137 808 474 1,697 150 962 404 1.605 06 IS 168 427 190 458 06.30 240 398 254 380 06,45 263 398 369 363 07.OU 357 1,769 320 1.141 318 1,718 345 1.168 07 13 366 336 425 292 0731) 547 ;47 447 266 0743 499 .38 528 265 08:00 528 1,984 244 932 462 2,099 146 671 08 13 534 228 522 161 0830 453 239 553 ISO 084, 469 222 562 184 09611 415 1.631 266 938 540 1.894 152 632 0911 415 234 408 156 09 3U 386 230 430 150 09 45 415 208 516 174 10 OU 410 1.534 170 541 352 1.530 124 410 10)5 343 143 393 106 IU 39 398 126 372 102 1045 383 102 413 78 11 UO 388 1,687 104 314 423 1,773 78 198 II 15 438 68 429 43 11 30 425 74 428 47 II 45 436 68 493 30 Totals 10,133 18,1.33 10.606 15.398 SPhN'o 48.9 54.1 51.1 45.9 U41 futile 28.316 26,004 Day Splits 52.1 47.9 Peak Hour 07-30 04AS 08:15 05t00 Volume 2.108 2.413 2.177 1.904 Factor 0.96 0 93 0.97 090 Te Combined AM PM 73 242 928 3.760 71 974 56 945 42 913 52 178 914 3,671 42 882 49 919 35 936 29 103 955 3,746 25 873 28 948 21 970 19 91 1.004 3,938 19 998 19 968 34 968 29 187 950 3.871 37 1,035 55 972 66 914 82 349 1,077 4,348 127 1,182 156 1.056 184 1.033 297 1,770 879 3,302 358 885 494 778 631 761 67$ 3,487 665 2.309 791 628 994 513 1,027 503 990 4,083 390 1.603 1.056 389 1,006 418 1,031 406 955 3.525 418 1.570 823 390 816 380 931 382 762 3,064 294 951 736 249 770 228 796 ISO 811 3,460 182 511 967 111 853 121 929 98 20.739 33.581 54,320 08.00 05:00 4.083 4,348 0.97 0.92 Site: Date: sa EWPORTSCH t 11/01/01 Day: Thursday ' 11 I 11 I 11 I 1 i 1 Data File: DO)10208 Transportation Studies, Inc. 1820 E. Garry Avenue. Ste. 116 Santa Ana, CA. 92705 MACARTHURBOULEVARD N/O COAST HIGHWAY Pilo : NEWPORTBEACH SB Combined NB PM AM PM AM PM AM 41 114 224 914 19 66 272 982 60 180 496 1,696 20 216 21 238 41 454 16 250 20 218 36 468 37 224 6 254 43 22 107 478 479 1,925 15 57 261 1,003 14 50 218 922 477 12 235 10 242 437 18 235 q 202 27 29 532 12 272 17 34 260 257 986 12 58 535 1,922 6 24 278 1.036 6 22 429 10 235 12 194 12 496 4 278 8 208 12 472 4 2 g _ 4 29 227 238 1,042 8 50 505 2.165 4 21 267 1,123 523 4 255 7 266 II 10 572 6 322 4 250 21 565 7 279 14 8 59 286 270 1,129 16 104 558 2,183 8 45 288 1,054 23 554 9 256 14 296 29 555 12 266 17 289 36 516 16 242 20 33 182 274 336 1.421 55 397 6632 2,439 22 215 296 1,018 68 40 273 28 354 117 598 69 227 48 371 157 582 84 222 73 92 572 360 334 1:00 180 1,208 596 2,055 88 636 262 855 276 240 462 UI 186 109 183 312 389 526 206 214 188 278 399 471 211 193 179 594 196 825 843 408 2.151 431 1.437 272 1,326 201 2252 38 505 396 304 159 204 185 584 322 380 137 224 169 594 288 370 120 110 433 188 853 158 555 522 2,170 268 988 334 1,317 219 124 587 255 368 131 200 136 489 238 299 102 246 137 572 227 326 262 1,041 90 116 446 228 890 145 544 490 1.937 990 276 114 184 139 460 261 53 235 110 222 134 457 244 228 106 262 126 530 232 229 866 101 313 214 799 98 282 443 1.665 199 595 206 84 186 78 }92 IG2 217 68 193 62 410 130 214 60 206 44 420 415 1918 104 I I g 3o4 225 961 60 196 190 957 58 IGB 98 250 52 222 46 4 i r )0 238 236 40 484 58 238 34 309 5,322 24 9.974 547 11.945 18.959 6,623 8.985 55.4 47.4 44.6 52.6 I S.U(Ig 5,296 10.91A 50.5 49.5 I1:00 05:00 07:30 2297 05:00 2.430 I ,452 1,452 1,147 1,147 957 1,4.1 0.96 0.06 0.96 0.96 0.89 0.77 S912SO02 Site; EWPORT BCH Date: I Vol;oi DOI11017 Day: Thursday Location : GOLDENROD AVENUE Segment : N,000AATHIGHWAY Chem : CITY NEWPORT BEA Intenal S8 Begin AM PM 1200 4 6 41 * 140 12.13 1 35 12 30 1 32 1245 0 32 01 00 1 3 38 132 01 IS 0 32 01 30 0 35 01 45 2 27 02(11) 0 0 22 143 02 IS 0 3$ 02 ,It 0 36 U2 45 0 50 03 (10 0 0 23 99 0.113 0 28 03.31) 0 24 03 45 0 24 04 Oil 0 0 25 97 0) 15 0 22 a4 3u 0 29 OJ 45 0• 21 04011 0 4 26 110 05 15 1 34 i14 30 1 24 OS 45 2 26 w b0 6 27 19 80 li 8 27 40 3a 18 uo JS 6 16 9" Ui 12 51 20 72 a' 15 13 20 4 :) 8 22 1'=+ 18 10 as 1n 19 81 16 49 9r i5 26 11 nx3n IS 12 9S J5 21 10 09 U9 21 80 14 28 09 15 10 10 Uo 30 21 2 Oa 45 28 2 lu 01 21 87 4 10 !'1 15 19 4 „N1 22 1 1, J5 25 1 I I un 32 134 4 7 11 15 24 0 Ilia 42 1 11 J4 36 2 64al. 473 967 1nhr. 721 639 Da% IotalS 1.440 Da) "phis 66.4 Pcuk liour 11,00 02:15 \divine 134 144 Factor 0.80 0.72 • Data File. DOI 11018 Tr2nsport2tion Studies, Inc. 1820 E. Garry Avenue. Ste. 116 Santa Ana, CA. 92705 NB Combined AM PM AM PM 0 0 19 64 4 6 60 204 0 13 1 48 0 16 1 48 0 16 0 48 0 0 18 67 1 3 56 199 0 15 0 47 0 IS 0 $3 0 16 2 43 0 0 i8 60 0 0 40 203 0 10 0 45 0 13 0 49 0 19 0 69 0 0 16 56 0 0 39 155 0 12 0 40 0 IS 0 42 0 10 0 34 0 0 16 65 0 0 41 162 0 18 0 40 0 17 0 46 0 14 0 35 0 2 13 65 0 6 39 173 0 18 1 52 2 16 3 40 0 IS 2 44 1 3 13 49 7 30 32 129 0 17 8 44 1 9 8 27 1 10 7 26 4 27 16 u 16 78 36 116 5 12 IS 32 8 10 15 32 10 6 .8 16 10 28 12 42 29 100 2R 91 8 10 34 21 6 12 21 24 4 8 25 18 6 41 2 13 27 121 16 41 15 2 25 12 10 3 31 5 t0 6 38 8 12 34 $ 19 33 121 9 29 8 8 27 12 4 2 26 3 10 4 35 5 6 48 0 2 38 182 4 9 6 2 30 2 IS 0 60 1 )8 0 54 2 133 346 06 1513 27 9 361 729 2.161) 33.6 11:00 12:45 11.00 12:00 48 67 182 204 0.67 0.93 0.16 015 5-�z I Site ENVPORT BCH Dale 11 01 01 Day. Thursday ' 1 Location c-gment ent enal Begin 12.00 ' 11,15 1230 12 43 31 00 11 I5 01 30 ' )2.00 U271 I435 02 30 t3 45 )3 UU 03 I5 )3 30 ' 13 45 0400 04.15 4 3U j4 45 05•00 5.10 ' 5 30 05.45 'U UII 615 U6 lU 01,45 ' 7 UU 115 01 3u 745 Y UU o8 13 -18 30 8 45 ,9•()U 09 IS 930 945 10 00 ' U15 U 3d I ll 45 II Uo ' I IS 13U II 45 MARGUERITE AVENUE N/O COAST HIGHWAY CITY NEWPORT BEA SB AM PM 6 13 60 269 3 70 1 79 3 60 4 7 84 291 2 82 0 68 1 57 0 4 80 2$6 1 59 2 56 1 61 0 3 76 274 3 58 0 70 0 70 1 3 72 299 1 88 1 70 0 68 5 21 77 316 3 81 4 80 9 78 8 53 65 242 10 69 IS 64 20 44 37 160 33 147 42 35 33 44 48 35 51 200 25 89 46 18 47 22 56 24 30 190 13 63 61 15 57 18 42 17 66 217 11 46 43 11 54 14 54 10 60 263 6 25 66 8 63 5 74 6 1,134 2,316 55.6 56.9 D45 Gitals 3,450 Splits .Hour 56.5 11:00 05:00 Volume 263 316 F —or I. 1.Ita File • 0.89 0.98 DOI11019 Transportation Studies, Inc. 1820 E. Garry Avenue. Ste. 116 Santa Ana, CA. 92705 NB AM PM 4 15 52 192 4 38 4 48 3 54 3 5 46 186 1 47 0 53 1 40 0 4 51 192 1 45 2 42 1 34 1 3 50 182 1 44 1 45 0 43 0 2 43 236 1 69 0 62 1 62 0 6 55 265 1 78 3 68 2 64 0 25 66 235 2 61 10 66 13 42 30 117 34 105 is 29 30 20 39 - 22 46 171 16 60 40 10 41 IS 44 16 45 182 18 63 41 19 44 16 52 10 45 178 5 23 49 8 36 5 48 5 46 198 6 16 44 2 58 4 50 4 906 1.755 44.4 43.1 2.061 43.5 11:00 05:15 198 276 0.85 0.88 Combined AM PM 10 28 112 461 7 108 5 127 6 114 7 12 130 477 3 129 0 121 2 97 0 8 131 448 2 104 4 98 2 115 1 6 126 456 4 102 1 115 0 113 I 5 115 534 2 157 1 132 1 130 5 27 132 581 4 159 7 148 II 142 8 78 131 477 12 130 25 130 33 86 67 277 67 252 60 64 63 64 87 57 97 371 41 149 86 28 88 40 too 40 75 372 31 126 102 34 101 34 94 27 Ill 395 16 69 92 19 90 19 102 IS 10b 461 12 41 110 to 121 9 124 10 2,040 4,071 6.111 11:00 05:00 461 581 0.93 091 sg Site: EWPORTBCH Date: 1 1/01/01 Day: Thursday Location r POPPY AVENUE Segment NIO COAST HIGHWAY Client c NEWPORTBEACH Interwl NB Begin AM PM 12.00 4 7 16 56 12.15 2 16 12 30 0 8 12 45 1 16 UI 110 0 1 7 37 01 1$ 0 8 01.30 0 12 0143 1 10 0200 0 2 10 56 02 15 0 22 02 30 2 9 0345 0 15 03•00 0 0 12 61 03 15 0 14 0330 0 20 0345 0 15 04 U0 0 1 21 68 04 13 1 17 0410 0 18 04 45 0 12 051011 1 6 14 57 0315 2 IS 05 311 0 14 0$ 4$ 3 14 06•0O I 10 12 46 06IS 2 13 06.10 4 9 0045 3 12 07 UO 1 22 6 33 0715 6 7 )7 30 8 11 074$ 7 9 OB U0 11 47 7 22 0915 14 3 983d 8 6 0845 14 6 0900 12 47 6 18 0e I$ 14 6 09 lu 10 4 0045 11 2 IV on 12 37 5 12 IU I$ 10 3 10 31) 6 2 104$ 9 2 11 00 16 62 2 6 1113 19 1 1130 10 2 11 45 17 1 Tutuk 242 472 SP111116 47.9 434 U4i Itilds 714 Day splits 44.8 Pcal, Four 11:00 03:30 Volunx: 62 73 Fuels 082 0.87 Data filc : DOI 11020 Transportation Studies, Inc. 1820'B. Garry Avenue. Ste. 116 Santa Ana, CA. 92705 SB AM PM AM 2 2 14 78 6 0 28 2 0 23 0 0 13 1 0 0 18 80 0 0 26 0 0 18 0 & 18 1 0 1 24 B7 0 0 29 0 1 13 3 0 21 0 0 0 14 70 0 0 25 0 0 15 0 0 16 0 0 0 28 108 0 0 25 1 0 27 0 0 28 0 0 4 24 8b I 0 30 2 2 18 2 2 14 $ 2 13 8 34 3 1 t0 3 2 4 6 8 12 11 5 37 4 22 6 10 8 16 12 6 20 10 4 17 16 47 2 20 27 11 6 25 8 8 16 12 4 26 19 56 5 12 31 9 4 23 16 0 26 12 3 23 16 52 6 1$ 28 I8 5 28 10 2 to 8 2 17 10 51 1 4 26 13 2 32 14 0 24 14 1 31 263 616 $03 52.1 36.6 870 5s 09:30 04:30 11100 62 109 113 0.86 0.91 ass 1 ^ Combined PM 9 30 134 44 31 29 1 25 117 34 30 28 3 34 143 51 22 36 0 26 131 39 35 31 1 49 176 42 45 40 10 38 143 45 32 28 23 20 80 23 13 24 59 10 55 15 17 13 94 9 42 9 14 10 103 11 30 10 4 5 89 11 27 8 4 4 113 3 10 3 2 2 1.088 1,993 04:00 176 0.90 Col Site: EWPORT13CH Date: 11/01101 Day: Thursday ' 1 ' t Transportation Studies, Inc. 1820 E. Garry Avenue, Ste. 116 Santa Ana, CA. 92705 l.oca0 nt Cegmen, ; BONITACYNDRTOSR73FWY Itent : CITY NEWPORT BEA NB SB ,serval Begin AM P.:. PM 12:00 9 23 72 _ ..AM 298 8 29 50 212 6 74 9 68 '1215 12 30 2 80 5 38 12 45 6 72 7 56 0100 3 7 86 331 1 12 65 232 01.15 2 82 3 62 U130 1 92 4 56 01 45 1 71 4 49 1 4 75 377 3 10 58 298 '02.UU 02.15 1 80 1 69 02.30 1 112 4 91 02.45 1 110 2 80 03,00 1 3 139 594 1 2 74 326 03.15 1 146 0 88 03 30 0 173 0 85 '03 45 1 136 1 79 0400 0 9 90 396 0 3 82 342 0413 4 102 2 84 30 3 100 0 86 '04 04.45 2 104 1 90 05,O0 5 40 125 387 7 30 98 437 15 12 107 6 118 '05 0530 10 90 6 112 0545 13 65 11 109 0000 33 198 78 225 20 244 91 340 '06 15 33 42 40 80 86 83 00.30 58 57 0645 74 48 104 80 100 671 34 131 96 355 66 229 '0700 07 15 148 32 78 54 07 30 217 30 93 56 17,41 216 35 88 52 '0800 150 614 27 103 47 243 36 143 08 15 160 28 78 45 0830 134 21 58 40 170 27 60 22 '0843 09100 130 424 13 91 52 194 35 149 04 Is 110 33 38 50 0930 92 25 47 29 09 45 92 20 57 35 10100 78 270 22 49 40 182 32 97 W 15 64 9 40 28 66 11 52 22 'IU.30 1043 62 7 50 I5 II 00 76 307 9 37 62 215 13 42 II 13 74 13 44 9 1130 77 10 60 9 1145 80 5 49 11 ' tals 2,570 3,019 1,519 1846 IiP'> 62.9 515 37.1 48.5 ' Duyfulals 5,589 '"^y Splits 56.1 aA Hour 07:30 03:00 Vulmne 733 594 encior 0.84 086 ' Data File . D0I 10210 4.365 43.9 06:45 05.00 371 437 0.89 0.93 Combined AM PM 17 52 122 510 IS 142 7 118 13 128 4 19 151 563 5 144 5 148 5 120 4 14 133 675 2 149 5 203 3 190 2 5 213 920 1 234 0 258 2 215 0 12 172 738 6 186 3 186 3 194 12 70 223 824 18 225 16 202 24 174 53 442 169 565 73 129 138 140 178 128 196 1,026 100 359 226 86 310 86 294 87 197 857 63 246 238 73 192 61 230 49 182 618 48 240 148 83 139 54 149 55 118 452 54 146 104 37 118 33 112 22 139 522 22 79 118 22 137 19 129 16 4,089 5.865 9,954 07:30 03.00 1,039 920 0.84 0.89 Site: EWPORT BCH Date: 11.101!01 Day: Thursday I.ocallon : NEWP .Segment : N/O CO Client : CITY N Interval Bdgtn AM 1200 14 1213 4 12 30 4 1245 4 01-00 3 1 01.15 2 01 30 3 01 '45 2 02.00 2 0215 3 02:30 2 02 45 1 03 OU 1 03 15 1 03,311 2 03 45 4 04 00 4 04 15 6 04 3u 4 0443 7 0500 9 06.15 21 05 30 16 OS 45 23 0600 29 3 06 13 53 06 3U 101 06.45 142 0700 150 7 07 15 188 of 30 217 0' 43 176 08 Uu 224 7 U8 13 220 0930 159 0645 138 09 Un 166 5 09 13 117 U9 30 113 0943 106 I1r00 78 3 11) 13 106 10 3u 107 IU 45 88 11 Uu 94 3 II IS 96 1130 102 11 45 87 iuta6 3.199 ]pht"L 625 Da) Iowls 6. Day .splits Ptak Hour 07 30 Volume 837 haclur 0.93 ORT COAST DRI V E AST HIGHWAY E,WPORT BEA NB PM 26 96 406 102 112 96 0 86 352 84 86 96 8 82 369 95 94 98 8 104 426 94 130 98 21 81 342 97 90 74 69 96 308 84 61 67 25 58 228 64 58 48 31 34 130 28 38 30 41 41 121 30 24 26 02 26 112 29 25 32 79 22 82 27 22 11 79 21 55 10 14 10 2,931 41.2 130 s0.2 02:45 426 0.82 1820 E.Garry Avenue, Ste, 116 Santa Ana, CA. 92705 SB AM PM 6 20 98 376 $ 84 6 104 3 90 6 17 92 407 1 108 5 103 $ 104 3 11 88 403 4 97 3 102 1 116 2 11 92 534 3 139 4 152 2 131 0 9 122 536 0 128 5 104 4 172 5 31 142 692 2 186 14 184 10 180 IS 162 127 464 30 123 38 124 76 90 74 320 98 295 76 82 94 63 76 52 73 32, 46 152 76 42 84 41 94 23 89 309 38 175 76 56 64 44 80 37 67 302 32 93 82 33 78 14 75 14 91 398 28 55 104 13 95 10 108 8 1,917 4.176 37.$ 588 6.091 49A I1:00 05:00 398 692 0.92 0.93 Combined AM PM 20 46 194 782 9 186 10 216 7 186 9 27 173 759 3 192 8 189 7 200 5 19 170 772 7 192 5 1% 2 214 3 19 196 960 4 233 6 282 6 249 4 30 203 868 6 225 9 194 11 246 14 100 238 1,000 23 270 30 245 33 247 47 487 Is$ 692 83 187 139 182 218 138 224 1.051 132 425 264 Ito 311 101 252 82 297 1.068 87 373 296 72 243 65 232 49 255 Bit 64 287 193 85 177 69 186 69 ,145 681 54 175 188 60 185 36 163 25 185 777 49 114 200 23 197 24 195 IS 5.116 7.107 12,223 07,30 05:00 1,156 1.000 093 0.93 Day. Site: Dam: (o EWPORTBCH ' 11/01:01 Thunday, Data File: DOI11021 -�/11 Transportation Studies, Inc. 1820 E. Garry Avenue, Ste. It 6 Santa Ana. CA. 92705 NEWPORT BLVD (SR-55) S/O HOSPITAL ROAD CITY NEWPORT BEA NB AM PM 37 205 ' ' 376 1,403 68 360 46 319 54 350 26 119 352 1,434 33 362 31 380 29 340 20 64 331 1,402 14 358 12 345 18 368 9 48 341 1,263 12 318 16 300 11 304 12 88 377 1,347 IS 328 24 348 34 294 54 324 374 1,235 56 333 110 292 104 236 150 813 251 877 157 234 230 192 276 200 342 1,522 202 791 406 175 416 196 358 208 395 1,524 190 750 370 166 394 210 365 184 324 1.296 196 804 316 220 304 200 352 188 268 1,272 178 609 342 184 340 125 322 122 363 1,421 136 429 370 117 340 90 348 86 8.696 12,336 525 45.8 21.032 48.4 07:15 12:45 1,575 1,444 0.95 095 D0I11010 SB AM 46 153 47 32 28 IS 76 19 14 25 18 62 17 IS 12 _ 14 42 6 9 13 14 94 14 25 41 44 291 44 87 116 127 782 194 197 264 210 1.124 274 306 334 318 1.287 317 316 336 308 1,265 298 310 349 297 1,242 298 316 331 324 1,438 368 350 396 7,856 47.5 PM 370 1,480 358 380 372 394 1,513 394 373 354 360 1.441 352 370 359' 368 1,587 420 406 393 430 1,708 404 466 408 460 1.669 411 396 402 393 1,462 367 363 339 302 1.041 277 250 212 222 88C 262 210 186 186 782 230 176 )91 193 61! 158 134 130 114 411 100 104 93 14.592 542 22.448 51.6 11:00 04.30 1,438 1.745 0.91 0.94 -Ss Combined AM PM 83 358 746 2,885 115 718 78 699 82 722 44 195 746 2,949 52 756 45 753 54 694 38 126, 691 2.843 31 710 27 715 30 727 23 90 709 2.850 IS 738 25 706 24 697 26 182 807 3.055 32 732 49 814 75 702 98 615 834 2,904 100 744 197 688 220 638 277 1,595 644 2,339 351 601 427 555 540 539 552 2.646 504 1,822 680 452 722 446 692 420 713 2.811 V 412 1.630 687 428 710 420 701 370 632 2.561 392 1,587 614 450 614 376 701 379 565 2.514 371 1,224 640 342 656 259 653 252 687 2,859 250 840 738 217 690 194 744 179 16,552 26,928 43,480 50111, 11:00 04.30 2,859 3.094 096 0.93 Site: EWPORTBCH Date: 10131,01 pay, Wednesday : MAC ARTHUR BOULEVARD : E/O FAIRCHILD RD : CTIY NEWPORT BEA ES — AM PM 10 26- 214 857 10 200 4 203 2 240 5 13 206 852 3 214 1 210 4 222 8 16 212 845 0 176 4 212 4 245 3 7 250 1,105 0 244 1 290 3 321 2 16 416 2,034 2 496 4 506 8 616 13 75 626 2,344 14 652 18 600 30 466 42 209 314 884 35 242 56 182 76 146 70 360 123 417 93 108 80 98 117 88 94 490 85 292 120 66 122 72 154 69 122 522 47 209 122 64 124 50 134 48 132 536 38 140 130 34 136 26 138 42 16S 748 23 59 166 16 186 8 231' 12 3.019 10.038 26.8 62.7 13,056 47.9 11:00 04:45 748 2,494 0.81 0.96 D0110189 Transportation Studies, Inc. 1820 E. Garry Avenue, Ste, 116 Santa Ana, CA. 92705 WB AM PM 7 26 218 837 12 194 4 206 3 219 8 13 209 897 1 238 2 232 2 218 4 12 204 791 4 209 4 189 0 189 I 7 186 764 2 182 3 184 1 212 3 46 162 716 5 175 10 201 28 178 27 198 190 722 38 196 63 190 70 146 94 019 110 393 103 110 159 82 264 91 330 2,060 83 269 450 66 543 58 732 62 704 2.488 47 207 674 62 624 46 486 52 386 1.162 59 196 296 59 254 45 226 33 216 792 36 129 210 33 176 34 190 26 182 828 26 49 234 8 200 It 212 4 8,251 5,470 73.2 373 14,221 52 1 07.45 12.45 2,734 898 0.93 0.94 V1 Combined AM PM 17 52 432 1,694 22 394 8 409 5 459 13 26 415 1.749 4 452 3 442 6 440 12 28 416 1.636 4 385 8 401 4 434 4 14 436 1.869 2 426 4 474 4 $33 5 62 578 2,750 7 671 14 707 36 794 40 273 816 3.066 52 848 81 790 too 612 136 828 424 1 277 138 352 214 264 340 237 400 2,420 206 686 543 174 628 156 $49 I50 798 2,978 132 499 794 128 746 118 640 121 508 1.684 106 405 418 123 378 95 380 81 349 1.328 74 269 340 67 312 60 328 68 347 1,576 49 108 400 24 386 19 443 16 11.269 16.008 27,277 0745 04:45 3.187 31248 0.94 0.96 Site: Date: Day: 9y ' EWPORTBCH 10/31,01 Wednesday , q-�- I Location : JAMBOREE ROAD ,egment : N/0 UNIVERSITY DRIVE ':lien : CITY NEWPORT BEA Transportation Studies, Inc. 1820 E. Garry Avenue, Ste 116 Santa Ana, CA.-92705 Site: EWPORTBCH Date: 08.19/02 interval AM �y PM AM PM _ Begi AM PM ' 2: 12:30 38 o 384 394 28 16 410 366 66 57 794 762 12: 41 28 394 59 828 12:45 31 64 434 380 1,633 14 59 354 1,511 39 123 734 3,144 01:00 01:15 25 10 l5 413 436 20 14 411 352 30 29 824 786 01:30 11 394 25 79 01:45 14 404 414 1,650 11 44 380 1,477 106 3,127 02:00 18 62 11 360 Z9 794 02i15 10 380 g 361 32 801 02:30 24 4 14 376 24 792 03. 10 5 31 416 45958 1,635 I9 45 382 1,538 IS 76 766 3,173 03'00 03:30 6 384 Y5 796 03:3p 10 386 15 g 412 370 370 19 777 83 1,695 14 103 1,840 32 186 8895 3,535 04:00 18 437 437 15 458 04:15 04:30 17 20 492 .. 26 48 476 494 46 76 , 968 864 04.45 28 370936 593 3,761 05:00 50 266 450 1,670 34 327 486 2,091 182 987 05115 05:30 46 74 412 444 66 119 119 575 516 514 182 245 960 878 05:45 96 117 621 364 392 1,352 770 4889 1,634 1,391 89 ;19 2.986 06:00 06:15 120 318 128 401 275 75 393 761 06.30 172 350 221 266 411 334 626 06:45 212 274 1,454 292 280 1,105 244 1,253 324 1,173 518 2,707 660 2,278 07:00 07:15 306 293 280 314 586 763 579 0 i:30 421 264 342 387 315 31 940 488 07:45 453 268 258 866 332 1,319 250 850 756 3,051 405 1,716 08:00 424 1,732 324 234 791 08:15 467 194 219 329 202 742 418 08:30 413 195 334 164 762 359 OSAS 428 428 1,460 251 804 276 1,196 164 703 704 2,656 315 1,507 09:00 09:15 360 186 306 209 666 395 29 09:45 300 194 398 316 156 174 670 368 09A5 300 301 1,368 168 168 565 304 1,275 162 542 2,643 330 1,107 10:00 10: IS 353 158 308 182 661 698 340 '-32 10:30 10.45 382 332 128 111 316 347 328 1,564 104 94 86 267 679 3.030 205 180 558 11:00 336 1,466 94 291 7644 11:15 358 68 380 69 788 137 11:30 389 74 400 456 62 50 840 840 105 1 I.45 384 55 � ota Split52.1 49.5 47.9 50.5 )ay Total 23,671 23,264 46,935 )ay Spin 50.4 49.6 Peak Hour 11:00 05:15 07:30 3,130 05:00 3,761 : 1,765 10.94 1,749 10.89 1,564 0.86 2,093 0.91 0•94 095 actorlum actor 0.94 0.89 CLJ t Data I'lle Lucation Segment Client Inlen al Begin 12.00 12.15 12 30 I' 45 01 00 01.15 01 30 U 145 0200 02 I5 02 3t1 02 45 03 UU 03 1$ 03 30 03 45 0400 04 I5 04 31) 0443 05 00 OS IS 05 30 0543 06 OU Ou 15 00 3U 0643 0" 00 0" I5 u- 3u 07 45 08 W 08 15 08 3a 0844 0900 09 I5 0930 0945 l u 00 It) 15 I 30 lu 45 11 Ou 11 IS 11 3U 11 45 Taw[, Split-.4 Da) Ivwls Dal Nplits Peak Hour Volume Fa4tar Duu File Transportation Studies, Inc. 1820 E. Garry Avenue, Ste. 116 Santa Ana, CA. 92705 : SAN MIGUEL ROAD t MAC ARTHUR BLVD TO SAN JOAQUIN : CITY NEWPORT BEA EB WB Combined AM PM AM PM AM PM 9 31 115 471 4 12 100 446 13 43 215 917 4 134 5 110 9 244 7 110 3 106 10 216 It, 112 0 130 11 242 1 IS 13$ 464 1 3 124 486 2 18 259 950 2 108 1 120 3 228 7 112 1 128 8 240 5 109 0 114 5 223 3 7 117 502 1 6 128 430 4 13 245 932 3 122 4 98 7 220 0 118 1 102 1 220 1 145 0 102 1 247 2 4 130 594 3 6 135 510 5 10 265 1,094 2 140 3 115 5 255 0 ISO 0 124 0 274 0 164 0 136 0 300 2 5 152 602 0 4 113 475 2 9 265 1,077 0 134 2 122 2 256 1 170 0 126 1 296 2 146 2 114 4 260 3 15 166 640 6 30 128 468 9 45 294 1.108 3 177 3 116 6 293 5 150 8 118 13 268 4 147 13 106 17 253 10 69 141 468 15 118 90 334 25 187 231 802 10 118 23 84 33 202 25 111 34 80 59 191 24 98 46 80 70 178 28 244 85 331 47 325 72 200 75 569 157 $31 53 94 48 52 101 146 60 72 96 48 156 120 103 80 134 28 237 108 50 240 53 204 109 415 39 114 159 655 92 318 70 44 86 31 1$6 73 52 55 96 30 148 85 68 52 124 14 192 66 82 356 78 203 106 436 23 83 188 792 101 286 90 41 110 26 200 67 98 45 94 18 192 63 86 39 126 16 212 55 86 343 40 84 100 424 13 37 186 767 53 121 95 24 96 12 191 36 74 14 107 8 181 22 88 6 121 4 209 10 94 410 Is 43 I10 461 4 9 204 871 22 52 98 10 126 1 224 II 109 13 108 2 217 15 109 2 117 2 226 4 1.739 4,596 2,240 3.592 3.979 8.198 43.7 56.1 56.3 43.9 6.335 5.832 52.1 47.9 11:00 04:30 10:45 03:00 11.00 04.30 410 659 465 510 871 1,143 0.94 0.93 0.92 0.94 096 0.97 D0I10105 Site, Date: Day: Ial EWPORT BCH IIi01101 Thursday I Lucmion : CAMPU ment CARLS nt NEWPO .n al Begin AM 2 00 17 4 215 13 12 30 11 12.45 7 1:15 4 2 1 :IS S 01 3U 9 145 6 2'OU 3 1 02 IS 2 fv 02.30 5 245 2 3'05 3 I 03 15 2 ? 30 8 345 2 0400 2 I 4 15 2 4 3U 5 U4 45 6 0$00 II Il 15 19 , 5 30 34 OS 45 48 600 52 21 b IS 53 06.30 54 n6 45 56 OU 65 4 7 15 90 0" 30 144 43 149 8Ou 116 5 08 IS 121 4 30 162 e 45 182 09.00 208 6 09 IS ISO 9 30 132 y 4S 130 loot) 123 5 U IS 128 330 166 IU 45 146 1 OU 16 I IS 13434 1 30 166 11 45 212 3.291 51.3 Day Iulalb 9, tNpnts u.il, Hour 08 30 'volume 702 �F tur 094 1 Jam File S144S003 S DRIVE ON TO UNIVERSITY RT BEACH EB PM 8 175 733 218 152 188 4 156 669 179 168 166 2 122 486 101 146 117 5 IN 550 136 142 134 5 140 669 150 174 205 2 267 1,034 258 258 251 5 260 902 248 210 184 48 128 390 89 83 90 81 92 302 69 71 70 20 64 245 48 67 66 63 52 183 57 35 39 38 22 73 25 5 21 6.236 48.9 327 49 6 05:00 1.034 097 Transportation Studies, Inc. 1820 E. Garry Avenue, Ste 116 Santa Ana. CA. 92705 WB AM PM 27 80 170 812 21 201 16 223 16 218 11 36 176 729 9 1er- 6 157 10 214 6 17 273 755 6 146 3 156 2 ISO 7 22 172 716 7 192 4 196 4 156 4 22 159 602 5 104 g 167 5 173 7 49 204 681 II 199 14 139 17 140 21 179 147 601 35 142 49 159 74 154 58 557 134 460 118 111 167 113 214 102 190 740 99 400 200 105 162 101 188 95 134 489 110 408 117 95 136 106 102 97 88 406 86 234 106 55 88 46 124 47 154 533 48 152 104 37 133 35 142 32 3,130 6,550 487 51.2 9.680 504 07-30 01.15 771 826 090 0.76 File Combined AM PM 44 12B 345 1,545 34 419 27 375 23 406 15 60 332 1.398 14 361 15 325 16 380 9' 29 395 1241 8 247 8 302 4 297 10 37 310 1.266 9 328 12 338 6 290 6 37 298 1,271 7 254 13 341 II 378 IB 161 471 1,715 30 45, 48 396 65 391 73 394 407 1,503 88 390 103 368 130 338 123 11005 262 850 209 200 311 196 363 192 306 1.321 191 702 321 174 324 172 370 165 342 1.109 174 653 267 143 268 173 232 163 111 969 138 417 234 112 254 81 270 86 280 1,171 70 225 239 62 299 40 354 53 6.421 12,796 19.207 08.15 05:00 I :357 1.715 092 091 iy3 Site: EWPORTBCH Date: II106,01 DO110188 Day. Tuesday Transportation Studies, Inc. 1820 E. Garry Avenue, Ste. 116 Santa Ana. CA.92705 Location : COAST HIGHWAY D ate EWPORT BCH Date: IOl31t01 Segment DOVER DRIVE TO BAYSIDE DRIVE File: DOIIO191 Cient l : NEWPORTBEACH WB Combined Day: Wednesday enal Begin AM ES PM AM PM AM PM r 12.00 34 133 454' 2.031 40 143 536 2,150 74 276 990 4,181 12 IS 50 515 .49 550 99 1.065 1230 30 $26 34 538 64 1.064 1245 19 536 20 526 39 1,062 01.00 14 56 538 2,152 22 68 490 2.105 36 124 1.028 4,251 0113 13 $82 15 494 28 1,076 01-31.1 16 508 17 577 33 11083 0141 13 524 14 544 27 1,068 02.00 10 42 $35 2.049 8 36 542 2,323 18 78 1,077 4,372 0215 8 516 6 604 14 1.120 02 3U 12 472 14 576 26 1,048 02 45 12 526 8 601 20 1.127 03,011 10 36 534 2232 5 28 610 2.562 IS 64 1.144 4.794 ' 03:15 5 612 9 646 14 1,258 03:30 6 564 7 630 13 1,194 0345 IS 522 7 676 22 1.198 0401) 14 74 330 2,188 9 44 674 2,969 23 118 1,204 6,156 0415 10 540 5 740 I5 1.280 04 311 IS 582 12 774 27 1,356 04 45 35 536 18 780 53 1,316 05:OU 42 320 610 2,161 37 215 915 3278 79 $35 1.525 5.439 05 is 52 544 38 881 90 1,425 0530 90 548 48 794 138 1.342 0545 136 459 92 688 228 1.147 00 0t1 134 1.062 388 1.416 96 659 526 1.801 230 1.721 914 3.217 U6 IS 216 352 126 522 342 874 0630 298 348 189 407 487 755 0645 414 328 248 346 662 674 01 Ou 464 2,502 275 993 282 1,452 346 1.198 746 3,954 621 2,191 U7 1$ 620 248 310 266 930 514 07 30 650 238 396 300 1,046 538 0"45 768 232 464 286 1232 518 U860 736 2,697 237 985 410 1.804 278 1,167 1.146 4.501 515 2.152 08 13 680 228 464 307 1,144 535 118311 636 254 438 284 1.074 $38 ' 08-45 645 266 492 298 1.137 564 1 090u 507 2,000 222 $30 432 1,782 279 1,173 939 3.782 501 2.003 09.15 526 266 426 350 952 616 0931) 508 176 458 280 966 456 Oa 45 459 166 466 264 925 430 too()487 1.889 154 527 456 1,808 220 714 943 3.697 374 1241 lu 15 497 147 439 186 936 333 to 30 435 120 448 170 883 290 Ill 4$ 470 106 465 138 935 244 II 00 452 2.002 100 314 424 1.943 135 414 876 3,945 235 728 11 15 598 90 452 93 11050 183 11 30 470 68 519 94 989 162 1145 482 56 548 92 1.030 148 total, 12.813 17,878 9.982 21,953 22.795 39.731 )Pill"'. 66.2 45.0 43.8 55.0 i 14y'total$ 30.691 31,835 62,526 >Jy 5p6 s 49.1 50.9 lull, Hour 07,30 0430 11:00 04:45 0745 0430 5,622 �'ulumc 2.834 2272 1,943 3,370 4.596 0.92 actor 092 093 0.89 0.9, 093 � Data File S283SOOl L fiV SEP-11-02 08:49 AM TRANSPORTATION.STU-DIES 949 CJG a•r -ra Transportation Studies, Inc. 1820 E Usn Avenue, Ste 116 Santa Au, CA. 92705 BISON AVFNUE SR•73 TO CAI.IFORNIA CITY NEWPORT BCFI wo Combined AM EB PM AM 45 PM 154 $22 AM 16 68 PM 256 I,D10 6 23 102 498 TO 15 132 19 It100 7 132 12 136 19 266 6 154 8 S 12 100 417 14 100 30 254 969 5 1B 126 452 198 224 5 112 94 ; 208 2 114 1 2 98 8 198 6 100 13 94 329 3 8 126 512 7 21 210 941 4 6 75 2 129 B 4 204 197 2 84 2 113 1 44 2 230 1 86 B 7A 277 1 1 6 9 496 5 14 173 773 4 1 62 3 197 214 74 2 2 125 132 3 3 199 1 1 0 67 58 76 299 4 20 142 628 4 78 218 216 916 10 72 - I 144 11 23 192 22 62 1 14 130 212 40 290 26 22 78 200 94 358 14 62 761 262 306 332 1.139 36 102 11 204 171 {� 96 253 75 82 21 16 163 83 246 67 (it gp 269 B4 242 20 116 174 631 B 364 2d9 249 S73 60 60 20 199 126 92 176 66 SO 48 26 50 142 126 190 76 102 733 58 197 42 231 144 403 144 964 202 142 600 U2 44 61 98 67 286 142 213 45 55 74 321 124 266 228 SO 882 60 199 66 293 S6 236 294 1,165 140 loft 425 229 52 299 232 93 2 41 76 70 52 48 290 84 220 206 36 640 40 144 54 243 3M14 146 262 894 63 29C 1 40 76 12 2J6 62 1 40 30 34 66 52 37 176 71 124 109 397 23 87 73 256 20 T2 132 653 43 33 IM 112 17 56 16 168 160 38 90 20 70 57 18 l8 143 45 flb el 27 347 15 53 102 511 24 59 193 m 39 22 111 92 IS 119 7 17 201 216 31 62 14 134 258 20 102 3.593 9 3.104 156 1,798 11 4.903 S,391 8,007 66.6 38.8 37.4 613 6,697 G,701 13,396 Solo Soo 07:30 12:30 11:00 04:45 07:30 1,200 D4:45 1.181 935 524 511 0.82 825 0.97 0.93 0.39 0.99 0.95 Site EWPORT SCII Dat4• 09/10/02 Day Tuesday D0209051 —&A Transportation Studies, Inc. 1820 E. Gary Avenue, Ste. 116 Santa Ana, CA.92705 Location : BISON AVENUE Segment : MAC ARTHUR13LVDTOSR•73FWY Client : CITY NEWPORT BEA Interval 'EB =• WB -- Begin AM PM AM PM 12:00 6 19 67 265 1 14 76 295 12,15 3 60 7 82 12.30 4 71 6 71 12'45 6 67 0 66 01-00 5 IS 64 251 6 9 53 190 01Is 5 74 2 31 01.30 4 62 0 46 01,43 1 51 1 60 02.00 2 7 54 224 2 6 56 205 02.15 2 46 2 44 02.30 3 58 0 46 0243 0 66 2 59 03:00 1 3 48 207 1 2 62 256 03.15 2 59 1 56 0330 0 48 0 74 03.45 0 52 0 64 04 OD 0 8 55 246 0 4 67 309 04 IS 1 70 2 82 04.30 4 60 2 72 04 4$ 3 61 0 88 OSOu 2 19 56 180 4 14 104 424 05 15 1 48 1 130 05 30 6 40 4 96 05 45 10 36 5 94 06 01) 14 55 36 117 10 237 72 269 06.15 15 31 10 74 On 30 14 26 79 76 ft45 12 24 138 47 07.00 30 191 23 55 44 206 44 174 07 IS 39 15 58 46 0730 56 9 48 40 074.1 66 8 56 44 0800 80 274 6 29 58 259 25 85 08 15 50 10 60 27 0830 70 3 66 17 06 45 74 10 75 16 09 Ou 75 257 10 24 52 176 25 93 09 11 80 4 42 24 0930 46 8 42 14 0945 56 2 40 30 1000 44 175 6 12 42 161 20 44 1015 37 4 36 8 IU 311 44 2 35 13 IU 45 50 0 48 3 11 00 35 167 2 10 37 246 6 24 11 15 40 3 57 6 11.30 48 4 70 4 I'l 45 44 1 82 8 Totah 1.190 1,620 1,334 2,368 Splu"6 47.1 40.6 52.9 59.4 0u3 tutula 1.810 3.702 Day Splits 43.2 5618 Peat: Hour 08:30 12:30 06:30 05:00 Volume 299 276 319 424 Factor O�93 0.93 0.58 0.82 Una File. DOI 10192 V$ Combined AM PM 7 33 143 560 to 142 10 142 6 133 11 24 117 441 7 105 4 108 2 111 4 13 Ito 429 4 90 3 104 2 125 2 5 Ito 463 3 115 0 122 0 116 0 12 122 $55 3 152 6 132 3 149 6 33 160 604 2 178 10 136 IS 130 24 292 108 386 25 105 93 102 ISO 71 74 397 67 229 97 61 104 49 123 52 138 533 31 114 Ito 37 136 20 149 26 127 433 35 117 122 28 88 22 96 32 86 336 26 56 73 12 '9 15 98 3 72 413 8 34 97 9 Its 8 126 9 2,324 3.988 6,512 08,30 04.45 534 623 090 0.88 Site: EWPORTB H' Date: 11101/01 Day: Thursday r S� II Transportation Studies, Inc. 1820 E. Gatry Avenue, Ste. 116 Santa Ana. CA. 92705 1--?q BONITA CANYON DRIVE MAC ARTHUR BLVD TO BUFFALO RD CITY NEWPORT BEA EB WB AM PM AM ,24 72 _.. 90 " 741 ... _. 20 41 20 188 9 14 186 8 14 177 4 23 21 20 26 82 494 672 600 606 563 626 PM 202 876 248 205 221 201 824 218 215 190 190 865 206 214 253 268 1.146 288 310 280 240 952 238 228 246 242 960 265 235 218 162 605 152 taa 127 III 391 130 75 75 78 273 71 72 52 70 277 76 70 61 61 I50 32 29 28 22 78 17 25 14 7,797 463 03:00 1.146 0.92 Site: EWPORT BCH Date: I I OIi01 Combined Day: Thursday AM PM 44 113 392 1,617 29 436 22 391 18 398 19 41 368 1,527 10 394 3 385 9 380 14 75 379 1,636 g 370 7 414 6 473 6 34 504 2,114 5 532 9 543 14 535 6 51 504 2.071 6 527 14 478 25 562 70 252 574 2.311 46 632 79 581 97 524 128 11021 467 1,668 208 433 267 407 396 361 387 1,697 316 I,I OI 440 319 Sig 235 552 231 513 2,147 190 706 541 199 , 558 I80 535 137 476 1,726 187 670 453 170 368 162 429 151 364 1,373 131 361 330 92 ' 327 81 352 5'. 148 1,497 51 181 371 47 386 47 392 36 10,187 15,963 07:45 04:45 2.164 2.349 0.97 0.93 D0I10193 Location : SAN JOAQUIN HILLS ROAD Scgment . MACARTHUR TO SAN MIGUEL Client : NEWPORTBEACH Inter,al EB Begin AM PM 1200 8 37 170 674 .5 13 184 9 10 148 1245 6 172 01 OU 11 30 171 630 01 13 7 118 01 30 6 170 0145 6 171 02,UU S 22 167 721 0215 5 168 02.30 6 188 02 45 6 198 031OU 3 16 194 720 O3 IS 5 174 03 31) 2 160 0345 6 192 04 on 3 25 218 841 O4 15 8 198 04 30 6 215 04 45 8 210 US U6 6 59 244 1,018 OS IS IO 294 05 3u 11 260 0545 32 220 0000 37 268 180 749 061$ 58 232 06 3U 78 179 0643 95 158 U? On 118 494 166 532 0- 15 122 138 U7 30 109 130 u'4S 135 98 08011 104 456 76 312 ON 15 109 84 ON 311 126 84 ON4; Ila 68 09 Un 138 503 63 258 0U 15 130 76 0930 101 55 09 45 134 64 IU oil 122 S37 58 190 to IS 122 52 lu3, 135 50 IU 45 158 30 II Oil 152 577 30 72 11 IS 134 20 11 311 152 12 11 45 139 10 kilals 3,014 6,717 Split"L 42.7 56.7 1 l4, Iolals 9.7J1 Day 1plits 515 Paul, Ilaur 1045 05:00 olumc 596 1,018 I actor 094 0.87 Transportation Studies, Inc. 1820 E. Gany Avenue. Ste. 116 Santa Ana, CA. 92705 WB AM PM 9 28 146 654 9 160 4 162 6 186 6 24 160 632 7 152 a I50 3 170 5 11 147 578 4 138 1 129 1 164 3 9 187 661 2 170 0 132 4 172 6 39 160 639 1 169 10 148 22 163 20 132 188 688 26 194 34 ISS 52 148 58 328 122 444 78 98 90 128 102 96 120 722 88 283 ISO 60 212 68 240 67 236 002 53 230 236 56 214 66 216 55 169 651 44 176 160 50 148 36 174 46 148 584 39 99 136 21 146 27 154 12 147 617 12 39 146 8 156 12 168 7 4.047 5.123 57.3 43.3 9.171) 4a.s 07:43 U4.45 926 703 0.96 0.91 File: Combined AM PM 17 65 316 1.328 22 344 14 310 12 358 17 54 331 1,262 14 270 14 320 9 341 10 33 314 1.299 9 306 7 317 7 362 6 25 381 1.381 7 344 2 292 10 364 9 64 378 1.480 9 366 16 363 30 373 26 191 432 1,706 36 488 45 418 84 369 95 596 301 1.193 136 330 108 307 197 254 238 1.206 254 815 272 198 321 198 315 165 340 1.358 129 542 344 140 340 I50 334 123 307 1.164 107 434 29D 126 249 91 308 110 270 1.121 97 289 258 73 281 77 312 42 299 1,194 42 111 280 28 308 24 307 17 7,061 11.840 0745 0445 1.3(n) 1.711 U 93 0,88 rho Site: EWPORT BCH1 Date' I I DI 01 D0110194f Day Thursday 4� Data Fite' S901S001 Transportation Studies, Inc. 1820 E. Gary Avenue, Ste 116 Santa Ana, CA. 92705 Site; EWPORT BCH Location : PACIFIC COAST HIGHWAY Date: OS^9/02 e8ment &O MACARTHUR BOULEVARD g1Cnt : CITY NEWPORT BCH paY; ursay •-- Cambmei 'F�niVd AM PM AM PM AM PM - 432 -,734 w, 42 "1 ._. 419 84 851 12:15 42 28 409 32 412 60 821 877 12:30 12:45 21 445 36 26 79 432 44 1,738 57 t58 3,383 01:00 24 79 432 1,645 16 38 831 01:15 22 383 20 420 35 936 01:30 15 406 17 4 35 844 01:45 18 34 424 397 1703 20 45 447 1,791 26 79 644 3,494 02:00 02:15 6 10 414 , 9 6 426 446 19 19 840 888 0230 11 442 g 472 15 922 02.45 7 434 41 444 1,884 18 78 878 3,651 03:00 10 37 434 I,767 1i 482 18 948 03:30 03:30 7 14 466 424 12 478 26 16 902 923 443 10 480 03:45 6 68 485 1,883 71 1,794 29 139 9�62 3,67 04:0000 7 lU � 8 04:30 19 482 18 406 36 888 04:30 18 482 28 446935 52 918 04:45 24 472 471 1,959 442 281 1.717 511 3,676 05:00 37 230 469 107 959 05:30 59 516 80 400 144 906 05:45 64 111 404 181 876 06:00 70 472 472 476 1,824 110 784 384 384 1,483 3202 1,528 SA3 3,307 06:00 114 744 338 06.30 474 474 234 234 .338 482 812 06:45 06:45 248 248 254 430 266 362 358 1,398 520 610 2 ,824 792 762 2,918 ' 07:00 268 I,131 404 1,520 342 1,693 390 6�4 750 07:15 07:45 272 294 360 358 362 482 507 330 320 779 801 728 679 09:00 286 286 l,184 358 1,186 482 1,882 329 1,031 768 3,066 680 551 2,217 OB:00 08:15 273 299 299 504 252 777 737 480 08:30 301 260 436 220 230 784 506 06.45 324 276 273 1,037 460 384 1,557 228 877 714 2,669 501 1,914 09:00 330 1,312 366 687 499 09:15 321 280 219 743 466 f 09:45 334 48 398 210 725 448 397 2 38 733 384 1,501 238 788 780 3,O02 440 0 1,521 10::00 396 1,501 202 386 2 15 679 10:30 386 174 386 193 772 316 III 10:45 386 148 382 ]93 771 341 148 134 388 391 1,644 194 532 809 3.316 328 920 11:00 11:00 418 418 1,672 406 151 826 243 11:1 it 11:30 420 406 92 106 397 115 803 243 21 128 11:45 428 36 450 72 878 Split 45.5 51.0 54.5 49.0 )av Total 25,512 26.43756949 Jay Split 49.1 509 i ;r Peak Hour ":00 O5:15 07:30 03:15 11:00 3,316 03:15 3,742 Jolum 1,672 1,964 0.96 1,975 0.97 1,924 0.99 0.94 0.97 actor 0.98 Transportation Studies, Inc, ?3 1320 E.Oarq Arendt, 5ta 110 Santt AN, CA. 92705 Location :BONITA CANYON DRIVE Site: EWPORT8C2 Date. 09/l0/02 Segment : SR•73 TO CALIFORNIA Client : CITY NEWPORT BCI1 WB ' :. ... Combined Day. TunJay Interval Bell AM EB PM AM PM " " AM 41' 252 BSD 72:00 4 14 134 407 " 10 it 1iT 443 14 12:15 7 90 4 I17 11 t7 207 213 12:30 7 97 3 116 178 12:45 6 1 6 86 99 365 1 13 92 432 19 194 797 01:00 0195 2 97 2 19055 4 201 01:30 1 83 2 112 4 195 207 OIdS 2 86 2 1 3 121 lot S12 3 8 218 968 02f00 2 S 110 456 0 104 1 220 02:15 1 116 2 164 3 260 0130 02:45 1 1 96 134 0 136 1 1 7 270 296 1,249 03:00 1 4 122 476 0 0 3 174 773 0 325 03: 03:30 30 0 3 11 no0 2 22s 221 s 336 03:45 0 1 10 108 96 474 1 3 19 182 168 $77 1 4 29 290 1,051 04100' 04:30 2 12 $ 13231 7 S D1:3U 2 124 5 5 174 137 11 =�� 04A S 05:00 5 8 70 134 140 609 4 56 too 61) 12 126 300 11222 v 05 15 16 164 8 1$6 24 320 314 _ 05.30 22 153 14 161 135 36 54 292 05:45 06:00 24 48 459 1$2 170 579 30 32 208 144 506 so 666 314 1,085 06:15 82 145 36 109 1'IB 204 254 258 06.30 148 141 $6 84 117 136 264 259 06 45 07:011 180 159 559 123 104 329 100 020 Ila 337 258 1,179 214 666 07:15 178 83 130 89 308 344 172 14B 07:30 146 78 19B 192 70 61 268 132 07.41 08:00 70 t00 579 64 65 236 197 793 58 250 297 1,366 123 480 03:15 186 62 191 76 371 138 08:30 1$4 55 208 74 362 129 O8:46 133 145 510 54 $6 176 192 162 609 42 52 ISB 330 307 1,119 96 lot 334 09:00 09:15 IDa 48 172 39 280 87 0930 120 56 ' 129 38 29 249 283 94 4S 09:45 10:01) 137 106 446 16 26 104 146 162 $62 20 80 268 1,008 46 1114 10:15 116 28 132 21 241 49 45 10:30 114 25 120 20 19 231 239 ad 10.4$ 11:00 Ito 101 582 25 14 34 149 126 348 18 45 234 1.130 32 79 11:15 200 9 96 15 298 24 12 11:30 143 5 154 7 307 11.45 Total 131 3.251 6 4.245 160 3,447 5 4,726 291 6,698 11 8,971 r< Split 4B.5 47.3 $1.5 52.7 Day Taut 7.490 8,173 15,669 Dny Split 47.E $2.2 Peak Hout 04:30 05:15 07:45 03:00 08:15 03:00 Volum 004 639 798 773 1,376 1.249 Fulor 0.92 0.94 0.95 0.85 0.91 0.92 Ij 51 Date File : 1)02119052 .Y transportation atu0tes, Inc. 1820 E. Garty Avenue, Ste. 116 Santa Ana. CA. 92705 .nealmn SAN MIGUEL ROAD Segment : FORD RDTO SPYGLASS HILL RD t9tent : CITY NEWPORT BEA item al NB SB legm AM PM AM PM A 12 OU 4 17 107 387 0 0 59 271 12 Is 5 88 0 70 12 30 5 93 0 70 12,45 3 99 0 72 01,00 6 11 94 401 0 0 62 254 01 IS 3 112 0 48 UI 30 1 89 0 72 UI 45 1 106 0 72 02 On 2 5 86 391 0 0 70 291 02 14 1 106 0 79 02 3O 2 95 0 62 03 4S 0 104 0 80 03 OU 2 2 122 449 0 - 0 64 264 03 1S 0 108 0 68 03 30 0 117 0 62 03 45 0 102 0 70 04 Ou I II 11616 416 0 0 67 219 04 1; 2 94 0 60 04.30 5 96 0 54 �) 04 45 3 110 0 38 05 UO 6 45 155 552 0 0 52 173 0> 15 II 148 0 48 9 121 0 51 US 45 19 128 0 22 06 OU 20 133 80 278 0 1 32 95 0015 26 67 0 20 06 30 40 61 0 20 06 45 47 70 1 23 O" ,, 50 315 62 169 4 10 12 49 U- IS 79 34 2 18 0' 3" 90 43 2 9 0- 45 96 30 2 10 U8 Uu 116 452 21 123 2 7 5 21 0X I c 128 36 1 7 iM 3u 104 40 2 4 45 122 26 2 5 0)lt9 O9•Uu 132 387 36 116 4 19 7 20 0995 92 33 6 7 OW3n 90 25 5 4 •pro; 83 22 4 2 I U•Uu 84 333 19 57 4 49 4 II IO 1; 91 IS 8 2 10.30 84 12 23 4 I w;S 94 II 14 1 I I.OU 82 356 7 20 23 160 1 4 ,I IS I1 3• 84 IOI 4 5 35 54 2 O 114' 89 4 48 1 1,0101, 2.087 3.359 246 1,672 2 IU". 89.3 66.8 10.5 33.2 �..} 1'01ais 5.446 1,918 D4y ,pills 74.0 260 to Hour OS 15 05:00 11.00 01.30 1 lume 458 552 160 293 Factor 089 0.89 0.74 0.93 D,,tn File . DO110209 �2 G Combined M PM 4 17 166 658 5 158 5 163 3 171 6 II 156 635 3 160 1 161 1 178 2 5 156 682 1 185 2 157 0 184 2 2 186 713 0 176 0 179 0 172 1 II 183 635 2 134 5 ISO 3 149 6 45 20, 725 11 196 9 1" 19 ISO 20 134 112 373 26 87 40 81 48 93 54 325 74 218 81 52 92 52 98 40 118 459 26 144 129 43 106 44 106 31 126 406 43 136 98 40 95 29 87 24 88 402 23 68 99 17 107 16 108 12 105 516 8 24 119 6 155 3 137 5 .333 5.031 7,364 1.00 02 45 516 725 O R3 0.97 I�, Site EWPORT BCH Date 11 01,01 Day: Thursday Location : PACIFIC COAST HIGHWAY Segment • FJO NEWPORT COAST DRIVE Client : CITY NEWPORT OCiI Interval ED Belli AM PM T2:D0 23 70 22I 964 12:15 21 234 12:30 15 25,0 12:45 Il 258 01:00 13 37 210 1,001 01 15 13 264 01.30 6 283 01:45 5 250 02:00 8 27 270 1.112 02:1S 7 261 02:30 7 299 02:45 $ 283 030 2 11 307 1.286 03:15 4 323 03:30 4 352 03.45 1 304 040 16 33 371 1,497 04:15 9 332 04:30 14 370 04f4S 14 424 0!:00 20 157 464 1,878 OS.IS 25 476 0:30 so 479 05:45 62 439 06:00 87 664 416 1.562 06:13 118 439 06:30 154 377 06:45 205 330 D7:00 190 925 264 938 07:15 220 254 07:3D 253 236 07.45 262 184 08:00 249 907 193 7D4 08:1$ 240 107 01130 230 156 08.4$ 188 I88 09:00 212 901 186 6D6 09:IS 22S 159 09:)0 234 152 09:4$ 230 110 10:00 222 882 92 360 IONS 242 101 10:30 216 75 ID•43 202 92 11:00 244 934 68 195 It 15 216 56 11:30 212 42 11:45 264 29 Total 3,470 12,109 Split 39.2 56.6 Illy Total 17471) NY Split 49.7 Ptak Hour 0730 05:00 Volum 1,004 1,878 Faefor 0.90 0.97 Transportation Studies, Inc. 1920 E. Gary Avenue, Ste 116 Santa Ara, CA, 92705 WE C omhino AM PM AM PM 18 SS 270' 976 41 123 492 1.940 14 227 35 461 16 244 31 494 7 235 IB 403 6 26 238 933 19 63 448 IA40 t0 239 23 SD2 6 220 12 503 4 237 9 487 4 22 265 1,066 12 49 535 2.178 4 261 11 $22 10 2" 17 594 4 242 9 $25 3 19 UP 1,171 5 30 556 2.457 4 332 8 655 4 302 8 654 8 288 9 592 7 54 3D0 1,120 23 107 671 2.617 a 260 17 592 IS 268 29 636 24 292 38 716 30 2$8 235 1,053 50 415 719 2.936 40 300 65 776 78 273 129 752 110 250 172 689 110 BU 268 962 197 1,407 684 2.524 171 2$2 289 "1 268 226 422 603 294 216 499 $40 355 1.906 202 728 545 2.131 466 11666 452 184 672 438 479 Ili 132 407 520 171 782 355 479 1,918 142 472 727 2,82S 335 1,176 465 106 705 273 515 116 745 272 460 108 643 296 3$4 1.311 E9 395 566 2.212 275 991 290 108 $15 266 346 96 580 24B 321 92 531 202 234 1.110 74 273 506 11992 166 633 i78 103 $20 204 280 60 406 135 268 36 470 123 248 IXII 56 152 492 2,014 124 347 290 34 506 90 270 30 482 72 270 32 534 61 8,500 9,296 17;970 21,40S 60.8 43.4 17,796 35,375 50.3 07:45 03:15 07.45 04:45 1,978 1;....2 2,939 2.963 0.93 0.92 0.95 0.95 19S Site: EWPORT BCH Date. 0911=1 NY Tuesday, I A �t 10 I you File : DC", 19048 .. — j �43)0 Transportation Studies, Inc. 1820 E Gam Avenue, Ste. 116 Suntu Ana, CA. 92705 PACIFIC COAST HIGHWAY AT THE SANTA ANA RIVER NEWPORTBEACH EB WB AM PM AM PM 31 105 276 1.094 50 143 313 1.198 24 242 30 312 24 258 39 278 26 318 26 295 17 53 242 1.072 19 64 298 1.193 14 268 16 304 14 82 IS 213 IU 280 II 3111 12 36 263 1,149 12 41 328 1.373 10 297 12 368 6 299 7 34-' 8 290 10 335 6 37 264 1,176 10 30 ].at() 5 308 8 458 40 10 325 6 462 10 279 6 436 8 59 265 1.207 6 49 550 2.302 9 294 5 55$ 11 316 17 609 31 332 21 582 33 306 300 1250 34 164 (,8' 2.709 66 310 28 92 341) 44 721 115 300 58 488 156 1223 248 1.012 85 557 Sus 1.622 252 200 121) 423 365 274 162 41- 450 230 181 '-%'- 473 2,465 184 588 218 LOU 294 1.014 678 142 249 220 652 140 329 249 712 122 282 245 606 2.261 125 463 306 1.008 204 750 565 117 256 194 580 120 274 166 SW 101 232 180 330 1.341 122 455 238 958 1')0 702 341 128 224 178 334 101 228 168 316 104 209 166 268 1.080 116 369 252 1.020 14.1 512 257 81 246 13S 274 92 258 II8 281 80 264 113 275 1,107 64 212 264 1.112 1 u3 367 296 58 268 97 254 42 260 102 282 48 31.1 65 10,075 10,04-e 6_86 1$.558 61.6 39.2 38 4 6U.8 20.122 21.844 479 52 1 07 15 0445 07 30 0-00 2.598 1.282 1.173 '-'(P) 091 0.94 0.89 U 94 Combined AM PM 81 250 589 2.292 54 554 03 536 32 613 36 119 540 2.265 30 572 t2 555 21 598 24 77 591 2.522 22 665 13 641 I8 625 16 67 722 2.992 13 74S 16 797 22 735 14 108 821 3,509 14 849 28 925 52 914 67 470 981 3,959 94 1.029 13(1 LOW 1-3 888 241 1.7780 753 2,634 381 688 691 6tl 50'- (v)I 3.543 479 1.602 877 3('8 981 389 994 30 912 3.329 321) I.i 13 311 860 28t' 730 287 588 2,299 312 1,137 565 306 502 209 594 270 520 2.100 260 881 5U3 -116 :t2 210 Site: EWPORT BCH Date: 1 I/20;01 Day. Tuesday 544 16' Sp, 2.219 167 579 � 564 155 5'tt 59(1 113 16.361 25,605 jS"'V�` �1✓'' tv' Lfnr^ m' 0 d 41.960 rr not 0- 19 04 45 3 '64 3:)85 095 094 D4ta 1 Ile DOI 11143 V I Trapsportation Studies, Inc. 1820 E. Garry AvenOp, Ste. 116 Santa Ana, CA. 92705 Location : COAST HIGHWAY EWPORTBCH Date Date: 10/31101 Segment :OLD NEWPORT BLVD TO RIVER SIDE Client : CITY NEWPORT BEA WB Combined Day: Wednesday Interval Begin AM EB PM AM PM AM PM 12.00 42 123 399 1,688 38 ISt 426 1.800 80 274 825 3,488 12.15 32 428 40 466 72 894 1130 31 442 41 468 72 910 1 1245 18 419 32 440 50 859 01 UO 17 63' 444 1.738 28 127 446 1.874 45 190 890 3,6)2 01 Is IS 480 33 456 48 936 013D 12 408 36 488 48 $96 01 45 19 406 30 484 49 890 n 02:00 16 46 414 1,693 15 51 438 2.031 31 97 852 3.734 02.15 11 396 12 509 23 904 02.30 10 447 12 503 22 956 l� 02 45 9 436 12 582 21 1,018 03.00 7 36 416 1.746 6 33 510 2.200 13 69 926 3,946 WAS 10 476 9 526 19 1,002 I 03 30 5 435 10 550 IS 983 0345 14 419 8 614 22 1.033 04 UU 16 84 438 1,786 3 35 592 2,615 19 119 1,030 4.401 0415 6 460 B 684 14 1,144 04 30 I8 436 14 649 32 1.085 04 45 44 452 10 690 54 1.142 0500 46 324 443 1,647 36 179 742 2.936 82 503 1,185 4.583 OS 15 52 431 31 764 83 1,195 OS 30 86 416 46 746 132 1.162 05.43 140 357 66 684 206 1.041 Ob 00 139 11051 295 1,110 87 567 507 1.566 226 1.618 802 2,676 \ 06 1$ 222 294 114 444 336 739 06.3u 294 258 168 336 462 594 0645 396 263 198 279 $94 542 0700 440 2.358 212 801 236 1293 291 1,026 676 3.651 503 1.827 07 15 582 172 263 243 845 415 0730 676 195 380 238 1.056 433 0745 660 222 414 254 1,07 , 476 WOO 704 2.500 187 761 338 1.424 243 992 1,042 3,924 430 1.753 08 13 626 196 348 260 974 456 08 3U 560 184 358 251 918 435 Ob 45 610 194 380 238 990 432 09 U() 436 1,784 186 664 357 1.423 271 1.023 793 3.207 457 1,637 Oo IS 464 ISO 362 279 826 459 0930 466 1" 325 270 791 414 09-43 418 154 379 203 797 357 10.00 356 1,534 159 493 332 1.435 214 701 688 2.969 373 1.194 10 IS 390 120 397 180 777 300 1030 395 122 354 166 749 288 104$ 393 92 362 141 755 233 ■ ^J It UU 384 1.554 96 110 378 1,660 137 454 762 3,214 233 764 11 1$ 384 78 412 120 796 199 1130 370 66 406 100 776 166 II 45 416 70 464 97 880 167 Totals 11,457 14,437 8,379 19,218 19.835 33,655 Spht'tc 57.8 42.9 42.2 57.1 Duy I'atab 25,894 27,S96 53.490 Day Splits 49.4 51.6 Peak Ilour 07.30 04:15 11:00 04,45 07.30 0445 �. bulume 2,666 1,791 1,660 2.942 4,146 4,684 Factor 0.95 0.97 0.89 0.96 0.97 0.08 Data File: DO110187 313 Transportation Studies, Inc. I.i2U I:. Harty A%cnue. Ste. 116 Smuu Ana. C'A. 92705 ADAMS AVENUF . AT THE SANTA ANA RIVER NEWPORTOP.ACH E \\'IS AM PM AM A I'm 18 62 265 1.172 36 122 294 1.130 IS 302 38 296 17 320 28 292 9 285 20 14, 8 30 242 975 26 65 296 1.187 8 242 14 2so IU 255 13 3u9 4 230 12 302 11 35 248 1,085 12 39 346 1380 10 260 10 341 12 289 9 343 2 388 8 3i(i 7 24 306 1.132 8 3S 31)2 1.699 3 280 12 400 8 284 8 418 6 2S2 In 464 12 102 292 1,139 5 43 471) 2.192 24 254 10 5i4 29 317 t0 578 37 270 18 590 35 287 315 1,277 13 117 06o 2—;05 64 310 32 661- IOU 354 Ju 6G1 88 298 4' 574 132 970 257 1.098 51 3Is 517 ..565 132 292 71 526 281 283 83 428 375 266 113 394 532 2,729 210 766 120 -19 330 i.102 678 206 151 ''-S4 774 174 1911 2'h 745 2: 2 H4 509 "4 2 -N S44 558 128 234 213 514 13- 192 202 470 130 206 gnu 414 1.346 122 417 214 S3U 2'2U SUI 354 107 2U11 I 309 94 210 148 269 94 206 1q3 234 1,038 86 300 192 1S8 464 254 93 ISS I'_o 270 66 200 9'- 2SU 55 261 SS 249 1,048 61 175 265 I.U25 8S 262 203 36 223 70 208 48 258 60 268 30 274 44 9,739 10.065 5,020 1.5.436 66.0 39 5 34.0 bU.i 1918U4 2u.456 491 w s u7 UU tls•OU 11.0( U4 45 2521 1.277 I 015 q ") u y:< 0 88 a 9n O 9a Combined A,NI PM 54 184 560 2.302 56 598 45 612 29 532 34 95 538 2,162 22 522 23 564 16 538 23 74 594 2,465 20 601 71 632 10 638 15 62 69S 2.851 15 680 16 '•'-2 16 751 17 143 762 3.331 34 SUS 39 895 55 S66 48 404 981 3,782 96 972 130 957 130 8"' 183 1.2s8 774 2.963 253 818 364 711 488 600 652 3,448 540 1,868 S29 490 972 430 99a 4us 352 1.359 v2 331 -n6 339 6S' 336 624 2.170 342 1.218 i34 297 519 ")' 4-i 287 426 I.SS6 244 764 14_ 219 4-0 1 i8 548 143 514 2.073 1.19 437 491 IOU OZW/ Site, EWPORT HC•H Date. 11.20,U1 Day: Tuesday V"- 526 108 • , `C'r 542 74 14,i59 25.301 1Y 14g,004,/ 1 0e't""c� 4v.260 Fy�Ow�i��"P U5 UU 3.i4U 3.752 nS9 096 DU111141 ':�. 5 I Trainsportation Studies, Inc. 1820 C. Gary Avenue. Ste. 116 Santa Ana, CA. 92703 • VICTORIA STREET .AT THE SANTA ANA RIVER NEWPORT BEACH W13 ft1a: Combined AM EB PM AM PM AM Ps1 20 63 143' 610 36 103 168 662 S6 170 311 1,272 18 ISO 31 162 49 321 16 171 20 154 36 325 11 137 18 178 29 315 10 33 165 622 8 46 loo 746 is 79 355 1.363 y 142 16 IS2 25 324 8 172 IS IS6 23 358 6 143 7 188 13 331 5 18 152 675 20 AS 2114 930 2$ 76 336 1.611 2 ISO 16 2115 IS 355 5 107 12 2$4 17 431 6 206 10 273 16 479 7 40 136 635 2 23 241 1.108 9 63 377 1.743 8 190 7 271 15 461 11 191 7 304 18 483 14 128 7 292 21 420 7 58 210 726 6 43 3b8 1.517 13 101 578 2243 14 168 10 350 24 518 12 168 11 374 23 542 25 IBO 16 425 41 605 28 213 196 764 30 164 400 1.693 58 377 596 2.457 42 308 36 443 78 651 81 156 52 44S 133 604 U2 204 46 402 IU8 606 114 670 160 029 37 323 424 1.286 01 999 SS4 1.915 122 107 SO 3$6 202 $23 176 182 92 262 2US 444 264 120 114 24.1 378 364 294 1.392 132 512 It() 50 2U2 744 404 .,960 334 1256 353 126 141 216 493 336 394 104 151 172 545 2r(1 3$2 150 166 16U S18 310 342 1.140 98 342 156 594 US $27 493 :1-341 "a 869 254 88 Ib4 132 418 220 272 74 142 122 414 196 272 82 132 l35 404 217 239 742 74 263 132 $U4 116 420 362 i.3U6 I`t) 633 205 66 136 98 341 164 W) 73 162 104 331 177 138 SU 134 IO2 272 1$2 A $43 73 227 153 350 92 309 295 :.102 107 536 124 40 137 92 261 138 169 68 124 61 113 129 110 38 143 64 233 102 150 543 41 108 148 602 70 247 304 . 205 111 355 119 15 154 84 213 49 136 34 170 $1 30 S5 133 18 1911 42 322 W SAW 6.113 3.709 IU.I95 ').1-2 16.3US 39 6 375 4U.4 62 5 11.576 13AU4 23.48U 45.4 $4 6 07.13 05.00 I I.00 05 I S 07 15 05 W I 1 2�14 2 091 091 092 9_ 0.87 U 96 U m Day,, Site: Date: EWPORTBCH 11 20.01 DOIII142 Tuesday Uau h 1v slWS601 :QK9 I 1. Location : MESA egment : NE Imnt CITY : CITYN meal IJegoi AM 12,01) 8 2 12 15 4 12 30 4 12.45 4 01.00 10 1 01 15 1 01 305 01 43 1 0200 1 02.13 4 02 11,0 02 45 2 03 UO 0 03 15 2 03.30 0 03 43 2 U4'UII 2 1 UJ It 3 04 30 2 04 45 6 U5 00 7 3 WAS 5 05,30 14 0345 13 06.00 17 U6 IS 14 06 31) 16 06 45 48 07 01) 44 2 07 13 56 07 3ti 50 0745 92 08 O11 74 2 08 15 76 US 3ti 57 Oh 4i 41 Ua on 29 I 01) 15 39 A0')3U 40 1194i 38 I U.00 38 I IU..i 43 10.30 40 ICI, 10 45 35 11 00 38 1 11 15 48 11 JU 47 11 45 58 oluls 1,178 65.2 Day I'olalb 3. f4y Spills 6 1, I lour 07.45 Vulumc 299 iaelor 0.81 Duta File D0I 10179 DRIVE WPORT BLVD•EAST EWPORTBEA EB PM 0 60 244 54 58 72 7 54 195 47 41 53 7 67 214 47 42 58 4 53 241 50 69 69 3 66 287 74 78 69 9 80 345 89 84 92 95 99 270 66 49 56 42 57 190 47 41 45 48 46 168 44 37 41 46 44 156 43 36 33 56 35 90 16 23 16 91 11 55 II 16 17 2,455 58.5 633 0.5 05:15 364 0.92 Transportation Studies, Inc. 1820 E. carry Avenue, Ste. 116 Santa Ana, CA. 92705 WB AM PM 1 5 42 151 1 32 2 40 1 37 2 8 42 137 3 30 2 29 1 36 1 4 30 114 2 24 0 32 1 _ 28 0 3 40 163 1 36 2 48 0 39 2 8 52 242 3 45 J 66 2 79 2 20 118 470 2 128 5 128 11 96 8 38 84 206 8 56 6 32 16 34 17 117 34 86 32 18 44 17 24 17 24 107 26 80 35 24 24 15 24 is 14 80 8 39 24 5 22 18 20 8 32 93 8 35 26 9 18 14 17 4 35 146 5 17 38 5 29 2 44 5 629 1,740 34.8 41.5 2.369 395 11.00 05:00 146 470 0.83 0.92 Combined AM PM 9 25 102 395 5 86 6 98 5 109 12 25 96 332 4 77 7 70 2 89 2 11 97 328 6 71 0 74 3 86 0 7 93 404 3 86 2 117 2 t08 4 21 118 529 6 119 3 144 8 149 9 59 198 815 7 217 19 212 24 188 25 133 183 476 72 1„ 22 81 64 90 61 359 91 276 88 65 94 58 116 62 98 355 72 248 111 68 81 65 56 43 226 52 195 63 48 62 54 58 41 70 249 43 125 69 25 58 37 52 20 73 337 Ib 72 86 i6 76 IS 102 22 1,807 4,193 6,002 07:30 US.IA 419 815 0.90 0.94 a(a601 Site: EWPORT BCH Date: 10/30/01 Day: Tuesday Transportation Studies, Inc. ((iT 1820 E. Only Avenue, Ste. It 6 0 Sans Ana. CA. 92705 slim EWPORT BCH LOeatlon : DEL MAR AVENUE Date. IO.Ly0 Segment : EIO NEWPORT BOULEVARD File: 1 DOtIU1,9 Client : NEWPORTBEACH WB Combined Day: Tuesday Intl AM EB PM AM PM AM PM w Begin Begin 12:00 9 33 73 377 12 31 92 367 21 64 167 744 1213 10 94 12 8t 22 175 12.30 8 108 2 95 10 203 12�45 6 l00 5 99 11 199 01 00 7 33 116 384 5 18 79 334 12 51 195 718 01 15 t0 66 4 86 14 152 0131, 6 t08 3 91 9 199 01 45 10 94 6 78 16 172 U210U 2 20 100 359 4 20 94 315 6 40 194 674 02 13 5 62 4 74 9 136 0.130 10 93 IO 70 20 163 02.43 3 104 2 77 5 181 03'00 7 13 100 461 4 11 84 344 Ii 24 184 805 03 15 2 112 4 80 6 192 - 0330 2 122 2 90 4 212 03 4S 2 127 1 90 3 217 0400 7 22 139 544 6 45 96 434 13 67 233 978 04Is 5 130 8 116 13 246 r+.. 0430 4 143 9 132 13 275 0445 6 132 22 90 28 222 05 00 9 52 172 652 14 121 ISO 600 23 173 322 1,252 OS IS 12 112 22 164 34 336 OS 30 13 152 37 ISO So 302 0$ 45 Is 1$6 48 136 66 202 0C O0 38 202 164 518 56 343 151 464 94 545 315 982 On IS 38 122 73 132 111 254 Oki30 44 114 108 112 152 226 0045 82 118 106 020 69 76 255 188 214 1.047 187 10 636 07 Oil95 427 116 401 119 071$ 94 t08 169 72 263 I8 0730 108 106 ISO 54 288 160 0745 130 71 152 53 282 124 0800 115 394 92 329 134 5t7 45 153 249 911 137 484 08.15 110 78 116 36 226 114 0930 84 90 131 34 215 124 0145 85 69 136 40 221 109 09011 78 285 62 269 IO4 396 57 165 182 681 119 434 kill 13 72 80 116 38 188 118 t Oki 64 63 90 37 134 too 09 45 71 64 86 33 157 97 Moil 69 288 60 176 102 335 29 90 171 623 89 2b6 d IC 15 70 42 69 20 139 62 lulu 79 44 77 19 5 1.6 63 � 1044 70 30 87 22 157 52 II Ott 101 346 30 102 70 203 2b 61 171 639 56 163 11 IS 78 22 68 13 146 35 1130 74 32 67 10 141 42 1143 93 18 88 2.750 12 3.584 181 4,865 30 8,156 Totals 2.115 4,572 Split"a 43.5 56.1 56.5 43.9 Day IUauls 6.687 6,334 13.021 Day ,pins 51.4 48.6 Pma, Hour 07:30 05.00 07:15 05:15 07.15 1.082 03:00 1,252 �. Volume 463 652 63S 0.88 601 0.92 6.94 0.93 Factor 0.89 0.95 Data File S92OS001 r Location : 22nd ST FJO whent t CITY NE bent CITY N enal Begin AM 12 01 3 I 12 IS 3 12 3U 5 12 45 3 01.15 1 01.15 2 01,30 1 01 45 3 02.00 2 1 02•I5 2 02 3u 3 0243 3 03•UU I 03 15 2 0330 1 034.1 1 0400 3 2 U4 I5 5 r04 30 9 114 45 8 OS 00 8 6 05 15 16 O33u is 0545 27 06.Ou 32 I O6 15 40 06 30 44 OU 45 68 07 Oo 71 4 U7 15 106 07.30 111 0745 117 38 ON OU 138 4 Ux 15 124 Ox 3ii 90 (Ix 45 84 U9 uo 83 3 0915 102 09 30 74 O9 45 92 Ill UU 70 2 11)1458 1u 30 84 lu 45 79 I I UO 76 3 II is 77 11 3u 80 11 45 80 rowla 2,110 phPt;, 50.8 Da) Pot41's 5, r14} Splits 4 cal. Hour 07:30 �ulumc 490 Factor 0.89 D.ta file DOI 10181 REET 643 5.4 04.45 540 0.87 Transportation Studies, Inc. 1820 E. Garry Avenue. Ste. I t6 Santa Ana, CA. 92705 ES AM PM 14 40 122 438 7 85 10 113 9 118 6 IS too 375 5 90 2 93 5 92 9 17 102 543 4 132 3 148 1 161 2 5 117 552 1 119 0 144 2 172 O 9 140 601 1 148 2 154 6 159 8 37 146 587 6 132 6 '176 17 133 12 132 129 550 34 145 32 146 54 130 80 380 127 383 92 92 89 95 119 69 123 417 74 278 120 70 82 65 92 69 76 293 74 241 66 58 81 64 70 45 82 298 55 134 68 32 62 28 86 19 88 394 21 62 110 18 94 13 102 10 2.040 4,744 49.2 57.3 1094 54.6 07:30 03.45 451 614 0.92 0.89 Combined AM PM 17 54 206 777 10 163 15 194 12 214 7 25 184 714 7 172 3 183 8 175 II 27 188 931 6 223 6 243 4 275 3 10 269 1,023 3 237 1 254 3 263 3 34 258 1,069 6 260 11 276 14 275 16 106 292 1.123 2'_ 288 24 308 44 245 44 316 225 889 74 224 76 232 1" 209 151 785 205 608 198 146 200 141 236 116 261 853 118 437 244 101 172 106 176 112 159 644 116 390 168 94 155 104 162 76 152 589 75 213 126 57 146 48 165 33 164 707 28 103 187 36 174 24 182 is 4,150 8277 12.427 07,30 04.45 941 1,153 090 0.94 01W, Site: EWPOER VXH Date: 10/30,01 Day: Tuesday Ltxatmn : 19th 51 Segment : E/O NE Client : CITY N Inten2l Begin AM 12100 14 3 1213 8 1230 10 12 45 5 Ol UU 5 I 01:13 1 01.30 2 01,45 8 0200 3 02 IS 0 02-30 3 0245 1 0300 1 03 15 2 0330 0 0345 2 04 Uu 3 1 U4 IS 4 04 3U 2 0.; -15 3 05 UO 1 3 04 Is 9 05 30 I S 0543 11 06 UO 15 13 O6 15 28 0(,30 31 06.45 61 0" UU 60 32 0' is 84 07.10 88 0743 92 US (10 92 38 0.115 111 US 3u 88 u's 49 97 U9 U) 80 3 U915 81 U9 311 80 Jv 45 86 10 UU 84 31 IU Is 70 lu 31) 81 lu 45 84 11 OU 97 3 11 IS 92 11 30 106 11 45 98 futal< 2.002 5pltl"„ 40.3 Ila) i.duls 611 04) Nphts 4 Nat. Ilour I1�00 Volume 393 I•actur 093 Dutu Pile, DOI10182 KbhI WPORT BLVD-EAST EWPORTBEA EB PM 7 114 402 96 94 98 6 92 395 113 16 104 7 116 432 102 100 114 5 122 473 107 122 122 2 125 472 108 113 126 9 127 478 113 117 121 5 117 466 132 127 90 4 108 382 too 82 02 8 73 259 61 63 62 27 65 226 62 50 49 9 40 136 42 30 24 93 16 63 27 14 6 4,184 44.7 86 3.2 05.45 497 0.94 Transportation Studies, Inc. 1820 E. Garry Avenue, Ste. 116 Santa Ana, CA.92705 WB AM PM 5 22 132 561 6 130 7 152 4 153 4 21 145 386 6 149 3 144 8 148 3 11 152 355 3 138 4 120 1 145 2 7 178 660 2 164 0 160 3 1511 4 22 174 660 6 154 9 184 3 149 7 70 170 671 14 I58 21 181 28 162 39 230 138 480 38 127 76 ill 77 104 99 589 88 310 d50 90 162 70 178 62 146 563 102 303 128 189 160 59 134 53 128 470 66 190 116 52 its 38 108 34 94 454 26 128 Its 36 124 40 Ila 26 110 497 11 70 126 22 121 20 140 II 2,961 5,180 $9.7 55.3 8.141 56.8 Combined AM PM 19 59 246 969 14 226 17 246 9 251 9 37 237 981 7 272 5 220 16 252 6 18 268 987 3 240 7 220 2 259 3 12 300 1,133 4 271 0 282 5 280 7 34 299 1.132 10 262 11 297 6 274 8 109 297 1.149 23 271 39 298 39 283 54 365 253 946 66 259 107 238 138 194 159 913 106 692 234 190 250 152 270 154 238 956 175 562 239 150 248 122 231 Ili 208 797 131 416 197 114 198 88 194 83 173 773 66 264 188 78 205 70 202 so 207 890 33 133 218 49 227 34 238 17 4.963 9,364 14,327 07:15 05.00 07 30 05:00 636 071 997 1.149 0.89 0.93 002 0.96 sLkLk. . Site: EWPORTSCH7 Date: 10/30101 Day: Tuesday r 'r c,e 7u 17TH STREET FULLERTON TO ORANGE : NEWPORTBEACH EB AM 44 146 42 30 30 18 80 22 14 26 20 46 7 8 16 41 7 8 10 12 71 13 17 29 26 177 27 56 68 69 489 87 143 190 202 977 258 233 284 267 996 242 231 256 292 1,034 256 245 241 266 1,078 237 272 303 282 1,149 275 284 308 6,284 51.8 17.641 499 PM 332 1,335 323 334 346 324 1 r54 308 314 308 280 1,186 289 308 309 340 1.284 324 290 330 306 1201 320 271 304 291 1,125 290 272 272 272 967 236 243 116 196 781 222 190 173 171 674 159 160 184 169 699 204 158 168 146 Soo 139 123 92 106 351 88 93 64 11.357 48.9 Transportation Studies, Inc. 1820 E. Oarty Avenue. Ste 116 Santa Ana, CA. 92705 WB AM PM 44 138 339 1,414 35 376 28 359 31 340 32 110 357 1,386 22 325 36 348 20 356 10 40 340 1192 10 306 11 308 9 338 12 37 340 1,239 8 307 8 301 9 291 12 70 308 1.292 8 328 17 306 33 340 25 223 332 1,328 40 368 74 333 84 295 102 485 298 1,009 99 270 148 233 136 208 191 780 216 776 179 212 204 184 206 164 221 822 216 695 190 170 195 171 216 138 246 968 160 628 230 179 242 141 250 148 230 1.042 132 438 256 106 276 98 280 102 237 1,134 120 37S 286 92 327 74 284 93 5,949 11.866 48.2 51 1 17,715 50.1 11:00 12.00 11,00 12:15 1,149 1,335 1,134 1,432 0.93 0.96 0.87 0.95 S932s001 Z L6 File: Combined AM PM 88 284 671 2.749 77 699 58 693 61 636 50 190 681 2.640 44 633 50 662 46 664 30 86 620 2,478 17 595 19 616 20 647 28 78 680 2.523 15 631 16 591 19 621 24 141 614 2.483 21 648 34 577 62 644 51 400 623 2,453 67 658 I30 605 152 567 171 974 570 1,976 186 506 291 476 326 424 393 1,757 412 1,557 437 434 437 374 490 337 488 1.818 387 1.369 432 329 426 331 472 322 538 2.002 329 1.327 486 383 487 299 491 316 496 2.120 278 938 493 245 548 221 583 194 519 2.283 226 730 561 180 611 167 592 157 12,133 23223 35.356 11.00 12:15 2,283 2,759 0.93 0.99 Site: EWPORT BCH Date: IO,31101 D0I 10183 Day: Wednesday Transportation Studies, Inc. 1820 E. Gary Avenue. Ste. I t6 Santa Ana. CA. 92705 Location c 16th STREET Scgmcnt : OLD NEWPORT BLVD TO ORANGE AVE Client : CITY NEWPORT BEA ' AM EB PM A Begin AM PM 12:00 3 5 44 172 3 9 28 172 12.15 2 35 3 54 12.30 0 42 3 46 12:45 0 51 0 44 01.00 0 2 35 194 0 2 38 114 01.15 0 60 0 22 01.30 1 53 0 26 01 45 1 36 2 28 02:U(i 0 4 39 189 0 1 26 128 02 IS I 48 0 33 02.30 0 44 0 39 0245 3 58 1 30 0300 1 2 40 153 0 2 38 167 03.15 0 38 0 54 03:30 1 35 2 38 03 45 0 40 0 37 04;u0 0 4 44 197 1 3 35 123 0415 0 56 0 24 04-30 0 47 2 28 0445 4 50 0 36 05.00 0 17 44 158 0 4 43 121 05.15 3 43 1 30 0530 6 42 2 18 0543 8 29 1 30 0600 12 76 34 112 4 27 14 58 06.15 13 31 5 14 06.30 20 23 8 20 0645 31 24 10 10 0- W) 17 91 14 75 8 118 11 50 07 13 22 25 22 12 0730 26 8 48 16 0745 26 IS 40 11 081)0 22 109 IS 67 32 102 23 56 08 15 32 18 22 13 0830 25 14 26 6 08.45 30 17 22 14 0900 16 102 20 56 18 84 8 47 09 15 34 17 22 13 0930 23 9 26 13 09-45 29 t0 IS 13 10.00 38 117 8 33 18 99 14 21 IU•IS 16 II 17 7 10.3U 35 9 34 0 1045 28 5 30 0 11 ()it 27 142 8 25 30 119 5 19 11 Is 34 6 28 4 11 30 41 6 32 6 1145 40 5 29 4 Totals 671 1..21 570 1.076 I Split% 54.1 56.9 45.9 43.1 Dat fnlula :.092 I,h4h Day Splits 56.0 44.0 Peak Hour 11:00 12:45 07:15 12:15 1 Volume 142 199 142 182 Pactur 0.87 O.R3 0.74 0.84 Data File: DOI10184 /� 1 —j 1 0 Combined M PM 6 14 72 344 5 89 3 88 0 95 0 4 73 298 0 82 1 79 3 64 0 5 65 317 I 81 0 83 4 88 1 4 78 320 0 92 3 73 p 77 1 7 79 320 0 80 2 75 4 86 0 21 87 279 4 73 8 60 9 59 16 103 48 170 18 45 28 43 41 34 25 209 25 123 44 37 74 34 66 29 54 211 41 123 54 31 51 20 52 31 34 186 28 103 56 30 49 22 47 23 56 216 22 54 33 18 69 9 58 5 57 261 13 44 62 10 73 12 69 9 ,241 2.497 3.738 1:00 12•I5 261 34S 0.89 0,91 I Site: EWPORTBCH Date: 10/31/01 Day: " Wednesday 1� Transportation Studies, Inc. 1820 E. Garry Avenue, Ste. 116 Santa Ana, CA. 92705 Location 15th STREET ent : OLD NEWPORT BLVD TO ORANGE AVE ent : CITY NEWPORT BEA dgm erval EB WB tsegm AM PM AN PM A 12,00 1 4 11 103 I 3 16 65 12:15 2 20 0 Is 12.30 0 28 0 is 12 45 1 37 2 13 00 0 1 32 90 3 6 28 106 �01 01.15 1 33 I 37 01:30 0 IS 1 22 01,41 02:00 0 1 1 10 22 107 1 0 0 19 Is 88 02.15 0 23 0 12 02.30 0 39 0 14 1t2 45 0 23 0 _ 44 3.00 0 0 13 79 0 0 18 54 03,15 0 20 0 13 03:30 0 16 0 12 0345 0 30 0 11 04.00 0 0 19 79 0 0 25 65 04 t5 0 14 0 a M04.30 0 29 0 12 0445 0 I8 0 20 03.00 0 3 18 59 3 II 19 56 05.15 0 13 2 18 05.30 1 15 5 II 0343 2 13 1 8 06:00 2 37 25 75 7 39 8 32 106,15 8 18 10 6 06 30 16 I5 9 9 00A5 11 17 13 9 00 16 154 23 46 11 86 6 45 107 07 15 40 11 la 19 07 30 46 8 26 9 07.43 52 4 34 Il 0800 18 61 5 28 24 79 18 64 08 15 10 10 22 23 08 311 B 5 16 17 139 45 25 s 17 6 09.00 14 49 5 22 17 66 8 40 09.13 13 12 12 12 10 2 IS a �0930 Y) 45 12 3 22 12 10,00 10 52 6 13 a 55 9 26 IU IS IJ 1 19 5 1I030 12 4 16 6 IU 45 17 2 12 6' II 00 a 50 2 10 10 53 4 13 is 20 4 is 3 1I 11.30 10 2 14 2 1143 12 2 14 4 gals 412 711 398 654 tl i, 50.9 52.1 49.1 479 Day'Totals 1,123 1,052 ay Splits 51.6 484 Ilour 07:15 12:30 07:30 01:00 07 Volume 156 130 106 106 cmr 0.75 0.88 0.18 0.71 0 File DOI 10185 ' J41a FLU Combined M PM 2 7 34 168 2 38 0 46 3 50 3 7 60 196 2 70 1 37 1 29 I 1 40 195 0 35 0 53 0 67 0 0 31 133 0 33 0 28 0 41 0 0 44 144 0 22 0 40 0 38 3 14 37 115 2 31 6 26 3 21 9 76 33 107 18 24 25 24 24 26 27 240 29 91 55 30 72 17 86 IS 42 140 23 92 32 33 2; 22 42 14 31 115 13 62 25 24 25 10 34 15 Is 107 is 39 32 6 28 10 29 8 18 103 6 23 35 7 2; 4 26 6 810 1,365 2.175 :15 12:30 255 226 74 0.81 Site: EWPORTBCH Date: 10131,101 Day: Wednesday SEP-11-02 08:49 AN T KHNDYUKIH��un.S,uUaGo Trnsportation Studies, Inc. 13201- 011ty Avenue, SIC 116 Sanu Ant, CA. 92705 BAKER STREET Site: EWFORTBCH NORT)ICASTOFSR.73 Date: 09/10/02 CITY NEWPORT BCH ES WB ' ' CombinoS Day Tunday AM PM AM PM AM PM 12 52 224 974 I4 64 212 820 136 116 436 1.794 14 217 9 193 23 415 13 278 1s 211 30 496 14 255 13 192 27 447 5 32 221 917 14 36 218 $16 19 68 439 1,733 13 218 7 i89 20 417 10 232 7 220 17 452 4 236 8 189 12 425 3 3 28 233 278 984 10 8 36 213 190 842 13 1l 64 446 468 11,126 11 235 5 216 19 451 11 238 10 223 21 461 9 50 217 851 12 37 215 996 21 87 442 1,854 IS 210 8 216 23 426 I4 216 12 259 26 475 12 205 5 306 17 311 10 S6 212 853 8 37 395 1.619 18 93 608 2.472 14 214 6 374 20 531 16 221 7 427 23 048 16 205 16 422 32 628 30 208 212 777 18 92 492 1,760 48 300 704 2.537 42 210 12 406 54 616 b6 183 30 424 96 607 10 172 32 439 102 610 93 741 t88 690 38 242 34S 1,163 131 983 333 11853 152 188 57 298 209 486 236 156 72 300 308 416 260 Ise 75 220 335 378 2$0 1.318 132 450 103 S66 1$4 S44 353 1,884 286 1.000 339 128 152 144 490 272 340 Ill 177 116 517 228 390 84 134 130 524 214 368 1,140 104 380 122 468 128 399 490 1,609 232 778 298 90 111 It 416 171 261 100 120 97 381 197 213 86 108 92 321 178 226 808 94 340 140 537 85 317 366 1.305 179 666 192 9S t26 84 313 179 206 86 1$1 68 357 IS4 184 74 140 80 324 154 ISO 601 66 207 120 509 68 24 270 1,109 134 451 ISI 54 142 60 293 114 163 48 131 48 194 96 137 39 115 68 251 107 151 692 40 111 156 757 48 146 307 1,449 69 237 IRS 29 168 39 336 68 _ 161 26 212 35 373 61 192 16 221 24 413 40 5,726 7,556 3,400 ' . 9,665 9,126 17,221 62.7 43.9 37.3 66.1 13,282 13,065 26.347 $O 4 49.6 01.13 02:00, 11:00 05:00 07:I5 04.30 1,436 984 7S7 1,760 2,021 2.396 0 92 0.99 0.96 0.99 0.96 0.92 ' Data File ; DO209053 SEIS29.16. 2002r 3:41PMt -03 Public Works 949-644.3318 I BRISTOL STRFET NORTIIEAST OF SR-73 CITY NEWPORT BCH NO AM PM 17 60 240 1.010 11 257 14 240 II 264 9 28 297 11009 4 204 6 2S0 9 213 II 32 214 922 0 244 3 234 7 210 7 22 260 927 3 199 4 242 6 224 7 73 311 952 12 232 16 249 16 253 29 162 272 1.006 27 244 56 249 SO 241 36 43S 238 192 18 218 156 220 134 216 too 814 176 651 190 159 226 111 230 161 204 665 126 499 164 124 IS) 127 144 122 160 620 112 353 134 91 159 84 149 67 161 480 70 256 IS3 S6 194 48 Igo 14 Igo 156 94 165 124 44 226 22 220 19 4,430 1.649 SU 6 48.6 13.079 49.2 I I:OU 12.15 854 1,057 095 092 TranTartatlon.Studle/, Inc. 1820 E. 04Ry Aran". 30 116 Santa Ana. CA. 92705 949 e32 64.i10.41J4 Y• I; I.,Q2 o� S Bite. EWPORTECII Date 09110N2 SB• CombinedpM ply, Tuesday AM 21 11 PM 361 1.031 AM 31 111 SOa 2.041 33 222 al 485 11 258 25 307 16 9 43 211 293 1,056 27 1a 73 y45 Igo2.065 11 265 16 519 I 2 24 496 6 6 252 l5 470 11 33 137 90 22 65 451 1.117 6 Z22 15 466 6 261 I I 17 502 461 10 4 21 239 260 906 11 43 20 1,133 I 199 5 398 5 227 9 469 10 6 40 220 224 960 II 13 43 t46 442, 1.912 10 234 22 400 10 252 26 32 $01 503 14 16 ISO 250 265 1.101 45 312 537 21113 30 226 57 330 46 272 101 520 58 51 39$ 285 266 941 108 114 8.13 520 504 I,W 32 244 170 117 215 433 131 IJO 752 293 199 611 2 76 196 I15t4 439 1,733 190 135 380 ]375 44 182 154 410 309 250 225 133 144 02 550 a80 429 1,308 305 91 1.049 196 142 350 266 160 155 313 113 J 162 146 596 120 Ile 440 306 306 t,218 242 230 195 160 11 1 204 ill 162 11) 97 22 316 197 161 , 170 644 76 271 331 1.324 146 330 136 67 191 123 19 12 3 120 136 Q 119 176 NI 63 52 2)4 339 362 fi2 1,697 176 403 199 97 422 141 73 232 53 45S It 23S 4.323 32 9.151 455 9,153 t7.807 49.4 51.4 13,481 261i60 50.1 07:11 05:15 07:15 12:30 $47 1,109 1,699 Z,t51 Of$ 0.07 0.51 0.93 4 Dun P114 D0109054 Transportation Studies, Inc. t� 1 1820 E. cam Avenue. Ste. 116 ' Santa Ana, CA. 92705 Site: EWPORT BCH Location RED HILL AVENUE Date: 10130101 Segment : NIO BRISTOL STREET Pile DOI 10197 Client : NEWPORTBEAC14 SB Combined Day: Tuesday Interval NB PM AM PM AM PM Bcgm AM 3 13 199 934 5 17 400 1.158 30 599 2.092 12.00 6 302 9 517 1215 3 215 5 232 7 478 12-1n 2 246 1 224 6 498 1245 5 274 2 11 220 711 25 4774 1.542 0101) 3 14 254 $31 167 5 38, 0115 2 215 3 2 176 5 364 01 30 3 188 ' 4 148 10 322 0145 6 174 4 22 172 689 10 46 332 1.274 02 UU 6 24 160 585 170 13 319 02 15 6 149 7 167 12 299 02 6 132 6 5 ISO II 724 0'4'45 : 6 IS 14444 134 537 6 21 162 693 10, 36 296 1,230 0300 4 4 141 9 283 03 15 5 142 132 5 186 9 318 03.30 4 6 204 8 333 03 4$ 2 3 36 129 106 446 12 41 234 1.005 IS 77 340 1,451 0401) 3 113 4 235 9 348 04 0 7 260 15 379 U4 31, 8 119 18 276 38 384 04 4$ 20 23 135 108 Ito 476 10 56 440 1J53 33 191 530 1.829 05 UU 05 22 116 IO 355 32 411 1 0b 3 78 124 17 320 SS 444 US 45 a2 126 19 238 71 364 U6 On) 42 323 76 224 2. 2 l38 200 568 64 461 276 792 Ob 15 47 52 24 172 71 224 Ob 30 97, 48 39 124 131 172 U6 45 142 48 53 72 91 235 195 103 1.473 120 123 347 U7.00 1.159 32 112 44 314 74 p; I5 223 23 22 54 52 277 3U 329 34 84 44 413 78 0144 458 24 132 48 Silo 72 08 UU 406 I,236 24 73 91 453 38 156 497 1,689 62 228 08 15 355 23 148 32 603 55 08311 245 11 120 49 30 60 0845 230 14 94 37 324 51 09011 173 582 12 53 106 438 19 98 279 1.020 31 131 0415 150 12 96 29 246 41 0'.311 131 11 130 20 261 31 U945 128 18 106 30 234 196 912 48 42 112 16 W, 100 451 22 49 96 461 20 63 24 Ill l' 131 6 104 IS 235 1a 3U 108 12 114 IS 222 27 IU 4S 112 9 147 10 359 19 II 00 98 615 4 24 172 1.020 17 42 270 1.635 21 66 It 1S 152 5 182 11 334 16 II 30 164 8 332 7 496 13 Il 4S 201 7 334 2,992 7 6,771 535 7,595 14 11.114 total. 4.603 4.343 39.1 39.4 60.9 Split"'. 60.6 Oa) fUtala 8,946 9,763 1B,709 Da) Splits 47.8 52.2 Peak dour 07:30 12:15 11:00 04:45 1,391 07.30 2,003 12,00 2,092 Volume 1,548 989 1,020 0J6 0:79�'' 0.85 0.37 Factor 0.84 0.90 TT r,�V Data Pile. S216SO01 5nr-11-bi, e+a .+o nri ,rtn„at ..o., n-----.------- Transportation Studies, Inc. a g 1120 E. Clary Avenue, Ste 116 ' Sams Atu,CA. 92705 Site. EWPORT BCI{ Ikon UNIVERSITY DRIVE Due: 09/I0102 8rrent ' SR•73 TO CALIFORNIA ens . Cl'rY NEWPORT HCH WB ComhinedPM p y Tues44y Intend .94It AM ED PM Apt '16 PM 174 677 AM 33 97 320 I,I90 �12;00 17 43 146 513 13 54 163 286 12:IS 12 8 123 130 14 204 22 334 12:30 12.45 6 114 11 13 40 136 180 704 17 24 68 250 1,167 O1:D0 II 28 119 463 1 162 11 2 78 �99 olds 4 116 8 190 16 278 01.30 8 104 124 12 172 17 296 01:45 ; 5 11 158 580 l9 162 745 10 30 320 1,32$ 02:00 3 152 E 217 8 316 �02•IS 142 7 369 02,45 1 2 171 S 178311 7 320 02.45 2 11 176 657 19 Z8� 789 6 JO 1,446 03:00 03: � I 159 1 1 204 5 371 300 03:30 30 d 4 I56 164 10 191 14 355 03:45 4 26 179 881 6 26 216 950 10 52 394 1,831 04:00 041S 6 193 10 206 16 11 488 04110 4 250 7 3 238 790 15 545 044S 12 to 149 255 324 1,214 14 112 339 1,349 24 261 2.563 05:00 03:1S 36 288 21 3Sl 57 74 662 39 656 05:30 43 312 31 46 344 316 106 606 05'45 60 59 383 290 292 841 51 395 299 940 Ila 708 590 1,781 06:00 06:15 84 200 70 2 216 416 00: 94 146 149 49364 122 142 2116 6 168 288 317 45 OG:45 172 918 166 339 192 1,025 198 393 364 1,9d3 1,132 07:D0 07:13 170 140 238 144 414 595 290 241 07:30 268 117 327 268 124 127 570 237 0743 302 247 951 110 124 434 230 1.104 jig 409 527 2,055 243 $43 08:CO 08:15 265 116 330 102 595 523 218 218 08.30 261 100 262 232 S2 96 410 192 08;45 178 I58 $29 94 112 336 170 692 88 308 329 1,221 20o 644 09:00 09AS 127 92 199 87 316 301 179 134 04:10 '09:45 126 tl6 76 66 173 160 $51 58 75 79 213 276 216 920 131 163 441 In-00 88 369 84 228 129 98 10:15 9u sa 1s0 u 240 104 10:30 lot 56 125 48 42 226 238 76 10.45 90 34 34 121 148 I69 703 26 96 249 1,069 600 217 1100 81) 18 366 28 166 IB 244 46 11:15 11:30 98 35 186 26 284 61 50 11:45 Ito 24 192 4,730 26 7.773 292 8.514 14,580 Iit41 3.784 6.807 dht 44.4 46.7 56.0 53.3 Tail 10.191 12,503 23,094 �ty q SOIn 45.9 $4.1 Mak Hour 07:30 05:00 07:30 01:00 1,349 07.30 2,287 05:00 2,563 Vulum 4tor 1,082 0.90 1,214 0.94 1,205 0.91 0.96 0.96 0.97 DIU ;;lc: 00209050 �,�, Transportation Studies, Inc. 04 7, 1820 E. Gavy Avenue. Ste. 116 Santa Ana, CA. 92705 Lucatlun : PLACENTIA AVENUE EWPORTBCH Date Date: IOA0.'01 Scgmenl : S/0 VICTORIA STREET File: D0110-10, Client : NEWPORT BEACH SB Combined Day: Tuesday Intenal Begin AM NB PM AM PM AM PM 12:00 26 110 194 915 16 56 164 768 42 166 358 1.683 12 Is 27 217 16 176 43 393 12.30 24 257 14 236 38 493 1245 33 247 10 192 43 439 OI Oil 30 82 246 914 6 33 193 $10 36 115 439 1,724 01 13 28 244 10 205 38 449 0130 14 218 7 194 21 412 - 0145 10 206 IO 218 20 424 02,00 10 39 243 916 7 31 215 876 17 70 458 1,793 02 13 It 232 6 210 17 442 02311 10 210 11 202 21 412 u2 4$ 8 231 7 249 15 480 03011 4 35 270 1,161 4 26 240 962 13 61 $10 2.123 03 15 2 267 1 264 3 531 03.3u 16 316 8 228 24 5" 0.144 8 308 13 230 21 538 5 0400 4 27 336 1.372 11 74 230 879 IS I01 SG6 2:51 04 IS 9 318 16 216 25 $34 04.311 6 382 22 210 28 502 0443 8 336 25 223 33 559 ,y 05 01l 10 46 384 1,562 28 285 192 836 38 331 570 1.398 W 15 4 370 44 192 48 562 053u 18 442 95 233 113 675 05 45 14 366 Il8 219 132 585 0u Uu 4 126 478 1,418 100 706 200 668 104 $32 678 2.086 Ott 15 26 310 158 172 184 482 063u 38 328 206 140 244 468 01.45 58 302 242 156 300 458 0- 01. 64 372 250 873 219 1,133 136 500 283 t.S05 386 1.373 u' 1S 74 250 235 139 309 389 073U I18 199 289 124 407 323 07,45 116 174 390 101 506 275 OS (it) I18 636 195 618 332 1,050 08 358 430 1.686 293 976 OS 15 132 173 260 84 392 257 Ox 3u 192 130 242 90 434 120 0845 194 120 216 86 410 206 09011 232 816 131 457 215 78S 98 328 447 1,601 229 785 09 15 221 98 166 86 387 184 Uo 30 181 125 216 8G 397 211 0945 182 103 188 58 370 161 10011 190 717 104 372 168 747 58 197 358 1,464 162 569 10 15 172 108 204 52 376 160 lu 31) 164 87 204 52 368 139 lu 45 191 73 171 35 362 108 II Ott 168 758 72 253 208 790 31 82 376 1.548 103 335 It IS 183 82 186 21 369 103 113u 188 56 196 16 384 71 114$ 219 43 200 14 419 57 Tutuls 3,764 10,331 5,716 7,264 9,480 13.095 tiplu••u 39.7 59.9 60.3 40.1 Ua) 11n41s 14.595 1111811 27,575 Da) .Splits 52.9 47A Peak Hour 08:30 0545 07:30 02:45 981 07.45 1.782 05.15 2,500 Volume 839 1,656 1,271 0.81 093 0.88 0,92 Faclnr 0.90 0.87 Dam File. S309SOOI Transportation Studies, Inc. 1820 E. Gany Avenue, Ste. 116 Santa Ana, CA. 92705 I HARBOR BOULEVARD SIO VICTORIA STREET File: : NEWPORTBEACH SB Combined AM NB PM AM PM AM PM 38 109 324 1,373 33 110 340 1.391 71 219 664 2,754 26 338 34 311 60 649 19 357 16 382 35 739 26 354 27 348 53 702 14 68 358 1,388 21 54 340 1,371 35 IN 698 2,759 14 314 11 353 25 667 18 376 15 330 33 706 22 340 7 348 29 688 18 43 332 1.353 11 35 360 1,398 29 78 692 2.751 10 356 10 333 20 689 7 321 9 369 16 690 8 344 5 - 336 13 680 7 25 368 1,477 10 43 383 1.545 17 68 751 3,022 8 372 14 352 22 724 6 337 10 382 16 719 4 400 9 428 13 828 12 78 394 1.582 16 84 383 1.459 28 162 777 3,041 18 404 14 326 32 730 17 396 28 380 45 776 31 388 26 370 57 758 31 157 416 1,585 31 209 338 1,463 62 366 754 3,048 30 419 42 364 72 783 54 396 59 389 113 785 42 354 77 372 119 726 68 420 367 1,300 82 604 344 1.272 150 1,024 711 2.572 78 329 I50 336 228 665 IIS 312 170 286 288 598 156 292 202 306 358 598 165 909 240 879 206 1,083 292 1,044 371 1,991 532 1.923 220 238 250 300 470 538 247 214 286 240 533 454 276 187 341 212 617 390 240 977 198 721 315 1221 198 774 555 2.198 396 1.495 252 193 318 215 570 408 226 166 286 182 512 348 259 164 302 179 561 343 204 969 147 517 268 1,054 194 654 472 2.023 341 1.171 250 140 250 184 500 324 254 130 250 143 504 273 261 100 286 133 547 233 266 1.087 114 386 282 1,140 119 385 548 2,227 233 771 270 118 302 114 572 232 300 105 274 88 574 193 251 49 282 64 $33 113 324 1.258 68 224 320 1.289 58 210 644 2.547 126 434 316 68 295 60 611 IN 322 42 342 54 664 96 296 46 332 38 628 84 6.099 12.785 6,926 12.956 13.025 25,741 468 49.7 53.2 503 18.884 19.882 .18,766 487 51.3 11:00 04:30 11!00 03.00 11:00 03.45 1,258 1.619 1.289 1,545 2.547 3,111 0.97 0.97 0.94 0.90 0.96 0.94 Site, EWPORT BCH Date: I O130101 D0110202 Day Tuesday S912S001 -:�53 Location : NEWPORT BOULEVARD -EAST Segment : S/O 22nd ST Client : CITY NEWPORT BEA Interval Begin AM- NB 12.00 12 54 1215 10 1236 20 12 45 12 1 01) 23 60 1 15 10 130 8 1 45 19 20U J 30 2 15 4 230 9 245 10 3 00 6 26 315 5 3.30 10 3 45 5 400 4 48 415 12 4 30 10 445 22 400 25 141 5 15 26 3 30 44 5 45 46 b O0 64 390 b 1$ 82 030 105 b 45 139 oil 194 984 15 217 30 273 -45 300 s VU 248 941 s 15 243 s 31) 226 545 224 9 0U 202 775 9 Is 192 430 192 945 199 IU UU 214 799 ID IS 179 IU 30 198 It; 45 208 1100 203 857 11 15 190 11 3U 230 I 1 43 234 Totals 5.105 Peal, Iiour 7.30 olume 1,064 Factor 0.89 DayTotal 12,144 Transportation Studies, Inc. 1820 E. Garry Avenue, Ste. 116 Santa Ana, CA. 92705 PM - NB 214 214 220 229 230 221 220 209 210 170 196 190 226 188 197 194 186 204 232 212 238 220 223 182 157 179 146 152 117 150 93 96 104 98 100 91 74 78 64 42 54 57 38 27 32 28 23 16 7.039 430 902 0.95 876 879 166 805 834 863 634 456 393 258 176 99 o` I Site: NEWPORT BCH Date: M30r1 Day: Tuesd Data File: 130110204 i5LA Transportation Studies, Inc. 1820 E. Garry Avenue, Ste. 116 Santa Ana, CA. 92705 :NEWPORTBOULEVARD WEST SIO VICTORIA STREET : NEWPORT BEACH AM- SB PM_ SB 3D .. ..-.-T60-_-_ 224 197 26 196 30 204 I4 16 64 191 168 19 180 14 198 15 70 61 198 Is 204 Is 180 212 11 8 42 238 194 6 199 14 163 14 8 40 276 284 11 281 16 328 5 316 12 111 318 20 329 31 326 48 46 284 22 58 232 78 1-73 102 230 79 451 1-16 152 114 130 108 124 150 110 504 128 110 129 88 133 101 132 152 576 106 III 28 97 138 06 158 94 146 622 72 156 70 149 46 1 It 178 776 41 31 178 38 198 43 222 8.595 3,631 4:45 11:00 1,291 776 0.98 0.87 12,226 Site: NEWPORT BEAC Date: 11.01.0: Day: 821 737 794 894 1.169 1.289 987 622 427 420 282 153 Thursda% DO110203 _�' S Volumes for Wed. 4/3,02 - 4/4:02 ADS Penod NB SB 12:00-12:15 4 9 12:15-12:3n 6 7 12:30-12 • 8 6 12:45-1:�,. 4 22 3 25 1:00-1:15 2 3 1:15-1:30 2 2 1:30-1:45 3 2 1:45-2:01 4 11 5 12 2:00-2:15 3 2 2:15-2:30 0 0 2:30-2:45 1 3 2:45-3:00 1 5 1 6 3:00-3:15 1 1 3:15-3:30 2 0 3:30-3:45 1 2 3:45-4:00 0 4 0 3 4:00-4:15 1 5 4:15-4:30 0 2 4:304:45 0 0 4:45-5:00 0 1 1 8 5:00-5:15 1 3 5:15-5:30 2 3 5:30-5:45 1 6 5:45-6:00 2 6 5 17 6:00-6:15 7 3 6:15-6:30 4 2 6:30-6:45 6 11 6:45-7:00 5 22 13 29 7:00-7:15 9 26 7:15-7:30 13 22 7:30-7:45 16 29 7:45-8:00 17 55 17 94 3:00-3:15 22 22 8:15-8:30 32 32 8:30-8:45 20 20 8:45-9:00 25 99 25 99 9:00-9:15 18 18 9:15-9:30 20 20 9:30-9:45 26 26 9:45-10:00 24 88 24 88 10:00-10:15 21 21 10:15-10:30 35 35 10:30-10:45 26 26 10:45-11:00 31 113 31 1L 11:00-11:15 17 17 11:15-11:30 38 38 11:30-11:45 21 21 11:45-12:00 42 118 42 11 Total Vol 544 612 Daily Totals u any ty of Costa Mesa Job # 04990071 ion: Orange n/o 21st PM Penod NkS SB 12:00.12:15 76 70 12:15-12:30 85 75 12:30-12:45 93 80 12:45-1:00 82 336 91 316 652 1:00-1:15 99 78 1:15-1:30 104 80 1:30-1:45 90 88 S 1:45.2:00 79 372 89 335 707 2:00.2:15 75 90 2:15-2:30 99 77 2:30.2:45 105 79 l 2:45-3:00 95 374 80 326 700 3:00-3:15 96 81 3:15.3:30, 35 70 3:30-3:45 27 58 3:45-4:00 40 198 61 270 468 4:00-4:15 43 73 4:15-4:30 47 61 4:30-4:45 36 78 4:45-5:00 SO 5:15 45 50 171 78 89 290 461 5:15-5:30 55 98 5:30-5:45 42 94 3 5:45.6:00 43 190 99 380 570 6:00-6:15 42 101 6:15-6:30 45 91 6:30-6:45 41 61 1 6:45-7:00 45 173 70 323 496 7:00-7:15 34 47 7:15-7:30 7:30-7:45 31 25 45 47 49 7:45.8:00 28 118 41 180 298 8:00.8:15 13 40 8:15-8:30 18 41 8:30.8:45 14 29 98 8:45-9:00 17 67 33 143 210 9:00-9:15 8 29 9:15-9:30 18 28 9:30-9:45 9 24 76 9:45-10:00 17 52 25 106 158 10:00-10:15 13 12 10:15.10:30 8 21 10:30.10:45 11 21 26 10:45-11:00 8 40 18 72 112 11:00.11:15 7 IS 11:15-11:30 12 Is 11:30-11:45 8 9 36 11:45-12:00 4 31 12 54 85 156 2122 2795 4917 2666 3407 6073 r;';O J I Location : SANTA 7nt S/0 22nd : CITY N Mal Begin AM 1204 2 15 1 2 30 0 1245 4 11 00 2 I IS 1 01 30 2 1 43 1 lIU I 2 15 1 0230 0 +46 0 3 UU 0 03 13 2 3:30 1 3.45 0 1400 1 0415 0 4 30 4 11443 0 0500 4 1 a IS 3 15 30 2 0543 5 6 00 6 5 0()0.31) 15 12 12 0645 23 700 28 19 17 13 39 0-30 43 7 45 86 8 ()111()111124 2 U8 IS 55 06 30 40 t8 45 51 9 Up 43 I 01) I5 32 1)9 30 34 ie a5 36 I u.UO 44 1 10 IS 51 030 38 u 45 44 11 00 59 2 IS 68 13i1 73 11 45 61 al. 1,141 111% 55.4 Uuy I,utalh 3, fSPhIs 5 Flour 07.30 Vulumc 308 1, or 0.62 Data Pile : DO110205 : ANA AVENUE ST EWPORTBEA SB . PM 9 62 251 61 64 64 6 47 211 60 62 42 2 61 313 92 81 79 3 68 253 54 59 72 5 85 337 92 76 84 4 120 451 119 107 105 3 91 286 78 63 54 6 43 143 30 36 34 7 0 26 101 124 29 22 45 21 68 24 12 II 77 20 50 9 10 II 61 10 27 8 7 2 2.491 604 632 8.7 05:00 451 0.94 Transportation Studies, Inc. 1820 E. Garty Avenue, Ste. 116 Santa Ana. CA. 92705 NB AM PM 2 7 42 174 1 42 2 48 2 42 0 7 38 130 2 32 3 34 2 26 1 3 48 189 2 32 0 46 0 63 1 2 93 265 1 68 0 52 0 52 0 2 58 220 1 44 0 66 1 52 2 16 62 206 1 50 4 52 9 42 4 44 42 156 12 37 14 43 14 34 26 195 36 99 32 25 53 28 84 10 112 272 32 92 72 21 40 20 48 19 36 120 20 49 30 6 26 17 28 4 14 too 13 31 30 4 - 34 8 22 6 24 152 7 23 36 4 38 6 54 6 920 1.634 44.6 39 6 2,554 41.3 07:30 02:45 321 276 0.72 0.74 557. Combined AM PM 6 16 104 425 2 103 2 112 6 106 2 13 85 341 3 92 5 96 3 68 2 5 109 502 3 124 0 127 0 142 1 5 161 518 3 122 111 1 0 124 1 7 143 557 1 136 4 142 1 136 6 30 182 657 4 169 6 159 14 147 to 97 133 442 24 115 26 106 37 88 54 391 79 242 71 55 96 64 170 44 236 542 58 193 127 45 80 49 99 41 79 265 41 117 62 32 60 29 64 IS 58 277 33 81 81 13 72 IS 66 17 83 413 17 50 104 12 111 13 115 8 2,061 4.125 6,186 07.30 05:00 629 657 067 0.90 Site: EWPORTBCH Date: 10/30/01 Day: Tuesday Volumes for Tues. 402/02 - 4/3/02 City of Costa Mesa Job # 04990092 Location: Tustin n/o 21st AM Period NB PM Period NB SB 12:00-12:15 7 5 12:00-12:15 30 22 12:15-12:30 2 0 12:15-12:30 26 28 12:30-12:45 1 2 12:30.12:45 23 29 12:45-1:00 0 10 0 7 17 12:45-1:00 12 91 22 101 192 1:00-1:15 4 1 1:00-1:15 34 17 1:15-1:30 0 0 1:15-1:30 49 18 1:30-1:45 1 3 1:30-1:45 29 20 1:45-2:00 0 5 1 5 10 1:45-2:00 41 153 28 83 236 2:00-2:15 2 1 2:00-2:15 39 16 2:15-2:30 1 1 2:15-2:30 52 34 2:30-2:45 0 0 2:30-2:45 33 26 2:45-3:00 0 3 0 2 5 2:45-3:00 29 153 24 100 253 3:00-3:15 3 1 3:00-3:15 50 32 3:15-3:30 2 0 3:15-3:30 22 29 3:30-3:45 2 1 3:30-3:45 23 19 3:45-4:00 2 9 0 2 11 3:45-4:00 19 114 11 91 205 4:00.4:15 4 1 4:00-4:15 42 29 4:154:30 0 0 4:15-4:30 50 44 4:30-4:45 0 0 4:30-4:45 56 36 4:45-5:00 2 6 0 1 7 4:45-5:00 47 195 31 140 335 5:00-5:15 0 0 5:00-5:15 40 24 5:15-5:30 4 2 5:15-5:30 39 28 5:30-5:45 4 0 5:30-5:45 56 28 5:45-6:00 3 11 1 3 14 5:45-6:00 34 169 33 113 282 6:00-6:15 9 7 6:00-6:15 28 24 6:15-6:30 13 3 6:15-6:30 30 23 6:30-6:45 9 2 6:30-6:45 21 28 6:45-7:00 14 45 8 20 65 6:45-7:00 16 95 22 97 192 7:00-7:15 13 7 7:00-7:15 12 24 7:15-7:30 31 11 7:15-7:30 10 20 7:30-7:45 29 9 7:30-7:45 11 17 7:45-8:00 51 124 15 42 166 7:45-8:00 8 41 7 68 109 8100-8:15 37 16 8:004:15 18 8:15-8:30 44 14 8:15-d:30 13 830-8:45 56 25 8:30-8:45 13 8:45-9:00 41 178 16 73 251 8:45-9:00 6 9:00-9:15 26 19 9:00-9:15 13 9:15-9:30 10 15 9:15-9:30 16 9:30.9:45 22 12 9:30-9:45 11 9:45-10:00 40 98 20 66 164 9:45-10:00 10 10:00-10:15 40 20 10:00-10:15 15 10:15-10:30 23 21 10:15-10:30 10 10:30-10:45 12 16 10:30-10:45 3 10:45-11:00 29 104 33 90 194 10:45-11:00 7 11:00-11:13 19 20 11:00-11:15 5 11:15-11:30 40 32 11:13-11:30 4 11:30-11:45 36 26 11:30-11:45 5 11:45-12:00 41 136 22 100 236 11:45-12:00 2 Total Vol 729 411 1-140 1163 Daily Totals 1891 13 10 10 8 41 91 a 15 5 50 4 5 1 l 35 7 2 2 16 3 892 1303 3t94 Z5$ Icatton : TUSTIN AVENUE Segment N/0 COAST HIGHWAY : CITY NEWPORT BEA Sent eNal NB gm AM PM 1200 0 1 24 110 12:15 1 32 12:30 0 27 12.45 0 27 1 6 34 113 101.00 01:15 1 29 01.30 0 28 01 45 4 22 2.00 2 3 27 118 2.15 0 25 02.30 1 31 0 35 �2.45 03:00 2 4 22 119 03.15 1 37 03 30 0 26 345 1 34 4-00 0 0 30 130 04 15 0 35 4.30 0 26 4AS 0 39 05 UU 1 4 38 112 1 26 �5.15 05 30 1 26 JS 45 1 22 06.00 1 17 12 38 )6 IS 2 6 )6 30 4 10 0645 10 10 00 6 61 7 34 F IS 14 8 0730 30 9 11 10 t745 8•U0 14 88 10 30 J8 15 27 5 0830 21 7 45 26 8 �)8 19:00 19 75 10 31 09-15 12 7 30 16 8 'W 19 45 28 6 10 U0 24 119 11 20 IU 15 19 0 U.30 28 5 J 45 48 4 11;0U 76 173 7 23 46 6 �1:15 130 19 8 11 45 32 2 a15 551 878 n"V 65.1 61.1 I)uy futula 1,429 SphIs 62.6 t+i . Ilaur 10:30 04:15 Volume 198 138 Faaur 0.65 0.88 1 )ata File . D0111012 Transportation Studies. Inc. 1820 E. Garry Avenue. Ste 116 Santa Ana, CA. 92705 " SB Combined AM PM AM PM 0 1 9 67 0 2 33 177 1 22 2 54 0 12 0 39 0 24 0 51 1 1 24 87 2 7 58 200 0 24 1 53 0 19 0 47 0 20 4 42 0 0 12 69 2 3 39 187 0 19 0 44 0 20 1 51 0 Is 0 53 0 I 16 90 2 5 38 209 0 28 1 65 1 23 1 49 0 23 1 57 0 0 20 100 0 0 50 230 0 22 0 57 0 30 0 56 0 28 0 67 0 0 20 70 1 4 58 182 0 14 1 40 0 22 1 48 0 14 1 36 1 13 10 24 2 30 22 62 4 5 6 II 2 5 6 15 6 4 16 14 6 34 7 16 12 95 14 50 4 2 IS 10 13 4 41 13 II 3 22 13 14 52 3 12 28 140 13 42 9 5 36 10 14 2 35 9 15 2 41 10 22 64 6 15 41 139 16 46 17 4 29 11 14 4 30 12 II 1 39 7 12 60 2 7 36 179 13 27 12 2 31 2 18 1 46 6 18 2 66 6 14 69 0 2 90 242 7 25 12 1 58 7 19 0 38 8 24 1 56 3 295 559 846 1.437 34.9 389 854 2,283 37.4 11:00 04.00 10:30 04:15 69 100 260 238 0.72 0.83 0 72 0.39 T d7 Site. EWPORT BCH Date, 10131/01 Day Wednesday ROADWAY LIMITS JURSIDICTION ADT DATE Pomona Victoria to Hamilton Costa Mesa 7579 5/8/2002 Bristol Newport to Red Hill Costa Mesa 22260 6/13/2002 MonteVista Newport to Orange Costa Mesa NA NA Santa Isabel Newport to Orange Costa Mesa 3651 4/3/2002 23rd St. Newport to Orange Costa Mesa 1174 6/26/2002 21st St. Newport to Orange Costa Mesa 2757 9/10/2002 Bay St Newport to Orange Costa Mesa 5193 3/20/2002 20th St. Newport to Orange Costa Mesa 3406 9/26/2002 1 Sth St. Newport to Orange Costa Mesa 1975 3/13/2002 U.\UcJobs\00460\From\CostaMesa\021001\[CountNeeds CosteMesa_compiete.xls]Sheet1 R 11 hoeaCarn 27[d/35th City of Newport Beach 7300 Newport 21vd. site Cud.. balboe WE, Ncathei CL9:AR Newport Beach, CA Starr Date: OS/27/99 ConAter 0020 (714) 644-1344 FAX (714) 644.3313 File I D bALN2)15 JANDS File: $7M$0001 a e ' Mon. 7 e•. Ned Thur. Fri. Neekday Sat. Sun. Ne.k Degin AVe 03/27 61/7a _A Fxh EWa10 75 Vchlclee Tj, 07/22 0 /27 07/24 02/ 5 03126 12: :m • 76 42 • • e 59 • 10 • 59 70 •• 01.00 79 20 e 02:00 • 2/ 11 • • 20 ' • 20 . 15 4 • 10 + )0 04:00 xz 1110 • !1 05.00 + 64 24 44 44 06:D0 • 173 Al • • 127 • 127 ••••• ' 07.00 67 040 1 •..................• 06.00 : 627 76 776 3 • S02 502 09:00 • 520 305 • 412 • 412 ......... I ...... • 419 • 419 .••.r....r....••• ' 10,00 552 256 e $79 • 5)9 ••••.........r r••...r. 11:00 694 389 . • • 566 • 566 .••........ ....••••.... 11:O0 pm 736 400 DitDO • 691 418 : 555 : : SSB _ ••. 02 00 689 114 0 = 966 ......•.•. .. •.•.. 03:DO 644 600 • • . 822 s • 822 ••............•.......•.• 04:00 932 769 860 : = B60 ......................... • 976 976 ......................... 05i00 1016 976 151 • 053 ••••.•.••.••...•...•••• 000 4 764 07:00 744 74 ]BO • • 662 + 562 ••••.................. 420 "$ •................ 08:00 548 30B : 09:00 45G 2" • . . 356 756 275 + • 235 •........ 13Y • + 119 �11 •:'" 176 107 . + 0 0 ii1974J 0 0 9341 Tot 6559 9990 2592 t Avg. NkDa 70 55 106.9t 27 7$ 7t .01 0$ 0$ nt 0t t Avg Day 70 5t 206 9t 27 .06 ' am PDak 11.00 1.1100 11: n0 11 DD 694 764 579 574 Peak 05:0D 05.00 01.00 (15.00 05.00 �vm 1016 976 410 976 97G ' Am. I �Orq 4 �D11'1 OIR-�'�� O1J5 s t Lnca►1o0 : 2211D/i STN Cacy or Ne vporc ec.ch weather : clear 3000 Newport Blvd Site Code : B►SLoara t Cooncor 0021 N►wpore S►aeh, CA start Date. 00/22/99 - JANNS File, S7M60001 (114) 644-2344 FAx (7111 644.3216 File 2 ➢ BALE2115 Page 7 ' Begin Mon. Tues. wed. 7nur. Fri. weekday Sat:. sun. Week 71r 02/22 02/71 n3/24 00/25 07/26 Avt 0)/27 0]/2! Avq 90r•h EOta16 2S velu Clea 12:. .ua S0 0 • • 25 • • .5 01:00 21 0 • • 16 • 16 02:00 27 0 • • 14 • • 14 02:00 • 19 0 • 10 10 04:00 • 44 0 • • 22 , 05,00 106 0 • • 94 • • 94 •••• 06:00 • 41A 0 • • 242 • • 747 •••...•... 07:00 • 924 0 • • 467 • • 467 ......• 04t00 • 972 0 • • 466 • • 460 •.................• 09:00 • 664 0 • ' 712 • • 242 ••••••.••••••• 10:00 • 596 0 • • 2911 • • 296 ••••....... 11:00 • 613 0 • • 742 • • 142 ••••......•••.. 12:00 PM • 657 SGG • C12 • • 412 ..................•••••• 01.00 626 172 • 755 755 •.•••...... ....... ...••.• 02:00 102 714 612 • • 449 • • 491 ..................•• 112,00 450 716 4 • • 537 • S37 .................... 04:00 192 660 0 • • 491 • 491 ............•••••••• 0S,00 750 696 • • • 724 • • 724 ......••^......••••••••• 09e00 646 652 • • 6$0 • • GGO ••..••.•••.•...•.•.....•• 07:00 $01 496 • • • 406 • • 494 .... •.............•- 06:00 311 U • e • 120 • • 190 ......•• '. 09.00 263 0 • • • 122 • 122 •`•`• 90,00 "1 0 • • 97 • • 91 •••• fir' 116 0 • • • 54 • • 46 Tot 4617 10025 2054 0 0 1.17397 0 0 7597 4 Avg, wkDa 01.01, 111.92 27.01 .06 .Oi 4 Avg_ Day 61 94 121 94 27 04 Oi 01 0% OS AM Peak 06.00 05:00 04-00 972 a64 466 PM Peak 02:00 02-00 01:00 01100 01.00 690 764 672 755 7SS AD73 F •� 1 f. IM- 'Looatiom 1 Balboa between 1Sth&Stb City of NOWPOrt Beach bite Code Bebloa Weather Clear 3300 Newport Blvd. . Nowpor0 Beach. C1 Start ➢a6t. 12Y14198 counter 0021 (714) G44-3344 PAX (714) 644-3318 Pile 2 ➢ BALBOA OWNS File: STN59gal ' Pave 1 ( Mon. 12/11 Tuec wed Thwr Fri Week6 y Avq. Sat Sun Ch 4 Ch 7 Ch 2 Cal ` Ch T Ch Ch Ch 1 Ch 2 tlf en Ch Ch Ti1:C Ch Ch cL• 1200 iln : : : 83 45 90 47 : a6 46 : : : 46 32 SD 34 48 33 01:00 ' • 36 26 24 31 • • 30 26 • • ' 02:00 • 03.00 • • 14 24 13 16 : = 14 20 : ; • 22 43 21 34 22 40 04.DO • • SO 156 S2 149 41 154 05100 07.00 319 ; : * : 319 739 7J9 324 314 751 751 • : ; J16 316 715 745 D7.00 : OB:00 • 516 794 B06 782 511 763 ' 09:00 • . • • 311 544 414 S07 • 412 521 1000 455 493 498 549 : : 476 511 11100 ; : 605 512 Gal 542 604 527 12:Do pm 01100 206 496 196 502 629 661 570 635 646 0 5611 0 : : 494 356 445 360 = 02100 • " 641 574 554 Sao Soo 567 Soo664 492 533 S94 CC 512 '03i00 D4 :00 : f 664 492 GIG GIG 533 ; : ; 640 6i0 512 • 09100 77D 494 853 462 • 912 476 06:00 • • 734 450 a00 412 ' ' • • 767 431 • • ' 57Y 328 536 364 ' = 552 316 '07:00 02:00 : 499 296 496 323 ; 498 310 . 0l :00 ` ' 375 269 499 382 • • ' 416 326 • • 264 1'18 283 296 • 274 228 1_ 140 122 J66 149 a • • • 163 136 Totals 0 0 5956 4468 9353 9073 3365 4389 0 0 9999 SS53 0 0 0 0 Combined 0 30424 15426 7744 0 17451 0 0 Avq- Wk33ey .Oi DS 66 54 52.21 JOS 1i 106 0} 37 " 51Je 02 04 Oi 01 OS ai ' AM Peak pM Peakc 05: 00 02.00 05:1 770 574 8: r I i APPENDIX J 2001/2002 DAILY TRAFFIC VOLUME ANALYSIS i i 1 1 i i i i 3 7 ' 9 11. 13 23 27 37 39 42 45 ' 52 52 57 59 ' 61 62 ' 6E 121 143 157 17E 17E 17E ' 18( 18f NEWPORT BEACH DAILY TRAFFIC COUNT AM PEAK PERIOD ANALYSIS 5:00 6.15 630 6.45 7:00 7:15i 7:30 7A5 8:00 8:15E 8:30 134 190 256 364 370 4581 528 547 492 4541 432 3 15 14 20 32 491 67 86 114 1641 228 189 233 254 309 399 5461 618 729 727 7391 626 42 43 75 118 132 1861 257 348 363 3281 354 178 248 282 423 517 5821 829 874 969 594 8641 5701 926 457 93 127 220 306 316 5061 612 608 77 108 155 211 229 3181 318 338 330 3891 434 267 330 418 572 571 7591 914 1014 871 8801 776 142 187 236 333 384 505i 608 656 644 590i 537 46 54 48 102 91 1321 131 191 200 1991 166 24 42 40 61 80 1051 130 179 153 1561 168 287 358 494 631 675 7911 994 1027 990 10561 1006 180 240 389 399 468 5051 584 594 522 5871 489 7 8 8 7 16 181 16 28 29 341 21 8 12 25 33 67 601 63 87 97 861 88 3 3 6 11 6 161 20 17 27 251 16 53 73 138 178 196 2261 310 294 197 2381 192 47 83 139 218 224 2641 311 252 297 2961 243 277 351 427 540 552 6801 722 692 713 6871 7941 710 746 136 138 214 340 400 5431 628 849 798 756 7911 742 245 275 393 478 518 5861 763 840 25 33 59 70 75 1011 156 237 159 1561 148 73 88 103 130 123 2081 311 363 306 321i 324 230 342 487 662 746 9301 1046 1232 1146 11441 1074 86 80 92 126 144 2131 286 321 294 2991 282 24 25 93 150 74 971 104 122 138 1101 136 128 208 287 398 387 4401 518 552 513 5411 558 95 136 168 197 238 2721 321 375 340 3441 340 224 302 482 520 610 6341 779 801 768 7771 737 80 118 204 264 258 3081 344 268 297 3771 362 20 26 40 48 54 811 92 98 118 1291 106 197 289 422 499 545 6721 732 782 727 7051 745 241 381 527 631 691 8771 981 994 912 8211 860 226 336 462 594 676 8451 1056 1074 1042 9741 918 706 183 254 364 488 652 8291 972 995 744 7921 151 202 268 378 404 493i 545 518 498 4181 414 25 22 22 64 61 881 94 116 98 111i 81 94 111 152 188 214 2631 288 282 249 2261 215 44 74 76 122 151 1981 200, 236 261 2441 172 54 66 107 138 159 2341 250 270 238 2391 248 171 186 291 326 393 4371 437 490 488 4321 426 16 18 28 41 25 441 74 66 54 541 51 9 18 25 24 27 551 72 86 42 321 24 131 209 308 335 353 4901 517 524 490 4161 381 114 170 273 276 296 3801 410 486 429 3501 313 64 71 131 195 193 2771 413 590 497 5031 5951 365 523 110 154 216 268 364 4141 595 570 527 434 104 184 244 300 283 3091 407 506 450 3921 5701 512 150 228 288 358 371 4701. 533 617 555 1031 221 231 561 --J3 NEWPORT BEACH DAILY TRAFFIC COUNT AM PEAK PERIOD ANALYSIS 281 6:00 6:15 6:30 6:45 7:00 7:15 7:30 7.45 8:00 8:' '+ 6:30 t 64 82 105 139 194 2171 273 300 248 2431 226 282 46 58 78 102 79 1141 108 150 110 1201 133 284 10 6 17 18 35 351 45 34 44 641 40 285 10 24 26 37 54 711 96 170 236 1271 80 286 16 16 11 22 20 421 38 66 55 581 81 293 2 6 6 16 12 181 43 22 28 361 35 Total 5655 7641 10693 13798 15204 189911 22559 24557 22984 22666! 21407 21 Regional Total 207429 Peak Hr. Total 92786 Peak HrJPeak Period Factor 0.44731 U:\Uciobs\00460\counts\[factors.xlsj Sheet1 1� 1 3 ' 7 9 11 13 23 27, 37 39 42 45 50 52 57 59 61 62 6E 94 94 97 11 ' 14E 157 17 171 17! 181 18: ' 18: 18 261 ' 26e 26E 267 271 272 274 275 ' 277 278 279 ' 28C 281 NEWPORT BEACH DAILY TRAFFIC COUNT PM PEAK PERIOD ANALYSIS o;uu IJ.IJ 421 420 474 444 4931 484 530 463 434� 398 400 361 283 261 391 443 186 207 170 170 2001 175 196 194 2101 178 153 175 164 112 161 167 543 596 637 684 6861 749 829 850 7221 676 527 405 325 27' 549 540 229 234 256 3001 327 433 416 3931 338 309 255 206 16E 214 210 202 712 714 807 789� 916 1073 1219 1001� 1017 886 852 684 67, 688 722 778 468 508 549 528 578 616 596 704 675� 670 641 508 445 37! 517 460 553 637 586 564 6381 562 621 603 6521 602 642 540 578 45( 538 529 941 851 794 978 872 983' 991 1159 1080 1059' 878 795 688 591 51E 964 560 588 594 544 605 650 661' 702 785 825 734' 698 560 466 427 37, P70 279 290 294 293 266 3101 266 358 299 296' 280 255 230 214 181 234 238 236 223 239 240 2251 238 264 270 2501 219 202 186 132 14: 1004 998 968 968 950 1035 9721 914 1077 1182 10561 1033 878 885 778 526 76' 47' 505 523 572 565 558 554 5551 _516 632 627 5981 582 596 462 2i 39 40 42 34 41 40 461 35 39 52 401 .44 32 44 27 126 102 115 113 115 157 1321 130 132 159 1481 142 131 130 130 8� 26 39 35 31 49 42 451 40 38 45 321 28 20 23 13 2 213 234 258 215 172 186 1861 194 223 225 2021 174 169 185 128 187 140 182 12 13 196 233 282 249 203 225 194� 246 238 270 2451 688 247 638 644 601 555 53 709 738 706 697 807 732 814) 7071 702 794 834 816 744 648 7901 612 424 352 264 23 436 426 474 533 578 808 671 895 968 864 936 987 960i 878 880 719 761 62 832 766 798 274 777 300 265 256 296 260 294 293 268' 253 231 202 191 17 265 255 328 338 290 298 264 341f 378 471 457 3961 391 407 390 368 33 310 1144 1258 1194 1198 1204 1280 1359 1316 1525 1425 13421 1147 914 874 755 67 173 187 214 199 218 216 1921 290 332 306 2531 248 258 249 176 19 110 115 122 116 122 152 1321 149 160 178 1361 130 108 105 102 7 504 532 543 535 504 527 4781 562 574 632 5811 524 467 433 407 3E 381 344 292 364 378 366 3631 373 432 488 4181 368 302 330 307 2E 878 948 902 923 969 902 8881 916 935 959 9061 876 860 843 812 76 296 325 338 290 264 258 2581 271 300 320 3141 288 314 254 258 2` 186 176 179 172 183 154 1501 148 207 196 1721 752� 150 689 112 684 87 691 81 603 & 556 655 654 592 671 592 638 925� 716 914 719 981 776 1029 1061� 888 753 688 691 51 722 748 787 985 735 1033 821 1030 849 1144 1085i 1142 1185 1195 1162, 1041 802 738 594 & 926 1002 680 722 751 762 808 895' 866 981 972 9571 872 774 818 711 61 698 377 461 485 420 578 518 542' 605 596 651 604' 606 584 523 444 31 93 86 117 108 118 119 144� 148 198 217 212� 188 183 122 81 184 192 212 217 235 246 2751 222 322 336 3021 292 315 254 226 1 269 237 254 263 258 260 2761 275 282 288 3081 245 225 224 232 2 300 271 282 280 299 262 2971 274 297 271 2981 283 255 259 238 1 680 631 591 621 614 648 5771 644 623 658 6051 567 570 506 476 4 78 92 73 77 79 80 751 86 87 73 601 59 48 45 43 31 33 28 41 44 22 401 38 37 31 261 21 33 24 24 442 426 475 511 608 588 6481 628 704 616 6071 610 533 486 462 456 435 3 4 520 398 469 446 442 466 501� 503 537 530 5201 520 504 276 224 172 1 296 283 318 333 340 348 3791 384 550 471 4441 364 360 371 360 355 394 404 4881 545 662 639 656i 606 590 458 416 510 510 531 544 538 566 534 592I 559 576 562 675I 585 678 482 468 4 751 724 719 828 777 730 776 758 754 783 785 726 711 665 598 226 188 197 194 186 204 2321 212 238 220 2231 182 157 179 146 1 S5 NEWPORT BEACH DAILY TRAFFIC COUNT PM PEAK PERIOD ANALYSIS 15:00 15:15 15:30 15:45 16:00 16:15 16:301 16:45 17:00 17:15 17:301 17.45 18:00 18:15 18:30 282 238 194 199 263 276 284 2811 328 316 31B 3291 326 252 232 273 284 177 105 85 101 116 108 1141 123 139 153 1361 142 143 136 102 285 161 122 111 124 143 136 1421 136 182 169 1591 147 133 115 106 286 82 51 42 30 71 94 921 78 64 67 841 67 52 53 49 293 38 65 49 57 50 57 561 67 58 40 481 36 22 11 15 Total 22134 22230 22526 22651 23643 23884 250061 25377 28127 28381 269841 24769 22579 20361 18481 Reglonal Total 373639 Peak Hr. Total 108869 Peak HrJPeak Period Factor 0.2914 U:1UcJobsW 04601counlsl[faclors 1.xis]Sheett I I IJ 1 I LJ II APPENDIX K PEAK SEASON DAILY TRAFFIC VOLUMES Transportation Studies, Inc. 1350 Reynolds Avenue, Ste.115 Irvine. CA- 92614 Location : SUPERIOR AVENUE Site: NEWPORT Date: 08/14/03 :N/O COAST HIGHWAY 'Scament Client :CITY NEWPORTBEA Interval NB SB — Combmed Day: Thursday AM PM AM PM AM PM _ 'Begin 12:00 42 30 152 226 192 846 25 27 97 276 288 1.082 67 57 249 502 480 1.928 12:15 12:30 44 203 18 278 62 481 12:45 36 225 27 240 63 465 01:00 22 106 210 871 20 62 255 954 42 168 465 1.825 01:15 35 214 13 230 48 444 01:30 21 220 12 219 33 439 01:45 28 227 17 250 45 477 - 10 49 241 995 20 54 240 924 30 103 481 1,919 '02:00 02:15 20 244 18 237 38 481 02:30 11 240 7 223 18 463 02:45 8 270 9 224 17 494 03:00 7 40 278 1,351 1 20 237 949 8 60 515 2.300 03:15 6 260 3 226 9 486 03:30 18 347 7 246 25 593 03:45 9 466 9 240 18 706 8 44 451 1,711 5 35 286 1,111 13 79 116 2,777 '04:00 04:15 10 9 444 470 2 10 288 268 12 19 732 738 04:30 04:45 17 352 18 219 35 $71 05:00 13 102 385 1.233 8 92 288 1273 21 194 673 2.506 21 382 20 316 41 698 '05:15 05:30 30 256 21 301 51 557 05:45 38 210 43 368 81 578 06:00 68 470 232 864 58 265 304 1.137 126 735 536 2.001 93 217 45 279 138 496 '06:15 06.30 120 203 62 294 182 497 06:45 189 212 100 260 289 472 07:00 188 1,042 205 765 114 506 253 817 302 1.548 458 1.582 07:15 227 198 112 232 339 430 07:30 279 176 146 176 425 352 07AS 348 186 134 156 482 342 08:00 328 1.294 196 680 I50 587 150 532 478 1.881 346 1.212 08:15 344 196 158 142 502 338 08:30 322 152 130 118 452 270 O8.45 300 136 149 122 449 258 09:00 318 996 126 555 168 675 136 483 486 1.671 262 1,038 242 136 172 138 414 274 09.30 212 135 165 107 377 242 '09:15 09,45 224 158 170 102 394 260 10:00 194 805 160 510 181 818 110 379 375 1.623 270 889 10:15 196 152 207 98 403 250 195 96 200 84 395 180 '10:30 10:45 220 102 230 87 450 189 I1:00 194 794 88 283 230 918 59 250 424 1.712 147 533 11:15 215 69 232 71 447 140 11.30 171 76 212 60 383 136 11:45 214 50 244 60 458 I10 Totals 5.894 10.669 4,129 9.841 - 10.023 20.510 Split% 58.8 52.0 41.2 48.0 'Dav Totals 16.563 13.970 30.533 Day Splits 54.2- 45.8 Hour 07:45 03:45 11:00 05:15 07:45 03:45 'Peak Volume 1,342 1,830 918 1.289 1.914 2.912 Factor 0.96 0.97 0.94 0.88 0.95 0.99 I. Data File : D0308132 0 Transportation Studies, Inc. 1350 Remolds Avenue. Ste. 115 Irvine. CA.92614 Location : SUPERIOR AVENUE Segment : N/OCOAST HIGHWAY Client : CITY NEWPORT BEA Site: Date: NEWPORT O8/15/03 Interval NB SB -comomea Uay: ttmay -" Beam AM PM AM PM AM PM 12:00 50 167 204 840 39 137 278 1.116 89 304 482 1.956 12:15 53 202 26 302 79 504 12:30 40 198 40 260 80 458 12:45 24 236 32 276 56 $12 01:00 28 121 218 934 25 94 256 1,D43 53 215 474 1.977 01.15 32 224 23 294 55 518 ' 01:30 33 230 24 264 57 494 01:45 28 262 22 229 50 491 02:00 40 93 196 867 23 73 246 1,025 63 166 442 1.892 02:I5 24 222 23 257 47 479 , 02:30 18 219 13 270 31 489 02AS 11 230 14 252 25 482 03:00 18 40 242 1.024 13 31 240 1.012 31 71 482 2.036 WAS 10 258 9 25$ 19 513 03.30 4 251 6 265 10 516 03.45 8 273 3 252 11 525 04:00 04:15 12 8 57 260 232 910 i0 6 42 274 275 1.115 22 14 99 534 507 2.025 , 04:30 16 208 10 262 26 470 04:45 21 210 16 304 37 514 05:00 23 120 228 906 12 88 316 1.241 35 208 544 2,147 05:15 19 216 IS 316 34 532 05:30 46 222 28 294 74 516 ' 05:45 32 240 33 315 65 555 06:OD 70 409 205 803 45 256 272 1.015 115 665 477 1.818 06:15 69 206 55 286 124 492 06.30 110 176 68 228 178 404 ' 06.45 16D 216 88 229 248 445 07:00 192 952 210 795 126 534 202 750 318 1.486 412 1.545 07:15 196 204 136 181 332 385 07:30 272 189 135 178 407 367 ' WAS 292 192 137 189 429 381 08:00 290 1.188 200 693 134 610 178 573 424 1,798 378 1.266 08:15 316 192 166 132 482 324 0830 272 160 156 136 428 296 ' 08:45 310 141 154 127 464 268 09.00 282 964 153 596 160 735 134 482 442 1.699 287 1.078 09:15 09:30 216 260 135 144 182 219 119 115 398 479 254 259 09:45 206 164, 174 114 380 278 10:00 214 821 168 605 186 858 112 374 400 1.679 280 979 10:15 208 194 214 94 422 288 10:30 197 115 222 78 419 193 10:45 202 128 236 90 438 218 ' 11:00 249 838 106 391 224 995 82 285 413 1.833 188 676 11:15 209 100 252 63 461 163 11.30 186 76 262 72 448 148 ' 11.45 194 109 257 68 451 177 Totals 5.770 9.364 4.453 10.031 10.223 19.395 Solit% 56.4 48.3 43.6 51.7 DavTotals 15.134 14A84 29.618 ' DaySolits 51.1 48.9 Peak Hour 08:00 03:15 11:00 05:00 11:00 05:00 , Volume 1.188 1.042 995 1.241 1.833 2.147 Factor 0.94 0.95 0.95 0.98 0.97 0.97 Transportation Studies, Inc. ' 1350 Remolds Avenue, Ste. I IS Irvine. CA. 92614 Location : SUPERIOR AVENUE Site: NEWPORT Sement : NIO COAST HIGHWAY Date: 08/16/03 'Client : CITY NEWPORT BEA Interval NB SB — Canbmed Day: Saturday Bealn AM PM AM PM AM PM 84 300 188 794 57 221 260 1.026 141 521 448 1,820 '12:00 12:15 68 198 62 263 130 461 12:30 66 196 48 258 114 454 12:45 82 212 54 245 136 457 54 239 188 787 46 159 259 1.019 100 398 447 1.806 '01:00 01:15 72 216 41 250 113 466 01:30 51 175 34 246 85 421 01:45 62 208 38 264 100 472 66 171 223 864 32 95 242 1,010 98 266 465 1,874 '02:00 02:15 34 211 28 250 62 461 02:30 45 206 22 270 67 476 02:45 26 224 13 248 39 472 26 86 229 977 16 54 238 907 42 140 467 1,884 '03:00 03:15 16 247 14 237 30 484 03:30 29 254 20 228 49 482 03:45 is 247 4 204 19 451 8 33 266 1,051 8 33 190 836 16 66 456 1,887 04:15 12 252 7 216 19 468 '04:00 04:30 5 284 10 224 IS 508 04:45 8 249 8 206 16 455 05:00 13 80 251 973 16 105 195 761 29 185 446 1.734 16 247 15 160 31 407 '05:15 05:30 20 230 32 206 52 436 05:45 31 245 42 200 73 445 06:00 32 191 239 902 43 236 154 660 75 427 393 1,562 34 229 43 166 77 395 '06:15 06:30 53 226 60 159 113 385 06:45 72 208 90 181 162 389 07:00 66 301 220 842 53 342 I50 599 119 643 370 1.441 07:15 68 207 86 164 154 371 07:30 65 210 85 147 150 357 WAS 102 205 118 138 220 343 08:00 119 536 207 800 124 590 140 466 243 1.126 347 1.266 118 222 140 115 258 337 08.30 123 202 154 104 277 306 '01:15 08:45 176 169 172 107 348 276 09:00 152 732 142 649 188 754 94 423 340 1,486 236 1.072 09.15 172 162 176 110 348 272 190 171 178 121 368 292 '09:30 09:45 218 174 212 98 430 272 10:00 200 767 154 638 203 876 102 414 403 1.643 256 1,052 10:15 197 171 220 104 417 275 10.30 201 187 227 102 428 289 10:45 169 126 226 106 395 232 I1:00 206 778 122 418 249 1.013 65 301 455 1.791 187 719 11:15 197 104 268 92 465 196 11:30 193 il8 246 82 439 200 11.45 182 74 250 62 432 136 Split°/a 48.5 53.5 51.5 46.5 Day Totals 11909 12.900 26.809 Day Splits 51.9 48.1 Hour 09:45 04:00 11:00 12:00 11:00 02.45 'Peak volume 816 1.051 1.013 1.026 1.791 1,905 Factor 0.94 0.93 0.94 0.98 0.96 0.98 Transportation Studies, Inc. 1350 Remolds Avenue. Ste. 115 ' Irvine, CA.92614 - Location : SUPERIORAVENUE Site: NEWPORT Segment : N/O COAST HIGHWAY Date: 08/17/03 Client : CITYNEWPORTBEA , Interval NB SB --Canbmed Day: Sunday Begin AM PM AM PM AM PM 12:00 91 343 170 695 74 258 240 1.008 165 601 410 1.703 12:15 94 176 80 242 174 418 12:30 90 167 50 270 140 437 12:45 68 182 54 256 122 438 01:00 72 254 189 791 47 147 242 998 119 401 431 1,789 01:15 62 202 33 266 95 468 ' 0130 56 190 32 254 88 444 01A5 64 210 35 236 99 446 02:00 78 203 203 832 36 118 234 897 114 321 437 1.719 02:15 46 198 27 221 73 419 ' 02:30 47 205 27 210 74 415 02:45 32 226 28 222 60 448 03:00 26 85 205 952 20 55 2d8 828 46 140 413 1,780 03:15 22 254 13 198 35 452 ' 03:30 16 250 16 216 32 466 03:45 21 243 6 206 27 449 04:00 04:15 9 13 46 242 266 1.068 7 9 39 188 155 710 16 22 85 430 421 1,778 ' 04:30 14 281 13 206 27 487 04,45 10 279 10 161 20 440 05:00 14 52 243 986 10 77 197 714 24 129 440 1.700 05:15 11 260 12 194 23 454 05:30 14 214 23 165 37 379 ' 05:45 13 269 32 158 45 427 06:00 19 117 274 1.063 33 173 164 616 52 290 438 1.679 06:15 28 262 32 156 60 418 06.30 30 255 40 138 70 393 ' 06.45 40 272 68 158 108 430 07:00 35 199 224 922 44 258 152 548 79 457 376 1.470 07.15 44 232 45 138 89 370 07:30 54 228 82 144 136 372 07.45 66 238 87 114 153 352 08:00 90 352 205 781 92 450 112 432 182 802 317 1.213 08:15 77 198 107 122 184 320 0830 86 202 105 106 191 308 , 08.45 99 176 146 92 245 268 09:00 112 482 172 586 136 642 102 397 248 1.124 274 983 09:15 114 148 134 119 248 267 09:30 130 134 163 88 293 222 ' 09.45 126 132 209 88 335 220 10:00 149 581 118 433 188 769 55 248 337 1.350 173 681 10.15 148 125 188 64 336 189 10:30 132 106 203 77 335 183 10:45 152 84 190 52 342 136 ' 11:00 147 697 56 224 210 924 48 178 357 1.621 104 402 110 207 56 226 54 433 Ito 11:30 171 66 222 39 393 105 11.45 172 46 266 37 438 83 , Totals 3.411 9333 3.910 7.564 7.321 10,897 SDIM/a 46.6 55.2 53A 44.8 DavTotals 12.744 11.474 24,218 Day Splits 52.6 47.4 Peak Hour 11:00 04:15 11:00 12:30 11:00 04:30' Volume 697 1.069 924 1.034 1,621 1.821 Factor 0:84 0.95 0.87 0.96 0.93 0.93 X(P I Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine. CA, 92614 Site: NEWPORT Location : SUPERIOR AVENUE Segment : N/O COAST HIGHWAY Date: 08/18/03 'Client : CITY NEWPORT BEA Interval NB SB — Canbmed Day: Monday AM PM AM PM AM PM 'Begin 12:00 24 33 110 192 180 765 26 28 84 267 254 1,014 50 61 194 459 434 1.779 12:15 12:30 25 188 13 257 38 445 12:45 28 205 17 236 45 441 01:00 19 61 212 847 20 58 216 913 39 119 428 1,760 01:15 IS 220 9 244 24 464 01:30 16 193 14 248 30 441 01:45 11 222 15 205 26 427 10 26 236 904 8 26 204 812 18 52 440 1,716 '02:00 02:15 5 222 10 190 15 412 02:30 9 214 6 200 15 414 02:45 2 232 2 218 4 450 10 34 250 1,038 3 18 240 920 13 52 490 1.958 '03:00 03.15 6 266 5 217 11 483 03:30 8 250 2 227 10 477 03:45 10 272 8 236 18 508 04:00 3 44 272 947 4 28 236 1,019 7 72 508 1.966 04:15 6 234 8 254 14 488 04:30 9 220 4 262 13 482 04:45 26 221 12 267 38 488 05:00 24 112 198 812 12 87 294 1,218 36 199 492 2.030 05:15 11 210 10 308 21 518 05:30 28 198 23 298 51 496 05:45 49 206 42 318 91 524 06:00 64 451 176 767 46 268 299 1.056 110 719 475 1,823 06:15 86 196 42 285 128 481 06.30 122 181 74 236 196 417 06:45 179 214 106 236 285 450 07:00 194 961 I80 690 105 494 188 736 299 1.455 368 1.426 209 156 116 212 325 368 '07:15 07:30 272 162 130 176 402 338 07:45 286 192 143 160 429 352 08:00 288 1,226 154 577 146 588 104 462 434 1.814 258 1.039 305 170 141 128 413 298 08.30 294 151 142 110 436 261 '08:15 08:45 339 102 152 120 491 222 09:00 291 945 134 474 146 618 113 404 437 1.563 247 878 0911 210 118 131 106 341 224 230 104 149 81 379 185 '09:30 09:45 214 118 192 104 406 222 10:00 214 790 134 386 152 746 81 262 366 1.536 215 648 10:15 184 94 205 64 389 158 10:30 192 78 185 51 377 129 10:45 200 80 204 66 404 146 11:00 194 799 56 198 199 917 39 165 393 1,716 95 363 11:15 219 55 232 41 451 96 11:30 198 45 234 41 432 86 11:45 188 42 252 44 440 86 Split% 58.6 48.3 41.4 51.7 Day Totals 13.964 12.913 26.877 Day Solits 52.0 48.0 Hour 08:15 03.15 I1.00 05:15 08.15 05:00 ,Peak Volume 1.229 1,060 917 1.223 1.817 2.030 factor 0.91 0.97 0.91 0.96 0.93 0.97 F-- L Transportation Studies, Inc. 1350 Reynolds Avenue, Ste, 115 Irvine, CA. 92614 Location Segment Client SUPERIORAVENUE NIO COAST HIGHWAY CITY NEWPORT BEA Site: Date: NEWPORT 08/19/03 Interval Begin AM NB PM AM SB PM �Comni AM PM Day: Tuesday 12:00 30 105 174 786 27 94 257 1.053 57 199 431 1.839 12:15 31 196 22 294 53 490 12:30 24 206 24 254 48 460 12:45 20 210 21 248 41 458 01:00 17 63 241 883 8 40 236 955 25 103 477 1.838 01:15 24 229 12 237 36 466 , 01:30 11 198 10 278 21 476 01:45 11 215 10 204 21 419 02:00 8 27 233 994 9 27 225 857 17 54 458 1.851 02:15 8 254 7 214 15 468 ' 02:30 8 254 4 210 12 464 02:45 3 253 7 208 10 461 03:00 5 24 248 960 3 16 242 996 8 40 490 1.956 03:15 4 226 2 251 6 477 ' 03:30 11 260 4 239 15 499 03:45 4 226 7 264 11 490 04:00 04:15 10 7 39 275 222 936 4 3 25 256 266 1.111 14 10 64 531 488 2,047 ' 04:30 5 244 4 291 9 535 04AS 17 195 14 298 31 493 05:00 21 148 222 824 10 91 329 1,293 31 239 551 2,117 05:15 23 227 10 343 33 570 03:30 46 196 22 Its 68 514 ' 05:45 58 179 49 303 107 482 06:00 73 423 207 780 50 229 336 1.081 123 652 543 1.861 06:15 77 196 36 235 113 431 06:30 114 197 59 280 173 477 ' 06:45 159 180 84 230 243 410 07:00 200 1.002 194 688 96 480 218 746 296 1.482 412 1.434 07:15 239 180 134 178 373 358 07:30 277 144 120 200 397 344 ' 07:45 286 170 130 150 416 320 08:00 351 1.248 158 584 128 511 146 539 479 1.759 304 1.123 08:15 280 164 120 149 400 313 08:30 307 127 132 118 439 245 , 08:45 310 135 131 126 441 261 09:00 328 983 154 507 134 555 124 424 462 1,538 278 931 09:15 09:30 213 213 124 110 136 152 108 104 349 365 232 214 09:45 229 119 133 88 362 207 10:00 208 798 116 421 168 741 82 251 376 1.539 198 672 10,15 214 125 184 68 398 193 10:30 172 86 183 57 355 143 10:45 204 94 206 44 410 138 ' 11:00 165 734 83 260 214 935 48 169 379 1.669 131 429 11:15 182 68 218 52 400 120 11:30 191 50 259 47 450 97 , 11.45 196 59 244 22 440 81 Totals 5.594 8.623 3.744 9.475 9.333 18.098 Split% 59.9 47.6 40.1 $24 Day Totals 14.217 13.219 27A36 , Day Splits 51.9 48.2 Peak Hour 08:00 02:15 1LOD 05:15 08:00 04:30 ' Volume 1.248 1.009 935 1300 1.759 2.149 Factor 0.89 0.99 0.90 0.95 0.92 0.94 1' Transportation Studies, Inc. 1350 Reynolds Avenue. Ste. 115 Irvine, CA. 92614' Location : SUPERIOR AVENUE Site: NEWPORT Segment : N/0 COAST HIGHWAY Date: 08/20/03 'Client : CITY NEWPORT BEA Interval NB SB — Canbmed Day: Wednesday Begin AM PM AM PM AM PM '12:00 48 37 145 l96 183 826 37 27 107 278 270 1.026 85 64 252 474 453 1.852 12:15 12:30 28 225 21 218 49 443 12:45 32 222 22 260 54 482 01:00 25 78 242 921 16 53 252 954 41 131 494 1,875 01:15 21 226 IS 252 36 478 01:30 13 235 9 222 22 457 01:45 19 218 13 228 32 446 12 51 20B 961 8 31 209 856 20 82 417 1.817 '02:00 02:15 10 262 12 203 22 465 02:30 18 260 2 210 20 470 02:45 11 231 9 234 20 465 12 24 274 1.034 6 21 212 966 18 45 486 2.000 '03:00 03:15 6 250 5 240 11 490 03:30 3 262 3 252 6 514 03:45 3 248 7 262 10 510 10 56 276 1,043 7 35 234 1,089 17 91 510 2,132 04:15 12 245 4 251 16 496 '04:00 04:30 8 258 6 309 14 567 04:45 26 264 18 295 44 559 05:00 18 137 210 826 12 70 312 1,243 30 207 522 2,069 29 210 12 336 41 546 '05:15 03:30 40 210 I8 293 58 503 05:45 50 196 28 302 78 498 06:00 73 466 192 753 37 232 304 1.076 I10 698 496 1.829 90 176 38 288 128 464 '06:15 06:30 131 187 70 212 201 399 06.45 172 198 87 272 259 470 07:00 174 955 192 701 94 468 230 729 268 IA23 422 I,430 216 146 136 190 352 336 '07:15 07:30 277 168 106 154 383 322 07:45 288 195 132 155 420 350 08:00 361 1,300 151 585 127 553 128 524 488 1,853 279 1,109 306 156 138 144 444 300 08:30 300 146 136 124 436 270 '08:15 08:45 333 132 152 128 485 260 09:00 290 963 160 551 157 655 143 469 447 1,618 303 1.020 09:15 219 138 150 116 369 214 218 128 162 102 380 230 '09.30 09:45 236 125 186 108 422 233 10:00 206 812 89 366 164 728 91 290 370 1.540 180 656 10.15 190 86 172 68 362 154 204 100 178 72 382 172 '10:30 10:45 212 91 214 59 426 150 11!00 185 731 54 230 208 919 68 201 393 1,650 122 431 11:15 162 54 222 45 384 99 11:30 202 62 239 44 441 106 11:45 182 60 250 44 432 104 Totals 5.718 8.797 3.872 9.423 9.590 18.220 Split°/a 59.6 48.3 40.4 51.7 ' Day Totals 14.515 13.295 27,810 Day Splits 52.2 47.8 Hour 08:00 04:00 11:00 04:30 08:00 04:30 'Peak Volume 1,300 1,043 919 1,252 1.853 2.194 Factor 0.90 0.94 0.92 0.93 0.95 0.97 - Data File: D0308132 W1 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Location : NEWPORT BOULEVARD Segment ; S/0 COAST HIGHWAY Client : CITY NEWPORT BEA Site: NEWPOR Date: 08/14/ Interval Day; Begin AM- NB PM- NB 12:00 92 308 408 1.679 12.15 78 423 ' 12:30 80 416 12:45 58 432 1:00 51 182 464 1.854 1:15 51 471 ' 1:30 42 460 1:45 38 459 ' 2:00 2:15 36 17 81 431 446 1,815 ' 2:30 is 476 2'45 13 462 " 3:OD 17 58 469 1.923 3:15 19 504 3:30 13 482 ' 3:45 9 468 4;OD 22 82 529 2.221 4.15 12 545 430 20 594 t 4:45 28 554 5:OD 37 228 602 2.203 5:15 46 553 5:30 70 568 ' 5,45 75 480 6:00 92 580 436 1.656 6:15 126 432 6:30 14444 392 ' 6:45 218 394 7,00 235 1.295 448 1.647 7: 7:30 30 3 338 38 377 377 , 7:45 396 396 8:00 364 1.574 477 1.692 8:15 406 437 8.30 376 38D 8.45 428 398 ' 9!00 343 1.514 411 1.572 9:15 404 357 9:30 375 470 9.45 392 334 ' 10.00 388 1,543 302 1.158 10:15 358 296 10:30 389 280 10:45 408 280 , 11:00 377 1.541 236 766 11:15 383 I80 11.30 407 196 11:45 374 _ 154 Totals 8.986 2056 I♦ Peak Hour 10:45 4:30 Volume 1.575 2.303 Factor 0.97 0.96 ' DayTotal 2%172 Location NEWPORT BOULEVARD Segment : S/O COAST HIGHWAY Client : CITY NEWPORT BEA ' Interval Begin AM- SB 88 277 '12:00 12 15 71 12:30 68 12:45 50 1:00 40 140 1:15 33 1:30 35 145 32 2:00 30 82 27 '2.15 2.30 13 2,45 12 3:00 18 54 3 10 3:30:30 20 3:45 6 4:00 14 84 4 15 11 ' 4:3030 22 4:45 37 5:00 31 192 40 '5:15 5.30 46 5.45 75 6:00 114 578 6:15 6.30 132 140 6:45 192 7:00 209 993 7:15 224 7:30 278 7:45 282 8:00 - 334 1.284 8,15 302 8:30 310 8:45 338 9:00 406 1.578 9:15 374 394 '9.30 9:45 404 10:00 443 1,798 10:15 424 '10:30 1045 463 468 11:00 49696 1.953 11:15 516 11:30 466 11'45 475 Totals 9.013 Hour 11:00 'Peak Volume 1,953 Factor 0.95 26.410 DayTotal 1 Data File: D0308127NB Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. I IS Irvine, CA. 92614 PM- SB 532 550 547 500 531 502 522 510 466 480 444 482 450 416 454 471 486 466 552 563 564 394 435 470 376 330 364 376 346 326 318 311 250 237 242 213 206 212 193 214 193 194 150 130 122 107 94 106 17.397 4:15 2.145 095 Site: Date: NEWPORT 08/14/03 Day: Thursday 2,065 1.872 1,791 2.067 1.863 1.446 1.301 942 825 667 429 Transportation Studies,1ne. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Location [ NEWPORT BOULEVARD Segment : S/O COAST HIGHWAY Client : CITY NEWPORT BEA Site: NEWPO Date: 08/15/ Interval Day: Begin AM- NB PM- NB 12.00 127 463 403 1,674 12:15 120 432 ' 12:30 108 408 12.45 108 431 1:00 86 283 484 11899 1:15 74 440 ' 1:30 69 509 _ 1:45 54 466 2:00 59 143 470 1,831 2:15 34 480 ' 2:30 26 408 2:45 24 473 3:00 30 84 479 1.983 3:15 20 492 3:30 14 516 ' 3:45 20 496 4:00 22 79 492 1.933 4:15 16 482 4:30 21 489 ' 4:45 20 470 5:00 32 216 512 1.879 5:15 44 487 5.30 64 427 ' 5.45 76 453 6:00 126 590 418 1.685 6:15 117 43 6:30 147 438 ' 6.45 200 392 7:00 220 1.218 391 1.607 7:15 7.30 286 352 415 412 ' 7:45 360 389 8:00 361 IN'$ 458 1.675 8:15 368 444 8:30 377 408 8:45 392 365 ' 9:00 369 1,515 352 'IA84 9:15 380 368 9.30 356 400 9:45 410 364 ' 10;00 389 1,577 406 1.570 10:15 398 420 10:30 392 382 10:45 398 362 ' 11:00 390 1,632 342 1.293 11:15 434 334 11.30 385 338 11.45 423 279 9,298 20,913 Peak Hour 11:00 3:15 Volume 1.632 1.996 Factor 0.94 0,97' ' DayTotal 29.811 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 : NEWPORT BOULEVARD Site: NEWPORT 'Location Segment : S/O COAST HIGHWAY Date: 08/15/03 Client : CITY NEWPORT BEA Interval Day: Friday Begin AM- SB PM- SB 12:00 90 248 544 2,132 1 12:15 62 554 12:30 44 502 12:45 52 532 1:00 49 170 520 2.078 LIS 44 554 1:30 38 514 1:45 39 490 2.00 40 102 480 L870 26 466 '2.15 2.30 21 466 2.45 15 458 14 42 435 L873 15 C3:OO 14 6 46630 486 6 3:45 8 486 4:00 11 59 470 L965 4.15 9 474 ' 4.30 16 513 513 4.45 23 508 300 29 166 565 2,281 5:15 35 604 5.30 44 566 5:45 58 546 6.00 81 323 556 2.229 6.15 88 551 16.30 78 570 645 76 552 7:00 134 546 516 1.980 7:15 I30 491 '7.30 136 146 503 470 7.45 8:00 194 766 394 1.524 8.15 182 391 I90 374 '8:30 8:45 200 365 9.00 206 853 367 1.340 9:15 198 306 9.30 216 360 ', 9.45 233 307 10:00 287 1,671 323 1.169 10:15 475 314 10:30 455 296 10:45 1 454 236 '.. 11:00 482 2.000 232 835 11:15 514 202,, 11:30 11.45 486 518 198 203 Totals 6.946 21.276 'Peak Hour 11:00 5:00 Volume 2.000 2.281 Factor 0.97 0.94 'DayTotal 28,222 Kl Transportation Studies, Inc. 1350 Reynolds Avenue; Ste. 115 Irvine, CA. 92614 Location : NEWPORT BOULEVARD Segment : S/O COAST HIGHWAY Client : CITY NEWPORT BEA Site: NEWPORI Date: 081161 Interval Day: Saturd4l Begin AM- NB PM- NB 12:00 216 755 390 1.615 12:15 214 417 , 12:30 176 406 12:45 149 402 1:00 148 615 383 1.690 1:13 164 418 ' 1:30 143 411 1:45 160 478 2:00 118 312 432 1,821 2:15 81 468 2:30 60 449 2:45 53 472 3'00 3:15 42 38 119 472 509 1.847 ' 3.30 15 424 3.45 24 442 4:00 28 98 506 2.108 4:15 26 $62 4:30 26 524 ' 4.45 18 516 5:00 23 158 514 2,015 5:15 35 500 5.30 54 521 ' , 5,45 46 480 6:00 46 290 522 2.012 6:15 58 536 630 78 490 ' 6:45 108 474 7:00 118 664 461 1.888 : 1 4 730 178 78 492 ' 7:45 214 484 8:00 244 1,097 488 1.830 8.15 252 452 8:30 309 464 .� 8:45 292 426 9:00 358 1.486 442 1.779 9:15 348 418 9:30 366 465 9:45 414 454 ' 10:00 463 1.702 476 1.807 10:15 409 458 10:30 434 476 10:45 396 397 ' 11:00 448 1.606 382 1.394 11:15 368 359 11:30 422 362 11.45 368 291 • Totals 8,902 21.806 ■ Peak Hour 9:45 4:15 ' Volume 1020 2.116 Factor 0.93 0.94 ' DayTotal 30.708 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Location : NEWPORT BOULEVARD Site: NEWPORT Segment : S/O COAST HIGHWAY Date: 08/16/03 Client : CITY NEWPORT BEA Interval Day: Saturday Begin AM- SB PM- SB 162 558 442 1,669 112:00 12:15 150 426 12:30 120 420 12:45 126 381 1:00 109 341 378 1,626 1:15 86 448 1:30 75 404 1.45 71 396 2:00 72 198 409 1.559 2:15 50 390 2.30 46 398 2.45 30 362 3,00 36 97 364 1.533 3:15 3:30 22 17 371 404 3:45 22 394 4:00 13 105 396 1.665 4:0 21 409 4:30 29 42828 4:45 42 432 5:00 34 258 434 1.658 5:15 60 428 5:30 78 404 5:45 86 392 6:00 104 566 394 1.586 6:15 116 384 6:30 156 388 6:45 190 420 7:00 200 848 402 1,570 7:11 184 416 7:30 216 248 394 358 7:45 8:00 256 1,185 352 1.279 8:15 280 319 8:30 8.45 293 356 321 297 9100 384 1.609 252 IA78 9115 372 278 9:30 422 260 9:45 431 288 10.00 419 1.762 224 971 10:15 450 246 10.30 427 252 10'45 466 249 11:00 396 1.738 204 744 I1:13 436 187 11:30 11:45 455 451 189 164 Totals 9,265 16.938 Peak Hour 10:00 4:30 Volume 1.762 1.722 Factor 0.95 0.99 DayTotal 26.203 Data File. D0308127NB K15 Transportation Studies, Inc. 1350 Reynolds Avenue,_Ste.115 Irvine. CA. 92614 Location : NEWPORT BOULEVARD Segment : S/O COAST HIGHWAY Client t CITY NEWPORT BEA I Site: NEWPOR� Date: 08117/0 — Dav: Sunday Interval Begin AM- NB PM- NB 12:00 266 876 352 1.529 12:15 220 385 I 12:30 190 368 12"45 200 404 1.00 179 657 431 1,611 n 1:15 182 398 I 1:30 134 396 1:45 162 386 2:00 100 279 410 1.735 2:15 84 444 I 2:30 55 428 2:45 40 453 3:00 37 139 456 1.962 3:15 30 522 3:30 42 488 3:45 30 496 4:00 23 72 522 2,100 4:15 16 532 4:30 16 $42 4:45 17 $04 5:00 19 114 496 2.090 5:15 34 540 5:30 28 528 5:45 33 $26 6:00 35 185 508 2.082 6:15 44 528 6:30 47 536 6:45 59 510 7:00 86 442 479 1.955 7:15 I01 512 7:30 128 484 7:43 127 480 8:00 189 817 512 I,903 8:15 2I0 533 8.30 194 458 I 8:45 224 400 9100 269 1,088 400 1.597 9.15 278 422 9:30 264 441 9:45 277 334 I 10:00 322 1.320 314 1.103 10:15 318 292 1030 314 282 10:45 366 215 11.00 386 1.490 182 671 11:15 422 202 11:30 338 183 II.45 344 104 Totals 7.479 20.338 Peak Hour 10:45 5:15 Volume 1.512 2,102 Factor 0.9 0.97 DavTotal 27.817 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste.115 Irvine, CA. 92614 Socation : NEWPORT BOULEVARD egment : S/O COAST HIGHWAY Client : CITY NEWPORT BEA Site: NEWPORT Date: 08/17/03 Day: Sunday nterval Begin AM- S?� PM- SB 12:00 122 464 408 1.575 12.15 130 394 12:30 113 382 12:45 99 84 288 391 375 1,513 1:00 388 1:Is 66 384 130 72 1:45 66 64 201 366 364 1.440 2:00 364 2:15 52 2'90 45 364 2:45 40 31 99 348 377 1,456 00 3'15 26 346 13 3.3030 20 369 3:45 4:00 22 21 127 364 361 1.479 4:15 28 362 4:30 32 380 4:45 5:00 46 42 195 376 414 1,520 30 426 15.15 530 60 340 1545 63 340 6.00 80 355 280 1.280 6 I0 66 3 42 6:3 98 33030 6:45 111 328 7:00 127 563 340 1,238 7:15 121 346 7:30 7.45 144 171 314 238 8:00 163 595 204 866 8:15 8.30 142 166 228 190 244 8:45 224 9:00 236 1.100 181 725 9.15 262 180 930 268 160 9:45 334 204 10:00 331 1,259 154 503 10:15 298 137 10,30 292 122 110:45 338 90 11:00 372 1,520 106 330 11:15 352 71 11.30 ■I I•aa 396 400 82 _ 71 6,866 13.925 11:00 4 30 1.520 1.596 095 0.94 20.791 D0308127NB K F"I Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Location : NEWPORT BOULEVARD Segment : S/O COAST HIGHWAY Client : CITY NEWPORT BEA I Site: NEWPO Date: 08/18/0 Day: Mond Interval Begin AM- NB PM- NB 12:00 89 283 343 1.547 12:15 94 400 12:30 50 389 12:45 50 416 1:00 42 140 408 1,648 1:15 35 428 1:30 36 410 1:45 27 402 2:00 26 89 410 1.656 2:15 26 410 2:30 24 432 2:45 13 404 3:00 13 51 426 1.792 3:15 16 458 3:30 9 413 3:45 13 495 4:00 Is 77 440 1.751 4:15 20 450 4:30 18 426 4.45 24 435 5:00 46 267 512 1.748 5.30 52 4 5.30 75 40202 5.45 94 384 6:00 118 594 437 1.654 6:15 132 392 6:30 156 417 6,45 188 408 7:00 218 1.218 380 I.406 7.15 6 362 7.30 35 356 338 7.45 378 326 8:00 380 1.492 342 1.314 8:15 370 338 8:30 376 328 8:45 366 306 9:00 342 1.373 255 1.121 9:15 328 241 9.30 342 354 9:45 361 271 11` 10.00 352 1,472 216 824 10:15 362 235 10:30 380 207 10:45 378 166 11:00 375 1,502 134 479 11:15 378 134 11:30 386 125 . 11:45 363 86 Totals 8,558 16.940 Peak Hour 10:45 4.15 Volume 1.517 1.823 Factor 0.98 0.89 DayTotal 25,498 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste.115 Irvine, CA. 92614 Location Segment Client :NEWPORT BOULEVARD S/O COAST HIGHWAY CITY NEWPORT BEA Site: NEWPORT Date: 08/18/03 Interval Day: Monday Begin AM- SB PM- SB 60 165 94 1.086 i12:00 12:15 40 152 12:30 30 398 12:45 35 442 1100 30 124 498 1.860 1:15 40 466 1:30 32 474 1,45 22 422 2:00 24 53 454 1.695 2:15 8 430 230 12 408 2:45 9 403 3:00 6 28 414 1.686 3.15 10 398 3:30 5 426 3:45 7 448 4:00 8 47 435 1.750 4:15 7 427 4:30 16 450 4:45 16 438 5.00 20 137 490 2,045 5:15 33 531 ' 5.30 32 499 5:45 52 525 6:00 82 389 462 1.921 6:15 82 509 6:30 95 500 6A5 130 450 7:00 144 607 427 L583 7:15 150 400 7:30 156 423 7:45 157 333 8:00 188 789 368 1.193 8:15 200 272 830 186 278 8.45 215 275 9:00 244 914 238 883 9.15 210 233 9:30 235 216 9:45 225 196 10:00 263 1.067 168 547 10.15 258 136 10.30 272 133 10:45 274 110 11:00 265 1.189 91 309 11:15 294 66 11:30 330 86 1145 300 66 Totals 3.509 16.558 11:00 1,189 0.9 22.067 5:00 2,045 096 IData File: D0308127NB K10i Transportation Studies, Inc. 1350 Reynolds Avenue, Ste, 115 Irvine, CA. 92614 Location ;NEWPORTBOULEVARD Segment ; S/O COAST HIGHWAY Client : CITY NEWPORT BEA I Site: NEWPOI Date: 08/19/ Day: Tuesd# Interval Begin AM- NB PM- NB 12:00 62 223 390 1.616 , 12:15 67 387 12:30 48 410 12.45 46 32 117 429 420 I.701 1:00 1:15 38 464 1:30 22 423 1.45 25 21 66 394 453 1.735 2:00 2:15 21 428 2.30 13 425 2:45 11 429 3:00 10 43 434 1.798 3:15 Is 445 3:30 9 467 3:45 9 452 4:00 4 74 432 1,707 4:15 14 446 4.30 22 398 4:45 5:00 34 40 243 431 453 1.781 5:15 49 466 5:30 68 424 5:45 86 438 6:00 103 563 424 1596 6:15 122 396 ' 6:30 139 402 645 199 374 7:00 208 1.244 312 1.442 7:15 T 366 366 336 33630 7.45 395 374 8:00 354 1.546 390 1.450 83 424 32 8:30 374 342 8:45 396 396 9:00 344 1361 332 1.263 9.30 3 3 18 9 333 33 34141 9:45 10:00 356 340 1,377 272 267 926 10:15 316 273 200 10:30 352 10:45 11:00 369 398 1.562 186 196 645 11:15 412 132 11:30 338 177 11 45 414 140 Totals 8,419 17.660 Peak Hour 11:00 3:00 Volume 1.562 1.798 Factor 0.94 0.96 DayTotal 26.079 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Location Segment Client Interval :NEWPORT BOULEVARD S/O COAST HIGHWAY CITY NEWPORT BEA AM - SB 06 cvv 52 48 36 41 I11 20 28 22 24 63 15 11 13 13 47 18 7 9 10 58 10 18 20 26 159 30 42 61 104 494 112 143 135 180 802 204 220 198 281 1.060 251 244 284 320 1.183 299 276 288 305 1.393 351 376 361 351 1,472 345 386 von PM- SB 428 390 376 384 396 353 356 320 306 300 298 311 295 316 298 314 318 310 332 322 344 326 362 368 368 377 394 393 390 334 309 310 264 259 264 212 214 222 189 154 164 146 113 114 102 87 87 •LQ 7.046 13.657 1.425 1,215 1.223 1.282 1.400 1.532 1.343 999 779 537 344 Site: NEWPORT Date: 08/19/03 Day: Tuesday Peak Hour 11:00 12:00 Volume 1,472 1.578 All, Factor 0,94 0.92 �\9 'DayTotal 20,703o Data File • D0308127NB KA 1 Location : NEWPORT BOULEVARD Segment : S/0 COAST HIGHWAY Client : CITY NEWPORT BEA AM- NB 88 93 73 92 68 42 76 49 46 27 20 19 20 12 24 8 14 14 19 32 36 42 63 102 t00 119 138 214 248 276 349 364 396 372 413 406 380 350 366 382 386 350 388 366 384 342 394 414 8.976 8:00 1,587 0.96 27,002 235 112 64 79 243 571 1,237 L,.`87 1A78 I A90 1.534 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 PM- 393 385 349 418 448 433 392 430 427 448 471 441 478 438 455 495 485 494 446 460 492 502 456 413 447 382 384 392 384 402 344 360 340 382 364 344 334 304 352 303 292 242 246 207 172 130 118 152 18.026 3:30 1.929 0.97 1,703 1.787 1.866 1.885 1,863 1.605 1.490 1.430 1.293 987 572 I Site: NEWPOPO Daze: 08/20/ Day: Wednesd# 02- I Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Location : NEWPORT BOULEVARD Site: NEWPORT Segment :S/OCOAST HIGHWAY Date: 08/20/03 Client : CITY NEWPORT BEA Day: Wednesday 'Begin AM- SB PM- SB 62 179 334 1.277 112:00 12:15 44 305 12:30 44 310 12:45 29 328 1:00 38 126 290 1,222 1:15 40 298 1:30 24 330 1:45 24 304 2:00 23 51 276 1.084 2:15 8 282 ' 2:30 12 238 2:45 8 288 3:00 10 37 262 1.070 3:15 3:30 12 7 242 270 3.45 8 296 4.00 13 60 290 1.228 4:15 3 310 4:30 1 22 316 4.45 22 312 5:00 16 131 332 1.422 15 41 344 5:30 31 352 5,45 43 394 — 6.00 66 327 379 1,477 6'15 90 366 6:30 86 390 6:45 85 342 7:00 138 586 312 1.168 7:15 7:30 140 142 296 286 274 7:45 166 Soo 172 736 264 954 S:IS 189 252 8.30 8:45 175 200 232 206 9:00 212 888 Ho 744 9.15 199 196 9.30 230 192 9:45 247 176 10:00 262 1,042 182 540 10:15 248 138 10:30 260 120 10:45 272 100 11.00 280 1.314 88 304 11:15 328 69 11.30 1145 338 368 87 60 Totals 5,477 12.490 Peak Hour 11:00 5:45 Volume 1,314 1.529 Factor 0.89 0.97 �007 LayTotal 17,967 Y. Data File: D0308127NTB Kq 3 Transportation Studiesr Inc. 13SO Reynolds Avenue, Ste.115 ' Irvine, CA. 92614 Location : JAMBOREE ROAD Site: NEWPORT Segment : N/O COAST HIGHWAY Date: 08/14/03 Client : CITYNEWPORTBEA Begin AM PM AM PM AM PM 12:00 - 32 10 2256 1,004 16 44 308 1.216 48 153 564 2.220 12:15 26 254 6� 310 32 564 12:30 33 242 12 327 45 569 - INS 18 252 10 271 28 523 ` 01:00 18 66 274 1,074 12 23 302 1,204 30 89 576 2278 01:15 23 268 4 314 27 582 01:30 14 256 4 288 18 544 WAS Il 276 3 300 14 576 02.00 10 27 254 1,077 3 13 286 1,190 13 40 540 2.267 02:15 4 272 2 298 6 570 02:30 8 281 6 304 14 585 02.45 5 270 2 302 7 572 03.00 8 13 296 1.129 5 9 270 1242 13 22 566 2.371 03.15 2 257 1 322 3 579 0330 1 276 2 298 3 574 , WAS 2 300 1 352 3 652 04:00 5 34 274 1,078 4 22 322 1,424 9 56 596 2,502 04:15 5 276 4 356 9 632 04:30 7 242 2 382 9 024 04AS 17 286 12 364 29 650 05:00 26 150 290 1,415 8 51 44S 1,591 34 201 73§ 3,006 05:15 29 396 11 406 40 802 05:30 34 369 14 350 48 719 05:45 61 360 18 390 79 750 06:00 66 368 294 988 24 174 468 1,595 90 542 762 2,583 06:15 72 271 33 407 105 678 0630 loo 219 46 422 146 641 06:45 130 204 71 298 201 502 07:00 180 960 203 843 82 420 262 862 262 1380 465 1,705 07:15 220 223 92 260 312 483 0730 256 218 114 192 370 410 07AS 304 199 132 148 436 347 08:00 319 1.267 238 830 169 835 130 387 488 2,102 368 1,217 08:15 326 212 170 85 496 297 08:30 318 182 219 88 537 270 08:45 304 198 277 84 $81 282 09:00 298 1,026 188 716 254 L014 70 283 552 2.040 253 999 09:15 234 193 250 86 484 20 09:30 226 186 244 61 470 247 09:45 268 159 266 66 534 225 10:00 220 911 162 557 248 1,084 50 174 468 1,995 212 731 10:15 240 128 288 48 $28 176 10:30 207 ISO 244 42 451 192 10:45 244 117 304 34 548 151 11:00 228 946 116 308 266 1,181 26 94 494 2.127 142 402 11:15 246 82 310 24 556 106 11:30 226 54 286 26 512 80 11:45 246 56 319 18 565 74 Totals 5,877 11.019 4,870 11262 10,747 22281 Split% 54.7 49.5 45.3 50.5 Day Totals 16,896 16,132 33,028 Day Solits 51.2 48.8 PeakHaur 07:45 05:15 11:00 05:45 08:15 05:15 � Volume 1267 1.419 1.181 1.687 2,166 3.033 Fac[OT OS7 0.90 0.93 0.90 0.93 0.95 K2%1 Transportation Studies, Inc. 1350 Revnolds Avenue, Ste. 115 Irvine, CA. 92614 Location : JAMBOREE ROAD Site: NEWPORT Segment : N/O COAST HIGHWAY Date: 08/15/03 Client : CITY NEWPORT BEA — Combined Day: Friday Interval NB SB �Bettin AM PM AM PM AM_ _. _ PM 12:15 40 253 17 296 57 549 12:30 42 294 12 312 54 606 12:45 32 26 92 292 256 1,096 12 5 30 266 317 1.239 44 31 122 558 573 2.335 01:00 01:15 22 258 10 354 32 612 01:30 26 300 6 291 32 591 01:45 18 282 9 277 27 559 02:00 25 51 262 1,132 7 22 315 1,245 32 73 577 2,377 02:15 8 240 8 324 16 564 02:30 9 298 4 270 13 568 02:45 9 332 3 336 12 668 03:00 8 20 298 1.231 1 9 268 1.255 9 29 566 2.486 03:15 5 327 2 337 7 664 03:30 4 288 4 304 8 592 03:45 3 318 2 346 5 664 04:00 5 34 310 1,246 4 21 310 1,474 9 55 620 2.720 04:15 5 324 4 378 9 702 04:30 9 314 5 368 14 682 04:45 IS 298 8 418 23 716 05:00 17 135 306 1,224 6 34 475 1,725 23 169 781 2,949 05:15 30 330 10 424 40 754 05:30 34 306 7 462 41 768 05:45 54 282 11 364 65 646 06:00 59 409 271 1,061 29 114 411 1,421 88 563 685 2,489 06:15 06:30 80 124 276 256 28 44 332 368 108 168 608 624 06:45 146 254 53 318 199 572 07:00 190 910 234 882 62 380 250 834 252 1.290 484 1,716 07'15 194 220 97 238 291 458 07:30 228 202 86 206 314 409 07:45 298 226 135 140 433 366 08:00 340 1.206 225 810 122 667 116 403 462 1,873 341 1,213 08:15 294 221 136 109 430 330 08:30 304 198 198 80 502 278 08:45 268 166 211 98 479 264 09:00 274 984 192 774' 224 851 73 289 498 1,835 265 1,063 09:15 247 204 ' 197 74 444 278 09:30 245 178 194 68 439 246 09:45 218 200 236 74 454 274 10:00 228 929 168 659 154 794 72 254 382 1,723 240 913 10:11 211 181 231 83 462 264 10:30 10:45 236 234 162 148 210 199 57 42 446 433 219 190 11:00 249 998 133 491 212 950 42 150 461 1,948 175 641 11:15 276 128 300 41 576 169 11:30 228 130 234 33 462 163 11:45 245 100 204 34 449 134 Totals 5,922 11,729 3,973 11,434 9.895 23,163 SPIN% 59,1 50,6 40.2 49A Day Totals 17,651 15,407 33.058 Day Splits 53.4 46.6 Peak Hour 07:45 03:45 11:00 950 04:45 1,779 11:00 1.948 04:45 3,019 Volume 1.236 1,266 Factor 0.91 0.98 0.79 0.94 0.85 0.97 I IData File. D0308134 K25 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvin. CA. 92614 Location : JAMBOREE ROAD _ Site: NEWPORT Segment : NIO COAST HIGHWAY Date: 08/16/03 Client : CITY NEWPORT BEA Imerval NB SB om me Day: Saturday Begin AM PM AM PM AM PM 12:00 82 250 274 1,050 26 89 332 1,267 108 339 606 2.317 12:15 62 270 29 311 91 581 12:30 56 256 17 314 75 570 12:45 48 250 17 310 65 560 01:00 48 164 227 991 18 48 302 1.182 66 212 529 2.173 01:15 34 260 12 296 46 556 j 01:30 38 236 10 298 48 528 WAS 44 274 8 286 52 560 02:00 28 86 251 1,068 10 27 316 1.245 38 113 567 2.313 02:15 27 294 8 307 35 601 02.30 16 226 7 314 23 540 02AS 15 297 2 308 17 605 03:00 12 42 287 1.085 4 16 307 1.225 16 58 594 2310 03:15 11 287 5 300 16 587 03:30 10 258 3 270 13 528 03:45 9 253 4 348 13 60I 04:00 4 31 301 1.211 4 17 242 1,118 8 48 543 2.329 04:11 4 322 4 302 8 624 04:30 10 295 4 284 14 579 04.45 13 293 5 290 18 583 05:00 Il 54 269 1,101 2 25 277 1.144 13 79 546 2.245 r 05:15 8 292 7 308 IS 600 05:30 14 278 2 286 16 564 05:45 21 262 14 273 35 535 O60 24 153 262 993 9 73 276 1,042 33 226 539 2.035 06:15 28 250 14 267 42 517 06:30 46 262 23 229 69 491 06:45 55 219 27 270 82 489 070 66 343 242 873 46 250 274 849 112 593 516 1.722 07:15 83 204 54 244 137 448 07:30 78 201 52 200 130 401 07AS 116 226 98 131 214 357 08.00 149 587 238 860 116 572 104 338 265 1.159 342 1.198 08.15 116 209 140 70 256 279 08:30 143 209 118 94 261 303 08.45 179 204 198 70 377 274 09:00 166 806 200 829 196 784 53 217 362 1.590 253 1.046 09.15 215 218 195 68 410 286 09:30 203 212 169 42 372 254 09AS 222 199 224 54 446 253 10:00 209 939 190 777 242 995 38 162 451 1.934 228 939 10:15 236 194 228 52 464 246 10:30 218 196 242 38 460 234 10.45 276 197 283 34 559 231 11:00 241 1,034 172 553 322 1,319 38 108 $63 2.353 210 661 11:15 267 184 318 26 585 210 I1.30 260 102 330 18 590 120 1145 266 95 349 26 615 121 Totals 4.439 11391 4.215 9,8 77 8.704 21.288 Split?'; 51.6 53.5 48.4 46.5 Day Totals 15.8B0 14.112 29.992 DavSoins 52.9 47.1 Peak Hour 10:45 04:00 14:00 12:00 11:00 03:45 Volume 1,044 1,211 1.319 1.267 2.353 2.347 Factor 0.95 0.94 0.94 0.95 0.96 0.94 Data File: D0308134 (�Vp ' K" Location Transportation Studies, Inc. 1350 Reynolds Avenue. Ste. I IS Irvine, CA. 92614 : JAMBOREE ROAD Site: NEWPORT N/O COAST HIGHWAY Date: 08/17/03 CITY NEWPORT BEA NB SB — Cornbmed Day: Sunday AM PM AM PM AM PM 94 277 249 910 20 62 324 1.230 114 339 573 2.140 68 241 12 312 80 553 64 222 16 321 80 543 51 198 14 273 65 471 40 169 236 926 9 29 318 1.157 49 198 554 2.083 48 228 6 270 54 498 40 241 8 307 48 548 41 221 6 262 47 483 38 113 250 1,010 6 19 267 1,073 44 132 517 2.083 39 246 6 253 45 499 21 234 0 265 21 499 15 280 7 288 22 569 17 47 246 1.061 6 19 264 1,048 23 66 510 2.109 5 286 4 276 9 562 17 258 5 248 22 506 8 271 4 260 12 531 3 21 286 1,200 2 10 275 1,042 5 31 561 2.242 6 295 4 255 10 550 6 315 4 260 10 575 6 304 0 252 6 556 7 41 266 1,051 2 14 284 981 9 55 550 2.032 10 272 4 251 14 523 10 267 1 216 11 483 14 246 7 230 21 476 21 133 210 894 12 46 245 909 33 179 455 1.803 28 232 12 244 40 476 , 36 214 10 224 46 438 48 238 12 196 60 434 62 254 234 847 28 172 190 678 90 426 424 1.525 50 210 36 196 86 406 64 201 38 164 102 365 78 202 70 128 148 330 86 438 262 924 60 466 92 292 146 904 354 1.216 114 245 116 80 230 325 116 239 134 62 250 301 122 178 156 58 278 236 118 603 220 747 '134 726 48 169 252 1,329 268 916 141 182 176 47 317 229 144 171 208 34 352 205 200 174 208 40 408 214 194 842 126 401 195 800 28 97 389 1,642 154 498 226 130 211 26 437 156 186 78 175 16 361 94 236 67 219 27 455 94 201 897 52 174 308 1.223 18 65 509 2,120 70 239 219 43 317 16 536 59 243 56 278 19 521 75 234 23 320 12 554 35 3.835 10,145 3.586 8.741 7,421 18.886 51.7 53.7 48.3 46.3 t3,980 12.327 26.307 53.1 46.9 10:45 04:00 11:00 12:00 11:00 04:00 899 1.200 1.223 1.230 2.120 2.242 0.92 0.95 0.96 0.95 0.96 0.97 K2� Transportation Studies, Inc. 1350 Reynolds Avenue, Ste.115 Irvine. CA.92614 Location :3AMBOREEROAD Site: NEWPORT Segment : NIO COAST HIGHWAY Date: 08/18/03 Client : CITY NEWPORT BEA Interval NB SB Combined Day. Monday Begin AM PM AM PM AM PM 12:00 20 93 257 929 10 33 280 1.182 30 126 537 2.111 12:15 28 230 6 351 34 581 12:30 22 230 11 230 33 460 12:45 01:00 23 13 52 212 246 992 6 4 11 321 276 1.055 29 17 63 $33 522 2.047 01:15 16 246 1 268 17 514 01:30 13 246 2 258 15 504 - 01:45 10 254 4 253 14 507 02:00 9 23 259 991 2 11 264 993 11 34 523 1.984 02:15 7 244 2 237 9 481 02:30 2 232 4 254 6 486 02:45 5 256 3 238 8 494 03:00 2 14 240 1.062 2 5 300 1.144 4 19 540 2.206 03:15 6 294 1 250 7 $44 03:30 3 272 1 285 4 557 03:45 3 256 1 309 4 365 04:00 10 39 250 1.047 2 10 298 1.263 12 49 548 2.310 04:15 11 280 2 304 13 584 04:30 6 231 2 315 8 546 04.45 12 286 4 346 16 632 05:00 27 139 242 1.081 9 33 362 1.622 36 172 604 2.703 05.15 30 286 4 454 34 740 05:30 34 264 8 388 42 652 05-45 48 289 12 418 60 707 - 06:00 62 398 250 912 20 87 370 1358 82 485 620 2.270 r• 06:15 85 253 14 358 99 611 06:30 108 220 32 324 140 544 06:45 143 189 21 306 164 495 07:00 07:15 186 212 926 206 212 754 52 46 231 258 196 772 238 258 1.157 464 408 1.526 07:30 218 162 67 174 285 336 07:45 310 174 66 144 376 318 08:00 320 1,191 210 709 88 622 110 426 408 1,813 320 1.135 08:15 298 169 139 128 437 297 y� 08:30 297 184 183 108 480 292 08:45 276 146 212 So 488 226 09:00 242 875 178 568 182 770 82 244 424 1.645 260 812 09:15 221 146 160 56 381 202 09:30 209 120 190 38 399 158 09:45 203 124 238 68 441 192 10:00 220 824 114 379 222 858 45 161 442 1.682 159 540 10:15 201 118 220 44 421 162 10:30 185 89 192 38 377 127 10:45 218 58 224 34 442 92 11:00 191 871 59 183 206 894 34 98 397 1.765 93 281 11:15 212 58 196 20 408 78 11:30 228 39 225 30 453 69 11.45 240 27 267 14 507 41 Totals 5.445 9.607 3.565 10318 9.010 19.925 - Split% 60.4 48.2 39.6 51.8 Day Totals 15.052 13.883 28,035 Day Splits 52.0 48.0 Peak Hour 07:45 05:15 11:00 05:15 08:15 05:15 r� Volume 1.225 L089 894 100 11829 2.719 •Factor 0.96 0.94 0.84 0.90 0.94 0.92 Data File ; D0308134 / n D KIND Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Location : JAMBOREE ROAD Site: NEWPORT ,Segment : NO COAST HIGHWAY Date: 08/19/03 Client CITYNEWPORT BEA interval NB SB -Combined Day: Tuesday .� Beein AM PM _ AM PM AM- _ -- PM - .-- . I2:15 28 242 17 296 45 538 12:30 18 239 14 270 32 509 1245 Is 8 43 251 242 1,062 18 6 26 257 274 1.074 33 14 69 508 516 2,136 01:00 01:15 18 284 8 266 26 550 01:30 10 272 6 258 16 530 01:45 7 264 6 276 13 540 02:00 10 28 260 1.030 4 26 274 1.099 14 54 534 2,129 02:15 9 244 7 294 16 538 02:30 0 259 10 260 10 519 02:45 9 267 5 271 14 538 0300 0 15 244 1.050 4 14 295 1.117 4 29 539 2.167 03:15 5 266 4 251 9 517 03:30 4 264 0 276 4 540 03:45 6 276 6 295 12 571 04:00 8 33 276 1.081 4 18 286 1,314 12 51 562 2.395 04:15 3 276 2 390 5 666 04:30 7 253 6 292 13 545 04.45 15 276 6 346 21 622 05:00 30 135 252 I,091 8 55 338 1.695 38 190 590 2.786 05:15 23 296 22 471 45 767 05.30 28 268 10 436 38 704 05.45 54 275 IS 450 69 725 06:00 60 363 259 958 33 210 427 1.582 93 573 686 2.540 06:15 73 240 45 424 118 664 06:30 98 237 55 386 153 623 06:45 132 222 77 345 209 567 07:00 186 952 220 786 120 440 244 786 306 1.392 464 1.572 07:15 194 204 90 192 284 396 07:30 252 188 102 218 354 406 07'45 320 174 128 132 448 306 08:00 274 L206 205 742 152 705 173 429 426 1.911 378 1.171 08:15 332 202 163 98 495 300 08.30 292 167 170 90 462 257 08:45 308 168 220 68 528 236 09:00 266 1,006 180 579 234 786 66. 252 500 1.792 246 831 09:15 292 141 146 63 438 2.04 09:30 212 140 190 71 402 211 09:45 236 118 216 52 452 170 10:00 237 879 136 422 218 947 36 145 455 1.826 172 567 10.15 218 126 230 37 448 163 1030 198 226 88 72 246 253 32 40 444 479 120 112 10'45 11:00 233 945 80 208 275 1,122 30 81 508 2.067 110 289 11:15 232 50 293 22 525 72 11:30 244 38 260 14 504 52 11'45 236 40 294 IS 530 55 Totals 5.696 9S97 4.414 10.724 10.110 20.721 Wit°/n 56.3 48.2 43.7 $1.8 Day Totals 15.693 15.138 30.831 Dav Splits 509 49.1 Peak Hour 07:45 05:15 11:00 1.122 05:15 1,794 11:00 2.067 05:15 2.882 Volume 1.218 1.098 Factor 0.92 0.93 0.95 0.95 0.98 0.94 IData File: D0308134 K2A Transportation Studies, Inc, 1350 Remolds Avenue, Ste.115 Irvine. CA. 92614 _ Location : JAMBOREE ROAD Site: NEWPORT Segment : NIO COAST HIGHWAY Date: 08/20/03 , Client : CITY NEWPORT BEA Imerval NB SB -Combined Day: Wednesday Begin AM PM AM PM AM PM .� 1A;UV .l0 luo 44U 101 11 YU 11V 1.111 1L I11 i.l ✓I 12:15 22 234 12 320 34 554 12:30 24 2$2 14 278 38 530 12:45 22 252 8 265 30 517 01:00 14 52 250 981 6 29 266 1.048 20 81 516 2.029 01:15 11 255 6 268 17 523 01:30 14 228 11 248 25 476 01:45 13 248 6 266 19 514 02:00 9 22 256 1.007 4 17 285 1,055 13 39 541 2,062 02:15 6 218 6 258 12 476 02:30 7 252 2 262 9 514 021,45 0 281 5 250 5 531 03:00 2 22 264 1.052 2 10 258 1.168 4 32 522 2.220 03:15 12 282 2 300 14 582 � 03:30 3 252 0 300 3 552 03:45 5 254 6 310 11 564 04:00 4 29 277 1.083 4 18 295 1.343 8 47 572 2.426 04:15 5 273 2 350 7 623 04:30 4 256 3 326 7 592 04:45 16 277 9 372 25 649 05:00 22 121 318 1.156 12 43 407 1.811 34 164 725 2.967 05:15 20 302 7 472 27 774 05:30 33 290 9 464 42 754 05:45 46 246 15 468 61 714 06:00 66 453 253 897 36 176 432 1,581 96 629 685 2.478 06:15 89 231 28 439 117 670 06:30 118 198 36 366 154 564 06:45 180 215 82 344 262 $59 - 07:00 200 943 208 815 80 418 282 936 280 1.361 490 1.751 07:15 262 212 95 252 297 464 07:30 236 186 105 210 341 396 07:45 305 209 Oil 192 443 401 08:00 328 1.219 189 751 148 688 149 527 476 1,907 3138 1.278 08:15 309 190 182 144 491 334 0830 278 195 188 its 466 313 08:45 304 177 176 116 474 293 090 284 1.012 162 633 182 762 95 312 466 1.774 257 945 09:15 266 189 233 88 499 277 09:30 230 137 174 67 404 204 09:45 232 14$ 173 62 405 207 10:00 220 $51 118 441 162 860 62 204 382 1.711 220 645 10:15 10:30 214 191 122 94 216 236 64 44 430 427 186 138 10:45 226 67 246 34 472 101 11:00 266 896 66 196 266 1.105 42 101 $32 2,001 108 ,297 11:15 218 51 254 23 472 80 11.30 196 25 275 22 471 47 11.45 216 48 310 14 526 62 Totals 5.726 9.996 4,174 11.259 9.900 21.255 Split% SU 47.0 42.2 53.0 Day Totals 15.722 ISA33 31.155 Day Splits 50.5 49.5 Peak Hour 07:45 04:A5 11:00 05;15 11:00 05:00 Volume 1.230 1.187 1.105 1.836 2.001 2,967 Factor 0.93 0.93 0.89 0,97 0.94 0.96 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine. CA. 92614 Location : MAC ARTHUR BOULEVARD [Seiament : N/0 SAN ]OAOUIN HILLS ROAD Client : CITY NEWPORT BE AM PM AM PM AM PM Site: NEWPORT Date: 08/15/03 . 12:15 40 463 46 626 86 1.089 12:30 49 432 37 622 86 1.054 12:45 38 460 36 626 74 1,086 01:00 01:15 26 34 104 482 536 2.020 35 22 90 587 586 2.331 61 56 194 1.069 1,122 4.351 01:30 22 516 17 610 39 1,126 01:45 22 486 16 548 38 1.034 02'00 25 65 510 2,091 18 61 612 2.236 43 126 1322 4.327 02:15 II 519 18 543 29 L062 02:30 18 512 12 551 30 1,063 02:45 11 550 13 530 24 1,080 03:00 4 21 512 2,077 16 54 558 2.134 20 75 1,070 4.211 '03:15 5 537 12 502 17 1.039 03:30 2 508 13 548 15 1.056 03:45 10 520 13 526 23 1,046 04:00 7 41 532 2.074 14 99 510 2,268 21 140 1,042 4,342 04:15 4 500 16 568 20 1,068 04.30 14 526 21 554 35 1,080 04:45 16 516 48 636 64 1,152 05:00 23 151 556 2.127 54 312 557 2,509 77 463 1,113 4,636 05:15 36 592 66 638 102 L230 1 05:30 38 493 66 686 104 1,179 05:45 54 486 126 629 180 1.114 06:00 59 334 471 1,767 170 983 580 2,143 229 1,317 1,051 3,910 06:15 06:30 74 104 470 422 196 284 558 496 270 388 1.028 918 06:45 97 404 333 509 430 913 07:00 200 898 380 1.533 452 1,946 423 1.620 652 2.844 803 3.153 07:15 192 415 428 432 620 847 07:30 226 378 486 417 712 795 07:45 280 360 580 348 860 708 08.00 282 1.242 332 1,305 624 2.493 322 1,078 906 3,735 654 2.383 08:15 322 338 621 292 943 630 08:30 334 339 613 256 947 595 08:45 304 296 635 208 939 504 09:00 291 1.136 288 1.281 630 2.285 218 920 921 3,421 506 2.201 09:15 284 352 604 243 888 595 09:30 305 308 504 206 809 514 09:45 256 333 547 253 803 586 10:00 262 1,082 326 1,206 527 1,888 204 688 789 2.970 530 1.894 1035 275 347 442 162 717 509 10:30 298 247 313 220 440 479 186 136 738 726 499 356 10:45 11:00 342 1.616 227 797 552 2.221 118 436 894 3,837 345 1.233 11:15 416 220 466 113 882 333 I1:30 433 202 590 108 - 1,023 310 11:45 425 148 613 97 1,038 245 Totals 6,877 20,053 12.593 20.888 19A70 40,941 Split% 35.3 49.0 647 51.0 'Day Totals 26.930 33.481 60,411 Day Splits 44.6 55.4 Peak Hour 11:00 04:30 08:15 05:15 11:00 04:45 Volume 1.616 2.190 2.499 2.532 3,837 4.674 Factor 0.93 0.92 0.98 0.92 0.92 0.95 , I 1. Data File: D0308131 /S' Transportation Studies, Inc. 1350 Reynolds Avenue. Ste. 115 Irvine. CA. 92614 Location : MAC ARTHUR BOULEVARD Site: NEWPORT Segment : N10 SAN IOAOUIN HILLS ROAD Date: 08/16103 Client : CITY NEWPORTBE Interval NB SB - Combined Day: Saturday Begin AM PM AM PM AM PM 12c00 123 477 366 1394 68 265 478 1.991 191 742 844 3385 12:15 120 346 80 554 200 900 I2:30 126 312 57 503 183 815 12,45 108 370 60 456 168 $26 010 100 324 371 1393 42 151 505 L839 142 475 876 3.232 01:15 80 338 45 434 125 772 O1:30 76 360 36 400 112 760 - 01:45 68 324 28 500 96 824 02:00 52 140 352 1.533 32 94 462 1.815 84 234 814 3348 02:15 43 397 22 436 65 833 02:30 25 402 19 432 44 834 02:45 20 382 21 485 41 867 03:00 29 66 388 1.605 14 60 435 1.713 43 126 823 3.318 03:15 16 409 18 410 34 819 03:30 13 392 19 386 32 778 03:45 8 416 9 482 17 898 04:00 8 49 428 1.711 11 68 442 1,844 19 117 870 3.555 04:15 10 453 9 496 19 949 04:30 14 370 12 438 26 808 04:45 17 460 36 468 53 928 05:00 21 101 448 1.684 36 172 417 1.638 57 273 865 3322 05:15 IS 418 32 420 50 838 05:30 24 410 26 392 50 802 05:45 38 408 78 409 116 817 06:00 46 245 370 IA79 102 509 400 1.522 148 753 770 3,001 06:15 50 377 88 380 138 757� 06:30 72 384 130 398 202 782 06:45 77 348 188 344 265 692 07:00 82 448 371 1.536 205 897 390 1.272 287 1.345 761 2.808 07:15 86 394 190 300 276 694 07:30 143 382 234 311 377 693 07:45 137 389 268 271 405 660 08:00 152 754 353 1.445 286 1.200 246 872 438 1,954 599 2.317 08:15 148 364 270 222 418 586 08:30 204 378 292 238 496 616 08:45 250 350 352 166 602 516 09:00 230 1.051 320 1.218 463 L654 192 743 693 2.705 $12 1.961 09:15 252 318 351 194 603 512 09:30 267 292 424 193 691 485 09:45 302 288 416 164 718 452 ' 10.00 270 1,192 304 1.195 470 1.834 159 638 740 3.026 463 1,833 10:15 318 317 388 153 706 470 10:30 296 312 494 154 790 466 10:45 308 262 482 172 790 434 11:00 326 1.321 300 944 $96 2.045 112 432 922 3.366 412 1.376 11:15 336 249 475 ills 811 367 11:30 321 212 492 93 813 305 11:45 338 183 482 109 820 292 Totals 6.168 17.137 8.948 16319 15,116 33,456 Split's 40.8 512 592 48.8 DavTotals 23.305 25.267 48.572 Day Splits 48.0 52.0 - Peak Hour 11.00 04:45 10:30 12:15 11:00 04:00 Volume 1.321 1.736 2.047 2.018 3.366 3,555 _ Factor 0.98 0.94 0.86 0.91 0.91 0.94 .. 1I KV. Transportation Studies, Inc. Location ,Segment Client : MAC ARTHUR BOULEVARD : NIO SAN JOAOUIN HILLS ROAD : CITY NEWPORT BE 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Site: NEWPORT Date: 08/17/03 Interval NB SB — Combmed Day: Sunday Begin AM PM AM PM AM PM 12.00 138 472 297 1.161 74 77 264 474 402 1,775 212 195 736 771 700 2.942 12:15 118 298 12:30 110 288 54 437 164 725 12:45 106 284 59 462 165 746 01:00 67 270 316 292 1,284 41 40 146 456 471 1.837 108 115 416 772 763 3.121 01:15 01:30 75 66 334 32 444 98 778 01:45 62 342 33 466 95 808 02:00 74 195 398 1,436 29 89 438 1,757 103 284 836 1193 02:15 1 54 340 22 419 76 759 02:30 26 367 22 464 48 831 02:45 41 331 16 436 57 767 03.00 24 59 356 1.526 13 65 379 1.560 37 124 735 3.086 03:15 16 366 23 381 39 747 03:30 11 402 13 394 24 796 03:45 8 402 16 406 24 808 04.00 10 54 376 1,618 9 58 421 1.579 19 112 797 3,197 04:15 16 414 11 402 27 816 04:30 12 388 16 378 28 766 04:45 16 440 22 378 38 818 01:01 24 86 432 1,573 22 126 352 1.418 46 212 784 2,991 05:15 17 379 364 26 22 342 398 43 42 721 762 05:30 05:45 20 25 398 56 326 81 724 11:00 30 180 404 1,632 54 313 324 1,241 84 493 128 2,873 06:15 06:30 45 40 462 410 60 96 304 308 105 136 766 718 06:45 65 356 103 305 169 661 07:00 63 318 363 1,391 104 447 251 943 167 765 614 2.334 07:15 68 362 79 236 147 598 07:30 101 348 116 240 217 588 07:45 86 318 148 216 234 534 08:00 87 506 386 1,354 165 663 174 676 252 1.169 560 2.030 08:L5 132 366 133 187 265 553 08:30 157 316 145 171 302 487 08:45 130 286 220 144 350 430 09:00 139 692 258 1.010 254 1.078 136 530 393 1.770 394 L540 09:15 175 284 232 134 407 418 09:30 174 210 282 124 456 334 09.45 204 258 310 136 514 394 10:00 236 939 223 790 350 L453 120 396 586 2.392 343 1386 10:11 218 201 334 I20 552 321 '10:30 10:45 234 251 186 176 349 420 86 70 583 671 272 246 11:00 284 1,038 128 360 472 1,846 92 272 756 2,884 220 632 11:15 240 92 406 66 646 158 11:30 258 72 504 62 762 134 11:45 256 68 464 52 720 120 Totals 4.809 15,141 6.548 13.984 11.357 29.125 Split% 42.3 52.0 57.7 48.0 Day Totals 19.950 20.532 40,482 Day Splits 49.3 50.7 Hour 11:00 04:15 I1:00 01:00 11:00 0145 . ,Peak Volume 1.038 1.674 1.846 1.837 2.884 3.234 Factor 0.91 0.95 0.92 0.98 0.95 0.97 �* Data File: D0308131 K33 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Location : MAC ARTHUR BOULEVARD Segment : N/O SAN JOAOUN HILLS ROAD Client : CITY NEWPORT BE AM PM AM PM PM I Site: NEWPORT Date: 08/18/03 0 12:00 50 186 314 1.311 4J Do 30V L.IOJ » J44 ooe 1.11, 12:15 49 382 44 480 93 862 , 1230 39 333 30 560 69 893 - 12:45 48 342 39 554 87 896 01:00 26 93 390 1.412 27 94 538 2.083 53 187 928 3.495 01:15 29 366 33 493 62 859 01:30 24 350 21 502 45 852 01:45 14 306 13 556 27 856 02:00 12 38 336 1.362 12 $0 476 1.769 24 88 $12 3.131 02:15 9 359 10 412 19 771 02:30 7 333 14 448 21 801 - 02:45 10 314 14 433 24 747 03:00 7 26 320 1.338 7 41 476 1,876 14 67 796 3.214 03:15 4 384 10 466 14 850 03:30 3 322 12 440 15 762 _ 03.45 12 312 12 494 24 806 04:00 8 70 302 1.321 W 106 460 1,847 27 176 762 3.168 04:15 16 379 18 454 34 833 04:30 Is 330 19 433 37 763 WAS 28 310 50 500 78 810 05;00 44 252 320 1.314 59 325 484 2.277 103 577 804 3.591 05:15 54 356 62 591 116 947 05:30 82 312 80 606 162 918 05:45 72 326 124 596 196 922 ` 06:00 06:15 108 139 583 265 263 1,005 146 182 1.015 626 563 2,109 254 321 1.598 891 826 3.114 06:30 146 262 313 486 459 748 06:45 190 215 374 434 564 649 - 07:00 264 IA39 254 899 436 1.928 384 1.388 700 3.367 638 2.287 07:15 313 236 433 400 746, 636 07:30 381 204 474 318 855 522 07:45 481 205 585 286 1,066 491 , 08:00 496 1.886 192 769 634 2A65 268 956 1.130 4.351 460 1.725 08:15 480 212 604 236 1.084 449 08:30 458 194 588 236 L046 430 08:45 452 171 639 216 1.091 387 _ 09:00 435 L523 165 643 666 2.144 168 664 1.101 3.667 33', 1.307 09:15 342 200 510 186 852 3815 09:30 390 162 514 170 904 332 09:45 356 116 454 140 810 256 10:00 326 1,313 120 446 471 1.721 128 459 797 3.034 248 905 10:15 342 110 360 120 702 230 10:30 321 114 430 117 751 231 ' 10,45 324 102 460 94 784 196 11:00 334 1.384 75 226 512 2.054 80 239 846 3A38 155 465 11:15 325 66 476 62 801 128 11:30 371 55 530 50 901 105 j 11.45 354 30 536 47 890 77 _. Split% 42.1 40.4 57.9 59.6 Day Totals 20.899 29.929 50,828 Day Splits 41.1 $8.9 Peak Hour 07AS RAS 08:15 05:15 08:00 05:15 Volume 1.915 1.448 2A97 2A19 4.351 3.678 Factor 0.97 0.93 0.94 0.97 0.96 0.97 II Transportation Studies, Inc. Location leltment Cllent : MAC ARTHUR BOULEVARD : N/O SAN JOAOUIN HILLS ROAD CITY NEWPORTBE 1350 Reynolds Avenue, Ste. 115 Irvine. CA. 92614 Site: NEWPORT Date: 08/19/0C3 Interval NB SB Combated Day Tuesday Beam AM PM AM PM AM PM 12:00 33 101 152 ' 162 650 50 33 133 506 484 2.070 83 65 234 658 646 2.720 12:15 12:30 32 20 166 28 522 48 688 12:45 16 170 22 558 38 728 01:00 17 12 51 161 157 664 20 17 72 534 516 2,066 37 29 123 695 673 2330 01:15 01:30 13 176 15 516 28 692 01:45 9 170 20 500 29 670 02:00 5 40 186 738 15 37 528 1.862 20 77 714 2.600 02:15 6 182 11 462 17 644 02:30 15 200 8 458 23 658 02:45 14 170 3 414 17 584 03:00 8 23 176 796 8 40 488 1.879 16 63 664 2.675 03:15 2 202 6 442 8 644 03.30 7 202 12 460 19 662 03:45 6 216 14 489 20 705 04:00 6 38 176 771 12 94 484 1.897 18 132 660 2.668 04:15 6 210 13 474 19 684 04:30 14 178 21 500 35 678 04:45 12 207 48 439 60 646 05:00 22 160 215 868 42 325 535 2,329 64 485 750 3,197 05:15 40 210 238 61 80 576 544 101 116 786 782 05:30 05:45 36 62 205 142 674 204 879 06:00 64 360 163 597 163 948 622 2,326 227 1.308 785 2.923 06:15 83 160 171 623 254 783 06:30 85 140 272 546 357 686 06.45 128 134 342 535 470 669 07:00 145 796 116 443 424 L956 442 1,539 569 2.752 558 1.982 186 119 456 365 642 484 I07:15 07:30 216 95 526 374 742 469 07:45 249 113 530 358 799 471 08:00 253 1,039 106 426 660 2.568 288 1,032 913 3,607 394 1.458 08:15 291 130 568 286 859 416 08:30 275 104 672 248 947 352 08:45 220 86 668 210 888 296 09:00 258 804 95 370, 582 1.848 191 684 840 2.652 286 1.054 09:15 224 94 432 176 656 270 09:30 170 109 422 162 592 271 09:45 152 72 412 155 564 227 10:00 139 576 70 229 654 2.017 152 494 793 2.593 222 723 10:11 147 59 444 134 591 193 10:30 134 156 48 52 476 443 121 87 610 599 169 139 10:45 11:00 150 622 36 114 512 2.014 88 255 662 2.636 124 369 11:15 142 38 470 72 612 110 11:30 168 24 516 41 684 65 11:45 162 16 516 54 678 70 Split% 27.7 26.6 72.3 73A Day Totals 11.276 30.485 41.761 Day Solits 27.0 73.0 Peak Hour 07:45 04:45 0800 05.45 08:00 05:15 Volume 1.068 870 2.568 2,465 3.607 3.232 Factor 092 0.91 0.96 0.91 0.95 0.92 i I Transportation Studies, Inc. 1350 Reynolds Avenue. Ste.115 Irvine, CA 92614 Location : MAC ARTHUR BOULEVARD Site: NEWPORT Seament : N/0 SAN 1OAOUIN HILLS ROAD Date: 0820/03 Client : CITY NEWPORTBE Interval NB SB Combined Day: Wednesday Benin AM PM AM PM AM PM 12:00 14 54 159 690 52 137 532 2.101 66 191 691 2,791 12:15 17 186 32 506 49 692 12:30 16 180 30 521 46 701 - 12:45 7 165 23 542 30 707 01:00 8 22 167 707 19 65 551 2,029 27 87 718 2.736 01:15 8 198 12 494 20 692 01:30 3 180 20 496 23 676 01:45 3 162 14 488 17 650 02:00 2 8 I80 719 12 38 518 1,928 14 46 698 2.647 02:15 4 177 12 458 16 635 02:30 2 174 7 498 9 672 02:45 0 188 7 454 7 642 03:00 1 4 186 772 10 45 506 1.824 11 49 692 2.596 03:15 1 212 8 446 9 658 03:30 2 168 9 41l 11 $79 03:45 0 206 18 461 1B 667 04:00 0 13 197 819 18 87 484 1.890 18 100 681 2.709 04:15 3 208 16 472 19 680 04:30 4 194 17 464 21 658 04:45 6 220 36 470 42 690 05:00 6 61 200 823 48 336 $92 2A08 54 391 792 3.231 05:15 12 219 64 568 76 781 05:30 20 225 92 618 112 843 05.45 23 185 132 630 155 815" 06:00 28 165 192 677 156 939 651 2.193 184 1.124 843 2,870 06:15 42 182 I85 526 227 708 06:30 40 152 294 543 334 695 06.45 55 151 324 473 379 624 07:00 66 430 149 466 424 1.986 437 1.507 490 2A16 586 1.973 07-15 89 121 432 386 521 507 07.30 123 104 534 341 657 445 07:45 152 92 596 343 748 435 .. 08:00 162 581 104 376 632 2,489 268 964 794 3.070 372 1.340 08:15 144 96 561 263 705 359 08.30 144 88 678 221 822 309 08.45 131 88 618 212 749 300 _ 09:00 148 542 82 347 624 1.949 172 732 772 2.491 254 1,079 09.15 137 104 504 183 641 287 0930 140 84 419 174 559 258 09A5 11.7 77 402 203 519 280 10:00 118 478 81 248 407 1.759 153 504 525 2.237 234 752 _ 10:15 126 53 412 125 538 178 10:30 108 55 437 122 545 177 10.45 126 59 503 104 629 163 11:00 128 552 36 115 530 2,107 99 287 658 2,659 135 402 11:15 133 38 508 62 641 100 11:30 139 23 507 57 646 80 HAS 152 18 562 69 714 87 Totals 2.910 6.759 11,957 18.367 14.867 25.126 Split°/a 19.6 26.9 80.4 73.1 Day Totals 9.669 30.324 39,993 Day Splits 24.2 75.8 Peak Hour 07AS 04:45 08:00 05:15 08:00 05:15 Volume 602 858 2A89 2A67 3.070 3.282 _ Factor 0.93 0.95 0.92 0.95 0.93 0.97 ' Data File: D0308131 K3e MAC ARTHUR BOULEVARD N/0 SAN JOAQUIN HILLS ROAD CITY NEWPORT BE AM 9 32 9 8 6 6 18 6 4 2 2 14 4 4 4 2 6 1 3 0 1 4 0 1 2 5 45 13 9 18 22 134 24 37 51 51 382 75 114 142 155 608 155 149 149 144 512 115 124 129 115 469 120 104 130 122 597 156 153 166 2,821 18.3 9.614 23.0 08:00 608 0.98 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 PM AM SB PM 160 648 44 161 614 2.312 164 50 549 158 31 579 166 36 570 176 665 15 75 548 2,084 154 24 516 167 20 558 168 16 462 166 692 24 65 486 1,960 162 13 510 178 13 494 186 Is 470 190 777 14 43 498 1.930 211 8 452 182 12 500 194 9 480 182 791 20 81 497 2.175 231 16 546 196 14 524 182 31 608 201 816 53 335 536 2.407 222 66 612 198 84 556 195 132 703 178 677 152 978 632 2.364 195 194 644 155 268 576 149 364 512 129 495 460 1.988 496 1.633 136 448 415 _ 124 476 384 106 604 338 100 409 652 2,452 332 1,158 126 568 320 78 610 262 105 622 244 97 374 678 2.205 218 782 108 507 216 74 493 176 95 527 172 84 298 559 2.065 138 553 93 488 156 67 480 148 54 538 111 69 151 558 2,116 92 284 35 512 70 26 486 62 UNI 53 193 59 39 42 21 93 30 24 18 26 79 17 17 19 16 49 9 15 9 21 85 16 15 33 58 380 79 93 I50 174 1.112 218 305 415 511 2.370 523 590 746 807 3.060 723 759 771 822 2.717 622 617 656 674 2.534 608 584 668 680 2.713 668 639 PM 774 2.960 713 737 736 724 2,749 670 725 630 652 2.652 672 672 656 688 2.707 663 682 674 679 2.966 777 720 790 737 3.223 834 754 898 810 3.041 839 731 661 625 2.128 551 508 444 432 1,567 446 340 349 315 1.156 324 250 267 222 851 249 215 165 161 435 105 88 £i 25.7 81.7 74.3 32.206 41,820 77.0 05:00 08:15 05.45 08:15 0530 816 2.478 2.555 3.075 3.301 0.92 0.91 0.91 0.94 0.92 1 Site. NEWPORT Date: 0821/03 ' • Data File: D0308131 1/ 3*1 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Location : MAC ARTHUR BOULEVARD Segment : N/O COAST HIGHWAY Client : CITY NEWPORT BEA Site: NEWPORA Date: 08/14/1� Day: Thursd:l interval Begin AM- SB PM- SB 12:00 30 98 320 1.160 12:15 29 316 ' 12:30 22 272 12:45 17 252 1:00 12 46 283 1.107 1:15 16 256 1:30 13 274 1:45 5 294 2:00 10 19 266 1.028 2:15 4 262 2:30 3 244 2,45 2 256 3:00 2 23 252 1,008 3:15 5 238 3:30 4 262 3:45 12 256 4,00 11 45 264 1.201 4.15 6 298 4:30 5 286 4,45 23 353 5:00 28 158 283 1.326 5:15 34 348 5:30 37 341 5,45 59 354 6.00 56 407 380 1.439 6.15 79 382 6:30 114 341 6.45 158 336 , 7:00 170 730 272 958 7:0 181 262 1:30 201 212 N5 178 212 8:00 240 902 218 735 8:30 196 148 8:45 266 176 9:00 287 1.057 158 641 9:15 276 169 9:30 260 176 945 234 138 10.00 271 1.059 ill 419 10.15 258 130 10.30 245 95 10:45 285 83 11:00 239 1.159 62 225 11,15 314 61 11:30 288 56 HAS 318 _____46 Totals 5.703 ---_- 11.247 Peak Hour 11:00 5:30 Volume 1,159 1.457 factor 0.91 0.95 DayTotal 16,950 K3S Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 : MAC ARTHUR BOULEVARD Site: NEWPORT 'Location Segment : N/O COAST HIGHWAY Date: 08/14/03 Client : CITY NEWPORT BEA interval Day: Thursday Begin AM- NB PM- NB 12:00 42 134 239 960 12:15 1 46 244 12.30 24 229 12:45 22 248 1:00 31 67 258 1,047 1:15 12 266 1.30 13 254 1:45 11 269 2:11 13 32 282 1,107 2:15 2:30 9 6 266 280 2:45 4 279 3:00 6 29 296 1.148 8 273 13:15 3:30 6 29494 345 9 285 4.00 5 29 262 1.077 4:15 8 284 4.30 9 261 4.45 7 270 5:00 29 193 288 1.107 5:15 42 270 5:30 58 261 5.45 64 288 6:00 76 423 292 1.052 6:15 66 266 6:30 119 238 6:45 162 256 7,00 210 1,090 262 972 PIS 222 246 730 292 238 7:45 366 226 8100 351 1.358 226 939 8:15 y 358 270 8.30 288 228 8:45 361 215 9:00 258 1.024 186 719 9 15 272 187 236 196 19'30 9'45 258 150 10:00 214 896 176 608 10 IS 226 180 10:30 225 128 110:45 231 124 11:00 215 948 124 357 11:15 223 106 11.30 211:45 265 245 65 62 ,Peak Hour Volume Factor tayTotal 6.223 1 L093 7:30 3:00 qy 1.367 1.148 0 17,316 K3q Location : MAC ARTHUR BOULEVARD Segment : N/O COAST HIGHWAY Client : CITY NEWPORT BEA 30 38 26 31 Is 12 12 11 7 7 7 5 2 4 11 10 12 12 14 25 40 42 44 66 88 162 110 172 190 228 199 234 234 230 247 314 304 264 258 295 284 270 274 283 284 348 322 Totals 6.091 Peak Hour 11:00 Volume 1.237 Factor 0.89 DayTotal 17.995 53 32 22 48 151 426 789 945 1.140 1.123 1,237 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. I IS Irvine, CA. 92614 PM- SB 320 330 322 294 295 293 274 317 322 270 292 288 316 272 278 274 288 280 314 323 309 364 324 386 348 346 316 300 271 290 242 215 212 191 169 172 I80 147 184 185 138 118 137 94 84 84 72 64 11.904 5:15 IA22 0.92 1.179 1.172 1.140 1.205 1383 1310 1.018 744 696 487 304 I Site: N£WPORN Date: 08/15/ Day: ' Transportation Studies, Inc. 1350 Remolds Avenue, Ste. I IS Irvine, CA. 92614 Location : MAC ARTHUR BOULEVARD Site: NEWPORT ' Segment : N/O COAST HIGHWAY Due: 08/15/03 Client : CITY NEWPORT BEA Interval Day: Friday Begin AM- NB PM- NB 12:00 50 180 221 994 12:15 40 241 12:30 50 260 12:45 40 272 1:00 26 124 278 1,104 1:15 38 269 1:30 28 280 1:45 32 278 2:10 26 60 279 1,193 2:15 15 280 2.30 13 300 245 6 334 3:00 8 26 306 1.196 3:15 7 272 3:30 4 322 3:45 7 296 4.00 6 44 274 1,127 9 294 '4:15 4:30 16 284 4:45 13 275 5:00 26 163 286 L098 5:15 38 300 5:30 38 290 5:45 61 222 6:00 64 406 194 912 6:11 88 250 6:30 114 234 6:45 140 234 700 198 995 224 939 7,15 228 264 7.30 241 241 7:45 328 210 8:00 320 1.278 241 913 8:15 318 232 8:30 314 242 8.45 326 198 9.00 312 1,083 184 797 9:15 260 210 9.30 259 205 9.45 252 198 10:00 236 976 215 819 10:15 256 250 10:30 110:45 254 230 194 160 11:00 264 1,050 169 548 11:15 238 158 11:30 276 134 Iff11.45 272 _ 87 6.385 11,640 Peak Hour 7:45 2:45 Volume 1.280 1.234 Factor 0.98 0.92 1DayTotal 18,025 Kok Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 L Location : MAC ARTHUR BOULEVARD Segment : NIO COAST HIGHWAY Client : CITY NEWPORT BEA Site: NEWPO Daze: 08/161 Interval Day: Begin AM- SB PM- SB 12:00 58 177 307 1.228 12:15 44 331 12:30 40 302 12:45 35 288 1:00 1:t5 27 39 Ill 278 266 1.087 1:30 24 257 1:45 21 286 2.00 IS 51 278 1.057 2:15 14 284 2:30 12 235 2.45 10 260 3:00 10 35 283 1.044 3:15 12 246 3:30 10 226 3:45 3 289 4:00 6 37 258 1.064 4:15 4 257 4:30 7 273 4:45 20 276 5:00 23 105 273 969 5: 22 230 5:30 30 20 22424 5,45 40 242 6:00 58 313 255 985 " 6.15 6:30 60 77 236 252 6:45 118 242 7:00 124 603 272 880 7.15 147 186 7:30 160 234 7:45 172 188 8:00 191 778 164 652 8.15 166 166 8:30 201 178 8:45 220 144 9:00 269 1.076 135 529 9:15 220 130 9:30 284 148 9:45 303 116 116, 10:00 283 1.160 108 423 1095 286 115 10:30 294 92 ]0:45 297 108 11:00 322 1.283 69 305 11.15 314 79 1130 318 73 11:45 329 84 Totals 5.729 10.223 Peak Hour 11:00 12:00 Volume 1.283 1.228 Factor 0.97 0.93 DayTotal 15.952 r Data File: D0308130S8 ��� Transportation Studies, Inc. 1350 Reynolds Avenue, Ste.115 Irvine, CA. 92614 Location : MAC ARTHUR BOULEVARD Site: NEWPORT Segment : N/0 COAST HIGHWAY Date: 08/16/03 Client : CITY NEWPORT BEA Interval Day: Saturday Begin AM- NB PM- NB 12:00 80 299 223 956 12:15 72 227 12:30 76 250 12.45 71 256 1:00 64 210 252 1.003 115 60 247 1:30 40 264 145 46 240 2:10 42 117 270 1,112 2:15 24 27 282 288 2:30 2.45 24 272 3:00 15 35 258 1.074 7 272 '3:15 3-30 6 284 3.4; 7 260 4:00 10 39 252 1.060 4: 1 28 ' 4:30 30 6 6 258 4:45 13 252 5:00 10 73 294 1.136 5:15 14 332 5.30 19 256 5.45 30 254 600 23 170 237 1.012 6'IS 6.30 42 47 255 266 6:45 58 254 7.00 71 334 246 979 7,11 69 226 7.30 7:45 96 98 249 259 8:00 120 589 274 1.098 8:15 124 267 8:30 149 274 9-45 1 196 283 9100 214 804 224 897 9.15 174 247 9.30 211 218 9.45 205 208 10:00 207 833 217 903 10:15 218 241 10:30 200 230 10:45 208 215 11:00 246 934 243 691 11.15 230 192 1,1130 1145 218 240 140 116 Totals 4.437 11.921 Peak Hour 11.00 4:30 Volume 934 1.136 Factor 0.95 0.86 DayTotal 16,358 I IData File: D0308130NB K(A Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Location : MAC ARTHUR BOULEVARD Segment : N/O COAST HIGHWAY Client : CITY NEWPORT BEA i Site: NEWPOR� Daze: 08/17/0 Day: Sandal Interval Begin AM- SB PM- SB 12:00 62 188 311 1,037 12:15 56 226 248 12:30 28 252 12:45 1:00 42 30 100 258 1.059 1:15 27 254 1:30 21 282 1:45 22 265 2:00 IS 62 252 1.067 2:15 19 250 230 17 304 2:45 11 261 3:00 7 36 246 958 3:15 12 247 3:30 10 259 3:45 7 206 4:00 7 36 224 981 4:15 9 276 4:30 10 238 4:45 10 243 - 5:00 11 73 244 922 5:0 21 211 5:30 11 240 5:45 30 227 6.00 34 221 249 901 6.15 46 191 6:30 76 239 6:45 65 222 7:00 76 326 176 687 7.30 82 162 7:45 106 164 8:00 111 479 122 478 8: 1 42 125 8:30 30 116 16 8:45 144 104 9:00 166 753 103 389 9:15 154 95 97 9:30 207 9:45 226 94 10:00 229 1.003 72 279 10:15 244 90 10:30 256 55 10:45 274 62 54 166 11:00 308 1.100 11:15 266 40 11:30 278 40 114S 248 32 Totals 4.377 8.924 Peak Hour 10.45 1:45 , Volume 1.126 1.071 Factor 0.91 0.88 DayTotal 13J01 Data File: D0308130SB O► 1 : MAC ARTHUR BOULEVARD 'Location Segment : N/O COAST HIGHWAY Client : CITY NEWPORT BEA Interval Begin AM- NB 98 315 �12:00 12:15 75 12:30 79 12.45 63 1:00 I: 1548 51 192 1:30 36 1:45 57 2:00 51 145 210 40 2:30 24 2.45 30 3:00 14 39 3 15 6 3,30 10 3:45 9 4.00 3 34 10 '4.15 4:30 11 4:45 10 5:00 14 - 62 5:15 12 5,30 17 5.45 19 6.00 16 132 6:15 6:30 30 38 6:4545 48 7:00 31 250 7:15 47 82 '7,45 7 90 8:00 73 376 8.15 88 112 '8:30 8,45 103 9:00 132 592 9:15 128 9:30 154 9:45 178 10.00 170 776 10.15 200 10:30 10.45 196 210 11:00 190 825 11.15 203 _ 1130 202 Peak Hour Volume Factor IDayTotal I Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 *UVM►l 212 196 188 194 217 214 230 236 210 214 238 250 237 248 259 248 272 288 286 276 291 269 288 273 272 282 281 244 249 229 250 258 308 261 294 243 231 211 170 187 204 126 126 152 80 68 55 52 3,738 10.667 11:00 4:15 825 1,141 0.9 0.99 14,405 897 912 992 1.122 1.121 1.079 986 1.106 799 608 255 Site: NEWPORT 'Date: 08/17/03 Day: Sunday 9 Location : MAC ARTHUR BOULEVARD Segment : N/O COAST HIGHWAY Client : CITY NEWPORTBEA Transportation Studies, Inc. 1350 Reynolds Avenue, Ste.115 Irvine, CA, 92614 Site: NEWPOR Daze: 08/18/ Day: Mond Interval Begin AM- SB PM- SB 12:00 24 98 282 1.042 12:15 28 238 12:30 21 292 12:45 25 230 1:00 17 61 235 981 1:15 20 238 1:30 12 268 1:45 12 240 2:00 5 22 262 928 2:15 2 250 2:30 7 214 2:45 8 202 3:00 6 19 230 990 3:15 6 248 3:30 3 266 3:45 4 9 42 246 260 1,069 4:00 7 262 4:15 4.30 8 268 , 4.45 18 279 -- 5:00 34 163 266 1.262 5:15 33 318 5:30 40 318 5:45 56 360 6:00 56 434 345 1237 6:15 77 336 630 131 304 6:45 170 252 7:00 174 706 236 844 7:15 162 212 7:30 174 212 , 7:45 196 184 8:00 189 848 156 602 8: 21 1 8:30 30 215 14848 ' 8:45 234 136 9:00 261 963 112 454 9:15 234 128 9:30 238 122 9:45 230 92 10:00 237 910 89 325 10:15 234 92 10:30 219 84 10:45 220 60 11:00 274 1.064 60 159 11:15 248 41 11:30 250 32 11-45 292 26 Totals 5330 9.893 Peak Hour 11:00 5:30 Volume 1,064 1.359 Factor 0.91 0.94 DayTotal 15,223 I Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 : MAC ARTHUR BOULEVARD Site: NEWPORT tocation egrlent : N/O COAST HIGHWAY Date: 08/18/03 Client : CITY NEWPORT BEA 'Interval Day: Monday Begin AM - NB PM- NB 38 137 215 931 112:00 12:15 41 226 12:30 25 240 12:45 33 250 1:00 15 50 270 987 1:15 8 244 I:30 19 235 1,45 8 238 2:00 13 33 250 1,058 2:15 7 7 288 266 2:30 2:45 6 254 3:00 5 20 272 1.146 2 29 '3:15 3:30 6 298 3:45 7 280 4:00 4 37 274 1,044 8 282 '4:15 430 14 251 4:45 11 237 5:00 35 189 266 1.057 5:I5 40 292 5.30 52 253 5.45 62 246 6.00 86 454 217 908 6:15 6.30 86 124 247 212 645 158 232 7.00 186 1.020 224 809 7,15 210 211 7:30 7.45 268 356 184 190 8:00 344 1.273 196 717 8:15 316 192 8.30 300 170 8.45 1 313 159 9.00 298 1.040 140 535 9:15 250 140 9:30 246 139 9.45 246 116 I0:00 218 838 109 430 10.15 201 108 10.30 201 109 10.45 218 104 11:00 207 911 68 230 11 15 230 70 11:30 211:45 242 232 46 _ 46 Peak Hour Volume Factor LayTotal 6.002 9.852 7:45 3.15 1.316 1.148 0.92 0.96 15,854 K41 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 ' Irvine, CA. 92614 Location : MAC ARTHUR BOULEVARD Site; NEWPO Segment : N/O COAST HIGHWAY Daze: O8/19/ Client : CITY NEWPORT BEA Interval Day: Tuesd Begin AM- SB PM- SB 12:00 26 80 275 1.094 12:15 23 301 12:30 16 258 _ 12:45 IS 260 1:00 11 36 307 1.048 1:15 10 256 , 1:30 6 211 1:45 9 274 2:00 10 25 286 1.036 2:15 6 260 2:30 4 238 2:45 5 252 3:00 2 17 254 991 3:15 2 268 3:30 7 216 3:45 6 253 4.00 5 37 285 1.137 4:15 4 275 4:30 a 272 4:45 20 305 5:00 26 I60 277 1.243 5:15 30 308 5:30 44 334 5:45 60 324 6:00 57 411 362 1.359 6:15 70 330 630 128 330 6:45 156 337 7:00 180 725 260 969 7:15 7:30 166 185 l85 268 218 7:45 194 229 8:00 182 831 I80 654 8:15 211 178 8:30 203 B2 8:45 233 144 9:00 262 848 142 481 9:15 186 126 9:30 206 119 9:45 194 94 10:00 306 1.065 104 347 10:15 248 93 10, 2 64 10.45 45 27676 66 11:00 264 1.065 50 162 11:15 258 45 11:30 282 33 I1.45 261 34 Totals 5.300 10.521 Peak Hour 10:45 6:00 Volume 1,080 1.359 Factor 0.96 0.94 • DayTotal 15.821 Data File : D0308130SB �� Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 'Location : MAC ARTHUR BOULEVARD Segment : N/O COAST HIGHWAY Client : CITY NEWPORT BEA "ZIERK 38 32 19 19 13 18 9 5 5 6 14 14 5 1 5 8 2 8 14 17 29 29 42 66 73 96 99 170 198 241 294 342 340 341 322 304 326 301 234 241 219 226 217 214 224 234 224 230 6.128 7:45 1.345 0.98 16,424 45 39 19 41 166 438 1,075 1,307 1,102 876 912 241 252 238 242 246 260 260 288 235 269 272 268 252 315 288 297 304 283 289 244 262 304 258 234 225 239 248 222 209 212 183 210 198 228 184 185 164 149 173 140 140 132 76 115 86 86 39 52 10.296 3:15 1.204 0.96 1.054 1.044 1.152 1.120 1.058 934 814 795 626 463 263 A Site: NEWPORT Date: 08/19/03 Day: Tuesday Ky°► Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 u Location : MAC ARTHUR BOULEVARD Segment : N/0 COAST HIGHWAY Client : CITY NEWPORT BEA Site: NEWPOII 8/2 Date: 00/ Interval Day: Begin AM- SB PM- SB 12:00 36 96 257 L106 12:15 27 296 , 12:30 18 292 1245 15 261 1:00 16 48 262 998 1:15 14 260 1:30 10 216 1:43 8 260 2:00 3 17 260 1.018 2.15 5 244 2:30 6 269 2:45 3 245 3:00 6 17 242 968 3:15 2 242 3:30 2 244 3:45 7 240 4:00 8 34 252 1.084 4:15 6 277 4:30 8 263 4:45 12 292 5:00 23 142 326 1,308 5.30 29 3 11 5 38 342 5:45 52 329 6:00 54 439 370 1,329 6.30 82 30 6 148 350 , 6.45 155 239 7:00 170 805 262 948 7 7.30 180 227 26 236 ' 7.45 228 194 8100 168 798 167 614 8*15 202 156 8,30 196 143 8:45 232 148 , 9:00 296 963 120 539 9.15 190 143 9:30 222 132 9A5 255 144 10:00 272 1,029 88 332 10a5 230 82 10:36 270 98 10:45 257 64 11:00 274 1,120 60 172 II:15 266 38 11:30 278 34 Totals 5.509 10,416 Peak Hour 11:00 5:45 Volume L120 1.419 _ Factor 0.93 0.96 DayTotal 15,924 I K50 Location Segment Client Interval Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 MAC ARTHUR BOULEVARD Site: NEWPORT N/O COAST HIGHWAY Date: 08/20/03 CITY NEWPORT BEA Day: Wednesday Begin AM - NB PM - NB 31 134 225 960 '12:00 12:15 43 230 12:30 28 244 12.45 1:00 32 16 55 261 262 1,064 1:15 18 251 1:30 9 280 1:45 12 271 2:00 7 33 248 1.045 '2:15 13 9 261 250 2:30 2:45 4 286 3:10 4 20 296 1,145 ' 3:15 7 7 273 273 3:30 3:45 2 276 4:00 2 36 276 1,121 10 311 '4:15 4:30 9 276 4.45 15 258 5:00 22 173 262 1.042 5:15 35 266 5.30 52 262 5:45 64 252 6:00 76 434 265 941 6:15 6:30 86 120 220 240 645 152 216 7:00 200 1.082 226 819 7 15 250 214 '7:30 268 364 187 192 7:45 8:00 354 1,290 192 758 8:15 321 218 309 176 '8:30 8:45 306 172 9:00 311 1.061 140 609 9.15 254 176 9:30 264 137 9.45 232 156 10.00 242 881 144 549 10.15 216 132 1030 227 150 10:45 196 123 11:00 215 902 96 266 11.15 231 62 11.30 II.45 208 248 56 52 Totals 6.101 10.319 Hour 7:45 2:45 'Peak Volume 1.348 1,155 A Factor 0.93 0.96 x\h a 56 ' "N �7 DayTotal 16,420 IData File: D0308130NB 1/ C Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 , Irvine: CA. 92614 Location : NEWPORT COAST DRIVE Site: NEWPORT Segment : N10 COAST 14IGHWAY Date: 08/14103 Client : CITY NEWPORT BEA Imerval NB SB Combined Day: Thursday Begin AM PM AM PM AM PM 12:00 16 45 116 483 17 42 159 583 33 87 275 1.066 12:15 16 114 9 148 25 262 12:30 6 124 8 152 14 276 12:45 7 129 8 124 15 253 01:00 5 20 107 430 9 22 147 5$3 14 42 254 983 , 01:15 2 105 3 124 5 229 01:30 7 110 5 160 12 270 01:45 6 108 5 122 11 230 02:00 2 12 114 501 3 11 106 480 5 23 220 981 02:15 4 108 4 119 8 227 02:30 5 140 1 129 6 269 02:45 1 139 3 126 4 265 03:00 1 6 114 549 0 7 124 573 1 13 238 1.122 03:15 1 134 1 138 2 272 03:30 1 157 3 154 4 311 - 03:45 3 144 3 157 6 301 04:00 3 IS 128 481 2 12 159 673 5 27 287 1.154 04:15 2 125 3 177 5 302 ' 04:30 2 114 4 168 6 282 04:45 8 114 3 169 11 283 05:00 05:15 5 19 51 126 138 505 4 3 16 188 174 800 9 22 67 314 312 1.305 ' 05:30 9 119 3 230 12 349 05:45 18 122 6 208 24 330 -- 06:00 31 219 105 409 13 131 200 702 44 350 305 1.111 06:15 42 102 24 179 66 281 06:30 62 112 42 192 104 304 ' 06:45 84 90 52 131 136 221 07:00 106 560 68 303 72 278 144 542 178 838 212 845 07:15 138 76 72 162 210 238 07:30 146 84 66 130 212 214 07:45 170 75 68 106 238 181 08.00 162 716 77 300 78 369 82 365 240 1.085 159 665 MIS 152 95 103 106 255 201 08:30 217 68 78 89 295 157 08:45 185 60 110 88 295 148 09:00 178 620 54 219 84 393 13 230 262 1.013 117 449 09:15 174 68 105 .,6 279 124 09:30 140 52 96 66 236 118 09:45 128 45 108 45 236 90 10:00 102 486 50 191 100 428 50 167 202 914 100 358 10:15 10.30 137 116 48 50 106 112 52 34 243 228 100 84 10:45 131 43 110 31 241 74 11:00 131 511 35 92 112 460 37 77 243 971 72 169 11:15 123 25 134 19 257 44 11:30 130 15 98 11 228 26 11:45 127 17 116 10 243 27 Totals 3,261 4.463 2.169 5.745 5.430 10.208 Solis°l° 60.1 43.7 39.9 56.3 Day Totals 7.724 7.914 15.638 , DaySolits 49.4 50.6 Peak Hour 08:30 03:15 1030 0530 08:30 05:00 ' Volume 754 563 468 817 1,131 1.305 'Factor 0.87 0.9D 0.87 0,89 0.96 0.93 K52 Location ■ 12:15 12.30 12:45 Ol•00 01:15 01:30 02:00 02:00 02:15 02:30 02:45 ' 03:00 03:1515 03.30 03:45 ' 04:00 04:1515 0430 04.45 ' '5:00 05:15 15 0530 05:45 06.15 06.15 06:30 0645 07:00 ] '07:30 1 07;30 1 0745 1 08:00 1 '08:30 1 08:30 I 08.45 1 09:00 1 09:15 1 09:30 1 09.45 1 10:00 I 10:30 1 10:30 1 10:45 1 11.00 1 11 15 1 11:30 1 11:45 1 Totals 3.2 Soln% 57 ,Day Totals Day Splits 'Peak Hour 07:45 Volume 736 Factor 0.95 II NEWPORT COAST DRIVE N/0 COAST HIGHWAY CITY NEWPORT BEA NB ]7 36 34 4 PM 14 42 140 512 7 124 9 113 12 135 11 36 123 512 7 126 7 130 11 133 4 11 114 537 2 120 3 145 2 158 3 9 153 612 3 149 2 154 1 156 2 11 135 579 1 148 3 144 5 152 9 50 136 502 11 130 11 130 19 106 22 214 127 437 38 112 64 114 90 84 02 546 94 335 82 38 77 89 82 72 733 79 325 93 94 82 80 86 72 68 599 54 268 53 72 32 72 46 70 18 501 68 270 24 67 15 62 44 73 19 506 60 170 17 38 33 39 58 5.059 .0 46.0 8.317 49.8 Transportation Studies, Inc. 1350 Remolds Avenue. Ste. 115 Irvine, CA.92614 AM 22 56 8 12 8 6 29 12 5 6 4 14 3 3 4 2 10 2 5 1 1 5 2 1 1 3 23 3 8 9 17 133 20 42 54 70 325 93 78 84 76 418 104 114 124 Ill 425 104 96 114 104 456 112 128 112 156 574 131 134 43.0 8.399 502 02:45 11:00 614 574 0.97 0.92 9 PM 142 606 164 150 150 142 535 141 114 138 139 570 138 136 157 126 620 156 178 160 178 694 172 184 160 196 806 202 210 198 199 743 185 183 176 152 511 132 106 121 75 302 78 81 68 50 207 57 49 51 62 216 55 52 47 36 127 32 29 30 .937 54.0 05:15 809 0.96 I;�ui 36 92 15 21 20 17 65 19 12 17 8 25 5 6 6 5 19 5 7 2 3 16 3 4 6 12 73 14 19 28 39 347 58 106 144 172 871 210 216 273 248 1.151 297 296 310 279 1.024 257 228 260 222 957 236 243 256 275 1.080 248 270 16.716 PM 282 1.118 288 263 285 265 1.047 267 244 271 253 1.107 258 281 315 279 1.232 305 332 316 313 1.273 320 328 312 332 1.308 332 340 304 326 1.180 297 297 260 246 846 214 183 203 154 627 172 161 140 104 475 129 121 121 130 486 122 114 120 96 297 70 62 co 08:15 04:45 1.182 1.316 0.95 0.97 Site: NEWPORT Date: 08/15/03 Transportation Studies, Inc. 1350 Reynolds Avenue. Ste.115 Irvine. CA. 92614 Location : N Segment : N Client : C Interval Begin AM 12:00 23 12:15 16 12:30 14 12:45 11 01:00 14 01:15 11 01:30 7 01:45 I5 02:00 5 02:15 14 02:30 8 02:45 2 03:00 4 03:15 4 03:30 2 03:45 1 04:00 2 04:15 2 04:30 3 04:45 3 05:00 8 05,15 8 05.30 9 05:45 11 06:00 12 06:15 10 06:30 17 06AS 22 07:00 21 07:15 45 07:30 56 07:45 70 08:00 96 08:15 80 08:30 98 08.45 106 09:00 108 09:15 104 09.30 103 09AS 90 10:00 102 10:15 110 10:30 119 10:45 124 11:00 112 11:15 102 11.30 120 1145 114 Totals 2.128 Split% 47.7 DavTotais Day Splits Peal: Hour 10:15 Volume 465 Factor 0,94 EWPORT COAST DRIVE /0 COAST HIGHWAY ITYNEWPORTBEA NB PM 109 123 135 47 136 475 117 98 124 29 122 488 129 112 125 11 124 516 130 130 132 10 142 560 142 130 146 36 150 527 132 122 123 61 138 498 146 110 104 192 108 381 91 88 94 380 94 355 l08 83 70 405 58 272 67 71 76 455 58 256 68 72 58 438 50 189 63 36 7.134 49.1 AM 49.7 52.3 04:15 11:00 568 609 0.95 0.91 bn PM 85 146 628 189 152 141 39 142 567 129 148 148 28 164 584 151 118 151 12 145 535 126 144 120 10 128 510 130 122 130 23 132 537 126 146 133 113 142 517 138 129 108 224 106 363 91 98 68 338 75 262 74 56 57 364 39 214 58 61 56 485 53 202 50 47 52 609 47 157 36 36 7,406 50.9 50.3 12:00 628 0.83 AM yu'I 52 149 41 30 26 22 86 24 21 19 15 57 26 II 5 8 23 9 3 3 7 20 4 3 6 Ii 59 II IS 22 23 174 42 51 58 60 416 90 106 160 160 718 160 168 230 178 769 190 197 204 212 940 235 241 252 265 1.047 238 272 14.540 268 1.117 298 275 276 278 1.042 246 246 272 286 1.072 280 230 276 269 1.051 256 274 252 270 1.070 272 252 276 282 1.064 258 268 256 280 1.015 284 239 212 214 744 182 186 162 169 617 182 139 127 97 486 125 132 132 111 458 118 119 110 97 346 99 72 78 I I;00 12:15 1.047 1.127 0.96 0.95 Site: Date: NEWPORT 08/16/03 Transportation Studies, Inc. ' 1350 Revnolds Avenue. Ste. 115 Irvine, CA. 92614 Site: NEWPORT Location : NEWPORT COAST DRIVE Date: 08/17/03 ,Segment : N/O COAST HIGHWAY Client : CITY NEWPORT BEA SB — Combined Day: Sunday Interval NB —Aenm AM PM AM - PM AM- --- PM- 12:15 13 104 25 142 38 246 12.30 16 112 18 140 34 252 12 127 20 142 32 269 '12,45 01:00 10 53 94 422 8 8 36 179 I50 619 18 18 89 273 262 1.041 01:15 10 112 01:30 17 118 13 140 30 258 01:45 02:00 16 10 33 98 115 466 7 5 21 I50 154 150 563 23 15 20 54 248 269 254 1.029 02:15 10 104 10 02:30 8 122 3 132 Il 254 02:45 5 125 3 7 IS 127 134 518 8 8 29 252 282 1.042 1 14 148 524 7 247 '03.00 03:15 4 118 3 2 129 119 9 243 03.30 7 124 3 136 5 270 03:45 2 2 7 134 110 570 1 8 142 550 3 15 252 1.120 04:00 146 0 115 1 261 04:15 04:30 1 4 159 1 152 5 311 04:45 0 155 6 1 21 141 138 504 6 14 50 296 29904 1,053 13 29 152 549 9 '05:00 05:15 4 142 5 122 9 247 05.30 4 121 5 10 126 118 18 252 0545 06:00 8 10 71 134 133 476 9 71 105 403 19 142 238 879 06:15 18 108 125 13 25 99 92 31 45 - 207 217 06:30 20 06:45 23 110 24 107 47 217 07:00 21 105 92 448 19 123 109 330 40 228 201 778 07:15 28 118 28 86 56 204 07:30 32 110 30 73 62 183 07:45 08:00 24 42 251 128 97 387 46 43 178 62 65 226 70 85 429 190 162 613 08:15 70 100 39 69 109 169 08:30 60 92 38 52 98 144 08:45 79 98 89 286 58 48 319 40 56 173 137 124 626 138 145 459 09:00 09:15 76 69 307 88 73 33 142 121 09:30 68 59 97 44 165 103 09:45 94 50 101 40 195 90 10:00 76 362 60 222 101 460 50 158 177 822 I10 380 86 56 102 36 188 92 '10:15 10:30 98 49 Ila 139 41 31 216 241 90 88 10:45 102 57 11:00 104 443 48 112 144 578 19 75 248 1.021 67 187 11:15 108 28 138 24 246 52 11:30 I15 116 25 11 140 156 15 17 255 272 40 28 11.45 Totals 1,745 4.909 1,921 4.689 3,666 9.598 Split% 47.6 51.1 52A 48.9 Day Totals 6.654 6.610 13.264 Day Splits 50.2 49.8 'Peak Hour 11:00 04:15 11:00 01:00 11:00 04:30 Volume 443 612 578 619 1.021 1,161 Factor 0.95 0.96 0.93 0.86 0.94 0.93 J Transportation Studies, Inc. 1350 Remolds Avenue, Ste,115 Irvine. CA. 92614 Location Segment Client NEWPORT COAST DRIVE NIO COAST HIGHWAY CITY NEWPORT BEA Site: Date: NEWPORT 08/18/03 it Begin AM PM AM PM AM PM 12:00 19 35 123 461 19 45 116 493 38 8o 239 954 12:15 7 114 3 143 10 257 12:30 6 104 17 128 23 232 12:45 3 120 6 106 9 226 01:00 7 19 117 454 7 17 112 468 14 36 229 922 , 01:15 3 110 2 118 5 228 000 5 117 4 122 9 239 - 01:45 4 110 4 116 8 226 02:00 3 15 133 473 2 6 116 465 5 21 249 938 02:15 4 122 2 112 6 234 , 0230 5 90 1 126 6 216 02:45 3 128 1 111 4 239 03:00 1 5 125 529 0 5 120 534 1 10 245 1.063 03:15 2 127 3 122 5 249 , 03:30 0 120 2 144 2 264 03:45 2 157 0 148 2 305 04:00 6 20 106 426 1 7 147 532 7 27 253 958 04:15 2 108 0 122 2 230 ' 04:30 6 94 3 124 9 219 04.45 6 118 3 139 9 257 05:00 12 53 101 451 4 30 164 774 16 83 265 1.225 05:15 7 140 8 174 IS 314 ' 05:30 16 106 11 212 27 318 0545 18 104 7 224 25 328 06:00 26 224 96 374 18 136 186 685 44 360 282 1,059 06:15 50 97 24 172 74 269 ' 06:30 5o 96 35 178 85 274 06.45 98 85 59 149 157 234 07:00 108 539 72 280 60 270 137 464 168 809 209 744 07:15 111 78 74 117 185 195 07:30 128 58 64 120 192 178 ' 07AS 192 72 72 90 264 162 08:00 202 756 78 270 63 309 87 285 265 1.065 165 $55 08:15 190 60 93 88 283 148 08:30 170 64 67 56 237 120 ' 08:45 194 68 86 54 280 122 09:00 160 546 41 175 91 382 39 163 251 928 80 338 09:15 136 46 92 51 228 97 09:30 136 47 91 40 221 87 ' 09:45 120 41 108 33 228 74 10:00 115 466 38 136 104 411 41 120 219 877 79 256 10:15 102 30 Il3 19 215 49 10:30 114 30 96 32 210 62 , WAS 135 38 98 28 233 66 11:00 120 433 24 70 130 502 24 66 250 935 48 136 11:15 104 14 116 17 220 31 11.30 103 22 120 15 223 37 , 11.45 106 10 136 10 242 20 Totals 3.111 4,099 2.120 5.049 5.231 9.148 Solt% 59,5 44.8 40.5 55.2 , Day Totals 7.210 7.169 14.379 Day Splits 50.1 49.9 Peak Hour 08:00 03:00 11:00 05:15 08:00 05:15 ' Volume 7S6 529 502 796 I065 1,242 Factor 0.94 0.84 0.92 0.89 0.94 0.95 1 K5to F Location : NEWPORT COAST DRIVE Segment : N/0 COAST HIGHWAY Client CITY NEWPORT BEA AM PM Transportation Studies, Inc. 1350 Reynolds Avenue. Ste. 115 Irvine. CA. 92614 Site: NEWPORT Date: 08119/03 SB .,UII Vu�Gu AM PM AM PM . ,<VV 12:15 10 .... . 102 -- -- 9 136 19 23 12:30 6 112 7 112 13 224 '12.45 01.00 8 7 18 142 118 449 6 7 26 128 134 477 14 14 13 44 270 252 230 926 4 102 9 128 01:15 01:30 3 1 1 1 6 107 9 218 4 118 4 108 8 4 20 226 247 923 'WAS 02:00 2 7 126 90 439 2 3 13 121 112 484 4 202 02:15 02:30 1 2 109 7 123 9 232 02:45 2 114 118 518 1 3 12 128 130 520 3 8 23 242 248 1.038 '03:00 03:15 5 3 Il 138 3 140 6 278 03:30 2 126 5 116 7 03:45 1 136 1 134 2 242 70 04:00 3 8 114 452 1 6 148 560 4 14 262 1,012 04:15 1 118 0 136 1 252 04:30 0 102 3 134 3 236 04:45 4 61 118 120 447 2 5 32 142 163 776 6 19 93 260 283 1,223 05:15 14 10 97 3 166 13 263 '05:00 05:30 16 114 14 219 30 332 05:45 21 116 10 229 31 345 30 205 88 359 16 108 198 753 46 313 286 1,112 '06:00 06:15 30 88 96 18 30 212 161 48 78 300 257 06:30 06:45 48 97 87 44 182 141 269 07.00 106 528 66 295 70 277 144 461 176 805 210 756 118 86 72 122 190 208 '07:15 07:30 131 77 67 114 198 191 07:45 173 66 68 81 241 147 08:00 I80 721 69 276 72 320 86 302 252 1,041 155 578 165 69 76 79 241 148 '08:15 08:30 190 75 98 76 288 151 0845 186 194 560 63 50 200 74 106 352 61 52 189 260 300 912 124 102 389 09:00 136 64 78 49 214 113 '09:15 09.30 124 43 70 44 194 87 0945 106 43 98 44 204 87 10:00 138 498 42 168 112 433 36 141 250 931 78 309 132 46 102 53 234 99 '10:15 10:30 104 48 108 111 28 24 212 235 76 56 10:45 124 32 27 83 I10 495 28 81 207 932 55 164 11:00 11:15 97 119 437 17 131 22 250 39 11:30 105 116 19 20 134 120 18 13 239 236 37 33 11:45 Totals 3.087 4.154 2.107 5.252 5.194 9.406 - SpItP/a 59.4 44.2 40.6 55.8 Dar Totals 7.241 7.359 14.600 Day Splits 49.6 50.4 'Peak Flour 08:15 03:00 11:00 05:30 08.15 05.30 Volume 735 518 495 957 1.089 1.263 Factor US 0.94 0.92 0.94 0.91 0.92 ' Data File: D0308133 V 1 Transportation Studies, Inc. 1350 Reynolds Avenue. Ste. 115 , twine. CA. 92614 Location : NEWPORT COAST DRIVE Site: NEWPORT Segment : N/O COAST HIGHWAY Date: 0820103 , Client : CITY NEWPORT BEA Interval NB SB Combined Day: Wednesday Beeia AM PM AM PM AM PM 12:00 6 26 110 440 14 38 112 468 20 64 222 908 12:15 10 111 10 114 20 225 12:30 3 109 6 124 9 233 12:45 01:00 7 6 24 110 123 473 8 8 23 118 120 462 IS 14 47 228 243 935 , 01:15 10 128 6 110 16 238 01:30 4 116 3 120 7 236 01:45 4 106 6 Il2 10 218 02:00 1 9 119 477 4 6 106 496 5 15 225 973 02:15 1 130 0 120 1 250 ' 02:30 4 114 2 133 6 247 - 02:45 3 114 0 137 3 251 03:00 2 5 122 487 0 3 112 481 2 8 234 968 03:15 1 118 1 126 2 244 0330 1 109 0 117 1 226 03,45 1 138 2 126 3 264 04:00 6 19 107 470 2 8 140 601 8 27 247 1.071 04:15 1 100 1 149 2 249 Q430 7 118 2 152 9 270 04:45 5 145 3 160 8 305 05:00 6 48 126 487 8 32 174 807 14 80 300 1,294 05:15 16 135 2 204 12 339 ' 05:30 15 114 9 209 24 323 05:45 17 112 13 220 30 332 06:00 25 208 82 372 11 116 178 729 36 324 260 1,101 06:15 33 103 18 195 51 298 ' 06:30 60 100 32 179 92 279 06145 90 87 55 177 145 264 07:00 110 555 75 283 84 299 16B 496 194 854 243 779 07:15 116 80 70 124 186 204 07:30 159 68 81 102 240 b70 07:45 170 60 64 102 234 162 08:00 190 773 58 248 79 337 72 289 269 1,110 130 537 08:15 202 62 78 84 280 146 08:30 183 66 90 69 273 135 , 08:45 198 62 90 64 288 126 09:00 160 571 76 249 110 407 52 206 270 978 128 455 09:15 136 61 101 46 237 107 09:30 143 58 95 59 238 117 09:45 132 54 101 49 233 103 10:00 120 448 56 165 106 411 42 141 226 859 98 306 10:15 109 37 96 44 205 81 10:30 108 42 95 26 203 68 , WAS 111 30 114 29 225 59 11:00 108 437 28 87 100 448 36 90 208 885 64 177 11:15 11) 26 116 22 227 48 1130 106 21 116 15 222 36 , 11.45 1-12 12 116 17 228 29 Totals 3.123 4.238 2.128 5.266 5.251 9.504 Spin". 59.5 44.6 40.5 55.4 Day Totals 7.361 7.394 14.755 Day Splits 49.9 5011 Peak Hour 08:00 04:30 11:00 05:15 08:15 05:00 ' Volume 773 524 448 sit 1.111 1.294 Factor 0.96 0.90 0,97 0.92 0.96 0.95 11 K58 BALBOA BOULEVARD S/O COAST HIGHWAY CITYNEWPORTBEA Transportation Studies, Inc. 1350 Reynolds Avenue. Ste. 115 Irvine. CA. 92614' Site: NEWPORT Date: O8/14/03 NB bit CombinedDay: Thursday AM PM AM PM AM PM 47 202 164 658 49 126 210 890 96 328 374 1.548 48 157 31 244 79 401 55 155 25 228 80 383 52 182 21 208 73 390 20 106 160 688 24 66 222 772 44 172 382 IA60 32 174 16 194 48 368 28 174 12 190 40 364 26 180 14 166 40 346 20 71 170 689 20 51 198 716 40 122 368 IA05 17 162 15 207 32 369 23 178 9 164 32 342 11 179 7 147 18 326 9 38 179 606 6 28 184 734 IS 66 363 1.340 10 191 5 174 15 365 12 180 5 174 17 354 7 56 12 202 19 258 7 33 81 316 2 22 254 949 9 55 335 1.265 9 90 3 252 12 342 5 73 4 206 9 279 12 72 13 237 25 309 21 112 84 513 5 68 245 940 26 I80 329 1.453 28 54 14 283 42 337 28 153 15 189 43 342 35 222 34 223 69 445 57 273 142 586 58 259 211 959 115 532 353 1.545 58 130 38 245 96 375 72 166 67 250 139 416 86 148 96 253 182 401 94 544 173 585 70 404 194 733 164 948 367 1.318 124 148 94 214 218 362 146 118 114 176 260 294 180 146 126 149 306 295 158 655 166 572 141 515 155 562 299 1,170 321 1.134 166 150 130 150 296 300 176 132 110 126 286 258 155 124 134 131 289 255 150 592 130 435 148 520 111 491 298 1.112 241 926 144 94 120 Ill 264 205 140 98 118 148 258 246 158 113 134 121 292 234 108 532 110 352 151 668 106 408 259 1.200 216 760 130 88 146 120 276 208 152 76 197 90 349 166 142 78 174 92 316 170 126 573 64 287 180 747 73 260 306 1.320 137 547 144 79 178 79 322 158 131 82 214 44 345 126 11, Al 175 64 347 126 Split% 51.8 Day Totals Day Splits 'Peak Hour 07:45 Volume 680 Factor 0.94 II 42.8 48.2 572 10.018 11.888 21,906 45.7 54.3 02:45 I1:00 04:30 I1:00 05:45 729 747 971 1.320 1.589 0.95 0.87 0.86 0.95 0.89 K5g Transportation Studies, Inc. 1350 Reynolds Avenue, Ste, 115 , Irvine, CA. 92614 Location : BALBOA BOULEVARD Site: NEWPORT Segment : SIO COAST HIGHWAY Date: 08/1$/03' Client ; CITYNEWPORTBEA Interval NB SB — Combined Day: Friday Begin AM PM AM PM AM PM 12:00 56 184 154 630 46 140 224 912 102 324 378 1;542 12:15 50 155 30 230 80 385 1230 36 146 40 210 76 356 12:45 01:00 42 37 127 175 154 584 24 25 89 248 208 829 66 62 216 423 362 IA13 , 01:15 26 152 18 219 44 371 01:30 34 146 21 190 55 336 WAS 30 132 25 212 55 344 02:00 36 101 128 545 19 58 196 783 55 159 324 1.328 02:15 31 139 16 199 47 338 ' 02:30 14 128 16 199 30 327 02:45 20 ISO 7 '189 27 339 03:00 6 33 134 578 8 37 192 752 14 70 326 1.330 03:15 12 144 8 186 20 330 ' 03:30 9 134 12 166 21 300 03:45 6 166 9 208 IS 374 04:00 12 53 156 568 7 39 196 789 19 92 352 1,357 04:15 10 148 7 179 17 327 ' 04:30 17 136 13 200 30 336 04:45 14 128 12 214 26 342 O5:00 8 80 139 541 8 72 216 945 16 152 355 IA86 05:15 26 I50 13 234 33 384 05:30 26 123 20 23S 46 358 05:45 26 129 31 260 57 389 06:00 37 188 148 658 50 225 257 938 87 413 405 1.596 06:15 55 189 54 246 109 435 ' 06:30 44 168 60 226 104 394 WAS 52 153 61 209 113 362 07:00 86 382 151 621 90 406 198 744 176 788 349 1365 07:15 99 186 102 212 201 398 07:30 95 144 106 182 201 326 ' ' 07:45 102 140 108 152 210 292 08:00 112 478 110 493 124 514 180 608 236 992 290 1.091 08:15 112 137 120 134 232 271 08:30 IIS 123 120 146 238 269 , 08:45 136 113 150 148 286 261 09:OC 100 490 134 416 143 610 I54 526 243 I,IOO 288 942 MIS 133 100 145 138 278 238 09:30 133 92 I58 112 291 204 ' 09:45 124 90 164 122 288 212 10:00 150 547 116 450 167 663 118 433 317 1,210 234 883 ' 10:15 132 126 140 121 272 247 10.30 132 106 168 96 300 202 ' 10:45 133 102 189 98 321 200 11:00 126 $53 92 393 192 842 100 366 318 1395 192 759 11:15 139 82 218 94 357 176 11:30 138 94 192 88 330 182 , IIAS ISO 125 240 84 390 209 Totals 3,216 6.467 - 3.695 8.625 6,911 15.092 Splitlaa 46.5 42.9 53.5 57.1 , DavTotals 9.683 12.320 22.003 Day Splits 44.0 56.0 Peak Hour 11:00 06:15 11:00 05:30 I1:00 05:45 , Volume 5$3 661 842 998 1,395 1.623 Factor 0.92 187 0.88 0.96 0,89 0.93 Ktnb Location BALBOA BOULEVARD S/O COAST HIGHWAY CITY NEWPORT BEA Transportation Studies, Inc. 1350 Reynolds Avenue. Ste. 115 Irvine, CA, 92614 Site: NEWPORT Date: 08/16/03 Interv8l NB stl _ ��•.��..� --• --'-'-- esin AM PM AM PM AM PM 12:00 102 335 Du 542 52 214 220 938 154 549 370 1.480 MIS 69 132 65 234 134 366 12:30 88 130 51 244 139 374 76 130 46 240 122 370 '12:45 01:00 83 284 118 529 44 46 175 238 214 930 127 116 459 356 342 1.459 01:15 70 128 01:30 76 137 42 248 118 385 55 146 43 230 98 376 02:00 68 217 142 560 38 116 252 974 106 333 394 1.534 'WAS 02:15 64 144 42 238 106 382 02:30 50 144 24 238 74 382 02.45 35 130 12 246 47 376 33 108 142 578 20 59 258 966 53 167 400 1,544 '03:00 03:15 25 130 19 264 44 394 03:30 31 146 10 224 41 370 03:45 19 160 10 220 29 380 15 46 158 606 9 39 232 874 24 85 390 1.480 '04:00 MIS 16 160 4 208 20 368 04:30 8 140 12 212 20 352 04:45 7 148 14 222 21 370 12 57 148 630 14 Ill 196 810 26 168 344 1.440 '05:00 05:15 11 136 19 32 206 193 30 46 342 345 05:30 14 152 05.45 20 194 46 215 66 409 31 158 180 730 46 272 203 185 77 430 383 1,51S '06:00 06:15 40 40 204 196 S9 65 174 193 99 105 378 389 06.30 06.45 47 ISO 102 215 149 365 07:00 52 268 160 674 72 340 166 675 124 608 326 1.349 60 172 80 184 140 3S6 '07.15 07:30 59 169 94 173 153 342 07,45 97 173 94 152 191 325 08:00 109 433 156 661 130 515 156 591 239 948 312 1.252 100 194 118 145 218 339 'MIS 08,30 113 181 113 140 226 321 08.45 111 130 154 ISO 265 280 09:00 114 552 159 520 148 638 132 524 262 1,190 291 1.044 , 136 137 152 120 288 257 '09.15 09.30 158 102 154 140 312 242 09.45 144 122 184 132 328 254 10:00 139 597 98 503 194 783 128 470 333 1.380 226 973 184 132 192 113 376 245 '10:15 1030 142 137 136 193 204 126 103 335 336 263 239 10.45 132 11,00 147 545 131 472 212 862 100 364 359 1,407 231 $36 11:15 124 116 225 90 349 206 11:30 130 108 215 94 345 202 11:45 144 117 210 80 354 197 Totals 3.600 7.005 4.124 :901 7.724 15.906 Sohn% 46.6 44.0 53.4 560 'Day Totals 10.605 13.025 23.630 Day Splits 44.9 55.1 'Peak Hour 09:30 05:45 11:00 02:30 11:00 1.407 05:45 1.559 Volume 625 774 862 1.006 Factor 0.85 0.95 0.96 0.95 0.98 0.95 ■ ' Data File: D0308128 Transportation Studies, Inc, 1350 Reynolds Avenue, Ste, 115 Irvine, CA. 92614 Location Segment BALBOA BOULEVARD S/O COAST HIGHWAY Site: Date: NEWPORT 08/17/03 M Begin AM PM AM PM AM PM 12:00 98 338 160 536 56 247 242 1.008 154 585 402 L544 12:15 86 134 77 222 163 356 12:30 74 124 56 258 130 382 12:45 80 118 58 286 138 404 MOD 82 303 144 561, 36 160 239 985 118 463 383 1.546 ' 01:15 75 136 42 231 117 367 01:30 68 151 38 264 106 415 01:45 78 130 44 251 122 381 02:00 68 215 133 604 34 115 252 961 102 330 385 1.565 02:15 56 142 29 224 85 366 ' 02:30 44 154 26 248 70 402 02:45 47 175 26 237 73 412 03:00 32 109 169 692 13 55 248 925 45 164 417 1.617 03:15 26 191 IS 236 41 427 ' 03:30 21 162 12 215 33 377 03:45 30 170 IS 226 45 396 04:00 15 70 176 687 5 38 199 845 20 108 375 1.532 04:15 23 175 12 218 35 393 ' 04.30 16 178 12 214 28 392 04:45 16 158 9 214 25 372 05:00 22 69 195 757 17 98 194 821 39 167 389 1.578 05:15 11 20D 14 227 25 427 ' 05:30 18 160 26 190 44 350 05:45 18 202 41 210 59 412 06:00 20 122 240 872 52 219 186 729 72 341 426 I.601 06:15 34 201 43 188 77 389 06:30 38 202 53 182 91 384 , 06:45 30 229 71 173 101 402 07:00 44 224 176 804 50 308 182 644 94 532 358 IA48 07:15 54 214 76 168 130 382 07:30 50 198 80 I60 130 358 , 07:45 76 216 102 134 17B 350 08:00 84 376 202 746 97 434 134 502 181 810 336 1.248 08.15 79 198 118 122 197 320 08:30 98 188 103 122 201 310 ' O8:45 115 158 116 124 231 282 09:00 112 431 174 552 128 648 24 454 240 1.079 298 1.006 09:15 105 146 162 .12 267 258 09:30 98 112 154 118 252 230 ' 09:45 116 120 204 100 320 220 10:00 130 494 126 422 180 761 74 291 310 1.255 200 713 10:15 126 108 190 76 316 184 10:30 132 92 189 75 321 167 10:45 106 96 202 66 308 162 11:00 142 576 76 290 200 841 52 184 342 IA17 128 474 11:15 142 84 193 50 335 134 11:30 140 70 220 53 360 123 , 11.45 152 60 226 29 38D 89 Totals - 3.327 7.523 3.924 8.349 7.251 15.372 Spin% 45.9 47.4 54.1 52.6 Day Totals 10.850 12.273 23.123 Day Splits 46.9 53.1 Peak Hour 11:00 06:00 11:00 12:45 11:00 0230 ' Volume 576 872 841 1,020 IA17 1,658 Factor 0.95 0.91 0.92 0.89 0.93 0.97 11 Location 'Segment Client Interval AN ,Remo 12;O0 12:15 4 12.30 12:45 ' O1:0000 01.15 01:30 ' 11:41 02:0000 I 02:15 02:30 02;45 03:00 03:1515 1 03:30 03:45 04:00 ' D4:1515 04:30 04:45 05:00 ' OS:15IS 1 05:30 05:45 ' :00 06:1515 06:30 06:45 I 07:00 '0:30 07:3 1( 07:45 08:00 ll '08:30 0630 I: 08:45 1; 09:00 1: 1. '09:3 09:30 I 09:45 P 10:00 11 II '10:15 10;30 1 10:45 I 11:00 1: 11, 1: 1130 1: 11,45 Totals lit% DaTotals Day Splits 'Peak Hour Volume Factor II Transportation Studies, Ina 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Site: NEWPORT 3ALBOABOULEVARD Date: 08/18/03 ;/0 COAST HIGHWAY ;ITY NEWPORT BEA — SB — Combined Day; Monday NB PM AM PM AM PM 9 142 128 518 26 _ 105 178 831 65 247 306 1.349 3 122 27 204 70 326 6 130 28 211 54 341 4 138 24 238 58 376 3 86 143 557 22 76 194 791 45 162 337 1.348 6 144 17 200 43 344 7 120 20 225 37 345 0 ISO 17 172 37 322 2 44 158 624 10 40 186 676 22 84 344 1.300 8 163 14 162 32 325 8 147 12 158 20 305 6 156 4 170 10 326 9 36 160 661 9 22 170 661 18 58 330 1,322 0 162 3 184 13 346 8 161 7 168 IS 329 9 178 3 139 12 317 2 20 180 678 2 25 172 675 4 45 352 1.353 2 166 6 178 8 344 4 174 10 157 14 331 2 158 7 168 19 326 3 103 174 693 9 69 189 844 32 172 363 1,537 8 176 16 201 34 377 0 170 24 200 54 370 2 173 20 254 52 427 0 232 162 672 37 235 243 894 77 467 405 1,566 1 174 50 215 101 389 1 159 46 208 107 367 0 177 102 228 182 405 0 349 181 684 78 376 173 654 148 725 354 1.338 8 169 91 188 169 357 8 170 88 162 196 332 3 164 119 131 212 295 1 463 163 582 133 525 130 446 234 988 293 1.028 4 184 128 128 232 312 2 140 130 98 252 238 6 95 134 90 270 185 6 463 110 419 146 509 99 386 282 972 209 805 1 118 104 101 215 219 0 91 139 86 249 177 6 100 120 100 226 200 4 427 104 308 123 538 80 278 227 965 184 586 0 74 129 76 229 150 1 64 123 52 234 116 2 66 163 70 275 136 2 495 68 228 141 679 38 160 263 1.174 106 388 6 58 168 42 294 100 1 58 180 50 311 108 6 44 190 30 306 74 47.2 47.6 528 52.4 9.484 10.495 19.979 47.5 52.5 08.30 03:45 11:00 05.45 I1:00 05:30 505 698 679 920 1.174 1.591 0.93 0.97 0.89 0.91 0.94 0.93 03 Transportation Studies, Inc. 1350 Remolds Avenue, Ste. 115 Irvine, CA, 92614 Location : BALBOA BOULEVARD Site: NEWPORT Segment : S/O COAST HIGHWAY Date: 08/l9l03 ' Client CITY NEWPORT BEA Interval NB SB Combined Day! Tuesday Begin AM PM AM PM AM PM 12:00 44 154 140 561 29 90 202 794 73 244 342 1355 12:15 38 123 24 180 62 303 12:30 44 154 24 214 68 368 12.45 28 144 13 198 41 342 01:00 22 74 160 616 10 35 190 727 32 109 350 1.343 ' 01:15 20 154 8 178 28 332 01:30 16 137 10 183 26 320 01:45 16 165 7 176 23 341 02:00 15 47 152 599 9 28 204 688 24 75 356 1.287 02:15 12 151 7 168 19 319 ' 02:36 14 158 8 144 22 302 02:45 6 138 4 172 10 310 03:00 7 23 170 741 4 15 164 676 11 38 334 IA17 03:15 7 186 3 168 10 354 03:30 8 192 2 ]so 10 372 03:45 1 193 6 164 7 357 04:00 6 23 170 698 3 22 148 698 9 45 318 1.396 04:15 5 188 4 188 9 376 ' 0430 5 184 9 158 14 342 04:45 7 156 6 204 13 360 05:00 20 109 208 771 5 63 196 854 25 172 404 1,625 05:15 21 191 14 214 35 405 , 05:30 36 186 18 208 54 394 05:45 32 186 26 236 58 422 06:00 50 232 178 671 44 167 216 $44 94 399 394 1.515 06:15 54 169 27 196 81 365 , 06:30 56 170 38 224 94 394 06.45 72 154 58 208 130 362 07:00 100 514 168 674 82 317 208 117 182 $31 376 1.391 07:15 128 159 78 191 206 350 07:30 154 158 72 166 226 324 ' 07:45 132 189 85 152 217 341 08:00 128 560 148 628 124 409 137 515 252 969 285 L143 08:15 130 156 96 121 226 277 08:30 148 166 100 133 248 299 ' 08:45 154 158 89 124 243 282 09:00 156 498 164 503 115 407 128 462 271 903 292 965 09:15 122 116 86 120 208 236 09.30 108 104 88 106 196 210 , 09:45 112 119 118 108 230 227 10:00 134 529 101 394 131 561 110 327 265 1.090 211 721 10:15 135 94 130 83 265 177 10.30 120 110 128 72 248 182 ' 10,45 140 89 172 62 312 151 11:00 122 516 90 263 169 740 52 177 291 1.256 142 440 11:15 134 73 166 57 300 130 11:30 122 60 207 45 329 105 , 11 45 138 40 198 23 336 63 Totals 3.279 7.119 2.854 7.479 6,133 14.598 Split°/a 53.5 4$.8 46.5 51.2 Day Totals 10.398 10.333 20,731 , Day Splits 50.2 49.8 Peak Hour 08:15 05:00 11:00 05:15 I1:00 05:00 ' Volume 588 771 740 874 1,256 1.625 Factor 094 0.93 0.89 0.93 093 0.96 i 1 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 BALBOA BOULEVARD S/O COAST HIGHWAY CITY NEWPORT BEA Site: NEWPORT Date: 08/20/03 Interval Begin AM Nd PM AM* PM AM PM 12:00 67 179 154 633 22 94 184 769 89 273 338 1.402 12:15 42 151 30 188 72 339 12:30 42 156 20 202 62 358 12:45 28 110 172 160 646 22 22 62 195 199 794 50 57 172 367 359 1.440 01:00 01:15 35 22 144 18 208 40 352 01:30 27 186 17 206 44 392 01:45 26 156 158 654 5 6 26 181 206 690 31 22 87 337 364 1.344 ,02:00 16 61 8 175 30 357 02:15 22 182 3 163 16 327 02:30 02:45 13 10 164 150 9 146 19 296 03:00 4 32 176 707 5 17 172 688 9 49 348 1,395 03:15 10 172 6 158 16 330 03:30 10 186 3 191 13 377 03:45 8 173 3 167 11 340 04:00 6 37 209 769 5 27 171 714 11 64 380 IA83 04:15 11 184 7 158 18 342 04:30 9 206 10 180 19 386 04:45 11 170 5 205 16 375 05:00 18 106 182 722 11 58 202 812 29 164 384 1,534 05:15 20 178 14 206 34 384 05.30 36 174 17 192 53 366 05:45 32 188 16 212 48 400 06:00 42 256 172 684 40 195 226 831 82 451 398 1,515 06.15 62 158 37 198 99 356 06:30 62 I80 54 200 116 380 06:45 90 174 64 207 154 381 07:00 98 523 176 675 76 364 187 635 174 887 363 1.310 07:15 124 149 80 158 204 307 07:30 134 164 92 162 226 326 07:45 167 186 116 128 283 314 08:00 142 593 142 497 111 442 122 568 253 1.035 264 1,065 08:15 150 149 96 152 246 301 08:30 138 140 113 132 251 272 08:45 163 66 122 162 285 228 09:00 129 515 3 115 116 444 150 557 245 959 153 672 09:15 128 0 112 154 240 154 09:30 142 14 102 149 244 163 09:45 116 98 114 104 230 202 10:00 134 504 96 363 117 548 86 307 251 1.052 182 670 10:15 133 90 126 82 259 172 10:30 112 101 144 78 256 179 10:45 125 76 161 61 286 137 11:00 120 497 71 268 144 725 57 187 264 1,222 128 455 11:15 118 56 183 50 301 106 11:30 126 67 208 44 334 111 1145 133 74 190 36 323 110 Totals 3,413 6.733 3.002 7.552 6.415 14.285 Solit% 53.2 47.1 46.8 52.9 DavTotals 10,146 10,554 20.700 DavSolits 49.0 51.0 Peal: Hour 07.45 03:45 11:00 05:15 11:00 05:15 Volume 397 772 725 836 1.222 1,548 Factor 0.89 0.92 0.87 0.92 0.91 0.97 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste.115 Irvine, CA. 92614 Location : COAST HIGHWAY Segment : E/O DOVER DRIVE Client : CITYNEWPORTBEA Site: NEWPOIJ Daze: 08114/ Interval Begin AM- EB PM- EB Day: Thursdj 12:00 80 241 618 2.512 12:15 50 656 ' 12:30 75 606 12:45 36 632 1:00 38 136 635 2.489 1:15 50 638 , 1:30 24 588 1:45 24 628 2:00 30 85 635 2.522 2:1$ 28 652 2:30 17 619 ' 2,43 10 616 3;00 12 40 624 2.380 3:15 11 526 3:30 7 594 ' 3:45 10 636 4:00 17 81 542 2.251 4:15 13 $29 4:30 21 517 ' 4.45 30 663 5:00 36 257 667 2.728 5: 54 6 5:30 30 58 60606 , 5:45 109 709 6:00 130 839 610 2.173 6:15 6:30 158 209 560 503 , 6:45 342 500 7:00 421 2.219 479 1.831 7:15 469 532 7:30 602 424 7:45 727 396 ' 8:00 696 2.700 446 1.522 8:15 660 394 8.30 652 352 8:45 692 330 ' 9:00 641 2.384 314 1.186 9:15 565 318 9:30 554 308 9:45 624 246 ' 10:00 514 2.160 261 896 10:15 539 214 10.30 549 222 10:45 558 199 ' 11:00 558 2375 170 545 11:15 565 154 11i30 601 116 I1:45 651 105 Totals 13.517 23,035 Peak Hour 7:45 5:00 ' Volume 2.735 2,728 Factor 0.94 0191 DayTotal 36,552 KULP Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA, 92614 Location : COAST HIGHWAY Site: NEWPORT 'Segment :E/ODOVERDRIVE Daze: 08/14/03 Client : CITY NEWPORT BEA Interval Day: Thursday Begin AM- WE PM- WB 12:00 92 320 2.299 ' 12:15 80 597 570 12:30 72 571 12:45 1:00 76 44 150 568 2.256 1:15 44 542 1.30 28 560 1:45 34 74 586 502 2.255 2:00 2:15 26 18 595 589 2:30 18 569 2:45 12 9 43 581 2,462 3:00 '3:15 14 9 631 632 3:30 3:45 11 6 52 618 680 2,703 4:00 4: 9 6 94 4:30 30 16 68383 4'45 21 25 172 646 548 2.352 5:00 519 5:15 31 ' 504 '$ 30 46 782 5.45 6.00 70 96 554 886 2,906 6:15 125 806 712 '6:30 132 502 6.45 7:00 201 238 1.099 444 1.778 7:15 7.30 246 291 ,� 466 436 432 7:45 8:00 324 372 1.659 424 1.550 6.15 374 400 '8:30 420 493 352 374 8:45 9.00 481 1.878 346 1,349 9.15 462 366 930 41 339 ' 9•45 518 298 298 320 1.123 10.00 490 1,920 10:15 486 297 10:30 446 248 258 10:45 11:00 498 500 2.124 211 673 11:15 541 188 11:30 '11:45 554 529 160 114 Totals 10.045 23.706 ' Peak Hour 11.00 5:45 41) VJ Volume 2,124 3,186 " Factor 0.96 0.9 ' DayTotal 33,751 \/ 1 U1 Transportation Studies, Inc. 1350 Remolds Avenue, Ste. 115 Irvine, CA. 92614 L�J Location : COAST HIGHWAY Segment ; E1O DOVER DRIVE Client : CITY NEWPORT BEA Site: NEWPO0I Date: I'll Interval Day: Begin AM- EB PM- EB 12:00 91 308 635 2.427 12:15 84 602 ' 12:30 68 588 12:45 65 602 1:00 60 198 646 2,542 1:15 46 658 ' 1.30 51 614 1:45 41 624 2:00 38 99 662 2.547 2:15 18 603 2:30 22 634 . 2:45 21 648 3:00 16 52 642 2.518 3:15 11 603 3:36 12 647 , 145 13 626 4:00 17 81 642 2,710 4:15 12 688 4:30 20 706 ' 4.45 32 674 5:00 29 217 660 2.667 5:15 54 703 5:30 50 636—-'- 5:45 84 668 6:00 116 914 560 2.310 6:15 16 $76 6:30 261 $60 ' 6.45 370 614 7:00 416 2.130 576 2.074 7:15 450 $36 7:30 522 506 ' 7:45 742 456 8:00 634 2.582 411 1.533 8:15 620 420 830 635 338 8:45 693 364 9:00 622 2.366 335 t.289 9:15 568 328 9:30 576 296 9:45 600 330 ' 10:00 548 2.210 284 1.132 1015 551 340 10.30 522 264 10:45 589 244 ' 11:00 606 2.383 212 767 11:15 581 222 11:30 578 177 Totals 13.540 24,516 Peak Hour 7:45 4:30 ' Volume 2.631 2.743 Factor 0.89 0.97 ' DayTotal 38,056 ' Data File: D0309125EB K _9 ' Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Location : COAST HIGHWAY Site: NEWPORT ' Segment : E/O DOVER DRIVE Date: 08/15/03 Client : CITY NEWPORT BEA ' Interval Day: Friday Begin AM- WB PM- WB 12:00 96 331 558 2.344 12:15 97 590 12.30 68 634 12.45 70 74 184 562 598 2.374 1:00 1:15 44 592 1:30 30 610 1:45 36 34 lIl 574 550 2.294 2:00 '2:15 33 640 540 2:30 26 2:45 I8 14 44 564 598 2.510 3:00 3:15 8 6 52 3:30 12 69191 3:45 10 10 59 569 589 2,435 4:00 4:0 16 594 4:30 13 632 632 4:45 20 17 142 620 682 2,709 5100 749 5:15 27 666 30 41 612 545 6.00 57 64 501 599 2.192 6:15 110 527 550 6:30 148 6.45 7:00 179 208 1.032 516 472 L795 7:11 234 452 7:30 278 312 457 414 7:45 8:00 344 1.614 403 1.540 1:15 394 379 8:30 8.45 430 446 388 370 361 1.478 9:00 458 1.800 9.15 436 380 9'30 414 374 9:45 10:00 492 458 1,864 363 360 1,371 10:15 486 378 10:30 448 354 279 1045 11:00 472 318 2.192 280 918 11:15 508 254 11:30 542 198 11.45 624 186 Totals 9.874 23,960 Peak Hour 11:00 4:45 Volume 2.192 2.717 Factor 0.88 0.91 DayTotal 33.834 I Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 L Location : COAST HIGHWAY Segment : E/O DOVER DRIVE Client : CITY NEWPORT BEA Site: NEWPOP� Date: 08116/ Interval Day: Begin AM- EB PM- EB 12:00 148 475 587 2.418 12:15 134 590 12:30 112 613 12:45 81 628 1:00 90 325 585 2,408 1:15 78 597 ' 1:30 79 616 1,45 78 610 2:00 58 185 579 2.373 2:15 54 576 2:30 33 600 2:45 40 618 3.00 26 92 564 2.276 1:15 20 550 3:30 20 574 3:45 26 588 4:00 11 81 612 2,432 4: 19 618 4:30 30 21 60606 4:45 30 596 5:00 26 168 592 2.234 5:15 39 541 5:45 67 585 6:00 64 453 502 2.122 6: 94 5 6:30 30 179 562 6:45 176 $37 7:00 192 1,028 537 1.989 7:15 231 516 730 270 496 7:45 335 440 8:00 339 1,493 391 1.512 8:15 320 372 8:30 393 386 8:45 442 363 9:00 437 1,972 310 1.229 9:15 479 315 9:30 500 294 9:45 556 310 10:00 518 2.156 286 1,182 10:15 539 304 10:30 554 334 10:45 545 258 11:00 577 2.388 244 836 11:15 617 238 11:30 588 198 11*45 606 156 10.816 23,011 Peak Hour 11:00 4:00 Volume 2388 2.432 Factor 0.97 0.98 DayTotal 33,827 I K7o I Location : COAST HIGHWAY Segment : E/O DOVER DRIVE Client : CITY NEWPORT BEA I; 5MMj 170 190 138 130 110 80 87 54 52 61 40 28 24 24 is 9 20 8 10 14 17 34 32 36 46 70 84 114 134 144 206 211 214 272 294 350 364 354 394 488 464 442 436 472 513 512 492 497 8,950 11:00 2.014 0.98 29.753 331 181 72 52 119 314 695 1.130 1.600 1,814 2.014 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 PM- WB 512 484 504 516 506 432 458 468 450 494 448 458 474 498 482 525 449 508 450 498 454 533 483 476 440 462 434 435 438 497 464 481 442 444 390 396 358 342 344 386 347 326 388 324 302 308 263 232 20.803 12:00 2,016 0.98 1,864 1.850 1.979 1.905 1.946 1.771 1,880 1.672 I A30 1385 1.105 Site: NEWPORT Daze: 08/16/03 Day: Saturday D0308125WB K-i I Transportation Studies, Inc. 1350 Reynolds Avenue, Ste.115 ,Irvine, CA. 92614 I Location : COAST HIGHWAY Segment : E/O DOVER DRIVE Client : CITY NEWPORT BEA Site: NEWP01 Date: 08/17/ Interval Day: Begin AM- EB PM- EB 12:00 149 480 578 2229 12:15 125 534 12:30 117 559 12:45 89 558 1:00 94 379 576 2,190 1:15 110 562, 1:30 84 532 1:45 91 520 2:00 63 197 562 2.190 2:15 50 520 2:30 39 552 2:45 45 556 3:00 35 109 559 2.276 3: 23 581 3:30 30 31 55454 3.45 20 582 4:00 17 76 537 2.206 4:15 22 561 4:30 16 572 4.45 21 536 5:00 18 132 522 2.002 5:15 6 2 501 —5:15 — - — 51 5:45 48 469 6:00 46 330 462 1.894 645 74 480 6:30 82 47474 6:45 129 478 7:00 106 603 426 1.494 7:15 124 378 7:30 161 352 7:45 212 338 ` 8:00 237 999 339 1.236 - 8:15 236 330 8:30 234 296 8:45 292 271 9:00 290 1.438 277 1,072 9:15 354 256 9:30 352 271 11 9.45 442 268 10:00 426 1,924 214 656 10:15 502 186 10.30 492 142 10A5 504 114 11:00 478 2.151 96 347 11:15 542 90 11:30 566 98 t t •a; 565 63 Totals 8.818 19,792 Peak Hour 11:00 3:00 Volume 2.151 2.276 Factor 0.95 0.98 DayTotal 28,610 * Data File: D0308125EB (,.1 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Location : COAST HIGHWAY Site: NEWPORT Segment : E/O DOVER DRIVE Date: 08/17/03 Client : CITY NEWPORT BEA Interval Day: Sunday Begin AM - WB PM- WB 12:00 203 646 435 1.668 12:15 176 382 12:30 144 427 12:45 123 424 476 1.781 1:00 108 405 432 1:15 105 437 1*30 102 436 1:45 2:00 90 87 233 446 1.766 2:15 62 446 2:30 50 440 2:45 3.00 34 29 110 434 472 1.777 3:15 30 462 3,30 27 411 3:45 24 22 71 432 510 1.960 4:00 i 4:15 17 452 4.30 14 478 4'45 1 18 17 87 520 513 1.895 5:00 5:15 17 468 5:30 20 444 5:45 33 470 6:00 40 249 432 1.814 6:15 54 460 6 30 62 456 6:45 93 93 481 466 360 1,611 7:00 7:15 l08 444 7:30 119 161 399 408 7.45 8:00 182 868 388 1,460 1:15 239 366 8 8:45 :45 211 236 38 348 9:00 280 1,222 272 1,137 9:15 272 292 9:30 3 28 9:45 10,00 326 26 423 1,581 285 242 944 1015 405 263 1030 353 239 1 10:45 400 200 11:00 380 1.729 149 509 11:15 454 150 11:31 453 112 11:45 442 98 Totals 7.682 18.322 Peak Hour 11:00 4:30 Volume 1,729 1.979 Factor 0 95 0.95 i DayTota1 26,004 Data File: D0309125WB K#15 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Location : COAST HIGHWAY Segment : E/O DOVER DRIVE Client : CITY NEWPORT BEA I Site: NEWPO Date: 08118/ Day: Mond, Interval Begin AM- EB PM- EB 12:00 40 174 634 2.446 12:15 56 5B6 12:30 46 594 12:45 32 632 1:00 36 116 594 2.394 1:15 23 59B 1:30 28 588 1:45 2:00 23 17 52 614 511 2.221 2:15 12 576 'ur 2:30 13 572 _ 2:45 10 $62 3:00 5 46 $71 2282 3,15 15 542 3.30 14 582 3:45 12 587 4:00 19 73 583 2.360 4.15 12 588 4.30 is 552 4'45 27 637 5:00 48 262 608 2.376 5:15 40 584 5.30 62 1 5:45 112 $88 6:00 123 833 531 2.089 6:15 6 582 6:30 216 21 5I8 6:45 346 458 7:00 398 2,082 460 1.610 7:15 456 413 7:30 548 364 7.45 680 373 8:00 648 2.484 367 1.204 8:15 634 307 8:30 554 276 276 8,45 644 254 9100 679 2.321 256 931 995 539 241 9:30 531 208 9:45 572 226 10A0 508 2.102 178 626 10:15 513 163 10:30 566 164 +� 10:45 515 121 11:00 527 2,041 100 338 11:15 290 86 11:30 600 82 11.45 624 70 Totals 12,580 — 20.877 1� Peak Hour 7:45 I2:00 Volume Z520 2,446 Factor 0.93 096 DayTotal 33,457 "-Data F11C : D0308125EB K—\`' Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Location : COAST HIGHWAY Site: NEWPORT Segment : E/O DOVER DRIVE Daze: 08/18/03 Client : CITY NEWPORT BEA Interval Day: Monday Begin AM- WB PM- WB 12:00 85 245 547 2,184 12:15 62 586 12.30 56 519 12:45 42 36 124 532 504 2,012 1:00 526 1:15 32 454 1:30 23 1:45 2:00 33 16 54 528 498 1002 2.15 16 14 466 532 532 2:30 2:45 8 506 ' 3:00 15 41 564 2,286 3. 330 7 9 5 44 55656 3:45 10 622 4:00 11 57 586 2.390 4:15 8 620 4:30 20 610 4'45 18 574 5:00 24 168 702 2.808 5 15 34 741 5:30 40 692 15:45 70 673 6:00 86 554 592 2.149 6:15 112 558 6:30 152 535 6.45 7.00 204 222 1,087 464 470 1.626 7:15 244 408 7.30 7:45 292 329 382 366 8:00 360 1.619 369 1.340 8:15 377 378 8: 8:45 45 4 454 54 309 284 284 9:00 440 1,700 316 1.103 9:15 385 298 432 259 1�9:30 9A5 443 230 10:00 446 1,7.79 234 861 10:15 433 227 10:30 426 208 10:45 474 192 11:00 448 1,919 148 447 11:15 484 112 11:30 11:45 497 490 111 76 Totals 9.347 21.208 Peak Hour 11:00 5:00 Volume 1.919 2,808 Factor 0.97 0.95 DayTotal 30,555 1 IData File: D0308125WB 1/ -15 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste,'I IS Irvine, CA. 92614 Location : COAST HIGHWAY Segment : E/O DOVER DRIVE Client : CITY NEWPORT BEA Site: NEWPOF Date: 08/19/ Interval Day: Tuesd Begin AM- EB PM- EB 12:00 60 166 557 2.315 12:15 42 566 12:30 38 568 12"45 26 624 r 1:00 25 102 582 2.358 1:15 37 596 1:30 25 594 1:45 Is 586 2:00 20 74 555 2.254 2:15 21 572 230 19 564 2:45 14 563 3:00 7 39 522 2,249 3:15 14 589 330 8 530 3:45 10 668 ` 4:00 20 74 592 2,396 4:15 13 576 4:30 8 616 4:45 33 612 5:00 32 241 629 2.662 5:15 43 672 5:30 62 680 5:45 104 682 6:00 138 784 576 2.234 6:15 123 576 6.30 189 552 6:45 334 530 7:00 413 2,093 472 1.763 7: 448 7:30 30 569 569 418 7:45 666 425 8:00 651 2.646 355 1.356 8:15 630 365 8:30 665 326 8'45 700 310 9:00 602 2.222 304 1,042 9: 552 266 9:30 30 506 24848 9:45 562 224 10:00 494 1.977 239 764 10:15 475 200 10:30 482 164 10:45 526 161 11:00 560 2.208 134 411 11:15 $to 96 11.30 566 104 1145 572 77 Peak Hour 8:00 5:00 Volume 2.646 2.662 Factor 0.95 0.98 DavTotal 34.430 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste.115 Irvine, CA. 92614 Location : COAST HIGHWAY Site: NEWPORT Segment :E/ODOVERDRIVE Date: 08/19/03 Client : CITY NEWPORT BEA Interval Day: Tuesday Begin AM- WB PM- WB 74 232 542 2.103 �12:00 J12115 68 554 12:30 59 527 12:45 31 31 102 480 486 1.944 1:00 452 1:15 30 486 1:30 23 1.45 18 14 fit 520 531 2.071 2:00 17 526 2 15 2.30 16 490 490 245 14 11 38 524 574 2.256 3:00 3:15 7 5 50 3:30 6 54242 3:45 14 12 48 590 594 2,556 4:00 4:15 4:30 11 12 76 594 594 4.45 5:00 13 25 174 692 653 2.973 r15 38 791 5:30 45 783 5:45 66 746 6.00 88 497 726 2.432 6:15 107 638 6:30 124 548 6:45 178 520 7.00 217 1.072 492 084 7:15 7:30 257 284 490 442 360 7:45 8:00 314 372 1.598 378 L458 8:11 376 382 8:30 8.45 398 452 348 350 9:00 448 L782 288 1,171 9:15 446 343 9:30 430 264 9.45 458 276 221 938 10:00 456 1,835 10:15 440 259 10:30 468 244 10.45 471 214 174 546 11:00 458 1.870 11:15 468 156 11:30 456 116 100 �11:45 488 9.309 22.232 Peak Hour 11.00 5:15 mp Volume 1.870 3,046 Factor 0.96 0.96 xajM\ DayTotal 31.541 IData File: D0308125WB K-Il Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA, 92614 Location : COAST HIGHWAY Segment : E/O DOVER DRIVE Client :CITY NEWPORTBEA 11 Site: NEWPO Date: 08/20/ Interval Day: Wednesd# Begin AM- EB PM- EB 12:00 66 209 579 2.350 12:15 58 577 12:30 46 $62 _ 12:45 39 632 1:00 25 86 606 2.327 1.15 19 584 1:30 20 534 1:45 22 603 2:00 22 64 597 2,284 2:15 15 $48 2:30 13 546 2:45 14 593 3:00 9 40 586 2.250 3:15 13 544 3:30 13 558 3:45 5 562 4:00 6 67 576 2.368 4:15 20 577 4:30 13 598 4'45 28 617 5:00 27 219 644 2,520 5:15 48 641 5,30 58 627 5:45 86 608 6:00 134 888 575 2.111 6:15 166 576 6:3030 220 476 6:45 366 492 7:00 441 2,150 483 1.809 7:15 466 454 7:30 572 416 7:45 671 456 8:00 698 1651 385 1.340 8:15 641 371 8:30 664 301 8-45 648 283 9:00 632 2.265 304 1.058 9:15 560 262 9:30 $23 256 9.45 550 236 10.00 539 2,086 230 735 10:15 486 199 10:30 525 182, 10:45 536 124 11.00 532 2,154 120 382 11:15 542 90 11:30 550 84 11:45 536 88 12.879 21,534 7:45 4:45 2.674 2.529 0.96 098 34.413 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 'Location : COAST HIGHWAY Segment : E/O DOVER DRIVE Client : CITY NEWPORT BEA Interval Site: NEWPORT Date: 08/20/03 Day: Wednesday Begin AM- WB PM- WB 12:00 80 266 535 2,131 12:15 78 536 12:30 56 534 12.45 1:00 52 52 143 526 478 2,010 1:15 42 502 1:30 28 504 1:45 21 526 2,00 22 64 503 2.029 2:15 2:30 14 14 491 500 2:45 14 535 3:00 14 52 500 2.284 3:15 11 620 3:30 12 586 3:45 15 578 4:00 16 51 566 2,535 4:15 7 647 4:30 13 635 4.45 15 687 5.00 26 159 716 3,176 5*15 37 836 5:30 38 826 5:45 58 799 6:00 84 533 762 2.510 6:15 110 698 533 6:30 161 6:45 178 517 7:00 216 1,066 478 1,745 7:11 248 466 7:30 270 332 414 387 - 7:45 8:00 356 1.599 404 1.398 1,15 411 350 8: 8:45 45 4 43535 296 348 9:00 424 1,730 296 1.218 9:15 446 348 9:30,,,. 390 290 9'45 470 V 284 10.00 430 1,741 269 940 10:15 414 233 10:30 426 230 10:45 471 208 11:00 417 1,951 182 603 11:15 454 165 11.30 554 149 Of, 107 9.355 22,579 Peak Hour 11:00 5:15 Volume 1,951 3.222 Factor 0.88 0.96 M s DayTotal 31,93440 " T� 3�.T 7- m n 0g Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Location : COAST HIGHWAY Segment : E/O NEWPORT COAST DRIVE Client : CITY NEWPORT BEA I Site: NEWPO Daze: 08/14/f1 Interval Begin AM- EB PM- EB Day: Thursd Moo 42 151 313 1.291 12:15 42 326 12:30 46 348 12:45 21 304 1:00 27 89 312 1.323 1:15 24 328 � 1:30 21 334 1:45 17 349 2:00 18 36 312 1.316 2 15 6 330 2:30 5 340 2.45 7 334 3:00 13 41 358 1.523 3:15 11 357 3:30 5 398 3:45 12 410 4:00 8 50 357 1,557 4:15 12 391 4:30 13 394 4AS 0 415 Soo 11 84 432 1.838 5:15 21 446 5:30 20 475 5:45 32 485 6:00 58 428 483 1.800 6.30 80 488 630 124 507 507 6'45 166 322 7:00 192 $96 354 1.335 7:15 214 355 7:30 250 306 7:45 240 320 8100 220 965 268 994 �- 8:15 8:30 251 230 278 234 8.45 264 204 9:00 212 1.008 200 901 9:15 244 248 9:30 272 240 9.45 280 213 10:00 264 1,049 152 598 10:15 247 182 10: 2 146 ]0:45 45 272 72 11818 11:00 278 1,178 104 352 11.15 306 91 11:30 284 82 11:45 310 75 Totals 5.975 14.818 Peak Hour 11:00 5:45 Volume 1.178 1,963 Factor 0.95 0.97 DayTotal 20.793 K190 Location Segment Client Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. I IS Irvine, CA. 92614 COAST HIGHWAY Site: NEWPORT E/O NEWPORT COAST DRIVE Date: 08/14/03 CITY NEWPORT BEA 60 46 40 PM- WB 320 319 353 314 Day: Thursday 12:45 1:00 34 21 89 270 1,180 1:15 19 296 1:30 23 312 1:45 26 53 302 320 1.342 2:00 20 306 2:15 11 366 2:30 16 350 2.45 3:00 6 13 37 316 1.381 3:I5 9 5 346 317 3:30 402 3:45 10 8 57 329 1,412 00 4: 4:30 30 7 8 3 32727 jl 4:45 34 34 247 400 379 L411 5.00 15 56 360 5:30 68 365 5:45 6:00 89 125 733 307 306 1.195 6:15 152 306 6.30 188 303 645 268 280 206 933 7:00 296 1.411 7:15 7.30 315 378 243 260 244 7:45 8:00 422 426 1.654 200 780 8:15 370 220 212 8:30 454 148 8.45 9.00 404 414 1.475 168 627 9:15 369 160 9.30 369 143 9.45 1 10.00 323 334 1.262 156 154 702 10.15 318 168 10.30 296 181 WAS 10.45 316 199 129 395 11,00 304 1,242 108 11.15 308 90 11:30 310 68 11:45 320 Totals 8.440 12.694 Peak Hour 7:45 4:45 Volume 1,672 1.504 Factor 0.92 0.94 DayTotal 21,124 Data File: D0308126WB V O' Transportation Studies, Inc. 1350 Reynolds Avenue, Ste.115 Irvine, CA. 92614 Locadon : COAST HIGHWAY Segment : E/O NEWPORT COAST DRIVE Client : CITY NEWPORT BEA Interval Begin AM- EB 12:00 55 177 12:15 48 I2:30 37 12:45 37 1:00 29 104 1:15 32 1:30 21 1.45 22 2:00 Is 61 2:15 Is 2:30 16 2*45 12 3:00 14 41 3:15 10 3:30 10 3:45 7 4:00 3 44 4:15 16 4:30 9 4:45 16 5:00 8 75 5:15 l8 5.30 22 5:43 27 6:00 42 453 6:15 70 6:30 133 6:45 208 7:00 164 926 7:15 231 7:30 243 7:45 288 8100 220 1,019 8:15 278 8:30 250 8:45 271 9:00 286 1,097 9:15 232 9:30 301 9:45 278 10:00 288 1.112 10:15 246 10:30 279 10:45 299 11:00 310 1.306 11:15 322 11:30 308 Totals 6.415 Peak Bout 11:00 Volume 1,306 Factor 0.89 DayTotal 22.269 PM- EB 328 368 328 354 349 376 336 370 357 365 373 376 375 390 418 383 450 424 421 442 466 457 492 481 467 470 426 392 364 338 315 318 253 261 250 232 220 204 240 240 222 218 226 185 154 140 130 110 15,854 5:30 1.910 0.97 1A31 1.471 1,566 1.737 1:896 1.755 1.335 996 904 851 534 Site: NEWPOR Date: 08/15/ Day: D0308126EB ✓ p Transportation Studies, Ine. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Location : COAST HIGHWAY Site: NEWPORT Segment : E/O NEWPORT COAST DRIVE Date: 08/15/03 Client : CITY NEWPORT BEA Interval Day: Friday Begin AM- WB PM- WB 12:00 12:15 63 46 191 352 320 1,328 12:30 40 308 12:45 1:00 42 28 117 348 367 1,321 1:15 28 284 1:30 27 329 1:45 34 341 2:00 22 77 321 1.385 2:15 22 356 2:30 18 370 2:45 is 338 3:00 11 26 366 1.533 3:15 7 412 ,.. 3:30 4 343 3.45 4 412 4:01 4 62 376 1.538 4.30 15 4.30 11374 374 4:45 32 368 5:00 32 211 296 1,431 S.15 38 398 530 59 401 5:45 82 336 6.00 109 675 310 1.284 6:15 144 352 6:30 184 332 6:45 238 290 7.00 276 1.338 307 1,026 7:11 282 233 '7:30 344 436 238 248 T45 8:00 438 1.704 231 889 1:11 411 238 8:30 8.45 430 417 205 215 900 380 1,436 179 764 9:15 330 198 9: 362 205 9:45 45 364 182 182 10:00 306 1,301 201 807 10:15 306 190 10:30 328 200 10.45 361 216 11:00 355 1,385 236 682 11:15 324 188 11.30 340 126 132 11:45 366 Totals 8.523 13.988 Peak Hour 7:45 3:45 - Volume 1.723 1.582 Factor 1,98 0•94 DayTotal 22,511 11 IData tale D0308126WB K? 3 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste, I IS Irvine, CA. 92614 Location : COAST HIGHWAY Segment : E/O NEWPORT COAST DRIVE Client : CITY NEWPORT BEA I' Site: NEWPOII, Date: 08/16/qx Day: Saturds Interval Begin AM- EB PM- EB 12:00 88 286 375 1.527 12:15 82 416 12:30 56 358 12:45 60 378 1:00 48 191 409 1,565 1:15 54 394 1:30 54 378 1:45 35 384 2:00 20 98 382 1.574 2:15 32 400 2:30 16 415 2:45 30 377 3:00 12 60 412 1.522 3:15 19 336 3:30 18 428 3:45 11 346 4:00 5 47 390 1.492 4:15 12 368 4:30 6 384 4:45 24 350 5.00 Is 103 346 1.465 5:30 18 394 5:30 26 364 5.45 44 361 6:00 6:13 48 86 388 346 339 1A40 ,r 6.30 134 37575 6:45 120 380 7:00 135 740 319 1.265 7:15 171 336 7:30 178 346 7:45 256 266 8:00 228 879 286 988 8: 261 8:30 30 191 19l 23535 8:45 236 206 9:00 232 1,081 212 810 -- 915 252 186 9.30 28585 222 9.45 312 190 10:00 306 1.256 199 740 10.15 310 172 10.30 303 195 10:45 337 174 11:00 352 1.462 166 574 11:15 344 I58 11:30 396 134 11.45 370 116 Totals 6.591 14.962 Peak Hour 11:00 2:15 t Volume 1.462 1604 Factor 0.92 0.97 DayTotal 21.553 Data File: D0308126EB K?' Ll Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Location : COAST HIGHWAY Site: NEWPORT Segment : E/O NEWPORT COAST DRIVE Date: 08/16/03 Client : CITY NEWPORT BEA Day: Saturday �FaCFi 1:00 1:15 1.30 1:45 2.00 2:15 2:30 245 3:00 3:15 3:30 3:45 4:00 4:15 4:30 4.45 5:00 5.15 530 5:45 6:00 i 6.15 �630 6'45 7:00 7,15 7, 745 8:00 8:15 8:30 8:45 9:00 9.15 9.30 9 45 10:00 10:15 10:30 10:45 11:0000 11:15 11:30 :45 11 tTota Peak Hour Volume fDacto, ayTotal I lUMVIF: 108 100 107 72 69 68 49 58 36 32 26 17 20 is 10 8 I1 9 9 16 15 21 40 26 38 44 78 98 80 132 142 185 211 243 292 327 312 326 380 296 318 324 346 300 318 293 356 315 6.696 8:45 L345 0.88 21,597 244 ill 53 45 102 258 539 1,073 1.314 1.288 1.282 320 316 322 367 311 354 306 291 372 340 319 354 324 384 340 362 386 344 406 418 392 397 356 364 350 366 307 322 296 286 295 320 275 298 308 271 228 208 234 240 234 233 268 286 252 226 162 191 14,901 4:30 1,613 0.96 1.262 1.385 1.410 1,554 1,509 1.345 1.197 1,152 910 1,021 831 ' Data File: D0308126WB 0 Transportation Studies, Inc. 1350 Reynolds Ayenue, Ste. 115 Irvine, CA. 92614 Location : COAST HIGHWAY Segment : E/O NEWPORT COAST DRIVE Client : CITY NEWPORT BEA I. Site: NEWPORI Date: OSl,17/ Day: Sundt interval Begin AM- EB PM- EB 12:00 101 335 402 1.562 ' 12:15 92 371 12:30 82 387 - 12:45 60 402 1:00 56 191 404 1.689 1:15 41 451 1:30 50 420 1:45 44 414 2:00 25 98 360 1.600 2:15 36 433 230 19 411 2.45 18 396 3.00 15 68 412 1.597 3:15 19 392 3:30 23 401 3:45 11 392 4:00 10 45 390 1,439 4:15 17 312 4:30 8 362 4:45 10 375 5:00 6 72 334 1.316 5:15 13 348 5:30 16 325 5.45 37 309 -- 6:00 38 199 322 1.214 6:15 40 298 6:30 62 290 6:45 59 304 7:00 54 356 292 1.037 7:15 78 294 7:30 94 229 7:45 130 222 _ 8:00 124 531 213 738 5:30 119 176 8-45 168 131 9"00 171 892 170 611 9.13 229 131 9.30 234 154 9:45 258 156 10:00 264 1.171 157 463 10:15 259 127 96 10:30 318 10:45 330 83 11:00 374 1,465 74 255 11:15 330 68 11:30 363 60 11:45 398 53� Totals 5.423 13.521 w Peak Hour 11:00 1:00 Volume 1.465 1.689 Factor 0.92 0.94 t Ili DayTotal 18,944 [J Data File • D0308126EB y 'R(o Transportation -Studies, Inc. I 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Site: NEWPORT Location : COAST HIGHWAY Segment : E/O NEWPORT COAST DRIVE Date: 08/17/03 Client : CITY NEWPORT BEA Interval Day: Sunday Begin AM- WB PM- WB 12:00 134 440 291 1,282 12:15 112 312 12:30 104 335 12:45 90 72 288 344 331 1,355 1:00 322 1115 68 346 1:30 62 1:45 86 356 211 83 204 338 1.440 2:15 56 37 331 376 2:30 2:45 28 395 3.00 28 78 370 1.464 3"15 20 336 3 30 20 364 3.45 10 394 4.00 10 53 357 1,617 4:15 4:30 13 18 456 418 4.45 12 386 5:00 15 68 390 1.544 5.15 11 398 1 5.30 19 380 545 6:00 23 31 215 376 376 1.368 6:15 54 344 338 6.30 62 6.45 7:00 68 70 324 310 284 1,220 7:15 7.30 62 88 288 320 7:43 104 328 8:00 116 586 306 1.195 8:15 146 323 8.30 146 298 8.45 178 268 9:00 Ho 838 285 903 9115 216 246 9.30 192 190 9:45 250 182 10:00 253 1,091 178 761 10:15 274 193 10:30 269 190 10:45 295 200 129 356 11:00 314 1.278 11:15 360 98 11:30 11:45 298 316 77 52 Totals 5.463 14.505 Hour 11:00 4:15 IPeals Volume 1.278 1.650 Factor 0,89 0.9 DayTotal 19.968 11 IData File: D0308126WB 01 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Location : COAST HIGHWAY Segment : E/O NEWPORT COAST DRIVE Client : CITY NEWPORT BEA !, Site: NEWPOR Date: 08/ 18/ Y r Day: Mond Interval Begin AM- EB PM- EB 12:00 36 128 289 1229 12:I5 27 322 12:30 34 320 12:45 31 298 1:00 26 68 320 1218 1:15 17 276 1:30 13 298 1:45 12 324 2:00 8 30 311 1.189 2:15 6 292 2:30 11 282 2:45 5 304 3:00 4 27 314 1.392 3:15 8 349 3:30 11 348 3:45 4 381 4:00 4 34 348 1.539 4:15 9 378 4.30 8 440 4.45 13 373 5:00 11 105 432 UP 5:15 24 473 5:30 21 470 5:45 49 514 - 6:00 35 407 480 1.778 6:15 69 448 6:30 117 442 6.45 186 408 -- 7:00 162 862 346 1.244 7:15 202 342 7:30 238 286 7:45 260 270 8:00 225 875 226 784 8: 2205 8:30 30 204 04 190 190 8.45 230 163 9100 206 924 167 607 9:15 230 152 9.30 232 149 9.45 256 140 10:00 247 969 134 451 10,15 218 104 10.30 242 124 10:45 262 89 11:00 272 1.071 76 225 11:15 254 58 11.30 272 41 1145 273 5o Totals 5.500 13.545 .. Peak Hour 11:00 5:15I,I Volume 1,071 1,937 Factor 0.98 0.94 Ili DavTotal 19.045 Illl w Location Segment Client Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 COAST HIGHWAY Site: NEWPORT E/O NEWPORT COAST DRIVE Date: 08/18/03 CITY NEWPORT BEA Day: Monday Begin AM- WB PM- WB 12:00 85 174 322 1,186 12:15 41 298 12:30 20 252 12:45 28 18 83 314 286 1.208 1.00 1:15 IS 294 1:30 24 332 1.45 23 10 48 296 308 1.270 2:00 2:15 18 302 2:30 10 314 2:45 10 346 3:00 6 28 316 1.367 3:15 2 318 3:30 5 381 3:45 15 352 4:00 17 78 297 1.341 4:15 11 354 430 18 362 4,45 32 328 5:00 28 234 322 1.357 5.1i '45 361 5:30 75 332 5:45 86 342 6:00 106 649 264 1.059 6:15 131 266 6:30 168 274 6:45 7:00 244 243 1,413 255 229 858 7.15 319 217 7.30 352 222 7:45 500 190 890 469 1.813 212 693 8:15 432 185 8:30 440 148 8,45 472 148 9:00 370 1.316 126 494 9115 316 132 9.30 333 126 9.45 297 I10 10:00 268 1,139 144 532 10:15 278 112 10:30 287 118 10:45 306 158 11:00 254 1.174 96 296 11:15 313 82 11:30 309 58 n •a; 298 _ 60 8,149 11.661 Peak Hour 7:45 3:30 Volume 1,841 1.384 Factor 0.92 0.91 19.810 DavTotal Data File: D0308126WB A Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA, 92614 Location : COAST HIGHWAY Segment : E/O NEWPORT COAST DRIVE Client : CITY NEWPORT BEA Site: NEWPORD Daze: 08119AM Day: Tuesd:. Interval Begin AM- EB PM- EB 12:00 34 110 336 1,240 12:15 38 296 12:30 21 317 12:45 17 291 1:00 is 58 334 1.288 1:15 22 317 1:30 10 321 1:45 11 316 2:00 8 29 318 1.278 2:15 9 304 2-30 6 342 2:41 6 314 3,00 10 29 329 1,387 3 IS 10 333 3:30 6 345 3.45 3 380 4:00 14 41 380 1.539 4:15 6 380 4:30 8 409 4:45 l3 370 5:00 20 I04 421 1.907 5:15 13 470 5:30 29 488 5:45 42 528 - 6:00 54 401 524 1.860 6:15 76 499 6:30 105 41818 6:45 166 419 7:00 188 856 344 1.262 7:0 190 322 7:30 233 296 7:45 245 300 8:00 199 894 253 909 8.30 2 2 40 8 226 26 22626 8.45 231 190 9:00 227 899 208 733 915 9*30 212 235 202 153 9:45 225 170 10:00 236 992 154 $48 10:15 251 146 10.30 227 142 10.45 278 106 11:00 268 1.187 97 298 11:15 302 87 11:30 327 70 Y 11.41 290 44 Totals 5.600 14.249 Peak Hour 11:00 5:30 Volume 1,187 2.039 Factor 0.91 0.97 DayTotal 19,849 I ocation egment Client Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 : COAST HIGHWAY Site: NEWPORT : E/O NEWPORT COAST DRIVE Daze: 08/19/03 : CITY NEWPORT BEA Day: Tuesday Begin AM- WE PM- WE 12:00 45 134 312 1.250 12:15 41 298 2:30 30 302 12.45 18 15 53 338 280 1,210 1:00 11:15 20 309 1:30 10 308 1:45 8 8 31 313 288 1.260 2:00 2:15 9 7 302 352 2:30 2:45 7 12 34 318 368 1,412 13:00 3:15 6 10 334 357 3:30 3:45 6 4 44 353 331 1.338 4:00 9 347 14: 4:30 30 6 337 4.45 5:00 25 37 245 323 346 1.368 3:15 44 354 30 72 318 5:45 92 350 6:00 109 643 287 1.055 6:15 117 264 258 16:30 168 6:45 249 246 7:00 277 1.403 214 853 7:15 7.30 325 383 225 206 208 7:45 8:00 418 454 1.756 240 779 8:15 441 195 8:30 419 202 8:45 442 142 9:00 429 1.427 163 573 9:15 346 142 9:30 318 120 9.45 334 148 10:00 292 1,159 131 593 10:15 302 138 1030 272 138 186 110:45 '11:00 293 284 1187 104 317 I1:15 293 76 11:30 2 11 45 288 322 76 61 NTotals 8,116 12.008 Peak Hour 8:00 3:00 Volume 1,756 1.412 0. Factor 0.97 0.96 J� LayTotal Oa 20,124 `3 n Data File: D0308126WB Kql Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Location : COAST HIGHWAY Segment : E/O NEWPORT COAST DRIVE Client : CITY NEWPORT BEA I Site: NEWPO Date: 08/20/ Day: Wednesdg Interval Begin AM- EB PM- EB 12:00 45 134 288 1,204 12:15 31 306 12:30 33 314 - 12:45 1:00 25 22 56 296 280 1.180 1:15 12 312 1:30 13 301 1:45 9 287 2:00 Is 30 289 1.245 2:15 5 299 2:30 4 316 y 2.45 6 341 3:00 7 27 298 1,354 3:15 9 326 3:30 6 374 3:45 5 356 4:00 7 44 344 1,540 4:15 16 391 4:30 12 381 4:45 9 424 -- 5:00 17 85 414 1,889 5:15 7 496 5:30 23 509 5.45 38 470 - 6:00 42 407 450 1.745 6 15 61 500 6:30 130 421 6:45 174 374 _ 7.00 198 909 384 1.318 7.)5 207 326 7:30 278 312' 7:45 226 296 8:00 226 937 284 920 8: 22 20 8:30 30 252 204 8:45 237 199 9:00 226 960 206 762 9:15 266 180 204 9:30 202 9:45 266 172 10:00 245 1.014 133 555 10:15 237 158 10:30 264 134 10:45 268 110 11:00 258 1.147 104 274 11:15 301 56 11:30 282 59 11•45 306 _._ 55 5.750 13,996 11:00 5:30 1.147 1.929 094 0.95 19,736 92 I ocation : COAST HIGHWAY egment : E/O NEWPORT COAST DRIVE Client : CITY NEWPORT BEA Peak Hour Volume Factor taYTotal I I1> w,97 37 37 36 28 23 22 20 28 17 10 13 8 6 13 7 9 12 14 14 29 27 52 59 86 104 146 163 254 252 332 358 436 464 418 442 432 386 336 336 342 310 274 281 298 323 320 306 308 93 48 35 69 224 667 1.378 1.756 1,400 1,163 1,257 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 PM- WB 300 315 288 306 270 355 288 284 331 311 295 339 322 336 349 325 404 330 338 376 320 365 368 347 288 290 278 232 250 226 198 218 190 187 157 152 160 142 135 165 162 130 141 180 132 110 82 64 8.228 - - 12.131 7:45 4:00 1.760 1.448 0.95 0.9 20.359 1,197 1.276 1,332 1,448 1.400 1.088 892 686 602 613 389 m 0 !(fj m th 0 trD J1 Site: NEWPORT Daze: 08/20/03 Day: Wednesday K9 3 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 _ Location : COAST HIGHWAY Site: NEWPORT Segment : E/O SANTA ANA RIVER Date: 08/14/03 Client : CITY NEWPORT BEA Interval EB WB - Combined Day: Thursday Begin AM PM AM PM AM PM 12:00 66 196 336 1.326 76 293 354 1,439 142 489 690 2.765 12:15 48 351 82 375 130 726 12:30 46 321 71 360 117 681 12:45 36 318 64 350 100 668 01:00 32 111 302 1.301 52 157 314 1,429 84 268 616 2.730 O1:15 35 314 48 356 83 670 O1:30 22 337 33 346 55 683 - 01:45 22 348 24 413 46 761 02:00 22 58 315 1.364 43 98 384 1.623 65 156 699 2,987 02:15 19 348 17 395 36 743 02:30 9 360 28 402 37 762 02:45 8 341 10 442 18 783 03:00 16 47 354 1325 12 48 406 1,404 28 95 760 2,729 03:15 6 317 15 424 21 741 03:30 12 324 10 266 22 590 _. 03:45 13 330 11 308 24 638 04:00 11 81 340 1361 10 52 85 322 21 133 425 1.683 04.15 16 313 9 70 25 383 04:30 13 344 9 89 22 433 04:45 41 364 24 78 65 442 05:00 26 260 370 1,541 13 159 99 1,448 39 419 469 2.989 05:15 37 392 38 101 75 493 05:30 62 400 52 458 114 859 03:45 135 379 56 790 191 1.169 06:00 129 1.014 386 1,465 68 398 720 2,657 197 1.412 1.106 4.122 06:15 195 349 102 738 297 1.087 06:30 276 354 95 650 371 1.004 06:45 414 376 133 549 547 925 07:00 447 2,421 311 1,189 160 763 462 L601 607 3.184 773 2,790 07:15 570 320 173 399 743 719 07:30 642 282 198 376 840 658 07:45 762 276 232 364 994 640 08:00 609 2,421 216 904 209 977 374 1.335 818 3,398 590 2.239 08:15 638 246 258 335 896 581 08:30 582 214 242 340 824 $54 08:45 592 228 266 286 '860 514 09:00 494 1.581 216 855 213 1.018 312 1.174 707 2.599 528 2,029 li 09:15 398 209 279 308 677 517 09:30 362 222 244 270 606 492 09:45 327 208 282 284 609 492 10:00 328 1.289 213 715 224 L085 234 882 552 2.374 447 ES97 � 10:15 316 182 272 246 588 428 10:30 309 170 302 194 611 364 10:45 336 150 287 208 623 358 11:00 316 1314 122 407 334 1.256 194 686 650 2.570 316 1.093 11:15 316 112 268 192 584 304 11:30 338 94 312 169 650 263 IIAS 344 79 342 131 686 210 Totals 10.793 13.753 6.304 16.000 I7,097 29,753 Splitos 63.1 46.2 36.9 53.8 Day Totals 24,546 22.304 46.850 Day Splits 52.4 47.6 Peak Hour 07:30 05:15 11:00 05:45 07:30 05:45 Volume 2.651 1,5$7 1.256 2.898 3.548 4.366 Factor 0.87 0.97 0.92 0.92 0.89 0.93 �I KOM Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 1 Irvine, CA. 92614 Location : COAST HIGHWAY Site: NEWPORT Segment E/O SANTA ANA RIVER Date: 08/15/03 ,Client : CITYNEWPORTBEA Interval EB WB -Canbmed Day: Fridav Begin AM PM AM PM AM PM 12:00 66 54 216 342 348 1.394 85 78 323 349 402 1.487 151 132 539 691 750 2,881 12:15 12:30 62 352 76 354 138 706 12:45 34 352 84 382 118 734 01:00 40 134 324 1.400 56 203 391 1.510 96 337 715 2.910 01:15 33 363 61 372 94 735 01:30 29 329 44 385 73 714 01:45 32 384 42 362 74 746 02:00 30 73 318 1,390 45 145 373 1,632 75 218 691 3.022 02:15 16 336 40 384 56 720 02:30 23 373 24 416 47 789 02:45 4 363 36 459 40 822 03:00 17 57 337 1.398 16 57 447 2.224 33 114 784 3.622 03:15 14 324 16 546 30 870 03:30 10 357 16 568 26 925 03:45 16 380 9 663 25 1.043 15 80 319 1,468 11 73 167 2,523 25 153 916 3,991 '04:01 04:15 04:30 IS 16 319 364 18 15 667 632 33 31 986 996 04:45 34 396 30 657 64 1,053 15:11 36 211 396 1,611 16 151 578 1,641 52 401 174 4.249 05:15 46 383 34 758 80 1.141 05:30 63 410 49 625 112 1.035 05:45 108 419 56 680 164 1.099 06:00 149 1,061 404 1,591 65 373 590 2.136 214 1.434 994 3.727 06:15 176 410 81 616 257 1.026 06:30 278 346 98 482 376 828 06:45 458 431 129 448 587 879 07:00 400 2.151 374 1.328 157 774 352 1,502 557 2.925 726 2.830 07:15 484 372 184 414 668 786 07:30 625 331 201 384 826 715 07:45 642 251 232 352 874 603 08:00 560 2.243 328 1.096 224 1.008 320 1.324 784 3.251 648 2,420 08:30 610 495 290 246 269 251 364 308 879 746 654 554 '08:15 08:45 578 232 264 332 842 564 09:00 444 1.601 252 961 247 1.049 306 1.137 691 2.650 558 2.098 19:11 372 211 244 293 616 143 0930 09:45 387 398 223 236 270 288 260 278 657 686 493 514 10:00 324 1.271 290 916 284 1,236 282 1.166 608 2.507 572 2.082 10:15 305 258 301 310 606 568 10:30 318 214 332 286 650 500 10:45 324 154 319 288 643 442 11:00 359 1.376 172 588 370 1.406 212 910 729 2.782 384 1,498 11:15 328 160 340 268 668 428 11:30 345 140 378 216 723 356 11:45 344 116 318 214 662 330 Totals 10.516 15.138 6.802 26.192 17.318 35.330 Solit% 60.7 42.8 393 57.2 �DevTotals 25.654 26.994 52.648 Day Splits 48.7 51.3 Hour 07:30 05:30 10:45 05:15 07:30 05:15 iPeak Volume 2A37 1.643 IA07 2.653 3.363 4.269 Factor 0.95 0.98 0.93 0.88 0.96 0.94 1 1 Transportation Studies, Inc. 1350 Reynolds Avenue. Ste. l I5 Irvine, CA. 92614 Location : COAST HIGHWAY Segment : EJO SANTA ANA RIVER Client : CITY NEWPORT BEA I Site: NEWPORT Date: 08/16/03 m Illtu viY EU no �`^••"�•�� ��� uuw.u,q i Begin AM PM AM PM AM PM,, 12:00 116 391 385 1.482 141 535 416 1.639 257 926 801 3.121 12:15 102 341 146 406 248 747 12:30 86 366 112 388 198 754 12:45 87 390 136 429 223 819 01:60 96 292 357 IA97 124 408 408 1.678 220 700 763 3.175 01:15 66 360 10D 386 166 746 01:30 62 40D 106 426 169 826 - 01:45 68 380 78 458 146 838 02:00 60 183 435 1,747 72 228 409 1.738 132 411 844 3.485 02:15 54 398 56 450 110 848 02:30 41 471 52 455 93 926 02,45 28 443 48 424 76 867 03:00 27 101 446 1.778 32 1W 492 1.855 59 205 938 3.633 03:15 28 484 24 480 52 964 03:30 26 446 26 463 52 909 03:45 20 402 22 420 42 822� 04:00 10 67 403 1.682 24 75 378 1,637 34 142 781 3.319 04:15 15 417 24 431 39 848 04:30 14 416 18 412 32 828 04:45 28 446 9 416 37 862 - 05:00 22 159 450 1,749 20 119 418 1,623 42 278 868 3,372 05:15 39 464 21 429 60 893 05:30 40 402 29 390 69 792 05:45 58 433 49 386 107 819 - 06:00 66 474 422 1,764 66 296 368 1,515 132 770 790 3.279 06:15 162 430 64 367 166 797 0630 120 476 74 410 194 $86 06:45 186 436 92 370 278 806 07:00 147 739 440 1,490 120 582 360 1,514 267 1.321 800 3.004 07:15 173 400 135 366 308 766 07:30 178 340 149 400 327 740 07:45 241 310 178 388 419 698 08:00 208 1.021 330 1232 182 830 352 1.355 390 1,851 682 2.587 08:15 229 328 214 336 443 664 08:30 244 309 214 348 458 657 08,45 340 265 220 319 560 584 09.00 288 1.175 302 1,068 322 1.191 320 1,256 610 2,366 622 2.324 09:15 295 258 268 334 563 592 0930 308 256 310 283 618 539 09AS 284 252 291 319 575 571 10:00 284 1.322 272 994 338 1.453 318 1.216 622 2.775 590 2.210 --' 10:15 320 26D 365 329 685 589 103U 343 268 374 290 717 558 10:45 375 194 376 279 751 473 11:00 368 1,445 197 605 366 1,580 268 1.015 734 3.025 465 1,620 11:15 369 138 412 301 781 439, 1130 344 133 424 226 768 359� 1145 364 137 378 220 742 357 Totals 7.369 17,088 7,401 18.041 14,770 35.129 Splielo 499 48.6 5011 51.4 Day Totals 24.457 25,442 49.899 Day Splits 49.0 51.0 Peal: Hour 10:45 02:30 11:00 02.45 10:45 02:30 Volume 1.456 1.844 1.580 1.859 3.034 3.695 Factor 0.97 0,95 0.93 0.94 0.97 0.96 90wo Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Location COAST HIGHWAY E/O SANTA ANA RIVER CITYNEWPORT BEA - EB PM AM PM AM PM 12:00 l37 113 otu Joa 362 i.vva ro, 185 .,<., .,,,. 424 ......, _._ 298 ..._. .__ 786 _.- 12.15 12:30 139 376 134 425 273 801 12:43 114 342 126 406 240 748 01:00 92 308 380 1,485 130 432 414 1.792 222 740 794 3.277 01:15 72 371 97 455 169 826 01:30 74 362 104 471 178 833 01:45 70 372 101 452 171 824 62 206 446 1.844 90 273 446 1.814 152 479 892 3,658 '02.00 02:15 56 419 79 442 135 861 02:30 48 506 53 456 101 962 0245 40 473 51 470 91 943 03:00 32 99 428 1.693 42 123 424 1.709 74 222 852 3.402 03:15 20 434 30 428 50 862 03:30 22 452 30 401 52 853 03:45 25 379 21 456 46 835 17 70 402 1.684 27 85 406 1.645 44 155 808 3.329 '14:00 04:15 16 460 18 26 434 411 34 45 894 807 04:30 19 396 04:45 18 426 14 394 32 820 19 121 350 1,511 12 92 410 1,599 31 219 760 3,117 '05'O1 05:15 26 36 388 364 20 16 435 392 46 52 823 756 05:30 05'45 46 416 44 362 90 778 06:00 59 320 386 1,464 35 227 380 1,565 94 547 766 3.029 06:15 72 354 48 435 120 789 1 06:30 77 358 64 361 141 719 06:45 112 366 80 389 192 755 07:00 84 456 298 1.165 92 441 322 1.355 176 897 620 2.520 07:15 114 316 99 334 213 650 07:30 122 286 106 330 228 616 07:45 136 265 144 369 280 634 08:00 156 766 267 951 154 701 312 1.301 310 1,467 579 2.252 210 236 165 334 375 570 '08:15 08:30 182 226 188 357 370 583 08:45 218 222 194 298 412 520 09:00 228 1.045 188 828 230 1.013 259 982 458 2.058 447 1.810 09:11 246 216 232 270 478 416 09:30 273 212 212 273 278 226 227 546 576 438 439 09:45 10:00 298 286 1,238 192 610 322 1,375 212 770 608 2.613 404 1.390 10:15 304 184 344 190 648 374 I!, 10:30 314 126 338 188 652 314 10:45 334 108 371 180 705 288 11:00 314 1.347 74 303 334 1.551 155 538 648 2.898 229 841 11:15 336 90 390 162 716 252 11.30 354 68 411 118 765 186 Split% 48.3 47.3 51.7 52.7 Day Totals 21,478 23.646 45.124 Day Splits 47.6 52.4 Peak Hour 11:00 02:00 11:00 01:15 1I:00 02:00 Volume 1.347 1,844 1.551 1.824 2.898 3.658 Factor 0.95 0.91 0.91 0.970.94 0.95 1 Site: NEWPORT Date: 08/17/03 Kal Transportation Studies, Inc. 1350 Reynolds Avenue. Ste. 115 Irvine. CA. 92614 -_ Location : COAST HIGHWAY Site: NEWPORT Segment : E/OSANTAANARIVER Date: 08/18/03 Client : CITY NEWPORT BEA Interval EB WB -Combined Day: Monday Begin AM PM AM PM AM PM 12:00 50 192 318 1.257 82 244 318 1.236 132 436 636 2.493 12:15 56 316 60 300 116 616 12:30 47 296 50 328 97 624 12:45 39 327 52 296 91 617 01:00 30 112 316 1.231 38 123 340 1.345 68 235 656 2.576 01:15 30 337 28 354 58 691 O1,30 32 286 31 322 63 608 - 01:45 20 292 26 329 46 621 02:00 18 54 271 1.158 32 84 303 1.392 50 138 574 2.550 02:15 14 299 20 374 34 672 02:30 12 274 18 343 30 617 02:45 10 315 14 372 24 687 03:00 10 42 286 1264 9 36 444 L855 19 78 730 3.119 03:15 9 302 9 414 18 716 03:30 13 368 6 466 19 834 _- 03:45 10 308 12 531 22 839 04:00 13 77 300 1.278 11 51 528 2.224 24 128 828 3.502 04:15 9 320 6 561 IS 881 04:30 22 314 18 585 40 899 04AS 33 344 16 550 49 894 - 05:00 47 246 332 1.333 26 151 630 2,614 73 397 962 3.947 05:15 42 308 30 698 72 L006 05:30 70 332 40 664 110 996 05AS 87 361 55 622 142 983 06:00 139 906 308 1.268 66 365 600 2.062 205 1.271 908 3330 06:15 142 330 74 518 216 848 06:30 239 326 106 496 345 822 06:45 386 304 119 448 505 752 -- 07:00 409 2.071 266 954 146 762 428 IA20 535 2.833 694 2,374 07.15 476 232 168 356 644 588 07:30 566 242 221 316 787 558 07:45 620 214 227 320 847 534 08:00 571 2.120 209 720 234 946 286 1,036 805 3.066 495 1,756 08:15 522 185 246 283 768 468 08:30 482 172 213 239 695 411 08:45 545 154 253 228 798 382 09:00 450 1.448 158 607 220 906 214 857 670 2.414 372 1.464 09:15 376 134 224 212 600 346 09:30 316 164 235 219 551 383 09:45 306 151 287 212 $93 363 I0:00 352 1338 186 565 286 1,116 167 607 638 ZA54 353 1.172 10:15 10:30 312 316 148 109 258 278 156 144 570 594 304 253 10:45 358 122 294 140 652 262 11:00 306 1.280 68 268 297 1.242 136 426 603 2.522 204 694 11:15 286 74 303 106 589 I80 11:30 364 70 326 104 690 174� 11.45 324 56 316 80 640 136 Totals 91886 11.903 6.086 17,074 15.972 28,977 Split% 61.9 41.1 38.1 $8.9 DavTotals 21.789 23.160 44.949 DavSplits 48.5 51.5 Peak Hour 07:30 05:00 11:00 05:00 07:30 05:00 Volume 2.279 1.333 1.242 2.614 3.207 3.947 Factor 0.92 0.92 0.95 0.94 0.95 0.98 I� ill D0308124 vck r Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 Location COAST HIGHWAY Site: NEWPORT IneBement : EIO SANTA ANARNER Date: 08/19/03 tern : CITYNEWPORTBEA Interval EB WE '-' Combined Day: Tuesday -Revin AM PM AM PM AM PM_ 12:15 36 264 68 326 104 590 12:30 40 320 72 350 112 670 12:45 38 336 44 306 82 642 01:00 23 77 269 288 1.144 27 20 117 312 338 1.292 50 40 194 581 626 2.436 01:15 01:30 20 17 273 38 320 55 593 01:45 17 314 32 322 49 636 02:00 15 41 332 1,234 27 71 307 1.466 42 112 639 2.700 02:15 17 280 22 368 39 648 02:30 7 304 15 386 22 690 02:45 2 12 43 318 296 1.260 7 13 40 405 440 1,866 9 25 83 723 736 3.126 03:00 03:15 6 288 13 408 19 696 03:30 14 348 10 490 24 838 03:45 11 328 4 528 15 856 19 74 324 1,316 12 48 602 2374 31 122 926 3.690 '04:00 04:15 10 342 6 530 16 872 04:30 10 291 12 628 22 919 04:45 35 359 18 614 53 973 05:00 27 259 338 1,622 18 153 711 2,869 45 412 1,049 4,491 05:15 55 424 442 34 40 716 752 89 106 1.140 1.194 05:30 05:45 66 IH 418 61 690 172 I.108 06:00 136 934 390 1.492 64 333 717 2.376 200 1.267 1.107 3,868 174 370 73 606 247 976 '06:15 06:30 254 352 79 584 333 936 06.45 370 380 117 469 487 849 07:00 441 2.236 348 1.163 134 728 422 1.509 575 2,964 770 2.672 514 296 162 423 676 719 I07:15 07:30 608 264 194 349 802 613 07:43 673 255 238 315 911 570 08:00 664 2,381 212 841 222 1,036 306 1,166 886 3,417 518 2,007 606 189 266 330 872 519 '08:15 08:30 572 220 256 268 828 488 O8.45 539 220 292 262 831 482 09:00 446 1:516 180 683 296 1.159 %52 939 742 2.675 432 1.622 09:15 09:30 353 345 168 163 293 276 472 217 646 621 440 380 09:45 372 172 294 198 666 370 10:00 335 1.227 162 596 294 1,121 189 743 629 2.348 351 1.339 10:15 288 174 264 200 552 314 10:30 305 138 122 290 273 196 158 595 572 334 280 10:45 11:00 299 302 1,230 110 321 260 1,115 168 509 562 2.345 278 830 11:15 300 84 269 128 569 212 11:30 330 69 284 128 614 197 11:45 298 58 302 85 600 143 Totals 10.174 12.862 6,181 18,443 16.355 31.305 Split% 622 41.1 37.8 58.9 I,Day Totals 23.036 24.624 47,660 Day Splits 48.3 51.7 Peak Hour Volume 07:30 2,551 05.15 1.674 09:00 1.159 05:15 2.875 07:45 3,497 05:15 4.549 Factor 0.95 095 0.98 0.96 0.96 0.95 I ' Data File: D0308124 Kg°1 Transportation Studies, Inc. 1350 Revnolds Avenue, Ste. 115 Irvine, CA. 92614 Location : COAST HIGHWAY Segment : EIO SANTA ANA RIVER Client : CITY-NEWPORTBEA Site: Date: NEWPORT 0820103 w Begin AM PM AM PM AM PM - 12:00 52 156 314 1.262 78 245 362 1.323 130 401 676 2.585 12:15 40 312 52 332 92 644 12:30 28 300 60 314 88 614 12:45 36 336 55 315 91 651 01:00 30 117 322 1,240 47 139 345 1.344 77 256 667 2.584 01:15 32 308 32 336 64 644 01:30 31 286 31 325 62 611 - 01:45 24 324 29 338 53 662 02:00 27 65 303 1.260 31 80 349 1.515 58 145 654 2.775 02:15 18 323 15 350 33 673 02:30 8 300 16 381 24 681 02:45 12 332 IS 435 30 767 03:00 10 37 287 1,215 10 40 442 1.920 20 77 729 3.135 03:15 9 311 10 418 19 729 03:30 6 295 9 486 15 781 _ 03:45 12 322 11 574 23 896 04:00 20 76 318 1.280 10 51 500 2.284 30 127 818 3.564 04:15 12 29D 13 562 25 852 04:30 19 332 10 607 29 939 04:45 25 340 18 615 43 955 05:00 29 248 328 1,430 18 140 662 2,814 47 388 99D 4.244 05:15 61 370 26 766 87 1.136 05:30 60 359 44 694 104 1.043 05A5 98 373 52 702 150 1.075 06:00 138 992 349 1339 62 374 688 2.368 200 1.366 1,037 3.707 06.15 168 334 76 606 244 940 06:30 272 368 98 592 370 96D 06:45 414 288 138 482 $52 770 07:00 443 2.312 279 1.040 150 881 432 1,505 593 3.193 711 2.545 07.15 547 225 212 397 759 622 07:30 624 278 245 331 $69 609 07:45 698 258 274 345 972 603 _ 08:00 594 2.372 218 827 262 1.108 288 1.096 856 3.480 506 1.923 08:15 611 221 280 314 891 535 08:30 577 194 272 268 849 462 08AS 590 194 294 226 884 420 09:00 481 1.571 209 720 265 1.012 268 1,044 746 2.583 477 1.764 09:15 387 174 268 303 6$5 477 09:30 338 183 228 230 566 413 09A5 365 154 251 243 616 397 10:00 310 1.168 162 558 256 1.082 214 762 566 2.250 376 1.320 10:15 10:30 285 287 154 124 264 274 213 173 549 561 367 297 10:45 286 118 288 162 574 280 11:00 288 1,192 82 301 285 1.204 144 497 573 2.396 226 798 - 11:15 322 78 289 126 611 204 11:30 286 79 284 122 570 201� 11:45 296 62 346 105 642 167 Totals 10.306 12A72 6.356 18,472 16.662 30.944 Salito/5 61.9 40.3 38.1 59.7 DavTotals 22.778 24.828 47.606 Day Sol its 47.8 52.2 Ptak Hour 07:30 05:15 11:00 05:15 07:30 05:15 , Volume 2.527 1,451 L204 2.840 3.588 4.291 Factor 0.91 0.97 0.87 0.93 0.92 0.94 VIM0 Transportation Studies, Inc. 'Segment Location Client : COAST HIGHWAY : EIJ SANTA ANA RIVER : CITY NEWPORT BEA 1350 Reynolds Avenue, Ste. 115 Irvine. CA. 92614 _ Site: NEWPORT Date: 08/21/03 Interval EB WB - Ccminn d Day: Thursday AM PM AM PM AM PM ,Beain 12:00 49 187 324 302 1,264 91 60 267 312 330 1.302 140 106 454 636 632 2.566 12:15 12:30 46 62 310 66 338 128 648 30 328 50 322 80 650 '12:45 01:00 42 20 107 308 323 1.249 42 46 158 350 346 1,418 84 66 265 658 669 2.667 01:15 01:30 16 299 24 350 40 649 01:45 29 319 46 372 75 691 02:00 14 63 306 1.299 14 66 366 1.538 28 129 672 2,837 02:15 18 348 16 370 34 718 02:30 20 309 25 388 45 697 02:45 11 336 11 414 22 750 03:00 13 34 316 1.253 7 37 408 1,906 20 71 724 3,159 03:15 II 315 11 478 22 793 03:30 5 308 11 442 16 750 03:45 5 314 8 578 13 892 04:00 18 78 302 1.330 10 42 550 2A28 28 120 852 3,758 04:15 16 324 13 586 29 910 0430 14 338 9 618 23 956 04:45 30 366 10 674 40 1.040 05:00 30 248 382 1,506 22 154 664 2,839 52 402 1,046 4,341 05:15 05:30 40 72 368 378 36 42 765 712 76 114 1.133 1,090 05:45 106 378 54 698 160 1.076 06:00 132 997 318 1.356 54 391 660 2.329 186 1,388 978 3,685 183 334 82 590 265 924 '06:15 06:30 256 380 109 526 365 906 06:45 426 324 146 553 572 877 07:00 413 2.219 311 1,113 154 850 508 1.574 567 3,069 819 2.687 07:15 524 304 186 396 710 700 07:30 584 234 220 356 804 590 07:45 698 264 290 314 988 578 08.00 598 2.286 229 881 310 1.199 321 1,153 908 3.485 550 2.034 08:15 610 214 300 302 910 516 08:30 558 214 296 288 854 502 08:45 520 224 293 242 813 466 09:00 462 1.550 173 732 250 1.024 254 1,047 712 2.574 427 1.779 09:15 09:30 386 336 179 192 286 246 298 258 672 582 477 450 09:45 366 188 242 237 608 425 10:00 326 1.317 176 590 253 1.036 208 833 579 2353 384 1.423 10:11 318 158 257 230 575 388 10:30 316 142 254 203 570 345 10:45 357 114 272 192 629 306 11:00 268 1,181 102 336 276 1,173 186 573 544 2.354 288 909 11:15 312 88 300 146 612 234 11:30 329 74 286 120 615 194 11.45 272 72 311 121 583 193 Sollt% 61.6 40.5 38.4 59.5 tayTotals 23,176 25.337 48,513 Day Splits 47 8 522 'Peak Hour 07:30 05:00 08:00 05:00 07:45 05:00 Volume 2.490 1.506 1.199 2.839 3.660 4.345 Factor 0.89 0.99 0,97 0.93 0.93 0.96 K1o1 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. I IS ' Irving CA. 92614 -. Location : BALBOA BOULEVARD Site: NEWPORT ScRment : E/020THSTREET Date: 08/14/03 Client , CITYNEWPORTBEA Interval EB WB Can me Day. Thursday Begin AM PM AM PM AM PM 12:00 64 179 279 1,192 50 170 206 876 114 349 485 2.068 12:15 38 303 44 238 82 541 12:30 40 332 46 214 86 546 12.45 37 278 30 218 67 496 01:00 28 80 308 1.154 27 104 259 1.008 55 184 567 2.162 01:15 12 292 35 271 47 563 01:30 19 280 21 218 40 498 01:45 21 274 21 260 42 534 02:00 14 47 236 1,00$ 21 44 257 1.041 35 91 493 2.046 02.15 17 283 8 242 25 525 02:30 9 258 9 264 18 522 02:45 7 228 6 278 13 506 03:00 9 34 259 983 8 27 242 1.058 17 61 501 2.041 03:15 5 237 8 276 13 513 03:30 6 239 6 262 12 501 03:45 14 248 5 278 19 526 04:00 4 43 274 982 16 68 266 1.018 20 111 540 2.000 04:15 5 222 10 255 IS 477 04:30 16 232 IS 244 34 476 04:45 18 254 24 253 42 507 05:00 21 101 280 1,130 22 128 252 1,042 43 229 532 2.172 05:15 22 272 28 276 50 548 05:30 22 286 37 258 59 544 05AS 36 292 41 256 77 548 06:00 38 204 276 1.182 45 330 214 925 83 534 490 2.107 06:15 48 312 78 262 126 574 0630 45 268 84 204 129 472 06AS 73 326 123 245 196 $71 07:00 80 397 274 L097 128 624 218 890 208 1.021 492 1.987 07:15 92 265 160 202 252 467 0130 116 296 162 203 278 499 07:45 109 262 174 267 283 529 08:00 144 602 229 686 20Q $59 234 911 344 1.461 463 1.597 08.15 152 190 220 239 372 429 08:30 126 199 211 232 337 431 08:45 180 68 228 206 408 274 09:00 150 667 166 641 179 791 186 685 329 1.458 352 1326 09:15 149 151 214 159 363 310 09:30 182 162 193 174 375 336 09:45 186 162 205 166 391 328 10:00 196 948 161 577 203 781 152 543 399 1.729 313 1.120 " 10:15 248 166 170 142 418 308 10.50 272 140 209 128 481 268 10:45 232 110 199 121 431 231 11:00 261 1,122 104 337 164 778 107 336 425 1.900 211 673 11:15 284 82 232 94 516 176 11:30 297 83 196 77 493' 160 1145 280 68 186 58 466 126 Totals 4,424 10.966 4.704 10.333 9.128 21.299 Sold% 48.5 51.5 51.5 48.5 Day Totals 15.390 15.037 30.427 DaySulits 50.6 49.4 Peak Hour 11:00 12:15 08:00 03:15 11:00 12:30 Volume 1,122 1.221 859 1.082 1.900 2.172 Factor 0.94 0.92 0.94 0.97 0192 0.96 it K1oz Location Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Imne, CA. 92614 BALBOA BOULEVARD Site: NEWPORT • E/O 20TH STREET Date• 08/15/03 CITY NEWPORT BEA AM 74 192 50 32 36 40 115 23 25 27 26 76 21 IS 14 12 30 5 8 5 5 53 7 17 24 30 155 42 42 41 44 203 54 45 60 98 455 101 112 144 172 619 139 156 152 158 704 ISO 174 192 208 933 214 252 259 255 1.150 286 281 49.0 16.690 51.3 11:00 1.150 0.88 PM 282 1.234 339 313 300 288 1.173 309 292 284 290 1.121 278 290 263 254 1.039 255 252 278 224 L003 236 271 272 271 1.188 270 327 320 318 1.238 292 308 320 290 1,138 290 270 288 259 957 227 231 240 214 775 176 181 204 164 676 200 172 140 128 463 119 112 104 .005 52.3 0530 1.257 0.96 nu 70 237 51 54 62 36 90 21 it 22 12 55 12 14 17 15 48 10 12 11 20 62 11 19 12 19 132 39 38 36 70 336 69 95 102 142 621 131 148 200 192 842 180 212 258 206 789 200 195 198 192 Sit 179 215 225 195 859 212 216 51.0 I5.838 48.7 08:30 876 0.85 PM 229 895 208 190 268 250 1.000 232 255 263 238 994 262 240 254 272 1,079 296 251 260 283 1.079 278 274 244 232 1.000 292 226 260 250 944 236 242 216 237 978 266 212 263 256 924 220 228 220 184 722 195 171 172 198 770 188 206 178 148 571 140 ISO 133 1956 47.7 03:45 1,095 0.97 AM 144 429 101 86 98 76 205 44 36 49 38 131 33 29 31 27 78 15 20 16 25 115 18 36 36 49 287 81 80 77 114 $39 123 140 162 240 1,076 232 260 344 364 1.461 319 368 410 364 1.493 380 369 380 400 1.744 393 467 484 450 2,009 498 497 32,528 PM 511 2.129 547 503 568 538 2.173 541 547 547 528 2,115 540 530 517 526 2.118 551 503 538 507 2,082 514 545 516 503 2.188 552 553 580 568 2,182 528 550 536 527 2.116 556 482 551 515 1.881 447 459 460 398 L497 371 352 376 362 1.446 388 378 318 276 1,034 259 262 11, 11:00 05:15 2.009 2.253 0.89 0.97 K103 Transportation Studies, Inc. 1350 Reynolds Avenue. Ste, 115 Irvine. CA. 92614 Location : BALBOA BOULEVARD Site: NEWPORT Segment : EI020THSTREET Date: 08/16/03 Client : CITY NEWPORT BEA Interval EB WB Combined _-- Days Saturday '- Begin AM PM AM PM AM PM 12:00 78 291 374 1367 120 365 196 913 198 656 570 2.280 12:15 72 346 90 250 162 596 12.30 77 316 82 223 159 539 - 12:45 64 331 73 244 137 575 01.00 56 212 296 1.347 59 278 222 994 115 490 518 2341 WAS 50 375 80 270 130 645 ' 01:30 48 336 78 248 126 584 01:45 58 340 61 254 119 594 02:00 42 141 368 1.409 48 144 261 1.089 90 285 629 2A98 02:15 40 352 38 266 78 618 02:30 37 339 21 284 58 623 02:45 22 350 37 278 59 628 03:00 25 62 342 1.366 26 68 303 1.147 51 130 645 2.513 03.15 11 336 20 274 31 610 03:30 13 346 9 282 22 628 03.45 13 342 13 288 26 630 04:00 15 78 367 1277 12 59 278 1.118 27 137 645 2395 04:15 13 311 14 280 27 591 04:30 25 304 19 263 44 567 04:45 25 295 14 297 39 592 05:00 32 175 322 1.308 18 109 326 1.198 50 284 648 2.506 05:15 32 336 28 294 60 630 05.30 55 324 31 268 86 592 05:45 56 326 32 310 88 636 06:00 48 226 336 1.325 29 191 359 1278 77 417 695 2.603 06.15 56 319 34 328 90 647 06.30 54 312 54 288 108 600 06:45 68 358 74 303 142 661 07.00 84 397 340 1.222 76 349 277 1.201 160 736 617 2.423 07:15 91 275 72 284 163 559 07:30 90 327 93 340 183 667 07AS 122 280 108 300 230 580 08,00 144 659 265 1.050 125 599 280 1.142 269 1.258 545 2.192 08:15 143 264 122 310 265 574 08:30 158 263 135 276 313 539 ' 08.43 214 258 197 276 411 534 09.00 230 1.014 188 764 191 859 248 978 421 1.873 436 1.742 09:15 236 192 200 246 436 438 09:30 254 189 238 232 492 420 09AS 294 196 230 252 524 448 10:00 301 1.179 182 660 241 936 220 958 $42 2J15 402 1.618 10:15 270 174 222 266 492 440 10:30 308, 168 234 242 542 410 10-45 300 136 239 230 539 366 11:00 282 1.320 148 482 210 874 214 750 492 2.194 362 1.232 11:15 330 112 206 212 536 324 11:30 377 136 222 178 599 314 11,45 331 86 236 146 567 232 Totals 5.744 13.577 4.831 12.766 10,575 26.343 Spl'It°/u 54.3 51.5 45.7 48.5 Day Totals 19.321 I7.597 36.918 DavSoltu 52.3 47.7 Pcak Hour 11:00 01;15 10:00 OSA$ 11:00 06:00 Volume 1.320 1.419 936 1.285 2.194 2.603 Factor 0.88 0.95 0.97 0.89 0,92 0.94 Transportation Studies, Inc. 1350 Reynolds Avenue. Ste. 115 Irvine, CA. 92614 Location :BALBOABOULEVARD . E!0 20TH STREET CITY NEWPORT BEA Site: NEWPORT Date: 08/17/03 Beein AM PM AM PM AM PM 12:00 92 318 367 1,425 150 458 220 910 242 776 587 2.335 12:15 84 368 100 222 184 590 12:30 74 366 96 234 170 600 12:45 68 324 112 234 180 558 50 193 357 1,467 76 282 269 1.020 126 475 626 2,487 '01:00 01:15 40 356 92 243 132 599 01:30 53 382 52 248 105 630 01:45 50 372 62 260 112 632 02:00 52 149 350 1,402 48 128 251 1,061 100 277 601 2A63 02:15 42 394 34 273 76 667 02:30 30 346 26 272 56 618 02:45 25 312 20 265 45 577 03:00 24 76 369 1.342 20 69 290 1.147 44 145 659 2.489 03:15 18 358 16 262 34 620 03:30 14 303 16 277 30 580 03:45 20 312 17 318 37 630 14:01 9 90 311 1,293 11 50 211 1,110 20 140 592 2A13 04:15 23 322 327 13 14 286 322 36 40 608 649 04:30 04.45 26 32 332 12 292 44 624 05,00 51 174 334 1,211 15 65 272 1,219 66 231 616 2,427 '05:15 29 54 318 286 20 16 319 300 49 70 637 586 05:30 05:45 40 270 14 328 54 598 06:00 64 192 270 1,056 24 140 224 1.040 88 332 494 2.096 36 268 36 248 72 516 '06:15 06:30 43 264 46 274 89 538 06.45 49 254 34 294 83 548 07:00 70 359 268 912 63 275 283 1,213 133 634 551 2.125 07:15 67 224 60 306 127 530 07:30 96 250 72 314 168 564 07:45 126 170 80 310 206 480 08:00 182 571 165 611 100 462 284 1,030 282 1.033 449 1,641 08:Is 108 144 114 260 222 404 08:30 105 162 128 251 233 413 08:45 176 140 120 235 296 375 09:00 202 -1.028 167 604 192 636 186 705 394 1.664 353 1.309 09:11 224 146 140 190 364 336 '09:30 272 330 143 148 156 148 168 161 428 478 311 309 09:45 10:00 286 1.103 143 439 180 735 154 516 466 L838 297 955 10:15 260 129 192 130 452 259 270 90 178 130 448 220 '10,30 10:45 287 77 185 102 472 179 11:00 302 L339 80 293 232 904 98 315 534 2,243 178 608 11:15 364 67 254 95 618 162 11:30 326 82 200 70 526 152 11,45 347 64 218 52 565 116 totals 5,592 14052 4.204 11,356 9.796 23.408 Split% 57.1 51.5 42.9 48.5 av Totals 17.644 15,560 33.204 ay Splits 53.1 46.9 Hour 11:00 01:30 11:00 05:00 11:00 01:30 teak olume 1.339 1.498 904 1.219 2.243 2,530 Factor 0.92 0.95 0.89 0.93 0.91 0.95 KIDS Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. I I$ ' Irvine. CA. 92614 Location : BALBOA BOULEVARD Site: NEWPORT Segment : E/O 20TH STREET Date: 08/18/03 Client : CITY NEWPORT BEA Interval EB WB —Can med Day: Mondav Beain AM PM AM PM AM PM 12:00 36 122 217 1.017 44 138 186 824 80 260 403 1.841 12:15 24 256 40 216 64 472 12:30 27 262 28 210 55 472 12:45 35 282 26 212 61 494 01:00 22 75 248 1.008 30 85 198 842 52 160 446 1.850 01:15 21 272 19 198 40 470 01:30 15 260 22 234 37 494 O L45 17 228 14 212 31 440 02:00 18 45 261 971 10 47 208 880 28 92 469 L851 02:15 12 264 21 226 33 490, 02:30 8 222 It 218 19 440 'I 02:45 7 224 5 228 12 452 03:00 7 23 210 877 6 22 212 961 13 45 422 1.838 0115 5 213 6 253 11 466 03:30 7 221 4 260 11 481 03:45 4 233 6 236 10 469 _ 04A0 04:15 2 7 38 241 234 968 7 11 46 230 246 912 9 18 84 471 480 1.880 ' 04:30 10 238 14 196 24 434 04:45 19 255 14 240 33 495 05:00 05:15 20 24 110 266 312 1.097 30 34 157 218 208 823 50 58 267 484 520 1,920 05:30 28 258 36 194 64 452 05:45 38 261 57 203 95 464 - 06:00 40 193 292 1.095 64 320 212 856 104 513 504 1.951 06*15 44 260 68 212 112 472 06:30 41 290 94 205 135 495 06AS 68 253 94 227 162 480 I 07:00 102 422 230 907 110 583 178 699 212 1.005 408 1.606 07:15 94 262 146 200 240 462 07:30 96 212 156 165 252 377 07:43 130 203 171 156 301 359 08:00 116 496 212 732 180 723 197 709 296 1219 409 1A41 08:15 108 158 ISO 202 288 360 08:30 122 182 181 182 303 364 08:45 150 ISO 182 128 332 308 09.00 171 616 138 525 133 604 126 508 304 1.220 264 1M3 0995 09.30 153 143 135 120 140 152 126 132 293 295 261 252 09:43 149 132 179 124 328 256 10.00 198 748 122 379 198 738 98 347 396 1.486 220 726 10:15 164 101 184 104 348 205 10.30 I88 94 176 81 364 175 10:45 198 62 180 64 378 126 , 11:00 214 930 75 211 194 770 69 221 408 1.700 144 432 11:15 202 52 221 63 423 Hs 1130 250 40 174 42 424 82 11:45 264 44 181 47 445 91 Totals 3.818 9,787 4.233 8,582 8.051 18.369 Soltt% 47.4 53.3 52.6 46.7 Dav Totals 13.605 12.815 26.420 Dav Snlns 51.5 48.5 PeakHour 11:00 05:15 10.30 03:15 11:00 04"45 Volume 930 IJ23 771 979 1.700 1.951 Factor 0.88 0.90 0.87 0.94 0.96 0.94 r Data File: D0308129 K�o�o _ Location Segment Client Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine, CA. 92614 BALBOA BOULEVARD Site: NEWPORT E/O 20TH STREET Date: 08/19/03 CITY NEWPORT BEA m,ervai LL �++ Begin AM PM AM PM AM PM '12:00 12:15 50 34 145 253 266 1.030 43 44 164 202 204 825 93 78 310 455 470 1.855 12:30 34 264 43 196 77 460 12:45 28 247 34 223 62 470 21 63 230 973 24 69 196 852 45 132 426 1,825 '01:00 01:15 9 272 21 234 30 506 01:30 22 242 12 217 34 459 01:45 11 229 12 205 23 434 10 35 228 921 12 28 218 881 22 63 446 1,802 '02:00 02:15 13 260 4 223 17 483 02:30 7 216 10 226 17 442 02:45 5 217 2 214 7 431 5 19 236 929 6 17 223 908 11 36 459 1,837 '03:00 03:15 5 216 4 245 9 461 03:30 4 240 3 232 7 472 03:45 5 237 4 208 9 445 2 34 226 902 4 36 240 949 6 70 466 1,851 '04:10 04:15 9 10 214 244 9 9 251 238 18 19 465 482 04:30 04.45 13 218 14 220 27 438 05:00 20 78 256 1.060 18 115 199 807 38 193 455 1,867 05:15 20 252 23 200 43 452 05:30 16 300 34 184 50 484 01:45 22 252 40 224 62 476 06:00 25 161 278 1.144 54 277 216 794 79 438 494 1.938 06:15 38 280 52 210 90 490 06:30 50 286 82 188 132 474 06:45 48 300 89 1S0 137 480 07:00 76 408 270 1.002 98 533 182 762 174 941 452 1,764 07:15 106 272 130 202 236 474 07:30 102 242 159 174 261 416 07:45 124 218 146 204 270 422 08:00 132 538 197 693 176 782 184 684 308 1,320 381 1,377 135 168 204 188 339 356 '08:15 08:30 131 146 182 180 222 162 150 311 362 308 332 08:45 09:n0 140 158 602 168 609 184 693 140 488 = 342 1,295 308 1,097 09:11 156 141 153 136 309 281 '09:30 09.45 136 152 158 138 172 184 112 100 308 336 270 238 10:00 179 823 131 433 155 710 108 386 334 1.533 239 819 10:15 187 120 153 102 340 222 237 87 191 91 428 178 '10:30 10:45 220 95 211 85 431 ISO 11:00 230 978 76 244 201 810 94 266 431 1,788 170 510 11:13 208 66 220 58 428 124 11:30 248 52 194 58 442 110 1145 292 50 195 56 487 106 Totals 3385 9.940 4.234 8,602 8,119 18,542 S9110/0 47.9 53,6 521 46.4 'Day Totals 13.825 12.836 26.661 Day Solits 519 48.1 Hour 1I:00 06.00 10:45 04:00 11:00 05:30 'Peak Volume 978 1,144 826 949 1.788 1.944 , Factor 0.84 0.95 0.94 0.95 0.92 0.98 ►< 101 Transportation Studies, Inc. 1350 Reynolds Avenue, Ste. 115 Irvine. CA. 92614 Location : BALBOA BOULEVARD Site: NEWPORT Segment : EIO 20TH STREET Date: 08/20/03 Client : CITY NEWPORT BEA , Interval EB WB —Combined Day: Wednesday .Begin AM PM AM PM AM PM 1200 38 135 278 1.032 40 113 162 657 78 248 440 1.689 12:15 43 238 28 148 71 386 12:30 31 270 21 174 52 444 12:45 23 246 24 173 47 419 01:00 26 91 248 972 32 92 176 687 58 183 424 1,659 O1:15 28 239 26 154 54 393 ' 01:30 21 224 26 168 47 392 - 01:45 16 261 8 189 24 450 02:00 18 50 211 901 9 34 I80 781 27 84 391 1.682 02:15 17 254 12 199 29 453 62:30 7 228 6 20B 13 436 02:45 8 208 7 194 15 402 03:00 6 22 238 897 5 24 201 857 11 46 439 1.754 03:15 5 197 7 208 12 405 ' 03:30 5 210 8 240 13 450 _ 03.45 6 252 4 208 10 460 MOD 6 36 220 963 10 44 220 855 16 80 440 1.818 04:15 9 234 8 218 17 452 ' 04:30 8 257 10 215 18 472 04:45 13 252 16 202 29 454 05:00 05:15 17 31 94 252 268 1,081 18 25 132 211 234 840 35 56 226 463 502 1.921 , 05:30 22 274 29 190 51 464 05:45 24 287 60 205 84 492 06:00 30 193 270 1.068 46 300 232 740 76 493 502 1.808 MIS 46 282 60 182 106 464 06:30 58 262 88 156 146 418 06:45 59 254 106 170 165 424 07:00 114 434 224 894 108 532 169 671 222 966 393 1.565 07:15 94 230 138 174 232 404 07:30 114 228 138 196 252 414 07,45 112 212 148 142 260 354 08:00 112 524 198 743 174 689 176 606 286 1.213 374 1,349 08:15 144 190 144 172 288 362 08:30 140 171 211 130 351 301 ' 08:43 128 184 160 128 288 312 09:00 159 637 175 628 162 596 160 524 321 L23 335 1.152 09:15 143 144 138 122 281 266 09:30 173 145 146 130 319 275 , 09.45 162 164 I50 112 312 276 10.00 227 835 145 433 152 616 110 443 379 IASI 255 876 10:15 190 120 158 120 348 240 10:30 224 90 156 129 380 219 10:45 194 78 150 84 344 162 11:00 204 1.002 71 256 176 649 72 237 380 1.651 143 493 11:15 260 59 154 58 414 117 11:30 278 52 164 47 442 99 11,45 260 74 155 60 415 134 Totals 4.053 9.868 3.821 7.898 7.874 17.766 Split% 51.5 S5.5 48.5 44.5 Day Totals 13.921 11.719 25.640 Day Splits 54.3 45.7 Peak Hour 11:00 05.30 08:00 03.30 11:00 05:15 Volume 1.002 1.113 689 886 1.651 1.960 Factor 0.90 0.97 0.82 0.92 0.93 0.98 Data File: D0308129 11 _ I 1J I APPENDIX L 1 DAILY VOLUME COUNT DATA FOR NEWPORT BOULEVARD OVER THREE WEEKS 1 1 t 1 Tit' Newport Blvd. Btwn 32nd & Finley Counter#0024 Headingl Heading2 Heading3 Site: Date: 08/07/03 Zn� Be 'n AM PM AM PM AM PM 00 ' " * • + l5 :30 " * + + • + 12:45 00 * * * * + 01:30 • * + 45 * * * * * * 00 * 0 974 * 1 1,012 * 1 1,986 :15 * 308 + 354 ' 662 02:30 " 330 * 310 * 640 45 * 336 * 347 ' 683 ;00 * 350 1,394 " 366 1,464 • 716 2,858 03:15 * 318 * 360 * 678 30 * 368 • 376 + 744 :45 358 362 * 720 04:00 " 348 1,438 ' 323 1,380 * 671 2,818 15 • 350 * 343 ' 693 t4-45 30 " 346 * 336 * 682 * 394 * 378 * 772 05:00 * 378 1,447 * 406 1,662 * 784 3,109 15 " 338 ' 414 " 752 ;30 * 361 ` ' 426 * 787 05:45 * 370 * 416 + 786 * 352 1,360 " 476 1,845 * 828 3,205 100 15 -:30 * 348 * 426 " 774 * 325 * 480 * 805 06:45 " 335 " 463 * 798 * 325 1,316 * 412 1,604 * 737 2,920 100 :15 * 332 * 422 * 754 07:30 ' 298 * 438 * 736 * 361 * 332 * 693 145 00 * 378 1,291 * 350 1,201 * ,728 2,492 :15 * 324 * 301 * 625 08:30 * 290 * 298 • 588 45 ' 299 * 252 * 551 :00 " 332 1,112 * 247 980 * 579 2,092 09:15 * 270 * 235 * 505 30 " 278 * 264 * 542 .45 232 + 234 * 466 10:00 244 877 * 225 800 * 469 1,677 15 • 231 * 190 * 421 30 " 196 * 187 * 383 .45 • 206 * 198 * 404 11:00 • 146 521 * 146 449 * 292 970 * 440 * 110 " 250 115 :30 • 117 ' 101 * 218 11:45 * 118 _ * 92 + _ 210 • 48.6 * 51.4 Day Totals 11,730 12,397 24,127 Da Splits 48.6 51.4 P"I Hour * 04:45 * 06:00 * 06.00 V me * 1,471 * 1,845 * 3,205 Factor * 0.93 * 0.96 * 0.97 1 ata File: $TM$0001 , Printed: 8/11/2003 Page: 1 Hendingl Heading2 , Heading3 Titlel : Newport Blvd. Site: Title2 : Btwn 32nd &Finley Date: 08/08/03 TiUe3 : Counter#0024 ' Interval NB S/B - Combined Day: Friday Begin AM PM AM PM AM PM 12:00 115 358 376 1,633 9D 272 386 1,601 205 630 762 3,234 12:15 104 416 78 396 182 812 ' 12:30 78 415 58 404 136 819 12:45 61 426 46 415 107 841 01:00 90 292 402 1,416, 52 178 436 1,627 142 470 838 3,043 , 01:15 66 358 44 393 110 751 01:30 72 318 48 396 120 714 01:45 64 338 34 402 98 740 02:00 52 123 362 1,462 33 91 397 1,509 85 214 759 2,971 02:15 26 380 24 391 50 761 02:30 02:45 23 22 354 366 17 17 388 343 40 39 742 709 , 03:00 10 38 358 1,477 14 40 384 1,496 24 78 742 2,973 03:15 to 370 8 362 18 732 03:30 8 404 8 376 16 780 03:45 10 345 10 374 20 719 , 04:00 11 59 365 1,543 12 67 356 1,582 23 126 721 3,125 04:15 10 380 7 406 17 786 04:30 16 436 18 412 34 848 04:45 22 362 30 408 52 770 05:00 21 190 392 1,402 32 216 440 1,815 53 406 832 3,217 05:15 42 354 37 455 79 809 05:30 64 302 64 477 128 779 05:45 63 3S4 83 443 146 797 06:00 79 471 324 1,324 78 439 460 1,910 157 910 784 3,234 06:15 102 328 107 504 209 832 06:30 128 350 108 498 236 848 06:45 162 322 146 448 308 770 07:00 165 965 345 1,295 184 749 386 1,S64 349 1,714 731 2,859 ' 07:15 241 344 193 392 434 736 07:30 285 311 190 375 475 686 WAS 274 295 182 411 456 706 08:00 281 1,152 361 1,328 202 850 408 1,340 483 2,002 769 2,668 ' 08:15 266 344 184 342 450 686 08:30 08:45 295 310 294 329 196 268 302 288 491 578 596 617 09:00 249 1,068 284 1,200 222 1,084 354 1,243 471 2,152 638 2,443 09:15 268 306 256 290 524 596 09:30 271 290 278 306 549 596 09:45 280 320 328 293 608 613 ' 10:00 254 1,117 315 1,170 337 1,470 286 1,006 591 2,587 601 2.176 10:15 260 296 361 251 621 547 10:30 312 289 402 255 714 544 ' WAS 291 270 370 214 661 484 11:00 250 1,112 260 944 422 1,652 228 743 672 2,764 488 1,687 11:15 310 262 381 197 691 459 ' 11:30 268 238 411 156 679 394 11:45 284 184 438 162 722 346 Totals 6,945 16,194 7,108 17,436 14,053 33,630 Split% 49.4 48.2 50.6 51.8 ' Day Totals 23,139 24,544 47,683 Day Splits Peak Hate 10:30 48.5 12:15 11:00 51.5 06:00 11:00 12:15 , Volume 1,163 1,659 1,652 1,910 2,764 3,310 Factor 0.93 0.97 0.94 0.95 0.96 0.98 Data File: $TMS0001 1 t I Printed : 8/11/2003 Page: 2 Tit' Newport Blvd. Btwn 32nd & Finley Headingl Headingl Heading3 Site: Date: 08/09/03 Be 'n AM PM AM PM AM PM p0 182 715 286 1,239 143 458 420 1,659 325 1,173 706 2,898 15 1.3 198 312 116 409 314 721 0 199 323 112 428 311 751 12:45 136 318 87 402 223 720 115 438 318 1,270 76 261 426 1,632 191 699 744 2,902 100 :15 99 302 66 418 165 720 01:30 109 314 56 382 165 696 45 115 336 63 406 178 742 100 96 251 318 1,397 45 147 392 1,613 141 398 710 3,010 :15 66 364 45 416 111 780 02:30 49 352 32 418 81 770 45 40 363 25 387 65 750 00 33 99 354 1,441 25 99 377 1,552 58 198 731 2,993 03:15 22 356 26 408 48 764 20 368 20 381 40 749 130 :45 24 363 28 386 52 749 04:00 25 86 358 1,522 21 97 420 1,633 46 183 778 3,155 16 390 22 398 38 788 115 :30 20 404 18 402 38 806 :45 25 370 36 413 61 783 05:00 22 121 392 1,610 42 203 422 1,699 64 324 814 3,309 29 402 41 402 70 804 '15 :30 32 418 58 453 90 871 05:45 38 398 62 422 100 820 39 252 417 1,581 72 504 430 1,627 111 756 847 3,208 100 15 55 404 106 406 161 810 :30 59 384 146 406 205 790 06:45 99 376 180 385 279 761 ' 91 517 364 1,582 175 760 371 1,512 266 1,277 735 3,094 100 :15 112 406 170 412 282 818 0730 134 404 183 387 317 791 180 408 232 342 412 750 145 00 222 941 382 1,535 206 994 336 1,251 428 1,935 718 2,786 :15 212 359 236 296 449 655 08:30 234 426 272 319 506 745 45 273 368 280 300 553 668 :00 294 1,209 418 1,410 278 1,334 316 1,223 572 2,542 734 2,633 09:15 288 349 314 286 602 635 30 326 326 364 331 690 657 .45 300 317 378 290 678 607 10:00 356 1,334 338 1,278 388 1,606 294 1,039 744 2,940 632 2,317 15 302 364 416 268 718 632 30 362 316 412 248 774 564 :45 314 260 390 229 704 489 11:00 318 1,283 304 1,017 444 1,759 240 822 762 3,042 544 1,839 339 268 423 208 762 476 115 :30 338 234 438 204 776 438 11:45 288 211 454 _170 742 381 46.8 49.4 24,127 53.2 50.6 25,484 49,611 Day Splits 48.6 51.4 P Hour 10:00 05:30 11:00 05:30 11:00 05*30 V me 1,334 1,637 1,759 1,711 3,042 3,348 Factor 0.92 0.98 0.97 0.94 0.98 0.96 1ata File: $TM$0001 1 Pnnted:8/11/2003 Page 3 Headingl Heading2 Heading3 I� Tittel : Newport Blvd. Title2 : Btwn 32nd & Finley Site: Date: 08/10/03 Interval -N/B S/B -Combined uay: Sunday Begin AM PM AM PM AM PM---- 12:00 203 715 272 1,186 152 518 398 1,632 355 1,233 670 2,818 12:15 194 327 126 408 320 735 , 12:30 174 294 124 410 298 704 - 12:45 144 293 116 416 260 709 01:00 180 577 315 1,280 96 324 384 1,614 276 901 699 2,894 ' 01:15 136 314 80 411 216 725 01:30 138 325 82 410 220 735 01:45 123 326 66 409 189 735 02:00 I18 292 348 1,418 65 181 386 1,589 183 475 734 3,007 02:15 74 338 49 387 123 725 02:30 02:45 50 50 380 352 38 29 420 396 88 79 800 748 03:00 34 95 333 1,457 24 88 384 1,579 58 183 717 3,036 03:15 27 364 24 385 51 749 03:30 19 334 20 402 39 756 03:45 15 406 20 408 35 814 000 19 62 424 1,556 18 119 409 1,515 37 181 833 3,071 04:15 10 362 15 350 25 712 0430 14 390 34 386 48 776 04:45 19 380 52 370 71 750 05:00 7 76 407 1,548 45 220 424 1,600 52 296 831 3,148 05:15 24 352 52 390 76 742 , 05:30 29 425 59 406 88 831 05.,45 16 364 64 380 80 744 06:00 32 181 395 1,561 80 416 362 1,465 112 597 757 3,026 06:15 40 396 104 364 144 760 06,30 51 402 96 376 147 778 06:45 58 368 136 363 194 731 07:00 66 366 366 1,514 142 619 338 1,362 208 985 704 2,876 , 07:15 90 373 133 378 223 751 07:30 98 379 156 342 254 721 07:45 112 396 188 304 300 700 08:00 144 691 388 1,618 154 770 288 1,072 298 1,461 676 2,690 ' 08:15 184 396 178 260 362 656 08:30 168 414 192 284 360 698 08:45 195 420 246 240 441 660 , 09:00 �208 842 447 1,354 298 1,279 250 862 506 2,121 697 2,216 09:15 218 343 265 208 483 551 09:30 190 298 324 184 514 482 09:45 226 266 392 220 618 486 ' 10:00 235 979 300 897 396 1,649 208 625 631 2,628 508 1,522 10:15 209 204 428 146 637 350 10:30 242 222 399 156 641 378 ' 10:45 293 171 426 115 719 286 11:00 306 1,163, 166 551 428 1,676 106 346 734 2,839 272 897 11:15 310 156 421 88 731 244 ' 11:30 256 124 414 87 670 211 IIA5 291 105 413 65 704 170 Totals 6,039 15,940 77859 15,261 13,898 31,201 Split% 43.5 51.1 56.5 48.9 Day Totals 21,979 23,120 45,099 Day Splits 48.7 51.3 Peak Hour 10:45 08:15 10:45 12:00 10:45 04A5 , Volume 1,165 1,677 1,689 1,632 2,854 3,154 Factor 0,94 0.94 0.99 0.98 0,97 0.95 Data File: STM50001 1 1 _ Printed:8111/2003 Page: 4 Headingl Headingl Heading3 Titlel : Newport Blvd. 'liile2 : Btwn 32nd & Finley Site: Date: 08/11/03 Begin AM PM AM PM AM PM 2:00 82 258 • 56 207 * 138 465 2:15 76 * 56 * 132 2:30 50 * 61 * ill 12:45 50 • 34 • 84 « 46 156 * 36 117 * 82 273 11:00 1:15 57 * 22 * 79 01:30 28 * 38 * 66 25 * 21 * 46 41:45 2:00 33 92 * 10 59 * 43 151 " 2:15 23 * 22 " 45 02:30 18 * 9 • 27 2:45 18 * 18 * 36 3:00 9 36 * 9 37 * 18 73 03:15 9 * 8 * 17 10 * it * 21 43:30 3:45 8 * 9 * 17 4:00 12 48 * 10 64 * 22 112 8 * 11 * 19 14:15 4:30 18 * 15 * 33 4:45 10 * 28 • 38 05:00 30 192 * 28 168 * 58 360 30 * 42 * 72 �5:15 5:30 56 * 38 " 94 05:45 76 * 60 * 136 " 95 495 * 96 415 * 191 910 " 06:00 6:15 100 * 107 * 207 6:30 114 * 104 * 218 " 06:45 186 * 108 * 294 7:00 202 1,016 * 149 655 * 351 1,671 17:15 250 * 140 * 390 07:30 290 * 182 * 472 274 * 184 * 458 07:45 8:00 306 1,147 * 219 896 * 525 2,043 8:15 252 * 198 * 450 08:30 299 * 215 * 514 8:45 290 * 264 * 554 9:00 6 6 * 6 6 * 12 12 09:15 0 * 0 * 0 30 0 * 0 " 0 :45 f0:00 0 * 0 r 0 + 0 * 0 * 0 50 C3S r r + r r + 11:00 + + + 15 r + r + + + 111:30 r r + + r + 11:45 ,._._,_ 2 .., o aon n s.mn n 56.8 3,446 43.2 2,624 6,070 Day Splits 36.8 43.2 P Hour 08:00 * 08:00 * 08:00 me 1,147 * 896 * 2,043 Factor 0.94 * 0.85 * 0.92 1 Data File: STM$0001 / Pnnted : 8/11/2003 Page: 5 CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS TRAFFIC ENGINEERING I : Newport Blvd. : Btwn 32nd & Finley Site: Date: 08/11/03 : Counter#0018 Interval Day: Monday 1 Begin NB - S/B Combined- 12:AM * * 0 01:00 * * 0 02:00 * * 0 1 03:00 * * 0 04:00 * * 0 05:00 * 0 i 06:00 * * 0 07:00 * * 0 08:00 2 2 4 09:00 1,124 1,018 2,142 ' 10:00 1,026 1,210 2,236 11:00 1,026 1,607 21633 12:PM 1,254 1,646 2,900 1 01:00 1,276 1,467 2,743 02:00 1,304 1,335 2,639 03.00 1,356 1,380 2,736 04:00 1,448 1,400 2,848 05:00 1,282 1,588 2,870 06:00 1,186 1,579 21765 07:00 1,092 1,270 2,362 1 08:00 1,084 954 2,038 09:00 946 784 1,730 10:00 739 588 1,327 11:00 424 328 752 Totals 16,569 18,156 34,725 Split% 47.7 52.3 AM Peak 09:00 11:00 11:00 Volume 1124 1607 2633 PM Peak 04:00 12:00 12:p0 Volume 1448 1646 2900 a -7,XMo�°,k I i 1 1 Data File: STMS0007 t Pnnted: 8/19/2003 Page: 1 CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS TRAFFIC ENGINEERING ' : Newport Blvd. : Btwn 32nd & Finley : Counterlt0018 1 01:00 168 �2:00 73 3:00 43 04!00 68 5:00 206 6:00 500 7:00 1,120 08:00 1,182 �9:00 1,080 0:00 1,146 11:00 1,094 PM 1,251 1:00 1,271 2:00 1,395 03:00 1,338 �4:00 1,376 5:00 1,334 06:00 1,255 :00 1,4 8:00 1,45451 9:00 1,260 00818 Tls 1.:00 636 636 21,481 Sit % AM Peak IIme eak Volume I I I 1 1 Data File: $TM$0007 49.1 08:00 1182 08:00 1451 .106 60 52 88 174 487 661 877 1,051 1,412 1,573 1,622 1,392 1,322 1,384 1,438 1,779 1,760 1,446 1,208 961 274 133 95 156 380 987 1,781 2,059 2,131 2,558 2,667 2,873 2,663 2,717 2,722 2,814 3,113 3,015 2,660 2,659 2,221 Site: Date: 08/12/03 Day: CITY OF NEWPORT BEACH ' DEPARTMENT OF PUBLIC WORKS TRAFFICENGINEERING : Newport Blvd. Site: : Btwn 32nd & Finley Date: 08/13/03 Counter #0018 Day: Wednesday '.Interval Begin NB- SIB Combined- 12:AM 362 204 566 01:00 236 127 363 02:00 110 86 196 , 03:00 56 51 107 04:00 70 66 136 05:00 198 222 420 06:00 515 458 973 ' 07:00 1,072 685 1,757 08:00 1,173 844 2,017 09:00 1,074 1,024 2,098 10:00 1,085 1,291 2,376 11:00 1,141 1,584 2;725 12TM 1,185 1,570 2,755 01:00 1,290 1,456 2,746 02:00 1,315 1,316 2,631 03:00 1,254 1,326 2,580 04:00 1,258 1,358 2,616 , 05:00 1,386 1,680 3,066 06:00 1,342 1,695 3,037 07:00 1,275 1,384 2,659 08:00 1,191 1,110 2,301 09:00 1,050 886 1,936 10:00 810 681 1,491 11:00 490 370 860 ; Totals 20,938 21,474 42,412 Split % 49.4 50.6 AM Peak 08:00 11:00 11:00 Volume 1173 1584 2725 ' PM Peak 05:00 06:00 05:00 Volume 1386 1695 3066 , 1 I 1 1 1 n,«. rn.. crn.rennno Printed: 8/19/2003 Paee: 3 CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS TRAFFIC ENGINEERING Newport Blvd. Site: Btwn 32nd & Finley Date: Counter #0018 n N/B _ SIB i;ommnc ;AM 250 238 488 01:00 164 122 286 66 64 130 f2:00 3:00 46 46 92 4:00 76 68 144 176 181 357 (5:00 6:00 472 444 916 7:00 1,066 687 1,753 08:00 1,182 853 2,035 *9:00 1,086 1,055 2,141 0:00 1,108 1,380 .2,488 11:00 1,068 1,488 2,556 1,154 1,626 2,780 jPM i:00 1,253 1,478 2,731 2:00 1,266 ✓ 1,386 2,652 03:00 1,268 1,360 2,628 1,501 1,483 2,984 14:00 5:00 1,484 1,740 3,224 06:00 1,244 1,702 2,946 1,262 1,474 2,736 (7:00 8:00 1,322 1,072 2,394 9:00 1,090 932 2,022 10:00 889 768 1,657 It °/a Peak jume Peak Volume I 48.7 08:00 1182 04:00 1501 51.3 11:00 1488 05:00 1740 11:00 2556 05:00 3224 08/14/03 Data File: $TM$0007 / tt Printed: 8/19/2003 Page: 4 CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS TRAFFIC ENGINEERING �l Newport Blvd. Site; Btwn 32nd & Finley Date: 08/15/03 Counter#0018 Interval Day: Friday Reein NB - S/B Combined-- 12:AM 405 270 675 J! 01:00 248 189 437 02:00 132 113 245 03:00 77 49 126 04:00 72 76 148 05:00 171 213 384 06:00 476 448 924 ' 07:00 999 714 1,713 08:00 1,148 920 2,068 09:00 1,102 1,120 2,222 10:00 1,123 1,384 2,507 11:00 1,122 1,565 2,687 12:PM 1,179 1,614 2,793 01:00 1,350 1,549 2,899 02:00 1,343 1,382 2,725 03:00 1,384 1,374 2,758 04:00 1,432 1,464 2,896 05:00 1,334 1,661 2,995 06:00 1,280 1,686 2,966 07:00 1,297 1,473 2,770 08:00 1,342 1,240 2,582 09:00 1,072 1,052 2,124 10:00 1,147 996 2,143 1 L00 894 756 1 650 Totals 22,129 23,308 45,437 Split % 48.7 51.3 AM Peak 08:00 11:00 11:00 Volume 1148 1565 2687 PM Peak 04:00 06:00 05:00 Volume 1432 1686 2995 CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS TRAFFIC ENGINEERING Newport Blvd. Site: Btwn 32nd & Finley Date: 08/16/03 Counter#0018 Interval Day: Saturday 01:00 2:00 3:00 4:00 05:00 16:00 7:00 08:00 IF9:00 0:00 11:00 PM 100 2:00 03:00 �4:00 5:00 06:00 �:00 8:00 9:00 10:00 t% Peak V lume Peak Volume I Data File: STMS0007 NIB - SB 572 260 98 88 135 250 542 916 1,183 1,324 1,175 1,148 1,276 1,413 1,421 1,500 1,510 1,521 1,490 1,491 1,324 1,277 23,582 49.4 10:00 1324 06:00 1521 312 160 78 104 233 482 696 964 1,361 1,438 1,629 1,576 1,562 1,498 1,477 1,594 1,508 1,524 1,476 1,238 1,063 971 754 4,186 884 420 176 192 368 732 1,238 1,880 2,544 2,762 2,804 2,724 2,838 2,911 2,898 3,094 3,018 3,045 2,966 2,729 2,387 2,248 L790 CITY OF NEWPORT BEACH ' DEPARTMENT OF PUBLIC WORKS TRAFFIC ENGINEERING : Newport Blvd. Site: : Btwn 32nd & Finley Date: 08/17/03 : Counter#0018 Interval Day: Sunday Begin N/B - S/B Combined- 12:AM 726 464 1,190 01:00 562 301 863 02:00 228 187 415 03:00 123 92 215 04:00 67 146 213 05:00 06:00 88 169 218 368 306 537 07:00 362 608 970 08:00 688 728 1,416 09:00 898 1,206 2,104 10:00 1,004 1,344 2,348 ' 11:00 1,14f 1,582 2,723 12:PM 1,156 1,646 2,802 01:00 1,205 1,566 2,771 02:00 1,322 1,492 2,814 03:00 1,528 1,476 3,004 04:00 1,566 1,528 3,094 05:00 1,619 1,488 3,107 06:00 1,608 1,338 2,946 07:00 1,561 1,219 2,780 08:00 1,531 845 2,376 09:00 1,168 744 1,912 10:00 796 512 1,308 11:00 410 358 768 Totals 21,526 21,456 42,982 Split % 50,1 49.9 AMPeak 11:00 11:00 11:00 Volume 1141 1582 2723 PM Peak 05:00 12:00 05:00 Volume 1619 1646 3107 I ' Data File : aTMS0007 J 1 , Printed; 811912003 Page: 7 ' Interval Newport Blvd. Btwn 32nd & Finley Counter#0018 CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS TRAFFIC ENGINEERING Site: Date: 08/18/03 Day: Monday S/B Combined — :AM 240 162 402 01:00 110 121 231 70 48 118 �2:00 3:00 40 29 69 4:00 66 52 118 209 148 357 15:00 6:00 492 422 914 7:00 1,007 614 1,621 08:00 1,133 817 1,950 *9:00 0 0 0 0:00 * * 0 11:00 * * 0 PM * * 0 100 * * 0 2:00 * * 0 03:00 * * 0 * * 0 �4:00 5:00 * * 0 06:00 * * 0 * * 0 8:00 8:00 * * 0 9:00 * * 0 10:00 * * 0 * * 0 J1:00 r, 3.367 2,413 5,780 S t% Peak jume Peak Volume 1 58.3 41.7 08:00 08:00 08:00 1133 817 1950 * * * -1 -1 -1 Data File : $TM$0007 Printed : 8/19/2003 Page: 8 CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS ' TRAFFIC ENGINEERING ; Newport Blvd. Site: Date: 08118/03 : Btwn 32nd &Finley : Counter40024 Interval NIB SIB - Coeibined Day: Monday Bc 'n AM PM AM PM AM PM 12:00 * 287 1,129 • 385 1,539 • 672 2,668 12:15 « 285 + 406 • 691 , 12:30 + 269 • 370 • 639 - 12:45 " 288 • 378 • 666 01:00 • 296 1,190 * 398 1,463 • 694 2,653 01:15 • 306 • '363 • 669 01:30 • 303 " 348 • 651 01:45 ` 285 • 354 " 639 02:00 * 306 1,196 ' 364 1,264 * 670 2,460 ' 02:15 " 312 ' 302 " 614 02:30 + 292 • 318 * 610 02:45 * 286 • 280 • 566 03:00 • 341 1,289 • 304 1,241 * 645 2,530 03:15 " 306 ' 310 • 616 03:30 • 342 • 320 " 662 03:45 • 300 • 307 ' 607 04:00 • 339 1,286 • 321 1,387 • 660 2,673 04:15 • 318 • 358 • 676 04:30 • 298 • 354 * 652 , 04:45 " 331 " 354 • 685 05:00 • 376 1,217 • 432 1,642 " 808 2,859 05:15 " 267 ' 390 • 657 ' 05:30 ' 286 • 398 ' 684 05:45 + 288 • 422 • 710 06:00 " 334 1,281 • - 382 1,577 • 716 2,858 06:15 • 297 • 429 * 726 06:30 • 338 ; 394 ' 732 06:45 • 312 * 372 • 684 07:00 " 278 1,105 " 354 1,283 • 632 2,388 , 07:15 " 293 ' 308 • 601 07:30 • 288 • 314 " 602 07:45 • 246 • 307 * 553 08:00 • 300 1,011 + 266 972 • 566 1,993 , 08:15 " 250 * 236 • 486 08:30 • 253 • 260 * 513 08:45 • 209 • 210 ' 418 , 09:00 87 807 188 827 89 796 189 741 176 1,603 377 1,568 09:15 234 210 222 202 456 412 09:30 228 241 237 198 465 439 � 09:45 258 188 248 152 506 340 10:00 250 1,005 168 606 295 1,152 146 468 545 2,157 314 1,074 10:15 245 170 273 138 518 308 10:30 244 144 284 90 528 234 10:45 266 124 300 94 566 218 11:00 240 974 108 336 301 1,405 72 258 541 2,379 180 594 11:15 256 98 343 70 599 620 168 136 11:30 250 64 370 72 IIAS 228 66 391 44 619 110 Totals 2,786 12,473 3,353 13,835 6,139 26,308 Split% 45.4 47.4 54.6 52.6 Day Totals 15,259 17,188 32,447 Day Splits 47.0 53.0 Peak Hour 10:45 04:15 11:00 05:00 11:00 05:45 ' Volume 1,012 1,323 1,405 1,642 2,379 2,884 0.98 Factor 0.95 0.88 0.90 0.95 0.96 Data File: STM$0001 1 1 Printed:8/25/2003 Page:I CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS TRAFFIC ENGINEERING Site: Newport Blvd. Date: 08/19/03 Btwn 32nd & Finley lntervat Be 'n AM PM AM _.. PM AM PM 00 53 193 265 1,123 64 183 384 1,489 117 376 649 2,612 15 55 264 46 359 101 623 12:30 49 293 39 360 88 658 45 36 296 34 386 70 682 00 24 95 276 1,207 29 95 387 1,337 53 190 663 2,544 :15 28 373 24 328 52 701 01:30 21 271 18 322 39 593 22 287 24 300 46 587 �45 :00 19 51 303 1,192 17 49 328 1,284 36 100 631 2,476 02:15 10 282 13 302 23 584 30 13 310 12 332 25 642 45 9 297 7 322 16 619 :00 7 30 306 1,252 9 34 359 1,313 16 64 665 2,565 03:15 11 318 11 312 22 630 4 316 6 325 10 641 130 :45 8 312 8 317 16 629 04:00 7 61 318 1,238 12 59 340 1,384 19 120 658 2,622 15 11 326 7 336 18 662 130 20 328 20 346 40 674 4:45 23 266 20 362 43 628 05:00 28 190 319 1,260 17 152 365 1,547 45 342 684 2,807 40 308 29 392 69 700 115 :30 54 317 42 374 96 691 05:45 68 316 64 416 132 732 0 89 488 290 1,181 96 391 401 1,748 185 879 691 2,929 F:1O 5 93 320 102 417 195 737 130 299 85 467 215 766 45 176 272 108 463 284 735 00 (15 174 1,004 272 1,188 143 612 400 1,562 317 1,616 672 2,750 238 316 149 420 387 736 07:30 300 271 148 403 448 674 292 329 172 339 464 668 145 8:00 312 1,166 304 1,096 184 798 266 1,020 496 1,964 570 2,116 08:15 292 222 199 262 491 484 268 291 189 240 457 531 08:30 8:45 294 279 226 252 520 531 9:00 210 921 268 927 233 952 231 854 443 1,873 499 1,781 09:15 233 235 244 233 477 468 237 214 226 212 463 426 19:30 9:45 241 210 249 178 490 388 10:00 223 950 214 687 255 1,262 172 584 478 2,212 386 1,271 0:15 226 183 332 175 558 358 00:30 243 133 354 115 597 248 0:45 258 157 321 122 579 279 11100 266 1,059 156 478 327 1,423 105 373 593 2,482 261 851 1:15 262 102 327 383 108 87 589 675 210 211 1:30 292 124 ...1 111 o< 3R6 73 625 169 47.0 49.2 53.0 Day Totals 19,037 20,505 39,542 ISplits 48.1 51.9 k Hour 07:30 03:45 11:00 06:30 11:00 06:00 Volume 1,196 1,284 1,423 1,70 2,482 2,929 Factor 0.96 0.98 0.92 0.94 0.92 0.96 5 ' Data File : 5TM$0001 Printed : 8/2512003 Page: 2 CITY OF NEMTORT BEACH DEPARTMENT OF PUBLIC WORKS TRAFFIC ENGINEERING NmVortBlvd. Site: Date: 08/20/03 Btwn 32nd & Finley Interval Counter N0024 NB SB - Combined Day. Wednesday Begin AM PM AM PM AM PM 12:00 71 298 268 1,129 72 201 361 1,491 143 499 629 2,620 12:15 81 260 46 377 127 637 12:30 66 293 47 336 113 629 - 12:45 80 308 36 417 116 725 01:00 49 215 302 1,169 36 118 334 1,386 85 333 636 2,555 01:15 48 280 32 348 80 628 01:30 62 260 26 372 88 032 01:45 56 327 24 332 80 659 02:00 25 85 296 1,248 20 51 350 1,275 45 136 646 2,523 ' 02:15 26 314 11 310 37 624 , 02:30 16 308 12 316 28 624 02,.45 18 330 8 299 26 629 03:00 13 51 326 1,348 14 43 315 1,315 27 94 641 2,663 03:15 16 340 8 298 24 638 03:30 12 324 9 344 21 668 0145 10 358 12 358 22 716 04:00 11 68 342 1,363 9 61 316 1,376 20 129 658 2,739 04:15 12 309 5 352 17 661 04:30 23 330 23 336 46 666 , 04:45 22 382 24 372 46 754 05:00 21 198 381 1,348 26 155 384 1,669 47 353 765 3,017 05:15 44 364 32 400 76 764 ' 0530 57 291 37 430 94 721 05:45 76 312 60 455 136 767 06:00 78 485 326 1,194 96 385 428 1,655 174 870 754 2,849 06:15 104 280 88 412 192 692 , 06:30 124 298 76 436 200 734 WAS 07:00 179 188 1,042 290 289 1,137 125 148 685 379 366 1,421 304 336 1,727 669 655 2,558 ' 07:15 270 265 170 404 440 669 07:30 272 312 177 317 449 629 07:45 312 271 190 334 502 605 08:00 290 1,163 284 1,049 196 S29 283 1,113 486 1,992 567 2,162 09:15 271 284 232 316 503 600 08:30 314 251 183 276 497 527 08:45 288 230 218 238 506 468 , 09:00 274 1,007 272 985 217 1,005 210 �11 491 2,012 482 1,796 09:15 208 238 222 208 430 446 09:30 253 262 254 168 507 430 09:45 272 213 312 225 584 438 10:00 238 1,008 202 735 314 1,270 179 554 552 2,278 381 1,289 10:15 262 189 318 142 580 331 10:30 264 192 329 121 593 313 , 10:45 244 152 309 112 553 264 11:00 238 1,009 123 421 326 1,531 86 332 564 2,540 209 753 11:15 249 120 393 78 642 158 , 11:30 276 80 388 98 664 178 HAS 246 98 424 70 670 168 Totals 6,629 13,126 6,334 14,398 12,903 27,524 Split% Sl.l 47.7 48.9 52.3 Day Totals Day Splits Peak Hour Volume Factor 19,755 48.8 07:45 04:30 1,187 1,457 095 0.95 20,732 51.2 11:00 05:45 1,531 1,731 0.90 0.95 40,487 11:00 05:00 2,540 3,017 0.95 0.98 Data File: STMS0001 , 1 e!V Printed : 8/25/2003 Page: 3 ' CITY OF NEWkORT BEACH DEPARTMENT OF PUBLIC WORKS TRAFFIC ENGINEERING Site: Newport Blvd. Date: 08/21/03 Btwn 32nd &Finley Begin AM PM AM PM AM PM 00 68 221 263 1,137 57 197 348 1,420 125 418 fill 2,557 15 49 308 46 378 95 686 :30 58 270 53 364 111 634 12:45 46 296 41 330 87 626 30 125 314 1,225 38 116 330 1,333 68 241 644 2,558 100 15 30 296 28 352 58 648 01:30 37 284 29 312 66 596 45 28 331 21 339 49 670 r:00 25 65 312 1,318 20 78 330 1,288 45 143 642 2,606 02:15 16 346 21 322 37 668 30 12 332 18 354 30 686 145 12 328 19 282 31 610 .00 12 46 290 1,279 9 41 306 1,299 21 87 596 2,578 03:15 12 306 7 322 19 628 11 326 12 350 23 676 r30 :45 11 357 13 321 24 678 04:00 19 73 323 1,260 12 58 334 1,412 31 131 657 2,672 15 16 312 9 334 25 646 30 13 315 18 348 31 663 :45 25 310 19 396 44 706 05:00 32 200 323 1,281 24 173 409 1,619 56 373 732 2,900 45 328 41 397 86 725 115 :30 56 344 40 398 96 742 05:45 67 286 68 415 135 701 00 94 502 290 1,146 86 404 445 1,732 180 906 735 2,878 15 98 294 102 420 200 714 :30 136 288 98 432 234 720 06:45 174 274 118 435 292 709 160 957 284 1,164 141 670 438 1,479 301 1,627 722 2,643 100 :15 218 266 169 430 387 696 07:30 301 318 178 302 479 620 45 278 296 182 309 460 605 �:00 290 1,117 302 1,106 190 837 300 1,051 480 1,954 602 2,157 08:15 258 271 187 258 445 529 30 275 296 232 253 507 549 145 294 237 228 240 522 477 :00 252 1,043 294 998 224 975 246 910 476 2,018 540 1,908 09:15 260 229 242 227 502 456 277 243 249 243 526 486 `30 ,45 254 232 260 194 514 426 10:00 254 1,028 215 760 278 1,202 213 716 532 2,230 428 1,476 15 264 202 292 178 556 380 30 (45 264 191 310 157 574 348 246 152 322 168 568 320 11:00 236 945 126 478 316 1,383 138 434 552 2,328 264 912 248 128 318 100 566 228 115 :30 225 134 373 115 598 249 11,as 236 90 376 81 612 171 47.2 49.2 52.8 'T 40,301 D19474 0827 Ime Splits 48.3 51.7 Hour 07:30 01:45 11:00 06:30 11:00 04:45 1,127 1,321 1,383 1,735 2,328 2,905 Factor 0.94 0.95 0.92 0.99 0.95 0.98 1 ata File: $TM$0001 1 1� Printed: 8/25/2003 Page: 4 CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS , TRAFFIC ENGINEERING Newport Blvd. Site: Btwn 32nd & Finley Date: 08/22/03 Counter #0024 , Interval NB SIB Combined Day: Friday Bcain AM PM AM PM AM PM 12:00 110 332 292 1,158 76 255 458 1,617 186 587 750 2,775 12:15 90 282 77 380 167 662 ' 12:30 72 272 60 377 132 649 12:45 60 312 42 402 l02 714 01:00 70 239 314 1,264 42 137 350 1,441 112 376 664 2,705 01:15 72 314 43 372 115 686 01*30 47 332 26 384 73 716 01,45 50 304 26 335 76 639 02:00 32 83 337 1,358 33 90 341 1,395 65 173 678 2,753 02:15 21 339 26 376 47 715 , 02:30 19 348 15 346 34 694 02:45 11 334 16 332 27 666 ' 03:00 16 52 386 1,383 12 46 3A 1,372 28 98 704 2,755 03:15 18 316 11 340 29 656 03:30 10 338 9 348 19 686 03:45 8 343 14 366 22 709 04:00 6 56 348 1,356 11 66 362 1,553 17 122 710 2,909 04:15 17 358 10 382 27 740 04:30 18 318 16 405 34 723 , 04:45 IS 332 29 404 44 736 05:00 25 194 346 1,292 32 198 422 1,698 57 392 768 2,990 05:15 54 332 41 408 95 740 05:30 57 318 43 438 100 756 05:45 58 296 82 430 140 726 06:00 98 454 317 1,255 112 460 440 1,756 210 914 757 3,011 06:15 103 292 94 466 197 758 ' 06:30 108 354 112 422 220 776 06:45 07:00 145 201 998 292 316 1,235 142 144 627 428 360 1,434 287 345 1,625 720 676 2,669 07:15 216 284 181 378 397 662 07:30 284 318 160 374 444 692 07:45 297 317 142 322 439 639 08:00 272 1,113 336 1,192 251 935 359 1,259 523 2,049 694 2,451 ' 08:15 286 307 246 293 532 600 08:30 ill 285 304 196 316 481 620 08:45 270 245 242 292 512 537 ' 09:00 258 1,046 300 1,080 260 1,072 326 1,138 518 2,118 626 2,218 09:15 242 268 264 252 506 520 09:30 260 264 278 320 538 584 , 09:45 286 248 270 240 556 488 10:00 222 987 262 1,063 292 1,249 248 966 514 2,236 510 2,029 10:15 244 294 318 248 562 542 10:30 252 266 511 254 563 520 , 10:45 269 241 328 216 597 457 11:00 286 1,128 220 806 332 1,478 190 711 619 2,606 410 1,517 11:15 282 216 352 176 634 392 , 11:30 286 200 398 187 684 387 11:45 274 170 _ 396 158 670 328 Split°/a 50.3 46.9 Day Totals 21,124 Day Splits 47.9 Peak Hour 07:45 Volume 1,140 Factor 0.96 53.1 22,953 44,017 52.1 02:15 11:00 05:30 11:00 05:45 1,407 1,478 1,774 2,606 3,017 0.91 0.93 0.95 0.95 0.97 I I 1 Data File: STMS0001 ) 7n Printed:8/252003 Page:5 CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS TRAFFIC ENGINEERING Site: Newport Blvd, . : Date: 08/23/03 Btwn 32nd & Finley Counter#0024 ------ Be m� AM PM AM PM AM PM 0 140 581 290 1,092 100 397 402 1,589 240 978 692 2,681 5 C1O 163 256 108 388 271 644 152, 266 98 390 250 656 12:45 126 280 91 409 217 689 00 109 444 298 1,218 74 251 389 1,647 183 695 687 2,865 :15 112 290 68 412 180 702 01:30 102 304 68 418 170 722 45 121 326 41 428 162 754 00 12 87 256 314 1,298 70 176 428 1,672 157 432 742 2,970 :15 77 306 51 436 128 742 , 30 54 314 35 402 89 716 t45 38 364 20 406 58 770 oo 30 97 313 1,393 18 72 420 1,614 48 169 733 3,007 03:15 36 366 16 406 52 772 15 358 26 410 41 768 r30 3:45 16 356 12 378 28 734 04:00 31 77 403 1,543 27 107 402 1,638 58 184 805 3,181 15 14 376 25 384 39 760 30 (4:45 16 406 24 410 40 816 16 358 31 442 47 8o0 05:00 16 110 406 1,528 43 247 436 1,674 59 357 842 3,202 18 364 54 430 72 794 U15 O 30 371 68 391 98 762 05:45 46 387 82 417 128 804 35 246 383 1,550 80 453 386 1,564 115 699 769 3,114 06:00 6:15 52 405 101 418 153 823 6:30 67 404 138 396 205 800 06:45 92 358 134 364 226 722 7:00 88 510 354 1,438 170 725 361 1,444 258 1,235 715 2,882 17:15 114 334 150 386 264 720 07:30 124 368 182 393 306 761 184 382 223 304 407 686 47:45 8:00 214 842 350 1,412 221 941 290 1,266 435 1,783 640 2,678 8:15 247 368 210 286 427 654 30 185 362 238 360 423 722 45 (00 226 332 272 330 498 662 254 1,164 340 1,280 270 1,267 280 1,101 524 2,431 620 2,381 09:15 300 318 278 272 578 590 9:30 297 314 331 283 628 597 9:45 313 308 388 266 701 574 10:00 315 1,228 324 1,228 348 1,404 268 955 663 2,632 592 2,183 323 314 332 271 655 585 00:15 0:30 310 314 352 204 662 518 0:45 280 276 372 212 652 488 11:00 277 1,082 244 929 406 1,639 200 663 683 2,721 444 1,592 1:15 275 244 417 175 692 419 1:30 252 245 402 162 654 407 11:45 278 196 _ 414 126 692 _ 322 46.4 48.6 53.6 Day Totals 22,546 24,506 47,052 In Splits 47.9 52.1 k Hour 09:45 05:45 11.00 04:30 11:00 04:30 ume 1,261 1,579 1,639 1,718 2,721 3,252 Factor 0.98 0.97 0.98 0.97 0.98 0.97 I ata File : STMS0001 ,� , Printed : 825/2003 Page : 6 I CITY OP` NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS TRAFFIC ENGINEERING NewportBlvd. Btwn 32nd & Finley Site: Date: 08124/03 L IlG1 YY, Be in AM PM AM PM AM PM 12:00 182 663 282 1,183 137 488 433 1,670 319 1,151 715 2,853 12:15 177 305 112 421 289 726 , 12:30 155 294 134 406 289 700 12:45 149 302 105 410 254 712 01:00 128 502 316 1,173 95 304 428 1,687 223 806 744 2,860 01:15 125 296 83 424 208 710 01:30 128 279 65 415 193 694 01:45 121 292 61 420 182 712 02:00 '90 283 336 1,444 54 178 427 1,608 144 461 763 3,052 ' 02:15 80 384 56 436 136 820 02:30 65 362 32 388 97 750 02:45 48 362 36 357 84 719 , 03:00 32 110 361 1,510 24 Ill 412 1,521 56 221 773 3,031 Q3:15 31 384 28 358 59 742 03:30 24 378 27 369 51 747 03:45 23 387 32 382 55 769 04:00 26 72 387 1,601 26 113 379 1,450 52 185 766 3,051 04:15 16 406 28 346 44 752 04:30 12 424 32 354 44 778 ' 04:45 18 384 27 371 45 755 05:00 17 89 386 1,557 34 l89 348 1 > 371 51 278 736 2,923 05:15 22 372 43 354 65 726 , 05:30 26 401 48 331 74 732 05:45 24 396 64 338 88 734 06:00 46 187 384 1,540 58 116 348 1,384 104 303 732 2,924 06:15 27 411 2 330 29 741 , 06:30 48 406 0 352 48 758 06:45 66 339 56 354 122 693 07:00 50 346 373 1,521 133 622 292 1,118 183 968 665 2,639 ' 07:15 82 350 146 287 228 637 07i30 104 380 164 278 268 658 07:45 110 418 179 261 289 679 08:00 130 580 386 1,364 177 721 203 $59 307 1,301 589 2,223 ' 08:15 149 346 154 244 303 500 08:30 143 318 145 194 288 512 08:45 158 314 245 218 403 532 ' 09:00 201 825 308 1,036 212 1,106 194 679 413 1,931 $02 1,715 09:15 196 250 265 184 461 434 09:30 190 252 296 160 486 412 , 09:45 238 226 333 141 571 367 10:00 213 975 190 671 304 1,439 146 426 517 2,414 336 1,097 10:15 242 198 372 108 614 306 10:30 230 160 357 82 587 242 ' 10:45 290 123 406 90 696 213 11:00 284 1,149 108 373 386 1,626 82 256 670 2,775 190 629 11:15 288 121 416 72 704 193 ' 11:30 305 84 412 52 717 136 11:45 272 60 412 50 684 110 Totals 5,781 14,973, 7,013 14,029 12,794 29,002 Split% 45.2 51.6 54.8 48.4 ' Day Totals, 20,754 Day Splits 49.7 Peak Hour 10:45 volume 1,167 Factor 0.96 21,042 41,796 50.3 03:45 11:00 01:30 10:45 03:45 1,604 1,626 1,698 2,787 3,065 0.95 0.98 0.97 0.97 0.98 r CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS TRAFFIC ENGINEERING Site: Newport Blvd. Date: 08/25/03 Btwn 32nd &Finley Counter #0024 S/B —Combined Day: Monday hlwval Begin NB AM PM AM PM AM PM pp 60 205 + 52 169 " 112 374 :15 62 " 41 * 103 12:30 46 * 38 * 84 ' 45 37 * 38 ' 75 00 32 115 * 36 100 * 68 215 :15 36 * 22 * 58 ' 01:30 18 * 17 * 35 . 45 29 * 25 * 54 ' 00 11 54 * 19 48 * 30 102 02:15 19 ' 7 * 26 30 11 * 12 * 23 45 (00 13 * 10 * 23 ' IO 28 : 7 42 * 17 70 03:15 7 * 10 * 17 30 5 * 14 * 19 :45 6 * 11 " 17 ' � 04:00 12 81 # 8 70 * 20 151 15 16 * 14 + 30 (30 1821 * 3945 35 # Y7 * 62 ' 05:00 32 210 * 24 130 ` 56 340 5:15 46 * 24 * 70 15:30 52 * 22 + 74 05:45 80 * 60 * 140 ' 6:00 87 443 * 69 362 * 156 805 6:15 1 88 * 98 * 186 06:30 126 * 93 # 219 6:45 142 * 102 * 244 7:00 17:15 202 1,030 + 137 599 ` 339 1,629 " 230 * 146 * 376 07:30 292 # 156 ' 449 " # 160 ' 466 ` �: 8:00 00 284 824 284 * 185 589 * 469 1,413 08:15 262 * 204 * 466 8:30 278 * 200 * 478 " 48:45 0 * 0 • 0 09:15 9:45 10:00 00:15 0:30 4 * * • * # 0:45 * ' 11:00 * * * * w # 11:15 1:30 11:45 Is * 2,990 * 0 * 2,109 + + 0 5,099 # 0 ,it% 58.6 * 41.4 ' Day Totals 2,990 2,109 5,099 Splits 58.6 41.4 k Hour 07:30 * 07:45 "t 07:45 * Volume 1,144 ' 749 * 1,879 " 0.98 Factor 0.93 + 0.92 Data File: $TM$0001 1 o Printed: 8M5/2003 Page: 5 CITY OF NEWPORT BEACH ' DEPARTMMMTOFPUBLICWORKS ' TRAFFIC ENOINEBRINO : NMWPORTBLVD. Site: : Btwn 32nd &Finley Date: 08/25/03 0018 , Interval NB SB - Combined Day: Monday Begin AM PM AM PM AM PM 12:00 • 264 1,037 " 382 1,392 * 646 2,429 12:15 • 284 • 344 • 629 12:30 " 234 + 348 • 582 12:45 " 255 • 318 • 573 01:00 " 283 1,147 • 300 1,266 • 583 2,413 ' 01:15 • 274 ' 338 " 612 01:30 * 300 • 318 " 618 01,43 • 290 • 310 • 600 02:00 • 300 1,184 • 274 1,066 • 574 200 , 02:15 " 292 • 265 " 557 02:30 02:45 • • 306 286 1 * 282 245 " " $88 531 , 03:00 • 282 1,203 236 1,099 • 518 2,302 03:15 " 318 " 292 * 610 03:30 • 305 " 289 " 594 0145 " 298 " 282 " 580 , 04:00 " 331 1,176 " 306 1,289 • 637 2,465 04:15 ' 293 • 312 " 605 04:30 • 278 " 330 • 608 04:45 " 274 * 341 " 615 05:00 " 288 1,081 * 354 1,495 * 642 2,576 05:15 " 239 • 409 " 648 , 05:30 • 290 • 376 * 666 05:45 * 264 • 356 " 620 06:00 " 275 1,090 * 354 1,400 • 629 2,490 06:15 " 274 + 324 • 598 , 06:30 * 254 • 390 " 644 06:45 • 287 " 332 " 619 07:00 " 260 1,031 " 311 1,159 * 571 2,190 ' 07:15 " 241 • 284 * 525 07:30 " 276 " 278 + 554 WAS " 254 " 286 " 540 08:00 " 236 858 " 243 846 * 479 1,704 08:15 * 226 * 221 " 447 08:30 08:45 " * 176 220 * • 212 170 * • 388 390 ' 09:00 240 984 228 766 248 947 178 729 488 1,931 406 1,495 09:15 250 188 231 210 481 398 09:30 250 166 206 172 456 338 09:45 244 184 262 169 506 353 ' 10:00 226 935 147 546 228 1,062 134 451 454 1,997 281 997 10:15 232 165 279 134 511 299 10:30 244 116 291 101 535 217 , 10:45 233 I18 264 82 497 200 11:00 238 976 74 310 312 1,311 72 237 550 2,287 146 547 .. 11:15 247 108 324 62 571 170 ' 11:30 252 74 329 49 581 123 11:45 239 54 346 54 585 108 Totals 2,895 11,429 3,320 12,429 6,215 23,858 Split/. 46.6 47.9 53.4 52.1 ' Day Totals 14,324 15,749 30,073 Day Splits 47.6 52.4 '.Peak Hour 09:00 03:15 11:00 05:00 11:00 05:00 ' Volume 984 1,252 1,311 1,495 2,287 2,576 Factor 0.98 0.95 0.95 0.91 0.98 0.97 II'I_. Data File: STM5000t __..... _ _! 9! / Printed :912/2003 Page: 1 ' CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS TRAFFIC ENGINEERING NEWPORT BLVD. Site: Date: 08/26/03 Btwn 32nd & Finley Bmrwra, e' AM .- PM AM PM AM PM 00 50 163 279 1,111 36 130 352 1,350 86 293 631 2,461 15 33 288 36 370 69 658 :30 40 288 34 300 74 588 12:45 40 256 24 328 64 584 00 23 72 308 1,181 18 71 302 1,281 41 143 610 2,462 1 :15 18 315 20 346 38 661 01:30 16 266 15 331 31 597 45 15 292 18 302 33 594 �:00 18 56 290 1,155 12 45 292 1,117 30 101 582 2,272 02:15 14 310 16 251 30 561 , 30 9 290 7 294 16 584 145 15 265 10 280 25 545 :00 10 28 300 1,143 12 28 329 1,172 22 56 629 2,315 03:15 7 248 2 270 9 518 7 293 6 299 13 592 �30 :45 4 302 8 274 .12 576 04:00 10 49 306 1,148 11 68 268 1,224 21 117 574 2,372 15 13 294 12 308 25 602 130 10 302 21 326 31 628 :45 16 246 24 322 40 568 05:00 32 197 292 1,144 22 148 348 1,477 54 345 640 2,621 47 276 32 366 79 642 115 -:30 54 316 35 373 89 689 05:45 64 260 59 390 123 650 00 89 515 310 1,164 97 443 400 1,537 186 958 710 2,701 115 110 290 100 392 210 682 6:30 148 284 104 385 252 669 06:45 168 280 142 360 310 640 201 1,085 238 1,034 116 610 295 1y165 317 1,695 533 2,199 100 :15 268 250 134 338 402 588 07:30 302 262 176 266 478 528 45 314 284 184 266 498 550 �:00 298 1,146 272 964 184 821 280 1,006 482 1,967 552 1,970 ' 08:15 281 262 209 257 490 519 30 289 242 212 248 501 490 45 (00 278 188 216 221 494 409 223 981 195 780 224 965 212 767 447 1,946 407 1,547 09:15 288 198 225 179 513 377 236 205 252 214 488 419 ,30 9:45 234 182 264 162 498 344 10:00 257 983 204 651 271 1,167 181 555 528 2,150 385 1,206 015 228 154 292 142 520 296 00:30 266 149 276 115 542 264 0:45 232 144 328 117 560 261 11:00 267 1,019 125 415 295 1,355 94 313 562 2,374 219 728 1:15 226 98 344 86 570 184 11:30 258 102 338 66 596 168 11•as 26R 90 378 67 646 157 51.8 47.8 48.2 52.2 Day Totals 18,184 18,815 36,999 ISplits 49.1 50.9 Hour 07:30 03:45 11:00 05:45 11.00 05:30 0 ume 1,195 1,204 1,355 1,567 2,374 2,731 Factor 0.95 0.98 0.90 0.98 0.92 0.96 ' ata File : STMS0001 n Printed : 9/ 2/2003 Page: 2 CITY OF NEWPORT BEACH ' DEPARTMENT OF PUBLIC WORKS ' I TRAFFIC ENGINEERING : NEWPORTBLVD. Site: : Stwn 32nd & Finley Date: 08/27/03 0018NB ' Interval SB Combined Day: Wedndsday Begin AM PM AM PM AM PM 12:00 72 247 269 1,132 50 157 330 1,339 122 404 599 2,471 12:15 64 302 42 339 106 641 ' 12:30 46 274 36 338 82 612 12:45 65 287 29 332 94 619 01:00 34 142 274 1,163 27 88 304 1,248 61 230 578 2,411 , 01:15 31 278 30 329 61 607 01:30 46 303 19 333 65 636 01:45 31 308 12 282 43 590 02:00 18 69 290 1,128 15 54 288 1,148 33 123 57B 2,276 ' 02:15 19 274 ll 318 30 592 , 02:30 17 282 20 258 37 540 02:45 15 282 8 284 23 566 , 03:00 10 46 333 1,236 9 40 278 1,124 19 86 61 t 2,360 03:15 t0 296 W 274 24 570 03:30 14 326 5 290 19 616 03:45 12 281 12 282 24 563 04:00 15 73 317 1,220 30 76 294 1,240 25 149 611 2,460 04:15 12 319 10 332 22 651 04:30 20 290 30 282 50 572 ' 04:45 26 294 26 332 52 626 05:00 30 189 284 1,144 19 159 338 1,368 49 348 622 2,512 05:15 42 274 42 350 84 624 ' 05:30 67 282 40 344 107 626 05:45 50 304 58 336 108 640 06:00 86 492 282 1,089 76 417 350 1,427 162 909 632 2,516 06:15 112 290 95 374 207 664 , 06:30 115 268 110 369 225 637 06:45 07:00 179 213 1,121 249 288 1,125 136 136 749 3,34 282 1,032 315 349 1,870 383 570 2,157 ' 07:15 262 270 164 283 426 553 07:30 338 288 203 245 541 533 07:45 308 279 246 222 554 501 08:00 278 1,162 281 966 243 894 232 835 521 2,056 513 1,801 ' 08:15 306 243 196 195 502 438 08:30 322 228 215 216 537 444 08:45 256 214 240 192 496 406 09:00 248 1,049 214 813 264 948 207 739 512 1,997 421 1,552 09:15 247 202 214 196 461 398 09:30 274 209 230 183 504 392 09:45 280 188 240 153 520 341 ' 10:00 278 1,023 170 590 256 1,088 133 513 534 2,111 303 1,103 10:15 263 142 256 144 519 286 10:30 235 140 268 105 503 245 ' 10:45 247 138 308 131 555 269 11:00 288 1,110 135 392 314 1,288 108 302 602 2,398 243 694 11:15 286 104 330 77 616 181 , 11:30 249 94 312 68 561 162 11:45 287 59 332 49 619 108 Totals 6,723 11,998 5,958 12,315 12,681 24,313 Split% 53.0 49.3 47.0 50.7 ' Day Totals 18,721 18,273 36,994 Day Splits 50.6 49.4 Peak Hour 07:30 03:30 11:00 05:45 11:00 05:45 ' Volume 1,230 1,243 1,288 1,429 2,398 2,573 Factor 0.91 0.95 0.97 0.96 0.97 0.97 Data File: STMS0001 p Printed i 9/ 22003 Page: 3 ' CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS TRAFFIC ENGINEERING NEWPORT BLVD. Date: OS/28l03 . : Btwn 32nd & Finley _ T Date: 0018 7Y4' n AM ,"v PM AM PM AM PM 00 48 187 262 1,093 40 167 242 950 88 354 504 2,043 15 52 272 56 244 108 516 :30 46 299 38 246 84 545 12:45 41 260 33 218 74 478 29 145 314 1,205 24 79 198 816 53 224 512 2,021 100 :15 35 312 22 209 57 521 01:30 55 265 20 217 75 482 45 26 314 13 192 39 506 r2:00 20 67 317 1,313 16 49 185 722 36 116 502 2,035 02:15 20 322 16 173 36 495 , 30 14 354 9 192 23 546 (45 13 320 8 172 21 492 00 7 31 316 1,245 10 43 184 700 17 74 500 1,945 03:15 6 312 10 156 16 468 9 307 9 176 18 483 �30 3:45 9 310 14 184 23 494 04:00 11 57 330 1,255 10 70 173 834 21 127 503 2,089 15 12 310 7 217 19 527 (30 14 290 21 217 35 507 45 20 325 32 227 52 552 05:00 36 197 316 1,149 34 191 239 910 70 388 555 2,059 44 266 41 224 85 490 U5 0 63 276 38 212 101 488 05:45 54 291 78 235 132 526 6:00 70 472 296 1,163 83 374 234 975 153 846 530 2,138 06:15 102 274 81 255 183 529 6:30 116 315 96 254 212 569 45 184 278 114 232 298 510 00 (15 186 1,058 252 1,122 129 596 200 788 315 1,654 452 1,910 282 262 150 217 432 479 07:30 284 328 149 186 433 514 7:45 306 280 168 185 474 465 8:00 314 1,177 324 1,080 184 726 116 502 498 1,903 440 1,582 08:15 282 258 178 137 460 395 289 282 176 118 465 400 18:30 8:45 292 216 188 131 480 347 9:00 250 1,005 296 944 215 869 110 416 465 1,874 406 1,360 09:15 236 216 228 104 464 320 9:30 254 224 214 108 468 332 19:45 265 208 212 94 477 302 10:00 267 1,022 207 711 259 1,005 96 366 526 2,027 303 1,077 0 15 247 194 224 94 471 288 00:30 234 176 264 95 498 271 0:45 274 134 258 81 532 215 11:00 237 1,027 190 558 265 1,105 82 251 502 2,132 272 809 1:15 242 168 284 68 526 236 1:30 274 118 268 53 542 171 11:45 274 82 288 48 562 130 55.0 60.9 45.0 39.1 Day Totals 19,283 ISplits 58.8 k Hour 07:45 02:00 11:00 05:45 11:00 05:45 urne 1,191 1,313 1,105 978 2,132 2,154 Factor 0.95 0.93 0.96 0.96 0.95 0.95 ' ata File : STM$0001 7 7 -2 Printed : 9/ 2/2003 Page: 4 CITY OF NFVROAT BEACH DEPARTMENT OF PUBLIC WORKS TRAFFIC ENGINEERING : NEWPORTBLVD. Silt: Date: 08/29/03 : Btwn 32nd&Finley Interval 0018 N1B SIB Day: Fridny , —Combined Begin AM PM AM PM AM PM 12:00 70 267 ' 34 130 4 104 397 ' 12:15 66 " 36 " 102 12:30 64 • 27 " 91 " — 12:45 67 ` 33 100 " 01:00 60 221 " 29 94 " 89 315 01.15 61 19 "80 \t Ct3• 01:30 54 26 • 80 " fi (�r�h�Ei2 01.45 46 " 20 66 �V�,..,�c'ty� y.Y-^: {,�t..'t'�E`7•' 02:00 45 95 • 16 42 " 61 137 " 02:15 26 ' 14 " 40 " 02:30 17 * 6 • 23 ' 02:45 7 « 6 " 13 ` 03:00 14 47 " 4 29 ' 18 76 " 03:15 10 • 7 " 17 " 03:30 13 " 6 ' 19 03:45 10 * 12 " 22 " 04:00 16 59 ' 6 55 • 22 114 04:15 12 • 12 • 24 ' 04:30 16 " 13 " 29 04:45 IS • 24 " 39 05:00 16 196 ' 20 134 * 46 330 05:15 38 " 20 " 58 05:30 72 • 36 • 108 " Oi:45 60 58 * I18 " 06:00 73 439 • 73 272 " 146 711 06:15 86 " 68 * 154 06:30 130' 57 " 197 " 06:45 150 " 74 " 224 07:00 218 1,065 " 102 455 • 320 1,520 07:15 222 " 102 " 324 07:30 297 ' 126 " 423 " 07:45 328 • 125 " 453 « 08:00 • ' « • " ' 08:15 " • " " • " 08:30 • ' " ' " " GSAS 09:00 " • " " " " 09:15 • " ' " « 09:45 10:00 10:15 • " ' ' 10:30 10:45 11:00 11:15 • ' " " " ' 11:30 ' • " " • " 11:45 " • " " " " Totals 2,389 0 1,211 0 3,600 0 Split°/. 66.4 " 33.6 • ' I,21t1 -A E""'ll' 3,600 Day Totals 2,389 Day Splits 66.4 33. Peak Hour 07:00 • 07:00 " 07:00 Volume 1,065 " 455 ' 1,520 ' Factor 0.81 " 0.90 " 0.84 " Data File: $TMS0001 Printed : 9/ 2/1003 Page: 5 I 1 E i i E APPENDIX M DAILY TRAFFIC VOLUME VARIATION OVER THREE WEEKS 11 n I CUU4 £OOZ £OOZ £OOZ NO £OOZ SON CON £OOZ £OOZ SON £OOZ £OOZ SON £OOZ £OOZ £OOZ £OOZ £OOZ £OOZ £OOZ SON o � 00 00 0 0 0 N 'n N N •t wi \I 19Z;sn6ny'Repsm4l 'LZ;sn6ny'AepsaupaM gZ;snOny'Aepsanl gZ;snOny'AE!puoW VZ;snOny'AepunS £Z 7snOny'Repm;eS ZZ;sn6ny'Aepuj ;Z;snOny'Repsinyl -OZ lsnOny'RepsaupaM '6L;snOny'Repsany '9;;sn6ny'RepuoW T ro O 'L;;snBnV l4epuns 19L;sn6ny'depin;es '9;;sn6ny'Aeppj 'qL;snBny'Aepsinyy '£;;sn6ny'AepsoupaM 'Z;;snOny'Repseny ILL;snOny'RepuoW 'Op;sn6nVIAepuns '60;snOnV-Aepin;es 'g0;snBny'lepp:j LO;sn6ny'Acpsm4l t ADT Day 47683 8/8/2003 ' 49611 8/9/2003 45099 8/10/2003 40779 8/11/2003 43708 8/12/2003 ' 42412 8/13/2003 43248 45437 8/14/2003 8/15/2003 ' 47768 8/16/2003 42982 8/17/2003 39642 8/19/2003 ' 40487 8/20/2003 40301 8/21/2003 44077 8/22/2003 47052 8/23/2003 ' 41796 8/24/2003 36999 8/26/2003 36994 8/27/2003 ' U:\UcJobs\01232\SpeciaiStudies\[JN01232 ADTComparison,xls]Sheetl , i� 1 n u D I "J I I r I P I ,11 n 7 7 IJ APPENDIX N TRIP SOURCE ANALYSIS RAW DATA TABLE 1 ' TRAFFIC SOURCE DATA FOR NORTHBOUND COAST HIGHWAY SOUTH OF NEWPORT COAST DRIVE n u NUMBER START TIME AM/PM =VEHICLE TYPE DESTINATION END TIME PERIOD INITIALS DATE 11 2:05 PM jBlue pick-up truck IN43 2:19 OP CGA 5l9/2002 2 2:12 PM Blue Volvo N88 2:15 OP CGA 5/13/2002 3 2:23 PM Black Toyota Cam A 2:37 OP CGA 5113/2002 4 2:10 PM Blue Audi N87 2:14 OP CGA 5/1412002 5 2:20 PM Blue Jeep N25 2:30 OP CGA 5/14/2002 6 2:55 PM Toyota Landcrwser N88 2:56 OP CGA 5/14/2002 7 6:47 AM Red SUV 0 6:56 OP ED 5/15/2002 8 7:59 AM Green Rav4 N95B 8:10 AM IED 5/16/2002 9 4:14 PM White Carnry N56 4:17 OP CF 5120/2002 10 4:23 PM Silver Audi . N58B 4:35 PM CF 5/20/2002 11 7:08 AM Grn Accord N35 7:23 AM KM 5/20/2002 12 8:40 AM White Sub. N91 8:43 AM KM 5/20/2002 13 8:53 AM Brown Expl. N54 9:02 OP KM 5/20/2002 14 5:11 PM Gre SUV N908 5:17 PM CF 5/21/2002 15 7:42 AM White Pick-up N15B 7:57 AM ED S121l2002 16 8:30 AM Violet Quest van N92 8:32 AM CF 5/21/2002 17 8:38 AM Black Toyota Tundra N238 8:45 AM CF 5/21/2002 18 4:27 PM Red Grand Am N286B 4:28 OP JCC 5/22/2002 19 4:46 PM White Rodeo C 5:01 PM JCC 5/22/2002 20 5:42 PM Red truck N30 558 PM CF 5/22/2002 21 7:26 AM White car N28 7:40 AM CF 5/22/2002 22 7:31 Afvt Light grey SUV Z 7:52 AM ED 5/22/2002 23 5:02 PM Honda Odyssey N282 5:05 PM JCC 5124I2002 24 8:10 AM White Car U 8:25 AM CF 5/24/2002 25 8:47 AM Silver MBZ N282 8:55 AM CF 5/24/2002 26 6:11 PM Black Civic A 6:25 PM CF 5128/2002 27 4:25 PM on Brown -wag N82 4:32 PM CF 5129I2002 28 5:10 PM Silver car N53 5:16 PM CF 5/29/2002 29 5:15 PM Green Accord 0 5:26 PM JCC 5/29/2002 30 5:34 PM White Cam U 5:45 PM CF 5/2912002 31 5:40 PM Nissan Altima N285 5:49 PM JCC 5/29/2002 32 7:23 AM Champa ne MBZ N91 7:26 AM CF 5/29/2002 33 8:00 AM White Cam W 8:07 AM CF 5/29/2002 34 8:28 AM Black car U 8:33 AM CF 5/29/2002 35 4:34 PM Blue Audi N97 4:46 PM KM 5/30/2002 36 4:54 PM Black BMW N73 5:17 PM KM 5/30/2002 37 5:20 PM Black Jetta S 5:31 PM CF 5/30/2002 38 5:43 PM Beige Accrd A 6:02 PM KM 5/30/2002 39 8:40 AM Cream Toyota U 8:48 AM CF 5l30/2002 40 5:03 PM Black BMW N294 5:05 PM CF 5/31/2002 41 5:51 PM To ota Highlander O 6:18 PM JCC 5/31/2002 42 7:23 AM Black car W 7:28 AM CF 5/31/2002 43 7:50 AM Black SUV IT 8:01 AM CF 5131/2002 9a) TABLE 1 (CONTINUED) TRAFFIC SOURCE DATA FOR NORTHBOUND COAST HIGHWAY SOUTH OF ' NEWPORT COAST DRIVE NUMBER START TIME] AM/PM VEHICLE TYPE DESTINATION END TIME I PERIOD INITIALS DATE 44 8:27 AM I Grey car Toyota T 8:34 AM JCF 5/31/2002 45 4:56 PM I Silver MBZ W 5:02 PM CF 6/3/2002 46 5:30 PM I Black SUV N94 5:37 PM CF 6/3/2002 47 6:10 PM I Grey car N282 6:14 PM CF 6/3/2002 48 5:30 PM jWhIte SUV N53 5:34 PM CF 6/4/2002 49 6:06 PM ITan SUV W 6:10 PM CF 6/4/2002 50 6:12 PM Black car N73 6:18 PM CF 6/412002 51 8:15 AM I Green Station Wagon N81 8:31 AM ED 6/4/2002 52 6:08 PM Silver car A 6:34 OP CF 615/2002 53 7:32 AM Black car N244A 7:37 AM. CF 6/5/2002 54 8:27 AM I Black MBZ 0 8:43 AM ED 6/5/2002 55 7:37 AM JBIack Cabrio W 7.41 AM CF 6/7/2002 56 7:45 AM Green SUV N73 7:48 AM CF 6/7/2002 57 7:58 AM lWhite Civic N20 8:10 AM ICF 6/7/2002 58 5:06 PM Silver Volvo car N97 5:11 PM CF 6/10/2002 59 5:07 PM Blue MercuryVillager N91 5:10 PM JCC 6/10/2002 60 5:17 PM Green Land Rover N89A 5:23 PM JCC 6/10/2002 61 5:36 PM jWhIte MBZ N60 5:47 PM JCC 6/10/2002 62 5:39 PM I Black BMW N282 5,44 PM CF 6/10/2002 63 5:56 PM I Silver van N20 6:10 PM CF 6/10/2002 64 8:34 AM ITan Cadillac A 8:52 AM ED 6/10/2002 65 4:42 PM Green Carnry N93 4:45 PM JCC 6/11/2002i 66 4:47 PM GraySuzuki Vitara N91 4:51 PM JCC 6/11/2002 67 4:54 PM Red Tacoma 0 5:02 PM JCC 6/11/2002' 68 5:37 PM Black Honda Civiv D 5:50 PM JCC 6/11l2002 69 5:40 PM Red car N74 5:46 PM CF 6111/2002 70 6:15 PM Black SUV N54 6:24 PM CF 6/11/2002 71 7:21 AM White car N91 7:24 AM CF 6/11/2002 72 7:28 AM White SUV W 7:33 AM CF 6/11/2002 73 8:43 AM Black van N72 8:49 AM CF 6/11l2002 74 5:33 PM Black car N81 5:38 PM CF 6/12/2002 75 5:47 PM I Red car A 6:01 PM CF 6/12/2002 76 7:37 AM I Blacksports car N103 7:54 AM JED 1 6/12/2002 77 8:55 AM IMaroon BMW N72 9:05 OP ED 1 6/12/2002 78 7:52 AM ITan SUV N28 8:01 AM CF 6/14/2002 79 8:54 AM White SUV N94 9:02 OP CF 6/14/2002 80 4:35 PM White SUV N85B 4:38 PM CF 6/1712002 81 4:43 PM Black car N236 4:52 PM CF 6/1712002 82 5:08 PM Red SUV N52A 5:20 PM CF 6/17/2002 83 5:35 PM Silver SUV 1W 5:40 PM CF 6/17/2002 84 5:59 PM Silver van N234 6:08 PM CF 6117/2002 91 7:00 AM Black car N90B 7:08 AM CF 6/18/2002 92 7:A 04 M Blue car N99 7:08'AfvY CF 6/1812002 I I r I I _1 N14 I TABLE 1 (CONTINUED) i TRAFFIC SOURCE DATA FOR NORTHBOUND COAST HIGHWAY SOUTH OF NEWPORT COAST DRIVE ■ NUMBER ISTART TIMEJ AM/PM VEHICLE TYPE DESTINATION END..TIME,j PERIOD INITIALS DATE 93 -771 AM Silver Acura N28 7:27 AM IEF 6/18/2002 94 7:45 AM IYellow VW car X 7:52 AM ICF 6/18/2002 ' 95 8:15 AM lWhite SUV T 8:32 AM CF 6/18/2002 96 8:40 AM I Black car N72 8:51 AM CF 6/18/2002 97 4:40 PM Blue SUV N28 4:58 PM CF ' 98 5:18 PM Silver car U 5:23 PM CF A/19/2002 6/19/2002 99 5:40 PM Silver car T 6:02 PM CF 6/1912002 100 6:10 PM Black car N30 6:30 PM CF 6119/2002 r 1 1 r l U:\UcJobs\00460\s peaa Is tudies\ICarFollowD I U I TABLE 2 TRAFFIC SOURCE DATA FOR SOUTHBOUND COAST HIGHWAY SOUTH OF THE SANTA ANA RIVER NUMBER ISTART TIME AM/PM VEHICLE TYPE DESTINATION END TIME PERIOD INITIALS DATE 11 2:41 PM Blue Dodge Neon Y 2:54 OP CGA 5/9/2002 21 1:55 PM Silver BMW N84 2:05 OP CGA 5/1312002 31 2:38 PM Blue truck N28 2:44 OP CGA 5/13/2002 41 2:40 PM Brown MBZ Y 2:53 OP CGA 5/14/2002 51 7:11 AM Grey Suburban N44 7:16 AM ED 5115/2002 61 7:34 AM Tan Buick N37A 7:36 AM ED 5/15/2002 71 7:52 AM Black Civic N37A 7:55 AM IED 5/15/2002 81 8:02 AM Black jeep N22 8:09 AM ED 5115/2002 91 8:22 AM Grey van B 8:28 AM ED 5115/2002 10 7:01 AM White Toyota ick-u N81 7:12 AM ED 5/16/2002 11 8:50 AM Cream Volvo C 8:54 AM ED 5/16/2002 12 5:15 PM White truck C 5:20 PM CF 5/20/2002 13 5:29 PM Black car C 5:34 PM CF 5/20/2002 14 5:41 PM BMW N283 6:01 PM CF 5120/2002 15 7:30 AM Audi N7A 7:48 AM KM 5/2012002 16 4:33 PM Toyota Solar@ N41 4:41 PM CF 5/21/2002 17 5:24 PM car B 5:43 PM CF 5/21/2002 18 6:06 PM car MBZ N90B 6:15 PM CF 5121/2002 19 6:59 AM ise MBZ N95A 7:14 AM ED 5/21/2002 20 7:05 AM Cabrio lHonda N43 7:10 AM CF 5/21/2002 21 7:20 AM Honda N90B 7:29 AM CF 5/21/2002 22 7:39 AM Toyota Supra N82 7:48 AM CF 5/21/2002 23 8:15 AM o ota N37B 8:17 AM ED 5/21/2002 24 8:25 AM on Cadillac H 8:32 AM ED 5/21/2002 25 8:42 AM Honda Passport N45 8:48 AM ED 5/21/2002 26 8:55 AM Green SUV N36 8:57 AM ED 5/21/2002 27 4:43 PM Red truck N34 4:54 PM CF 5122/2002 28 5:03 PM Red GMC van N21 5:11 PM CF 5122/2002 29 5:08 PM Whitepick-up G 5:17 PM JCC 5122/2002 30 5:30 PM Silver Taurus N53 5:38 PM JCC 5122/2002 31 7:03 AM Green Toyota Corolla N29 7:05 AM ED 5/22/2002 32 7:06 AM Silver Explorer C 7:09 AM CF 5/22/2002 33 7:09 AM Red Jeep Y 7:22 AM ED 5/22/2002 34 7:05 AM Black truck Chevorlet N28 7:12 AM CF 5/23/2002 35 7:18 AM Red SUV N27 7:24 AM CF 5124/2002 36 7:31 AM Black truck N81 7:44 AM CF 5124/2002 37 5:15 PM White SUV N71C 5:19 PM ICF 5/2812002 38 5:46 PM Cream car A 5:53 PM CF 5/2812002 39 ' 5:59 PM Blue SUV N905 6:01 PM CF 5/28/2002 40 5:38 PM White Infiniti N282 548 PM CF 5129/2002 41 6:18 PM White Blazer N35 6:21 PM JCC 5/29/2002 42 6:28 PM Silver BMW N52A 6:34 OP JCC 5129/2002 43 7:08 AM Silver Civic N28 11 7:13 AM CF 5/29/2002 C F, i i i 1 1 W L TABLE 2 (CONTINUED) TRAFFIC SOURCE DATA FOR SOUTHBOUND COAST HIGHWAY SOUTH OF THE SANTA ANA RIVER 44 4:00 1-1VI- X 4.59 PM CF 5/30/2002 45 4:48 PM White SUV ' 46 5:55 PM Grey station wagon IN74 6:02 PM CF 5/30/2002 a.nc ORA IWKA I vnnm)nm 1 iI 47 6:05 PM SnverAuai 1VOJ - 48 6:08 PM Gre Passat N59 6:24 PM KM 5/30/2002 nroa 1 7.11 1AM 1CF 1 5/30/2002 45 50 i:ua 7:16 /Aiw AM VV111=: MV Black SUV 1 - N28 7:20 - -- AM CF 5/30/2002 51 7.29 AM Green Jeep T 7:46 AM CF 5/30/2002 52 7:07 AM White van Y 7.19 AM CF 5/31/2002 53 4.28 PIM Champa ne Acura Y 4:53 OP CF 6/3/2002 54 6:20 PM Red car C 6:28 PM CF 6/3/2002 55 7:02 AM White BMW Z 7:10 AM ED 6/3/2002 56 7:20 AM Green Jee Wran ler C 7:26 AM ED 613/2002 57 7:53 AM Red To ota Celica N75 8:07 AM ED 6/3/2002 58 4:25 PM Green car N28 4:38 PM CF 6/412002 59 4:43 PM Silver CamrY T 4:54 PM CF 6/412002 60 7:05 AM Silver car N28 7:08 AM CF 6/4/2002 61 7:06 AM Tan Cadillac Z 7:12 AM ED 6/4/2002 62 7:16 AM White SUV N282 7:21 AM CF 6/4/2002 63 7:22 AM Yellow Xterra N102 7:41 AM ED 6/4/2002 64 7:30 AM White Cabno N281 7:38 AM CF 6/4/2002 65 8:48 AM Red car O 9:12 OP CF 6/412002 66 7:29 AM White Kia N73 7:40 AM ED 6/512002 67 7:07 AM Tan car C 7:11 AM CF 6/7/2002 68 7:20 AM White SUV Y 7:35 AM CF 6/7/2002 69 8:25 AM White Car N28 8:29 AM CF 6/7/2002 70 8:34 AM Red MBZ N28 8:39 AM CF 6/7/2002 71 8:47 AM White SUV O 8:57 AM CF 6/7/2002 72 4.33 PM Champagne car N37A 4:42 PM CF 6I1012002 73 4:34 PM White Civic S 4:51 PM JCC 6/10/2002 74 6:09 PM Chevrolet Tahoe N30 6:15 PM JCC 6/1012002 75 6:15 PM White SUV N38B 6:22 PM CF 6/10/2002 76 7:31 AM Black Rav4 N66 747 AM ED 6/10/2002 77 8:55 AM White Jee Z 9:02 OP ED 6110/2002 78 4:28 PM Black car S 4:46 PM CF 6/1112002 79 5:55 PM Gray Buick N84 6:03 PM JCC 6/11/2002 80 7:58 AM White car N23 8:05 AM CF 6/11/2002 81 8:28 AM White car Y 8:43 AM CF 6/11/2002 82 6:10 PM White SUV C 6:13 PM CF 6/12/2002 83 6:20 PM Black car - N95 6:28 PM CF 6/1212002 84 —6:58 AM Purple truck N36 7:01 AM ED 6/12/2002 85 7:05 AM Red SUV C 7:08 AM CF 6/12/2002 86 7:09 AM Blue Saturn N84 7:18 AM = ED 6/12/2002 F N-1 TABLE 2 (CONTINUED) I TRAFFIC SOURCE DATA FOR SOUTHBOUND COAST HIGHWAY ' SOUTH OF THE SANTA ANA RIVER NUMBER ISTART TIME AM/PM I VEHICLE TYPE DESTINATION I END TIME I PERIOD IINITIALS DATE 87 8:05 AM I Black SUV N22 8:15 AM CF 6/12/2002 86 8:20 AM I Black car N73 8:31 AM CF 6/12/2002 89 7:04 'AM Silver SUV N36 7:07 AM ED 6/13/2002 90 7:15 AM White BMW Z 7:24 AM ED 6/13/2002 91 7:51 AM 18lack Pathfinder N75 8:06 AM ED 6/1312002 92 7:05 AM I Green car C 7:08 AM CF 6/14/2002 93 7:15 AM ISlIvercar N282 7:26 AM CF 6/14/2002 94 7:18 AM lWhite van N67 7:25 AM CF 6/15/2002 95 8:27 AM Silver SUV N73 8:42 AM CF 6/15/2002 96 5:37 PM White SUV N36 5:41 PM CF 6/5/2005 97 5:48 PM Black car N92 6:03 PM CF 6/5/2005 98 7:12 AM Black Jeep N28 7:19 AM CF 6/5/2005 99 7:24 AM Black BMW N89A 7:29 AM CF 6/5/2005 100 8:14 AM White car N73 8:30 AM CF 6/5I2005 U:\UcJobs\00460\specialstudies\(CarFollowDala.xls]SB PCH r I CI TABLE 3 ' TRAFFIC SOURCE DATA FOR SOUTHBOUND MACARTHUR BOULEVARD NORTH OF BONITA CANYON DRIVE U r, J 1 NUMBER START TIME AMIPM VEHICLE TYPE DESTINATION END TIME PERIOD INITIALS DATE 1 1:48 PM White Jaguar N90A 1:52 OF CGA 5/912002 2 1:07 PM White Mazda 626 N80 1:10 OF CGA 5/13/2002 3 1:20 PM Green Volvo - N281 1:27 OF CGA 5/13/2002 4 1:16 PM Green minivan N81 OP CGA 5114/2002 5 123 PM White Porsche N99 OP CGA 5/14/2002 6 1:35 PM White Civic N74 :2:00 OP CGA 5/14/2002 7 145 PM Nissan Xterra N294 OP CGA 5/14/2002 8 8:47 AM White Acura N81 AM ED 5/15/2002 9 7:35 AM Turqoise To ota N290A AM ED 511612002 10 3:54 PM White Explorer N283 4:02 OP CF 512012002 11 4:41 PM White van N101 4.45 PM CF 5/2012002 12 7:59 Afv1 Blue MBZ N94 8:02 AM KM 5I20/2002 13 . AM8 Blue Jeep 8:25 AM KM 5/20/2002 14 4:55 PM White MBZ N63 5.00 PM CF 5/21/2002 15 7:21 AM Black Mustang N84 7:29 AM ED 5/21/2002 16 8:47 AM Black Mustang C 8.51 AM CF 5/21/2002 17 4:10 PM Silver Audi N89A 4:16 OF JCC 5/22/2002 18 5:50 PM Red Buick sedan N74 5:55 PM JCC 5/22/2002 19 6:18 PM Ford Thunderbird Y 6:26 PM JCC 5/22/2002 20 8:07 AM White Cavalier N82 8:13 AM CF 5/22/2002 21 8:22 AM Gre S80 N78 8:27 AM CF 5/22/2002 22 8:48 AM White Corolla N293 8:57 AM CF 512212002 23 6:19 PM White Cam N81 6: 33 PN1 CF 5/23/2002 24 6:28 PM White BMW N82 6.32 OP CF 5/2312002 25 7:32 AM White Mustan2 N82 7:36 AM CF 5/23/2002 26 7:48 AM White BMW N283 7:59 AM CF 5/23/2002 27 8:13 AM Red car N294 8:24 AM CF 512312002 28 7:51 AM Black MBZ car N73 7:55 AM CF 5/24/2002 29 8:27 AM Silver Acura Mud 8:36 AM CF 5/24'I2002 30 7:58 AM Silver BMW N81 8:01 AM CF 5/28/2002 31 4:20 PM Cream Pathfinder N87 4.28 OF CF 522002 32 4:42 PM White car N82 4:45 M CF 5/28/2002 33 4:54 PM Black car N101 501 CF 512812002 34 5:05 PM White Lexus N285 5:11 CF 5/28/2002 35 4:30 PM Blue BMW N69 4:32 tPM JCC 512912002 36 4:37 PM White Nissan sedan N89B 4:43 JCC 5/29/2002 37 4:51 PM Red car N82 4:55 CF 5129l2002 38 5:03 PM Black car U 5:08 PM CF 5/29/2002 39 5:30 PM black Jaguar N89A 5:37 PM JCC 5/29/2002 40 6:25 PM Red van N73 6:33 OP CF 5/29/2002 41 6:37 PM Beige Porsche N239 6:45 OP JCC 5/2912002 42 7:32 AM Blue SUV N82 7:39 AM CF 5/29/2002 43 7:50 AM Black Tundra X 7:57 AM CF 5/29/2002 512912002 44 8:40 AM White Camry N72 8-46 AM CF I Nq I TABLE 3 (CONTINUED) TRAFFIC SOURCE DATA FOR SOUTHBOUND MACARTHUR BOULEVARD ' NORTH OF BONITA CANYON DRIVE NUMBER START'TIME AMIPM VEHICLE TYPE DESTINATION I END TIME PERIOD I INITIALSI DATE 45 8:52 AM I Black SUV N28 9:01 OP CF 5129/-^02 46 5:24 PM I Green Sub. Y 5:38 PM KM 5/301<O02 47 8:01 AM IBlack.Lexus N82 8:07 AM CF 513012002 48 8:25 AM Green Accord N85B 8:32 AM CF 5130/2002 49 4:14 PM White Lexus N74 4:16 OP JCC 5/31/2002 50 4:33 PM Red MBZ N74 4:38 PM JCC 5/31/2002 51 4:46 PM Blue Explorer N101 4:51 PM JCC 5/31/2002 52 5:06 PM Black Honda N74 5:14 PM jJCC 5/31/2002 53 5:22 PM Black Buick N101 5:26 PM IJCC 5/31/2002 54 5:31 PM Honda Odyssey N85B 5:44 PM 1JCC 5/31/2002 55 6:22 PM Black BMW N74 6:26 PM 1JCC 5/31/2002 56 8:08 AM Red Van N81 8:15 AM JCF 5/31/2002 57 8:40 AM Black car N95A 8:46 AM JCF 5/31/2002 58 8:51 AM Blue SUV N74 8:64 AM ICF 5/31/2002 59 8:52 AM White car N283 9:02 OP 1CF 5/31/2002 60 5:41 PM Black SUV N99 5:45 PM JCF 6/312002 61 6:02 PM Black Jeep N82 6:10 PM ICF 6/3/2002 62 8:16 AM Silver Explorer N74 8:20 AM ED 6/3/2002 63 8:35 AM Red Jetta N73 8:38 AM ED 6/3/2002 64 8:50 AM Black Expedition N80 8:57 AM ED 6/3/2002 65 4:58 PM Champagne car N90B 5:04 PM CF 6/4/2002 66 5:50 PM Black MBZ N87 6:03 PM CF 6/4/2002 67 7:45 AM Black SUV N85A 7:54 AM CF 614/2002 68 7:52 AM Bluepick-up N91 8:03 AM ED 6/412002 69 8:02 AM Silver BMW N294 8:17 AM JCF 6/412002 70 8:31 AM Black Lexus N25A 8:41 AM CF 61412002 71 j 8:50 AM Maroon van N74 8:54 AM ED 6/4/2002 72 4:34 PM Green car. N29 4:38 PM CF 6/5/2002 73 5:21, PM White SUV N25A 5:30 PM CF 6/5/2002 74 7:53 AM Silver Lexus SuV N95A 7:55 AM ED 6/512002 75 8:11 AM White Nissan sedan Y 8:20 AM ED 6/5/2002 76 8:40 AM White car N52 8:52 AM CF 6/5/2002 77 8:54 AM Blue Beetle N73 1 8:57 AM JED 61512002 78 4:18 PM White Saab sedan N81 4:21 OP IJCC 6/10/2002 79 4:55 PM GraySequoia N286B 5:03 PM licc 6/10/2002 80 81 4:55 5:17 PM PM White Acura car ISlIverwagon Y N91 5:03 5:24 PM PM CF CF 6110/2002 6/10/2002 82 5:51 PM Red Corolla A 6:07 PM JCC 6/10/2002 83 7:56 AM Silver Accord N94 8:04 AM ED 6/10/2002 84 8:11 AM Green Truck N84 8:22 AM ED 6/10/2002 85 4:25 PM White Civic N74 4:32 OP JCC 6/11/2002 86 4:52 PM White car N282 5:03 PM ICF 6/11/2002 87 5;04 PM To ota 4Runner N74 5:09 PM JCC 6111/2002 LI I 1 I N\D I ' TABLE 3 (CONTINUED) ' TRAFFIC SOURCE DATA FOR SOUTHBOUND MACARTHUR BOULEVARD NORTH OF BONITA CANYON DRIVE IN UMBER START TIME I AM/PM VEHICLE TYPE I DESTINATION I END TIME PERIOD INITIALS1 DATE 88 5:15 PM Blue BMW N238 5:18 PM JCC 6/11/2002 89 5:23 PM Peach Lexus sedan Y 5:36 PM JCC 611112002 90 5:24 PM lWhite car N85A 5:31 PM OF 611112002 91 5:57 PM White car Y 6:12 PM OF 6/11/2002 92 7:25 AM Red car N85B 7:14 AM OF 611112002 93 7:40 AM Black car N94 7:42 AM OF 6111/2002 94 4:36 PM Tan SUV N104 4:41 PM OF 6/12/2002 95 5:00 PM Black car N96 5:00 PM JCF 6112/2002 96 5:12 PM Silver car N82 5:20 PM CF 6/12/2002 97 8:23 AM Silver MBZ N70 8:28 AM ED 6/1212002 98 8:38 AM White sedan N91 8:47 AM ED 6112/2002 99 8:41 AM Black SUV Y 8:46 AM CF 6/1212002 100 8:21 JAM I blue truck N84 8:30 AM ED 6/13/2002 ' U:\UcJobs\00460\specialstudies\[C2rFollowData xIslSB MacArthur Wl u 5 n APPENDIX O TRAFFIC SOURCE ANALYSIS COLLECTION TIME DISTRIBUTION W 60 50 40 a� 30 w 20 10 0 NB Coast Hw. Time Distribution AM OP PM Time Period U:\UcJobs\00460\special stud ies\[Ca WollowDataTim eDist.xls] N BCoast 70 60 w 50 Q. 40 m 30 cf) 20 10 0 SB Coast Hw. Time Distribution AM OP PM Time Period U:\UcJobs\00460\specialstud ies\[CarFollowDataTimeDist.xis]SBCoast i Ln 50 45 40 35 30 25 in 20 15 10 5 0 SB Macti Chur BI. Time Distribution AM OP PM Time Period U:\UcJobs\00460\s pecialstudies\[CarFollowDataTimeDist.xis]S BMacArth ur lJ I I u I I I I APPENDIX P 1 2001/2002 INTERSECTION TURNING MOVEMENT COUNTS I I I 1, I I 2. 1 % TRAFFIC VOL UNIE ANALYSIS INTERSECTION: SUPERIOR AVE (E&N) & PLACENTIA AVE (N&S) 2565 (Existing Traffic Volumes Based on Average Winter/Spring 2001 AM) APPROACH DIRECTION EXISTING PEAK HOUR VOLUME PEAK HOUR REGIONAL GROWTH VOLUME APPROVED PROJECTS PEAK HOUR VOLUME PROJECTED PEAK HOUR VOLUME 1% OF PROJECTED PEAK HOUR VOLUME PROJECT PEAK HOUR VOLUME Northbound 299 Southbound 618 Eastbound 1734 Westbound 291 —� Project Traffic is estimated to be less than 1 % of Projected Peak Hour Traffic Volumes. Project Traffic Is estimated to be equal to or greater than 1 % of Projected Peak Hour Traffic Volumes. Intersection Capacity Utilization (ICU) Analysis is required. 1 % TRAFFIC VOL UME ANALYSIS INTERSECTION: SUPERIOR AVE (E&W) & PLACENTIA AVE (N&S) 2565 (Existing Traffic Volumes Based on Average Winter/Spring 2001 PM) APPROACH DIRECTION EXISTING PEAK HOUR VOLUME PEAK HOUR APPROVED PROJECTS REGIONAL GROWTH PEAK HOUR VOLUME VOLUME PROJECTED PEAK HOUR VOLUME 1%OF PROJECTED PEAK HOUR VOLUME PROJECT PEAK HOUR VOLUME Northbound 380 Southbound 587 Eastbound 791 Westbound 838 �] Project Traffic is estimated to be less than 1% of Projected Peak Hour Traffic Volumes. �( I� Project Traffic is estimated to be equal to or greater than 1 % of Projected Peak Hour Traffic Volumes. Intersection Capacity Utilization (ICU) Analysis is required. 11 I IPROJECT: DATE: I . ?5 SU2565AM 021 INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: SUPERIOR AVE (E&W) & (N&S) 2565 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 AM I I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I V/C Ratio Volume I PROJECT I V/C i Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I I I I Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I I I I I I I I Volume Nl. I I 17 } } I NT 3200 I I 237 0.093 i } } i NR I I 45 i I St. I 1600 I I 13 I 0.008 I ST I 1600 I I 319 I 0.199 I I I I I I SR I Y 1600 I j 286 I 0.179 .............._ y ...... �~ EL � I 1600 � � 379 j � � I I 0.237ET I 1342 I — } 3200 ) 0.423 } I ER I I 13 I W L I 1600 I I 54 I 0.034 I I I ......_.—.—. ....................—. I WT 223 i i i 1 -- -- } 3200 — -- } 0.074 } i WR I I 14 I I I — . --�-....._ • I EXISTING I.C.U. - ..._ . I 0.657 � — EXISTING + REG GROWTH +COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I . I I I • I } EXISTING+COMMITTED+REGIONAL GROWTH+PROJECT I.C.U. I I -1 Projected + project traffic I.C.U. will be less than or equal to 0.90 I _I Projected + project traffic I.C.U. will be greater than 0.90 I _I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I _I Projected + project traffic I.C.U. with project Improvements will be less than I.C.U. without project Description of system improvement: — PROJECT SU2565AM FORM II t I �?L` I ISU2565PM I I INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: SUPERIOR AVE (E&W) & PLACENTIA AVE (N&S) EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC 2bbb W INTERISPRING EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Volume I I NL 1 I 27 I I } } NT 3200 I I 254 0.119 I 1 } } } } NR I I 99 I I St. I 1600 I j 7 I 0.004 I I I I I ST I 1600 I_ j 184 I 0.115 I I I I — SR I 1600 I I 396 I 0.248 1 EL I 1600 I I 255 I 0.159 I I I I I ET I I 512 } 3200 - — - } 0.168 ER I I 24 WL I 1600 I I 41 I 0.026 WT I I 786 I -- — } 3200 - } 0.249 ' --- - —) •—___.-• } W R I I 11 I ----- I - EXISTING I.C.U. J I 0.642 EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. EXISTING + COMMITTED + REGIONAL- GROWTH + PROJECT I.C.U. I J Projected + project traffic I.C.U. will be less than or equal to 0.90 I -1 Projected + project traffic I.C.U. will be greater than 0.90 _I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I -1 Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project FDescription of system improvement: PROJECT SU2565PM 2001 PM PROJECTI V/C I Ratio I FORM II 11 Q5 CHIS55AMALT INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: COAST HIGHWAY & gALBOA BOULEVARDLBUeER10R AVENUE 1855 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 Aht ............................................................................................................................................................. . 1 j EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED 1 PROJECTED I PROJECT I PROJECT I Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V) 1 I I Capacity I Capacity I Volume I Ratio I Volume I Volume I w Vo urmect i .•.i Ratio j ....................................................................... ........... I........................................................................................I NL 1 1600 1 1 270 I 0.169 I I 1 I 1 I ........................................................................................................................................... i ............................... 72 j NT 1 1 536 1 .................. 1 1 ................ } 3200. ............ I ..... . .. I ............ } 0.190 ..... ........... } .............. } NR I I j SL I 1600 1 1 164 I 0.103 * 1 I 1 ................ ............... ................ ............. ...... ............... .......... ......... ..................... . .................. ........... .... ST 1 3200 1 1 145 I 0.045 1 1 1 1 ..............I ................ ............... ................ .......... ........ ........... ..... I'll ........... .............. .......... ......•........... . I SR 1 3200 1 1 187 i 0.058 1 I I i ............. i ................ 1{ ............. .................. ................... ................ ............... ................... .............. ....................... .....................:.............. •I 1 EL I 3200 1 I 1319 0.412 1 I I I I I 1 ................ . ..........•... .................. . ...........u.. . .............. 11 ....u............ . .................... . .............. �. . 1 ET I 4800. I .................... 2708 I 0.564...............I..I.................1.................. I.............. I..................I 1 ER 1 1600 1 1 280 I 0.175 1 1 1 1 1 I 1................ ............... ................... ................ ............... ................... ..................... ..... I ............ . . 1 j WL 1 1600 I .................. 1 ............... 43 I 0,027 .................. I ......... i ............ i ..............- j .... ............................... I WT I 1 659 1 1 1 1 1 l 0.131 ................... .................... } ............... } j WR 1 I 182 1 1 I 1 I I 1.............................................................................................................................................................................. 1 1 EXISTING I.C.U. 1 0.884 I ................................................................................................................................. 1 EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I................................................................................................................................. I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. ................................................................................................................................... Split Phase N/S Direction i_I Projected + project traffic I.C.U. will be less than or equal to 0.90 1_1 Projected + project traffic I.C.U. will be greater than 0.90 i_I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project ......................................................... Description of system improvement: ........................................................ PROJECT CH1855AM I i� I I .................................... ........................................................... ................... FORM 11 I ' �1 WE ICH1855PMALT 3 U I INTERSECTION CAPACITY UTILIZATION ANALYSIS c�^�/P INTERSECTION: COAST HIGHWAY & BALBOABOULEVARD/SUPERIOR AVENUE 1855 EXISTING TRAFFIC VOLUMES BASED ON AVE A E DAILY TRAFFIC WINTER/SPRING 2001 PM ....................................................................................................................................................................... I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED . I PROJECT I PROJECT I j Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C I Capacity Capacity Volume i Ratio i Volume i Volume i w/o Project I I Ratio I i i Volume I ............................ j NIL I 1600 I I 404 I 0.253 ................... I I I I 1 NT .................................................................................................................................................... I I 336 I I I I I ................ } 3200.................................. } 0.130 ................ ................... } ............... } I NR I 81 I I I I I I 1600 I I 0.119 I I I I I I ......SI....... ST 1 3200 I ...I.......................191 1 343 I 0.107 1 1 I I I I SR I 3200 I 725 I 725 ..................................................................................................... 1 1 0.227 - ............... . I ................... 1.................... . .............. I. .......................... EL . I 3200 I ........... I 384 .............. 1 0.120 I I I I I ET I 4800 I I 1083 .................. 1 0.226 I I I ........................... I .............. ............. ....................... I ER . 1 1600 I I 279 I 0.174 1 I I I WL 1 1600 I I 190 I 0.119 1 I I ................... .................... I I I ............................. 1 I WT 1 1 2433 1 I I I 1 I WR1 ................................... ! ................... I ................................................ ............... � ............................... I EXISTING . I.C.U. ...........................117................................. I O.998 1 1 EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.0 I ....................................................................................................................... . I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. Split Phase N/S Direction: "* EL goes with SR I _I Projected + project traffic I.C.U. will be less than or equal to 0.90 �I _I Projected + project traffic I.C.U. will be greater than 0.90 I _I Projected + protect traffic I.C.0 w/systems improvement will be less than or equal to 0.90 �I _I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project P, NE2480_ALT INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: NEWPORT BOULEVARD & HOSPITAL ROAD 2480 EXISTING TRAFFIC VOLUMES B DON AVERAGE DAILY TRAFFIC WINTER/SPRING . ...................... ................... ................................. 2001 AM . .................................... I I . EXISTING I .................... ................ PROPOSED I EXISTING . ................ .................. I EXISTING I REGIONAL I COMMITTED I PROJECTED PROJECT I . PROJECT I I Movement I Lanes I Lanes I PK HR I WC I GROWTH I PROJECT I V/C Ratio I Volume I V/C I I I Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I I I I I I I I I Volume I I I . ................ .................................................................................................................................................................... NL 1 1600 1 1 125 1 0.078 1 1 1 I I .. I . ............................................................................................................................................................. NT I 1. 1520 1 } 0,335 •........................................ 1 1 1 1 } ............ } I 1 ................. } 4800..................................... 1 NR 1 1 87 I 1 I I I I ............. . .................................................................................................................................. . 1 SL 1 1600 1 1 43 : j 0.027 ................ ................... I ...................... I I I .................... ................ . I .... ............. 1................. . I ST ............... . 1 ............. ..... ................. 1 1007 1 I 1 I I I 4800. ................... . . I .............. } 0.280 1 ................... } ................ } SR 1 1 337 I I I 1 I ............................ I ......................................................................................................................................................... i EL 1 1600 I 178 I.................... 0.111 . ... ..................... ..................... I ................... 1 ................. j ................. . ET 1 ............... .................... 1600 1 1 197 1 0.123 1 .................. . I ..................... ............... ................. j i...................................................................................... 1 ER I 1600 I I239 1 0.149 1 ................. I ...............I................. WL 1 1600 i .......................... 1 73 1 0.046 I .............. ............. ............................., I I I I ......................................... I ..................................................... I WT I ......... ....... I 301 I I I I I I WR 1.............. .... I ............... . 1 10 ................... ..... ............ 1 ................ ................... 1 ..................... .. I 1 i ................... . ............... . I ...... ........... j EXISTING I.C.01 0.570 1 ......................... ........................................................................................................................... . EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I 1................................................................................................................................................... . I EXISTING + COMMITTED +,REGIONAL GROWTH + PROJECT I.C.U. .................................................................................................................................................... . I_I Projected + project traffic I.C.U. will be less than or equal to 0.90 Projected + project traffic I.C.U. will be greater than 0.90 I_I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 1_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project ... ................. . ....... I ....... . ................... Description of system improvement: PROJECT NE2480AM FORM II Ill II INE2480_ALT 4 I u 11 INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: NEWPORT BOULEVARD &HOSPITAL ROAD 2480 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING ......................................................................... I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT Movement I Lanes I Lanes I PK HR 1 V/C I GROWTH I PROJECT I V/C Ratio I Volume I I Capacity I Capacity I Volume I Ratio i Volume i Volume i w/o Project I Volume I 2001 PM I PROJECT I I V/C I I Ratio I I I I I ....................................................................................... . NL I 1600 I I 127 I 0.079 I I I I ............................................................................ . NT I I 1453 I I I I I .} ... } 0.318..................................... } ............... .......} NR ........ 4800............................7 I I 2 I I I I I ........................................................................................................................... . SL 1 1600 1 I 42 I 0.026 1 I I I I .................................................................. . .................. ST4800 . I I 1826 I I I . } 0.419 * ................ .................... } SR I I 186 I I I EL ........... ... 1 1600 I I 257 I 0.161 * I I ... .. ........... ................-- ....089 ...........ET..... I ..... 1600 I .................. I ........143 ................................... . i i I .................... . .............................................................. ER I 1600 I I 231 1 0.144 I I I ................ .............._.... ........... WL I ..... I .................. I ............ 1600 158 1 ..099 * i i WT 1 I 214 I I I 3200 ............... } 0.077 * ................ .. } WR I I 31 I 1 I .................... . .......................... EXISTING ......................................................... I.C.U. I 0.736 I . ........................................................................................................... EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I ...................................................................................... .. . . .......................................................................................................................... .............................. EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. . I_ I Projected + project traffic I.C.U. will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. will be greater than 0.90 I_I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project ♦ - j_I Project increases I.C.U. by-0.005 or greater Description of system improvement: PROJECT NE24SOPM I .............. } I I FORM II City : NEWPORT BEACH NIS Direction : NEWPORT BOULEVARD E1W Direction : VIA LIDO Client : CITY Of NEWPORT BEACH Transportation Studies, Inc. 1820 S. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS NEWPORT BOULEV VIA LIDO NEWPORT BOULEV Southbound Westbound Northbound Start Intrvl. Total 10124/01 07:00 135 44 44 0 2 247 472 07:15 199 45 68 1 3 265 581 07:30 175 6] 84 2 4 454 782 7 Hour 745 237 269 7 11 1350 2619 08:00 222 75 68 1 6 316 688 08:15 195 70 87 2 7 361 722 08:30 188 96 49 5 9 362 709 Hour 797 357 '279 9 33 1378 2853 [BRRAt1 .................................................... 16:30 365 121 114 6 2 216 824 Hour 767 251 226 19 4 453 1720 17:00 403 123 136 5 8 252 927 17:15 362 92 115 3 20 248 840 17:30 435 73 124 1 6 279 918 1 Hour 1590 316 481 22 40 1064 3573 18:00 416 102 118 9 13 288 946 18:15 334 99 103 4 7 233 780 Total 4649 1422 1476 70 SOB 4766 12491 t Apr. 76.5 23.4 95.4 4.5 2.2 97.7 t lot. 37.2 11.3 11.8 0.5 0.8 38.1 Study Name: B011015 Site Code : 00000911 Start Date: 10/24/01 Page : 1 4 5 11 I. 1 I Tro City : NEWPORT BEACH N/S Direction : NEWPORT BOULEVARD E/N Direction : VIA LIDO Client : CITY OF NEWPORT BEACH NBNPORT BOULEV IVI. Southbound We Start LIDO Peak Hour Analysis By Entire Int Time 07:30 07:30 Vol. 828 293 312 Pct. 73.8 26.1 97.1 Total 1121 321 High 07:45 08:15 Vol. 236 85 87 Total 321 89 PEP 0.873 0.901 9 2.8 2 5 Transportation Studies, Inc. 1820 E. Garry Avenue Study Name: H0110154 Suite 116 Site Code : 00000918 Santa Ana, CA. 92705 Start Date: 10/24/01 Page : 2 TURNING MOVEMENTS NEWPORT BOULEV Northbound Intrvl. Right Thrul .al for the Period: 07:00 on 10/21/01 to 08:45 on 10/24/01 07:30 19 1515 1.2 98.7 1534 07:30 4 454 458 0.937 NEWPORT BOULEUARD 828, 293 1827 T 2948 12/24/01 �- 312 07:30an 08:15an 2976 633 .y 9 --> 312 VIA LID N 2371 837 y T � 1515 NEWPORT BOULEUARD 0 City : NEWPORT BEACH N/S Direction : NEWPORT BOULEVARD BIN Direction : VIA LIDO Client : CITY OF NEWPORT BEACH BOULBV IVIA LIDO nd Mestbound Start Transportation Studies, Inc. 1820 B. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS BNPORT BOULBV Peak Hour Analysis By Be ire Intersection for the Period Time 17:15 17:15 17:15 Vol. 1603 355 463 26 45 1100 Pet. 81.8 18.1 94.6 5.3 3.9 96.0 Total 1958 489 1145 High 18:00 18:00 18:00 Vol. 416 102 118 9 13 288 Total 518 127 301 PEP 0.944 0.962 0.950 Intrvl. 1�6::301on 10/24/01 to 18:15 on 10/24/01 NEWPORT BOULEUARD 1683 355 1363 T 3521 10/24/81 Z- 463 05:15p" 06:00p" 3592 889 ` 26 —> aeo VIA L13>0 N 27774 y 1T NEWPORT BOULEUARD Study Base: 9011015� Site Code : 00000918 Start Date: 10124/01 Page :3 r �Vy NE1310AM INTERSECTION CAPACITY UTILIZATION ANALYSIS ¢y\�r rINTERSECTION: NEWPORT BOULEVA_RD & 32NO STREET 1310 2001 AM EXISTING TRAFFIC VOLUMES 87SEO 0 AVE-RAGE DAILY TRAFFIC WINTER/SPRING ................. i................................................................................................................................................................... EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT Movement I Lanes I Lanes I PK HR I V/C I GROWTH j PROJECT I V/C Ratio I Volume I V/C I Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I I I I I I I Volume I I NL I 1600 1 I 18 1 0.011 I I 1 I 1025 1 1 } ................ } } 3200.................................1.. } 0.325......................................... N.. I .............................................................................................. ................................. ...................................4 ................ SL 1 16001 I 54 I 0.034 I I I I . .......... ........... . ................... . ............... . ...... : .......... .................................................................................... ST 1 1 686 1 1 1 ................. } 3200..................................... } 0.256 " .................. ...................... } ................ } SR 1 1 133 1 1 1 ............................................................................ ' ......................................................................................................... 361 1 1 1 ................. } 3200 I .................................... } 0.125 "........................................ } ................ } ET 1 1 39 I I ER I N.S. 1 1 131 I I I I I ................. } 3200.................................33 } 0.023 i .................. ...................... } ................ } I I ......WT........ .................................................................................................................................................................. WR I N.S.1 I 651 I I I I I .......... ............................... ............................................................................. EXISTING I.C.U. 1 0.415 .. I j ..................................................... ........................ EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I I .................... . ............... . ................. Split Phase E/W Direction I_I Projected + project traffic I.C:U. will be less than or equal to 0.90 ■■ I_I Projected + project traffic I.C.U. will be greater than 0.90 1-1 Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 j_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project ... .. .... .................... ................ r ''_ Description of system improvement: ...................................................... ................ PROJECT NE1310AM ............................................................................ .............. FORM II I S 6 NE1310PM INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: NEWPORT BOULEVARD & 32ND STREET 1310 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM . ........................................................................................................................................................................... I I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I I Movement I Lanes I Lanes I PK HR 1 WC I GROWTH I PROJECT I V/C Ratio I Volume I WC I I I Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I I I I I I I I I Volume I I I ...................................................................................................................................................................... NI. 1 16001 1 731 0.046 I 1 I 1 I ............. ................ .................... . ..... ........ ...... .......... I. ... .............. i NT I 1 842 1 1 1 I 3200 .............. } 0.270..................................... } ............... } i 1 NR 1 1 21 1 1 1 I }....................................................................................................................................................................... SL 1 1600 1 1 68 1 0.043, 1 1 1 1 I I ....................................................................................... . ................................................ ST 1 1 1118 I I 1 I 1 ................ } 3200................................... } 0.435+.................................... } ............... } I SRI 273 I ................ ........................................ . ............................ ............... ............... I EL 1 1 166 1 1 1 I ................ } 3200................................... } 0.059 +.................................... } ............... } ET 1 1 24 1 1 ..................................... .. 1 I ................... ...... I ........ .............. 1 1................ ............... ................... ................ .............. ER I N.S. 1 121 I I I I I ........................ .. ...................... ........................................................ I WL 1 1 18 1 1 1 1 i................ } 3200................................... } 0.020 +.................................... } ............... } I WT 1 1 46 1 1 1 1....................................................................................................................................................................... WR I N.S.I 1 721 1 1 1 1 1 ........................................................................................................................................................................ EXISTING I.C.U. 1 0.514 1 ....................................................................................................................... ................... I EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I ........................................................................................................................................................................ EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I I ........................................................................................................................................................................... Split Phase E/W Direction 1_I Projected + project traffic I.C.U. will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. will be greater than 0.90 I_i Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project ........................................................................................................................................................................... Description of system improvement: ................... ............... ................... ................ ............. ................... ..................... .................... ............... ...... I....... PROJECT FORM II NF1310PM I yw !, CH2630AM ALT 11 INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: COAST HIGHWAY & RIVERSIDE AVENUE 2630 TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001AM NG EXISTI ..................................................................................................... . ............................................... I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C I I Capacity . . . . . I Capacit.....y ...... I Volume. .. . . . .... i Ra.tio....Ratio iVolume i Volume i wVourmect 1 i II I ................ NIL 1 1 } } I .......NT........................................ ................ ...... } 1600 ................... i ................ } 1 0.002 I I I I I .................................0 } 0 I ........................................................................... .................. j 114 I I I I I I ................. 1600 10- } 0.078 i .................. ...................... ................ i I .................................. ...............................................................330 ....0.206 i .................. i I I 1 SR I 1600 1..................I.............. EL 1 1600 1 I 327 I 0.204 1 ................ 1.......................................... ............. ET I I 2380 1 1 1 1 1 I 3200 ..---13 } 0.748 i .................. ...................... i ................ i I .......ER } i ................... i ........................... WL1 1600 I I 15 ..... 1 1 ............ ......................... ........... I 0.009 I I ! ............... ................. j '.............. . ................... . ................ . ............... . . I ................ . ........ I ............ . ............ ..... WT I 4800 1 I 1197 I 0.249 1 .................. I...................... . ................... I. 1 WR 1 1600 1 1 53 1 0.033 1 1 1 1 1 EXISTING I.C.U. I 0.835 I EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I ................................ .................................................................................................................................................... EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I .......................................................................................................................................... -1 Projected + project traffic will be less than or equal to 0.90 I _1 Projected + project traffic I.C.U. will be greater than 0.90 I -1 Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I _I Projected + project traffic I C.U. with project improvements will be less than I.C.U. without project ..................................................................... ............................................................................................. . Description of system improvement: PROJECT FORM II CH2630AM U 1 176 CH2630PM ALT INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: COAST HIGHWAY &RIVE SID V NUE 2630 2001 PM EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRA FIC WINTER/SPRING ................... ........... ......... ............... ..... I........ . ... ................ ............... . I I EXISTING I .................. ................ PROPOSED I EXISTING ............... .................. .. I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I WC Ratio I Volume I WC I I I Capacity I Capacity I Volume I Ratio i Volume I Volume I w/o Project I I Ratio j 1 I 1 f I I I I Volume I- I I I ................................................................................................................................................. NL 1 1 24 1 1 1 ..................................... } 1 1 I .......... } I } NT 1600 1 1 8 0.025 1 1 I 1 I I 1 ...........I...... ....... I ........ }............... .................... } ...............} i NR I 1 8 l 1 I ............................................ 1 i I i........................................................................................................................... I . 65 I 1 I 1 I I I......SL...... } 1600 I .................. ............... } 0.046..................................... } ............... } I i ST 1 1 9 ........... . ............. ................................................................................. j SR 1 1600 I I435 ":............................................................ I 0.272 I I I 1 1 I I............... .... I .......... . EL I 1600 I . .................................................................................................................... 286 1 ...179 I .................. I ................... I .............. I ............. j i ET 1 .................. 1 1623 1 1 1 1 1 1 ......ER..... } 3200..............................2.. } 0.514..................................... i ............... ......... .................. ...................... I... ................. ....... ........................ ............................... ...... WL l 1600 1 ... .......... ................ 1 51 1 0.032 I I 1 ..................................................................................... I 1 ................................................................................. 1 WT 1 4800 1 1 3091 1 0.644 ................. I..... ............. L ................... L .............. L ............. ................................................................................. 1 WR 1 1600 1 1 36 1 0.023 1 1 1 1 1 ................................... . .................................. i EXISTING I.C.U. 0 1 0.916 I 1........................................................................................................ I EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. 1.......................................................................................................... I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. ... ................ . .............. . .................. . ............... . .............. .. ... I ............ .. ..... "Assumes SBR as critical since> SBL + EBL (concurrent w/SBR) ..................... t ................... . . 1 _1 Projected + project traffic will be less than or equal to 0.90 I _1 Projected + project traffic I.C.U. will be greater than 0.90 I _1 Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0,90 i _1 Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project ............................................................................. Description of system improvement: ............................................................................ PROJECT CH2630PM .............................. FORM It f 1VP I City : NEWPORT BEACH HIS Direction : TUSTIN AVENUE BIN Direction : PACIFIC COAST HIGHWAY Client : CITY OF NEWPORT BEACH Transportation Studies, Inc. 1820 B. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS Study Name: H0110143 Site Code : 00000977 Start Date: ll/.07/01 Page :1 TUSTIN AVENUE PCH RESTAURANT DRIVEWAY PCH Southbound Westbound Northbound Rastbound Intrvl. Start Left Right Total _Lhn__,& gight_ __LkM__kjj Right Thru _LknL_JAL 11/07j01 4 204 0 1 0 0 0 366 3 585 07:00 2 0 5 7 6 267 0 0 0 0 0 507 10 799 01:15 07:30 2 7 0 0 7 11 324 0 0 0 0 0 559 21 929 7. 113 30 34 306 1101 0 2 0 0 0 2051 49 3281 Hour 14 1 08:00 5 1 15 12 362 0 0 0 0 1 605 639 6 14 1007 980 08:15 6 0 16 20 284 0 0 0 0 0 0 0 1 0 488 11 873 08.30 7 0 13 9 345 0 Hour 27 1 54 1 58 2 1293 0 0 0 0 2 2249 48 3732 (BREAK] 11 •.............. 15 563 0 6 ------2 0 0 ------i---•------------ 2 389 18 ------- 1020 16:30 9 1 1 Hour 13 22 1 31 31 1112 0 7 0 2 3 789 44 2042 17:00 14 0 20 26 655 0 2 0 0 1 3 368 399 34 12 1120 1155 17:15 12 1 13 24 690 0 1 2 0 0 0 0 1 380 1119 17:30 15 0 18 10 672 0 it 1 1048 1 Hour 7 48 1 60 72 2 2112 0 5 1 2 6 1525 80 4442 18:00 4 0 12 12 517 0 0 1 0 1 5 339 300 14 13 900 766 y 18:15 3 0 10 10 424 0 0 1 15 0 2 0 4 17 7253 248 15164 Total 118 4 197 217 2.9 7089 97.0 71.4 9.5 19.0 0.2 96.4 3.2 } Apr. 36.9 1.2 61.7 0.1 47.0 1.6 } Int. 0.7 1.2 1.4 46.7 I '?n City : NEWPORT BEACH N/$ Direction : TUSTIN AVENUE E/W Direction : PACIFIC COAST HIGHWAY Client : CITY OF NEWPORT BEACH ITUSTIN AVBNOE Southbound Transportation Studies, Inc. 1820 R. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS PCs RESTAURANT DRIVEWAY Westbound Northbound PCs Start Time Riaht Thru Left Richt Thru Left Aioht Thru Left Right Thiy. Peak Hour Analysis By Entire Intersection for the Period: 07:00 on 11/07/01 to 08:45 on 11/07/01 Time 07:30 07:30 07:30 07:30 Vol. 21 2 49 56 1276 0 1 0 0 2 2422 Pct. 29.1 2.7 68.0 4.2 95.7 0.0 100.0 0.0 0.0 8-0 2480 97 6 Total 72 1332 High 08:15 08:00 07:45 08:15 Vol. 6 0 16 12 362 0 1 0 0 1 639 65 Total 22 374 0.251 0.654 PEP 0.818 0.890 THSTIN AU E 2 112 21 49 4 1 y T 184 PCH 1297 ii/07/01 ib7 : 30an 56 08:15aM 56 3777 3885 1276 3804 2422 T � 2472 PCH N 5 y f 4 YSTAURANT DRIUENA b Study Hate: B0110143 Site Code : 00000977 Start Date: 11/07/01 Page :2 Intrvl. Total 56 2.2 14 1 0 City : NEWPORT BEACH HIS Direction : TNSTIN AVENUE BIN Direction : PACIFIC COAST HIGHWAY Client : CITY OF NEWPORT BEACH TUSTIN AVENUE Sorthbound Start Peak Hour Analys Time 17:00 Vol. 48 Pct. 44.0 Total 109 High 17:00 Vol. 14 Total 34 PHF 0.801 Transportation Studies, Inc. 1820 8. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS (RESTAURANT DRIVEWAY Northbound ' By Entire Intersection for the Period: 16:30 on 1 11:00 17:00 1 60 72 2642 0 5 0.9 55.o 2.6 97.3 0.0 62.5 2714 8 17:15 17:45 0 20 24 690 0 0 714 3 0.950 0.666 1/07/01 to 11 1 2 12.5 25.0 1 2 PCH Eastbound :15 on 11/07/01 17:00 6 1525 0.3 94.6 1611 0:15 3 399 414 0.972 - Study Name: B0110143 Site Code : 00000977 Start Date: 11/07/01 Page : 3 TNSTIN AUEMIIE 1 133 60 4-I8 262 PCH 2692 F 11/97/01 72 05:00pn _(i 80 4303 4442 4304 2642 15'd5 /j� - � 1540 6 � I PCH N is ESTAHRAHT DRIUEWA 80 4.9 12 Intrvl. MA4300_2001 tit W PORT Q U= T INTERSECTION CAPACITY UTILIZATION ANALYSIS C,C/FOR��P INTERSECTION: MACARTHUR BOULEVARD & CAMPUS DRIVE 4300 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 AM .................................................................................................................................................................................... I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I I Movement I Lanes ( Lanes I PK HR I WC I GROWTH I PROJECT I WC Ratio I Volume I WC I I Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I I Nl I 1 1600 I .................... 41 I 0.026 I Volume I I I I I ................. ...... ................................................... ...................... ................... ................................. NT 1 6400 1 1 1010 1 0.158 " I I 1 I ............. I ..................................................................................................................................................... NR 1 1600 1 1 83 1 0.052 1 I 1 I 1 ............................•. I 1 .................................................................................................................................................... i SL 1 1600 1 . 1 277 1 0.173 " ................. ...... ........ ............ ......... I I I I ................... — ............... ............................... I 1........... ...... . 1 ST 1 ........... .... 6400 1 ................... 1 1050 1 0.164 1 1 1 1 1 ..................................... . 1 •• 1 1.............................................................................................................................. 1 SR 1 1600 I I 244 i 0.153 I ................ II ....................• .................... ....... ......... . ..... I........... I 1 EL 1 3200 1 1 626 1 0.196 1 .................. 1 1 1 1 ...................... ........ I ........... ................ I ET 1 .............. 3200 1 ................... ................. ................ . 1 854 1 0.267 1 1 1 1 I ............... . ........ ...... 1 ........ ....... ................................................................................................................................... ER 1 1600 1 1 65 1 0.041 1 1 1 1 1 ............. .............. I ..................................................................................................................................... WL 1 3200 I 1 62 1 0.019 " ................ .............. ..................... I 1 i ...... I ............... . ,.................. ..... ........ I ............. .. I................. . 1 WT 1 ............... . 4800 1 .......... ......... . 1 0.084 1 1 1 1 1 i i WR I ....................1 N.s.1 . .......401 ..................................................................................................................... 1 83 1 1 ... ................. ................ ................... 1 1 1 1 .............. ........ .................... .... I ........... . I ........ I........ I ■ EXISTING I.C.U. 1 0.617 1 1................. ............. ...................... ........................................ I-- ..... .. . 1 EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. ......................................................................................................... . 1 EXISTING + COMMITTED+ REGIONAL GROWTH + PROJECT I.C.U. ............................................................................................................ . 1_I Projected + project traffic I.C.U. will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. will be greater than 0.90 1_i Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project ......................................................................................................................................... Description of system improvement: ...... I ...... I ...................... PROJECT MA4300AM ............... . .......... I ...... FORM II ?vo I MA4300_2100 0 I II INTERSECTION CAPACITY UTILIZATION ANALYSIS z�� IC7Fp 0.N INTERSECTION: MACARTHUR BOULEVARD & CAMPUS DRIVE 4300 EXISTING TRAFFIC VOLUMES BA ERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM .................................................... ................................. .... 1 EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C I I Capacity I capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I I I I I I I 1 Volume I I I ............................. ......................................................................................................................................... NL I 1600 I I 137I...086.................. .................. :. I................... I . .... ............................ 1 NT I 6400 I I 1209 I 0.189 I I I I I I NR I 1600 I I 62 I 0.039 I I I I I I ......................................................................................................................................... SL 1 1600 I I 152 I OA95 I I I I I I .............................................52 _ ....0............................................. ............. ....... ............... .............. ST 1 6400 1 1 1140 1 0.178 I 1 1 1 1 I ...................................................................................................... SR1600 1I 1...........................................................701 I 0.438 - I I I I � ............ ....................................................................................................................................... .......... . EL 1 3200 1 1 311 1 0.097 1 1 1 1 I ......................................................................................................................................... ET 1 4800 1 1 408 1 0.085 1 1 1 I I I ... ................ ............... ................... .........._..............._....._...... ..................................................................... ER 1 1600 1 1 75 1 0.047 1 1 1 1 I WL 1 3200 1 1 129 1 0.040 1 1 1 I I I .......... ................................................................................................................................................ I WT 1 4800 I ................... 1.......1075 1 0.224 ................ I ................... I.................... I I I ................ . 1 WR I N.S.1 1 196 1 1 I I I i I EXISTING.. I.C.0748 .................................................0:. I............... ........................................ . I 1 EXISTING +REGIONAL GROWTH +COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. ............................................................................................................................................ . "*SB right includes overlapping EB left I_I Projected + project traffic I.C.U. will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. will be greater than 0.90 I_I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 1_1 Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: .................................... ........................................... .. .................................................................................... PROJECT MA430OPM II FORM II I e?V MA4295_2001 INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: MACARTHUR BOULEVARD & BIRCH STREET 4295 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 AM ........................................................................................................................................................................................ . I I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C 1 I Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio 1 I I I I I I I ...... ...VolumeI ........I........ ......I ........ .... ............... I ................. NI. 1 1600 1 1 31 I 0.019 1 I I 1 1 ............ ............4800.............................1—.......0.209.......I....................................................................................... I II................. ...... ...... .... .................... ................. ................ ................... ...................... ........ ....... ........................... . ,........ I NR I N.S.I 1 100 1 1 1 1 1 1 I 1.................................................................................................................................................. .. ..1 SL 1 1600 1 1 147 1 0.092 • I I I II ................................................................................................................... ............ .... I ............... . .. 1 ST 1 1 700 1 d 1 1 ................. } 6400..................................... } 0,156......................................... } ................ } I SR................... I...299 I 1. ...................................................................................................................... I EL I ................... 191 I I .............. I 424 0.141 ' I I I }........... . ........... I ......... } ................ } 1 1 ER 1 1 64 I 1 1 ............................................................................................................................... . WL 1 1600 1 1 39 1 0.024 1 1 I 1 ......... j 1................. ................ ............. ........................ ...I ............ ................... ...................... . I.................. . ............... .... WT I 3200 1 1 163 1 0.051 I 1 1' 1 I ................................................................................................................................................. I..............., i WR I N.S. I 1 9 1 1 1 I 1 ..1 .................................................................................................................................................... ............. ................• I I EXISTING I.C.U. i 0.493 1 1.................................................................. ... . ............... . .................. ....... .... . ................... . i 1 EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I I ..................................................................................................................................................................................... 1 1 EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I l .................................................................................................................................................... ......... I _I Projected + project traffic I.C.U. will be less than or equal to 0.90 I _1 Projected + projecttraffic I.C.U. will be greater than 0.90 I _1 Projected + project traffic I.C.U. w/systems improvement will beless than or equal to 0.90 1 _1 Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project ........................................................................................................................................................................................ . Description of system improvement: ....................................................................................................................................................................................... . PROJECT FORM 11 MA4295AM VV?- IMA4295PM 10 [1 11 INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: MArARTHUR BOULEVA_R_D & BIRCH STREET 4295 EXISTING TRAFFIC VOLUMES BASED'ON AVERAGE DAILY TRAFFIC .................................................. WINTER/SPRING I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED Movement j Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I 1 Capacity I Capacity I Volume j Ratio I Volume I Volume I w/o Project II ................. ............ I 1 ............... �.................... ... Volume.... NL I 1600 1 I 165 I 0.103 * I I NT I 4800 I ..........................872 I 0.182 I I..................1....................I ................................ . . NRI.......N.S. I .................. ..............5. ............_. I......_......... ._................. ........ ........ 1 SL I 1600 I I 66 I 0.041 I I I I ............... . ST I I 999 I I I 1 ................ } 6400................................... } 0.196 * ................ .................... } SR .......255 I ....................... I .................. I ............................................................... ....................I . EL I I 362 I I I �...... ET...... 4800 I 318 0.152 .................. ........ I I ER } I I 51 I I I .................................................................................................. ..................... . ............ I WL I 1600 j j 126 I 0.079 I 1 I I ......................................................................................................................................... . ..... �..... 3200 1 .................. 1................668 I ...209 '................................... I.................... I. ............................... . WR I N.S.1 1 162 1 1 1 1 I ............................................................................................................................ . EXISTING I.C.U. ................................................0.660 I I EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. ........................................................................................................................................... . I Projected + project traffic I.C.U. will be less than or equal to 0.90 _j Projected + project traffic I.C.U. will be greater than 0.90 I Projected + project traffic I.C.U. w/systems improvement will beless than or equal to 0.90 Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project -----................................................................................. . Description of system improvement: .................................................................................................... PROJECT MA4295PM ,1 2001 PM PROJECT j PROJECT I Volume I V/C I I Ratio j I I ............................ I I ............................ 1 3 FORM II I 911;� Transportation Studies, Inc. City : NEWPORT BEACH 1820 E. Garry Avenue Study Name: EOIIO112 N/S Direction : VON IARMAH AVENUE Suite 116 Site Code : 00000922 HIM Direction : CAMPUS DRIVE Santa Ana, CA. 92705 Start Date: 10/31/01 Client : CITY OF NEWPORT BEACH Page : 1 TURNING MOVEMENTS VON &ARMAN AVENUR CAMPUS DRIVE VON EARMAH AVENUE CAMPUS DRIVE Southbound westbound Northbound Eastbound Intrvl. ' - Start 10/11/01 Right Tbru left Right Thru Left Right - Thru Left 07:00 13 60 10 15 37 3 1 93 ii 0 99 71 413 07:15 8 67 5 25 39 13 2 109 12 2 90 49 121 07:30 10 81 8 18 40 8 7 125 7 12 159 96 571 Hour 2063 56 313 33 81 197 38 16 513 33 34 459 290 08:00 16 96 6 20 64 25 11 183 4 18 120 127 690 08:15 14 112 16 32 86 21 7 143 2 14 81 49 577 08:30 35 80 13 22 85 20 7 161 4 4 81 39 551 Hour 88 116 45 104 307 97 33 600 13 40 356 255 2354 [BREAK]----------------------- ----- •------- ......... ................................... 17 542 16:30 45 106 19 12 114 9 4 77 10 7 122 Hour 84 221 40 29 294 19 14 159 23 13 224 42 1162 17:00 69 188 46 13 151 1 4 91 17 15 121 40 762 993 17:15 49 180 54 22 240 16 5 107 18 11 204 126 87 63 836 17:30 58 264 32 10 127 7 4 96 32 17 7• Hour 266 843 192 75 654 35 20 393 181 54 563 255 3431 18:00 77 164 31 16 127 3 2 73 15 13 120 29 670 18:15 64 94 39 14 130 4 4 61 9 4 81 24 528 Total 635 2051 380 319 1709 196 89 1799 174 158 1803 895 10208 1 Apr. 20.7 66.8 12.3 14.3 76.8 8.8 4.3 87.2 8.4 5.5 63.1 31.3 4lot. 6.2 20.0 3.7 3.1 16.7 1.9 0.8 17.6 1.7 1,5 17.6 8,7 i VVA City : NEWPORT BEACH N/S Direction : VON IARMAN AVENUE E/M Direction : CAMPUS DRIVE Client : CITY OF NEWPORT BEACH IVON IARMAN AVENUE Southbouad Start Peak Hour Analysis By Entire Int Time 07:30 Vol. 65 394 40 Pet. 13.0 78.9 8.0 Total 499 High 08:15 Vol. 14 112 16 Total 142 PEP 0.878 Transportation Studies, Inc. 1820 E. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS CAMPUS DRIVE VON IARNAN AVENUE CAMPUS DRIVE Westbound Northbound Eastbound rsectian for the Period: 07:00 on 1O/31/0i to 09:45 on 10/31/01 07:30 07:30 07:30 93 271 68 31 637 16 64 471 21.5 62.7 15.7 4.5 93.1 2.3 7.2 53.4 432 684 881 08:15 08:00 07:30 32 86 21 11 183 4 12 159 139 198 267 0.776 0.863 0.824 VON BARMAN AVENUE 394 1876 6-I3 48 1575 CAMPUS DRIVE T- 93 352 E- 18/31/01 87.3Own 88:i5an <— 271 346 1233 2496 974 68 471 -3 542 64 71. I CAMPUS DRIU N 1218 526 637 16 31 VON HARMAN AVENUE a] Study Name: H0110142 Site Code : 00000922 Start Date: 10/31/01 Page : 2 346 39.2 96 Iatrvl. 1 92.5 City : NEWPORT BEACH I/$ Direction : VON IARMAN AVENUE H/M Direction : CAMPUS DRIVE Client : CITY OF NEWPORT BEACH IVON IARMAN AVENUE Southbound Start I I Transportation Studies, Inc. 1820 1. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS CAMPUS DRIVE IVOK IARMAN AVENUE Peak Hour Anaiysis By Entire Intersection for th Time 17:00 17:00 Vol. 266 843 192 75 654 Pet. 20.4 61.7 14,7 9.8 85.6 Total 1301 764 High 17:45 17:15 Vol. 90 211 60 22 240 Total 361 278 PHF 0.900 0.687 CAMPUS DRIVE Eastbound i' Study Name: H0110142 Site Code : 00000922 Start Date: 1O/31/01 Page : 3 Intrvi. _ka Total iod: 16:30 on 10/31/01 to 18:15 on 10/31/01 17:00 17:00 35 20 393 81 54 563 255 4.5 4.0 79.5 16,3 6.1 64.5 29.2 491 872 16 17:30 4 96 32 17:15 11 201 87 132 302 0.935 0,721 OM XARMAM AUEMUE 843 ?23 192 f 6 y 2824 CAMPUS DRIVE 1681 <.- i9/31/QL 75 65.8 we 85:45;: 654 255 1873 3431 1539 35 563 � � 775 54 71, CAMPUS DRIVE N 1426 932 393 ze UON X81 MAN AUANQUE 9240 MA4285AM ALT INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: MACARTHUR BLVD & NEWPORT Pl./VON KARMAN AVE 4285 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING .... .... ................... ........................................................................................................ . I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I Capacity I Capacity I Volume I Ratio I Volume I Volume i w/o Project I I I I I I I Volume I I ............................... NL I 16001 I 1661 0.104 I I I I NT � ..... i .................. i .................... i .................. i .............. i 4800 I I 1181 I 0.246 .................................................. . .................................................... . 2001 AM PROJECT V/C Ratio NR I 1600 1 I 445 1 0.278 I I .............. I ..... .................................................................. SL I 1600 1 I 54 1 0.034 * I I I I ................................................ ........................................................... .................................................................. ST I 4800 I I 483 1 0.101 I I I 1 .............. I ................ .......................................................... . SR I 1600 1 I 196 1 ........................................................................... 0.123 I I 1 ............. ! ................ j . EL 1 1600 I 44 1 0.028 * I I I I I ET 1 3200 1 I 148 1 ........................................................................... 0.046 I I 1 I .............. I ................ . ................................. ERI .................. 1600 I . 40 1 ...................1 ................. I .................. .............. ................ WL j 1600 1 I 62 1 .......................................................................... .I. 0.039 1 1 1 I ............. I ................ 1 . ................................................... WT 1 3200 1 . I 189 1 0.059 I I 1 1 1 ...... ................-... .................. WR I 1600 I I 42 1 ....0.026 i ......... i i .............. I ..............., 1 ..................................... EXISTING I.C.U. I 0.399 1 ............................................................................................................................................ . EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I . .................. ....................................................................................... EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I_I Projected + project traffic I.C.U. will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. will he greater than 0.90 I_I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I_I Projected + prof ect traffic I.C.U. with project improvements will be less than I.C.U. without project '- Description of system improvement: PROJECT MA4285AM I FORM II MA4285_ALT 2001 INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: Mi BLVD & NEWPORT PL/VON KARMAN AVE 4285 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM ... ................ ............... ...... ............. ................ ............... .......... ....... ..................... ...... .... .......... ........ I ...... .............. . I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C I I I Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I I I I I I 1 I I Volume ........................................................................................................................................................................ I NL 1 16001 1 551 0.034 I I I I I i...................................................:......................I.......................................................................................... NT 1 48001 1 7111 0.148 1 1 1 i 1 1 ............................................................................................................................................................ I NR 1 16001 1 731 0.046 1 1 1 1 1 I ................ . ...... I ..... I . . .................................................................................................................... i SL 1 16001 1 661 0.041 1 1 1 1 1 I ....................................................................................................................................................................... I ST 1 4800 1 I 1037 1 0.216 ....................................................................................................................................................................... SR 1 16001 1 1071 0.067 I I I I I ....................................................................................................................................................................... I EL I 16001 I 1631 0.102 ...................................................................................................................................................................... 1 ET 1 32001 I 2591 0.081 I I 1 I ....................................................................................................................................................................... I ER 1 16001 I 1391 0.087 I I I I I ................ ............... .................. ................................:.................................... .................... ............... .............. WL 1 16001 I 6351 0.397 I 1 1 1 ....................................................................................................................................................................... I WT I 32001 I 199 1 0.062 j I 1 1 I 1........................................................................................................................................................................ j WR 1 16001 I 841 0.053 1 ...................................................................................................................................................................... I EXISTING I.C.U. 1 0.728 1 1................ ............... ......... .......... ................ ............... ................. ............. I ....... .................... . I EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I ........................................................................................................................................................................ I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I ............................................................................................................................... ............ I_1 Projected + project traffic I.C.U. will be less than or equal to 0.90 1_i Projected + project traffic I.C.U. will be greater than 0.90 I_j Projected + project traffic I.C.U. W/systems improvement will be less than or equal to 0.90 i_I Projected + project traffic I.C.U. with project improvements will be'less than I.C.U, without project Description of system improvement: PROJECT FORM II MA4285PM I ,' i I 'y2B' JA4305AM 2001 INTERSECTION CAPACITY UTILIZATION ANALYSIS qCl FO R� INTERSECTION: J& CAMPUS DRIVE 4305 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 AM I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C I Capacity I Capacity I Volume I Ratio I Volume I Volume 1 w/o Project I I Ratio I I I I I I I I Volume I I I ........................................................................................................................................... NL I 1600 I I 185 I 0.116 I I I I I ......................................................................................................................................................... NT I I 1536 I I I 1 1 1 . 0.253........................................ } ............... } I NR I I 82 I I I I I SL I 320*0 I I 415 I 0.130 I .................. i .................... i .................. i .............. I ................ .aya ......................... ................ ............... i .................. i --••-2�2d. ............. .................... i . 1 I I } 4800................................... } 0.615"....................................... } ............... } I SR . 1 1 228 I 1 I 1 I I ........... -............................................................................................ ................................................. . ........................... . i EL i I 117 I I I } I 0.056 •....................................... } .............. ET 1 1 153 1 1 I 1 I I .............. ................ ............... ................... ................ 22............... .............. ..... ..................... ................... . ...... I ....... ................. ER I N.S. I WL I 1600 I I 1............................................................................................ 513 0.3211 ............................................................................................. . 446 1 0.139 1 1 1 1 1 1 ......................................................... WT I 3200 1 I WR I 1600 I I 132 I 0.083 1 1 1 1 1 1 ......... ............................................................................................. 1 EXISTING I.C.U. I 1.108 I EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I I .......................................................................................................................................................... .I ................ EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. ............................................... . Split Phase E/W direction .............. I_I Projected + project traffic I.C.U. will be less than or equal to 0.90 1_1 Projected + project traffic I.C.U. will be greater than 0.90 1_I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project .............................................. ........ .. MDescription of system improvement: ................................................. . PROJECT JA4305AM ............................... FORM II IF Q2`\ 10/16/2003 10:42 FAX 714 938 0988 XIHLEY HORN ORANGE W 003 145 . Jamboree Rd. at Michelson Dr. 2002 IK Interim Year Analysis (N/0 Alit) AM PK HOUR PH PK HOUR I LANES CAPACITY VOL VIC VOL VIC I I I I N8L 1 1700 255 .15* 48 .03 NOT 4 6800 1245 .18 1903 .29* I NOR 1 170D 326 .19 324 .19 I I I SBL 2 340D 601 .16 580 .17* I SOT 4 68DD 2251 .33* 1295 .19 I I SOR f 1424 305 I I I COL 2 3400 131 .04* 820 .24* EST 2 240D 96 .04 614 .21 I EBR 0 0 43 111 WBL 2 3400 215 .06 Z44 .07 HOT 2 340D 387 .11* 214 .06* WOR f 205 49Z Clearance Interval .05* .05* TOTAL CAPACITY UTILIZATION .68 .81 150 . Jamboree Rd. at MacArthur 81. I 2002 IBC Interim Year Analysis (N/0 nit) AM PK HOUR PH PK HOUR I LANES CAPACITY VOL VIC V1L VIC I I I NBL 2 34DO 452 .13* 178 .05 I NOT 3 5100 855 .17 SD3 .16* I NOR f 236 58 i I I I SAL 2 3400 254 .07 669 .20* I SOT 3 5100 618 .12* 1044 .20 I SOR f 227 89 I I E8L 1 1700 51 .03' 179 .11 I EST 3 510D 267 .05 1603 .29* I EBR f 124 208 j I I HBL 1 1100 I66 .30 267 116* I I NOT 3 S100 1768 .42* 487 .14 I I WBR 0 0 376 223 Clearance Interval OS* 05* I ' ' TOTAL CAPACITY UTILIZATION .76 .56 247 , Jamboree Rd. at Campus Or. Zen 18G Interim Year Ana:YS1S ar0 %M i AH PK HOUR PH PK HOUR LANES CAPACITY VOL VIC VOL Vic I I NBL 1 1700 121 .07* 64 .D4* I I NOT 4 680D 2441 .22 1745 .31 NOR 0 0 79 344 I SBL 2 3400 372 .11 336 .10 I SOT 3 530D 1747 .37* 1772 .38, SBR 0 0 163 162 I I EBL 1.5 305 364 I 'EST 1.S 510D 130 .05* 726 .21* I EBR f 3 10 I I WBL 2 3400 224 .07 107 .03 I WBT 2 340D J27 .10* 264 .08* I WBR 1 1700 133 .08 306 .18 I I Right Turn Adjustment NOR .02* I Clearance Interval .05* .05* I I Note: Assumes E/W Split Phasing I TOTAL CAPACITY UTILIZATION .64 .78 181 . Harvard Av. at Edinger Av. 2002 IBC Interim Year Analysis W/o nit) AM PK HOUR PH PK HOUR I LAMES CAPACITY VOL VIC VOL VIC I I N8L 2 3400 141 .04* 164 .05 I NOT 2 340D 123 .04 620 .16* I I NOR I 170D 46 .03 202 .12 SBL 1 1700 91 .05 4D .02* I SOT 2 3400 484 .14* 163 .05 SOR d 1700 107 .06 35 .02 EBL 2 3400 22 .01* 147 .04 I I EST 3 5100 269 .05 838 .16* EBR d 1700 104 .06 83 .05 WBL 2 4400 241 .07 67 .03* I WBT 3 5100 894 .19* 558 .13 I WBR 0 0 53 96 Clearance Interval 05* •05* I L_ TOTAL CAPACITY UTILIZATION .43 A e?3(7 JA4305PM 1 INTERSECTION CAPACITY UTILIZATION ANALYSIS Cq INTERSECTION: JAtvi60R ROAD & CAMPUS DRIVE 4305 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I I Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I I 1 Volume I I I ......................................................... Kit I 1600 1 1 I *.....-.................................................. I 127 I 0.079 . I I I .................................................................................................. :.............. 1635 1 1 1 ......NT...... } 6400 I .................. ............... } 0.317 ................. .................... } NR I I 392 1 1 I ................................................................................................................................. SL 1 3200 I I 292 I 0.091 1 I I ................. . 2081 I I I ST4800 I .................. I ............... } 0.496 *.................................... } SR............. I .................. I 300 ...................... I ................ I ................... I ............ EL 4800 I 1 302 } 0.189 I ................ . ................... } � ET........I..................I..-.....189605................ ................ I.... -----*.........I......... , ....... ER..•-� I• N.S. I I I I I I .................................... * ............. WL 1 1600 1 I 198 I 0.124 I I ................ ............... ................. .................. ............... .......... I..... ................................. WT I 3200 I ..................1.........333 I ..104 I ................ I ...................I ............ WR 1 1600 I I 288 I 0.180 I I I EXISTING IA.0 ........ ........888 I ................ ............. ................. I EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I '................................................................................................................................... EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. ................................................................................................................................... Split Phase E/W direction ' I_I Projected + project traffic I.C.U. will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. will be greater than 0.90 I_I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: ............................................................ . PROJECT JA4305PM 1 rz�I�3t]i�i ............................ . PROJECT 1 PROJECT I Volume I V/C I I Ratio I I I I I ............... } .............. I I ..................... ............... } I I ..................... .............. } I I .............. ...... .............. 1............... . ..... I I ............................... ............................... FORM II 11 p31 JA4308AM INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: iAMROREE ROAD & BIRCH STREET 4308 --Wnluw� EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 AM ................................. . I EXISTING I ............................................................................................................... PROPOSED i EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED PROJECT I Pf2OJECT 1 i Movement I Lanes j Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I WC I j I Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I 1 I I I I I I I Volume I I I i ............................................I..........I....... NL 1 1600 1 1 324 I 0.203 " I ....... I I I NT I ................................................... 1 1630 I I 1 1 1 I ................. } 4800..................................... } 0.340.................................... } ....... } i NR I 1 1 1 1 I 1 i I j 1..................................................................................................................................................................................... ISL I 1600 I ...001 I I ................. I .. ........... 1 ........ I ................... I ................ I................ j ST,..... 1 4800 1 ................................ .... . I 1 0.556 " I I I I . 1...................................................................... } SR I N.S.I ...................,........................................................................ 1 824 I I i Iuccrl�'F�'t,,S . ........ I ...... . ...... I I .... I...... ................................ .............................................. EL 1 ............... 1 171 1 1 1 I 1 I 1 ................. } 3200..................................... } 0.054 "........,............................... } ........... } I ET I I 2 ....................... ER 1 N.S. j 5I 1 ..................... ......,.. I I j .................................................................................................. WL 1 1 9 I I i 1 1 I ..................} , .... ............. I.. ............ I ... }................... ...................... } ................} I WT 1600 1 1 4 0.013 • I I I I I . ..... I ............. .............. .......... .............. i WR ................. 1 .................................................................................................................................................................. 1 8 1 1 i 1 I I 1 EXISTING I.C.U. I 0.826 j I EXISTING + REG GROWTH+ COMMITTED W/PROPOSED IMPROVEMENTS I.C.L 1 ...................................................................................................................................... EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. ........................................................................................................................................ Split Phase E/W Direction I_I Projected + project traffic I.C.U. will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. will be greater than 0.90 I_I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 i_1 Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project .. .......... ....... ................ .................. I.. , ............... ............... .................... ...................... ....... Description of system improvement: .................................... PROJECT JA430SAM FORM ll I. !, ys& I 10/18/2003 10:41 FAX 714 938 9988 HIHLEY HORN ORANGE 121002 339 . Jamboree Rd. at NcGaw Av. 2002 Circulation Phasing Analysis (W/o nit) AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3400 200 .06* 63 .02 NBT 4 6800 1291 .20 3042 .45* NBR 0 0 72 16 I I SBL 2 340D 30 .01 7 .00 SBT 4 6800 3111 .48* 1810 .27 SBR 0 0 166 27 I I EBL 1 1700 30 .02* 211 .13+ EBT 2 34DO 23 .01 112 .07 i EBR 0 0 47 -.03 183 .11 I I WBL 1 1700 43 .03 39 .02 WBT 2 3400 43 .02* 24 .01* WAR 0 0 11 32 .02 Right Turn Adjustment WBR .O1* Clearance Interval .05* .05* TOTAL CAPACITY UTILIZATION .63 .65 146 . Jamboree Rd. at Dupont Rd. 2002 Circulation Phasing Analysis (W/0 nit) I I I AM PK HOUR PH PK HOUR LANES CAPACITY VOL V/C VOL V/C I I I NBL 1 1700 188 .11* 80 .05* NBT 4 6800 1624 .24 2222 .33 NBR 1 1700 5 .00 46 .03 I I SBT 3 5100 2180 .43* 1869 .37* 1 I SBR d 170D 325 .19 130 .08 E8L 1 1700 47 .OV 284 .17* EBT 2 340D 4 .00 51 .03 EBR 0 0 19 .01 263 .15 I WSL 1 1700 44 .03 25 O1 WBT 2 3400 41 .02* 7 .00* WOR 0 0 126 .07 54 .03 Clearance Interval .05* .05* TOTAL CAPACITY UTILIZATION .64 .64 'Q33 140 . Jamboree Rd: at Kelvin Av. 2002 Circulation Phasing Analysis Wo nit) I ' I AM PK HOUR PH PK HOUR I LANES CAPACITY VOL V/C VOL V/C I I NBL 1 1700 51 .03* 64 .04 I NBT 4 6600 1666 .27 2BO5 .42* NOR 0 0 156 .79 I I SBL 1 1700 15 .01 4 .00 1 SBT 4 6B00, 3200 .47* 1896 .28 SBR 0 0 14 32 I EBL 1 1700 27 .02 22 .01 1 EBT 1 1700 3 .00* 7 .00* EBR d 1* 117 .07 62 .04 NBL 1 1700 59 .03* 109 .06* WBT 1 1700 3 .00 4 AD WBR d 1700 2 .DO 27 .02 Right Turn Adjustment EBR .05* Clearance Interval .05* .05* TOTAL CAPACITY UTILIZATION .63 .53 14B . Jamboree Rd. at Birch St 2002 Circulation Phasing Analysis (W/0 Nit) I I I AM PK HOUR PH PK HOUR I LANES CAPACITY VOL V/C VOL V/C I i NBL 1 1700 274 .16* 96 .06* NBT 3 5100 1395 .27 1545 .30 NBR 0 0 4 1 I I SBL 1 1700 1 .00 4 .OD I SBT 3 5100 1358 .27* 1710 .34* SBR f 563 283 I EBL 1.5 224 685 EBT 0.5 3400 4 .07* 1 .20* EBR f 62 93 I WBL 0 0 2 1 WBT 1 170D 2 .00* 1 .00* WBR 0 0 3 1 Clearance Interval .05* .05* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .65 .65 M JA4308PM 11 INTERSECTION CAPACITY UTILIZATION ANALYSIS Cq� INTERSECTION: W..SEE ROAD & BIRCH STREET 4308 EXISTING TRAFFIC VOLUM—ES BASEDD 0 ERAGE DAILY TRAFFIC WINTER/SPRING ...................................................................................... 2001 PM . ................................ .... ................. I ... .......... I I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I Movement I Lanes I Lanes I PK HR I WC I GROWTH I PROJECT 1 V/C Ratio i I Volume I V/C I I 1 Capacity I Capacity I Volume I Ratio Volume I Volume I w/o Project I I Ratio I I I I I I I I I Volume I 1 .I ....................................................................................................................................................................... NL 1 1600 1 1 88 1 0.055 i 1 1 1 I I I....................................................................................................................................................................... NT 1 1 1427 1 1 1 1 I 4800................................... } 0.298..................................... } ......... I NR I 1 1 1 1 I I I I i....................................................................................................................................................................... St. I 1600 I .. 1 ...001 I ...... .......... I .....I ............. I .............. ......... j ........ ST 1 4800 1 1 1827 1 0.381 1 1 ..............................................................I........ 1 1 I . ................................................................. I SR I N.S. 1 228 . . .............. ....... . ................... ..... . .............. ..... j .................. ............... i EL 1 1 524 1 I 1 1 1 I ................ } 3200................................... } 0.164 . ................. ................... } ........... } I 1 ET I 1 1 1 1 I 1 I I .................................................................................................................................................... 1 I ER I N.S.1 I 163 1 1 1 1 .............. . ................ . ................... . ................... 1 1 i . .............. . ............. i i.................................................. . ............... . i WL I .. I I I I i I .................. ............... .............. 1 WT 1600 1 1 1 0.001 " I I I I I 1 ................}....... I .......... ................ }................. ........ ............ } ..........,...} I WR � 0 i 1 .................... .................... ............... .............. j ................... I EXISTING I.C.U. I. 0.601 1 ................... ................... I i .................................................................................................. i EXISTING + REG GROWTH+ COMMITTED W/PROPOSED IMPROVEMENTS I.t I . ................ .. ................... . ................... I I . .............. . ... I ......... ................ . .............. . .................. . ............... . .............. I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. ............... ................. ..................... .................... I I ............... .............. . ... ............. ............... ................... ................ Split Phase E/W Direction I_I Projected + project traffic 1.C.U, will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. will be greater than 0.90 I_I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 1_1 Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project . ........................................................................................................................................................................... Description of system improvement: .. ................ ............... ................... ................ ............... ...... ........... ..................... .................... PROJECT ............... ...I.......... . FORM II JA4308PM T$A SEP-il-02 10:So RM TRRNSPORTRTION.STUDIES 949 852 8441 II II City; NEWPORT BEACH N-S Direction; IRVINE / CAMPUS E-W Direction: BRISTOL STREET Start Time Factor 07:00 AM 07:15 AM 07:45 AM 07:45 AM Total 08:00 AM 08:15 AM 08:30 AM 08:45 AM Total "• BREAK 411 04:30 PM 04:45 PM Total 1 05:00 PM 05:35 PM 05;30 PM 05:45 PM Total 06:00 PM 06:15 PM Grano Total Apprch % Total % II 11 I! II II Transportation Studies, Inc. 1820 5.Garry Avenue Suite 110 Santa Ana, CA, 92705 Groups Printad- Turning Movamanls CAMPUS STREET BRISTOL STREET , ' 'IRVINE AVENUE Southbound Waatbeund Northbound Right" Thru Left Right 'Ttrui ' Left; , R_Ight, Thru i 1.0 1.0. 1.0'. 1.0 1.0 , 1.0 1.0! 3 :0,, . 35 51 23' 32 117 17' 16 152 47 42 16 46 138 20' 27 192 39 66 281 45 221 32 42 268 59 72 39; 55 351. 471 47,_ .300 160 231 106, 178 827 116' 132 912 58 53 20'• 46 347 52 54 323 53 50 27. 59 372 SS: 49 292 54 58 28 63 361 56 51 295 56 59 26 51 386 56,, 53 311 221 230 101 219 '1466 2191 207 1221 File Name ; H0209008 Site Code : 00000924 Start Date : 09/10/2002 Page No ; 1 BRISTOL STREET Eastbound Left Right Thru Left Int. Total 1.0 ; 1.0. 1.0 1.0 94 78 206 195 1046 109 87 246 211 1181 136 101 303 256 1537 126 101 357 283 1937 465 367 1112 945 5571 143 137 393 309 1935 130 131 327 304 1859 136' 133 336 308 1879 122, 112 336 292 1860 531 513 1392 1213 7533 162 183 59 25 385 64: 46 164 130 126 210 116 1570 199 175 39 27 499 53' 59 15.8. .109. 110 208 113 1747 361 358 98 52 884 117' 105 322 239 236 418 227 3417 215 164 35 31 466 52: 49 159 124. 108 206 127 1736 242 274 46 30 686 Be' 65 201 176 137 281 122 2318 260 260 54: 33 630 82 58 173 122 133 301 108 2214 273 254 68„ 37 571 69: 68 197 152 142 292 119 2342 990 ' 952 263 131 2453 261i 240 736 574' 520 1080 476 8610 257 233 41. 41 627 63 63 176 134 130 284 109 2158 268 247 53; 33 594 59: 58 182 127 127 247 121 2116 2277 2251 602 654 6851 935: 805 3543 2070 1893 4533 3091 29405 44,4 43.9 11.7: 7.8 82.1 10.0' 12.5 55.2 32.3 19.9 47.6 32.5 7.7 7.7 2.0 ! 2.2 23.3 2.8 : 2.7 12.0 7,0 6.4 15.4 10.5 i Y35 SEP-11-02 10:53 AM TRANSPORTRTION.STUDIES Transportation Studlas, Inc. 1820 E. Garry Avenue Suite 118 Santa Ana, CA. 92706 949 852 8441 P . 09 ,,11 File Name : H0209008 Site Code : 00000924 Start Date : 09/10/2002 Pape No : 2 , CAMPUS STREET ;" BRISTOL'STREET 1 'IRVINEAVENUE BRISTOL STREET Southbound Westbound Northbound Eelbound Start Time R'gh Thru Le}t App'' Rrgh.Thru Left. App. RlghrThru' Lett App, Righ Thru Left App' Int. t Total t ; I Total t Total t . Total Total Peak Hour From 07:00 AM to 08:45 AM Peak 1 of 1 , Intersectrn 08:00 AM Volume 221 230 101 552 219 146 6 219 1904i 207 1 122 531 1959 513 139 2 221 3 3118 7533 Percent 40.0 41.7 18.3 11.5 77.0 11.5 10.6 62.3 27.1 16.6 44.6 38.9 08:00 58 53 20 131 46 347 52 4451 54 323 143 520 137 393 309 a39 1935 Volume Peek 0.973 Factor High Int. 08:45 AM 08:45 AM 08:00 AM 08:00 AM Volume 56 59 26 141 51 386 56 493• 54 323 143 520 137 393 309 839 Peak 0.979 0.966 0,942 0.929 Factor Out In Total .26631 ' 552' 13205, 1 ' 221J 230, i01'1 'Rfpht Thru Left i gig r—f2 t Northm ' -8 M Turqing Movemonts _r i Lett Thru RI ht -S3Tj 1221. 207, . '.tin9 �Total' . 0612j I IRVINE AVENUE I (�7 SEP-11-02 10:54 AM r TRANSPORTRTION.STUDIES 949 852 8441 P.10 Transportation Studies, Inc, 1820 E Garry Avenue Suite 11a File Name : H0209008 Santa Ana, CA. 92705 Site Code : 00000924 Start Data : 0911012002 ' Page No : 3 CAMPUS STREET BRISTOL STREET I IRVINE AVENUE BRISTOL STREET Southbound Westbound Northbound Eastbound Start Time Rlgh Thru Left t App. Righ Total t Thru I Left App' Rtgh I Thru i Total,; t• Lett ApP. Total RIBh Thru Left App. InL t Total Total Peek Hour From 04:30 PM to 06;15 -, PM ..Peak • 1 of I Intersectlo 05:15 PM n Volume 103 102 209 2262 141 262 272 3027, 254 747 584 1585 542 115 458 2158 9032 Percent 45.6 45.2 9.2 4.7 86.4 9.0 ; 16.0 47.1 36.8 25.1 53.7 21.2 05:45 Volume 273 254 6B 595E 37 671 69 777 68 197 152 417 142 292 119 553 2342 0.964 Peak Factor High Int, 05t45 PM ; 05:45 PM 05:15 PM 05:45 PM Volume 273 254 68 595. 37 671 69 777 65 201 176 442 142 292 119 553 Peak 0.960 0.974• 0.896 0,976 Factor cc Out In Taal ' 1340 1 p; ,�eae• 1032'1021; 209 Right' Thru Left' North • + � 5 N BrI01025.15:00 PM 4 s RS mot- 2110102 e:00:00 PM N jTuminOMovementa � I Loft Thru Right 1841 747; Q l lOCTI. I iIn 5-Tottal IRVINEAVEN E 931 BR4175AMALT INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION BRISTOL STREET NORTH & BIRCH STREET 4175 EXISTING TRAFFIC VOLUMLS BASED ON AVERAGI= DAIL TRAFFIC WINTER/SPRING 2001 AM — j EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT Movement I Lanes I Lanes ( PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I I I I I I I Volume I I NL I 3200 I i 138 I 0.043 — NT I 3200 I 11255 I 0.392 �NR —sL --- ST I 2400 I I 143 i 0.060I— SR I 4000 I I 145 I 0.036 —EL ET -- ....... — ER ........ _..� i 1 — — .. . .... _..... .__ _ WL 2400 I 371 I 0.155 .._...._.... _..._ WT 5600 1372 ......... i I } 0.320 I I WR 419 EXISTING I.C.U.» I 0.712 I EXISTING +REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U.— jEXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. i _I Projected + project traffic I.C.U. will be less than or equal to 0.90 I —1 Projected + project traffic I.C.U. will be greater than 0.90 _I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I —1 Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: -- PROJECT BR4175AM FORM II , vs8 BR4175PMALT INTERSECTION CAPACITY UTILIZATION ANALYSIS O0.N c���e- •9Cl F INTERSECTION BRISTOL STREET NORTH & BIRCH STREET 4175 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I Movement I Lanes Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I 2001 PM PROJECTI V/C I Capacity I Capacity Volume I Ratio I Volume I Volume I w/o Project I I Ratio I I I I I I I volume I I I NIL I 3200 I I 176 I 0.055 I I I I I I - - --- --- - - -- — - - - NT I 3200 I I 366 I 0.114 1 I I I I I —•-••-- . --- ........ — --- — -- -- — -- — — --- - — - - - — -- I NR I I I I I I I I I I __ ._--••'• I —_ — st _ I i - - I I ti' LA�jva �C ts�l�wsnu�.a I I ST I 2400 I I 2452 I 1.022 I I I I I SR I 4000 I I 1362 I 0.341 I I I I I EL I I I I I I I I I I — ----- ---- --------------- ET I I I I I I I I I — - —____ _-- -- — ---I ER I I I I I I WL 2400 I I 523 I 0.218 I I I I I I ........... . —• .— — -- — — — — --.... — --- — — — — — — --- I WT I I 1313 I I I I ? 5600 104 } 0.253 i—•------- I ---- I i ..... __... I I WR I I -- --_----------- ------- ---- - ----------- I EXISTING I.C.U. I 0.594 I ' EXISTING +REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I -------- - --- — — '— — — _ — -- — _ EXISTING + COMMITTED+ REGIONAL GROWTH + PROJECT I.C.U. I I - - -------- -- — — — — — --- —----------------- - - -------•--- - ••--•----•-•-- - ----•------ - _I Projected + project traffic I.C.U. will be less than or equal to 0.90 _I Projected + project traffic I.C.U. will be greater than 0.90 _I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 _I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: PROJECT FORM II 1IR4175PM 1 93q 6R4160AMALT INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: S BRISTOL STREET & BIRCH STREET 4160 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTERISPRING 2001 AM I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I WC Volume PROJECT, VIC Movement I Lanes I Lanes I PK HR I VIC I GROWTH I PROJECT I Ratio I I I I Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I I I I I I I I Volume I I NL I NIT I I 524 I I I I I 6400 - 0.123 NR 266 } } I I St. ST SR EL ET ER WL WT I I I i I 1 I I } I } 1 I I I I 1 I I I I WR I EXISTING I.C.U. I 0.406 j I I EXISTING +REGGROWTH + COMMITTED W/PROPOSEDIMPROVEMENTS I.C.0 I I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C:U. -_ I 1 3200 1 1 179 1 1 3200 1 1 345 1 I I i I I 882 8000 1 I 762 I 1 169 0.056 0,108 1 I 0.227 I I 1_I Projected+ project traffic I.C.U. will be less than or equal to 0.90 IJ Projected +project traffic I.C.U. will be greater than 0.90 [1 Projected+ project traffic I.C.U. wlsystems improvement will be less than or equal to 0.90 [j Projected +project traffic I.C.U. with project improvements will be less than I,C.U. without project Description of system improvement PROJECT BR4160AM FORM II I 1 I q* 1 I BR4160PMALT INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: S. BRISTOLSTREET& BIRCH HSTREET 4160 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL Movement I Lanes I Lanes I PK HR j VIC ( GROWTH I I Capacity I Capacity I Volume I Ratio I Volume I I I I I I Ni. I I I I I 1 254 I NT 6400 I } 0.090 - NR } I I 319 I SL I 3200 I I 371 I 0.116 j I _ _ I ST I 3200 I I 812 I 0.254 _ _ SR I I I I I EL I I 238 I } ET } 8000 I I 1157 0.189 ER } I I 119 } I WL I I I I I I I I WINTERISPRING 2001 PM COMMITTED I PROJECTED I PROJECT I PROJECT I j PROJECT I V/C Ratio I Volume I VIC I Volume I w/o Project I I Ratio I I I Volume I I I I I I I I I I I I I I I I I I I I I I I I I I WT I ' I WR I 0.443 i EXISTING 1 C.0 I I EXISTING+ REG GROWTH +COMMITTED WIPROPOSED IMPROVEMENTS I.C.U. I I jEXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C_U. ' CI Projected + protect traffic I.C.U. will be less than or equal to 0.90 I 1 Projected + project traffic I.C.U. will be greater than 0.90 1_I Projected + project traffic I.C.0 w1systems improvement will be less than or equal to 0.90 I_I Projected +project traffic I.C.U. with project improvements will be less than I.C.U. without project _ Description of system improvement: _ — FORM II PROJECT BR4160PM P�1 � IR4103 INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: 15ZNgAXW4 & MESA DRIVE 4103 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I Movement I Lanes I Lanes I PK HR I VIC I GROWTH I PROJECT I VIC Ratio I Volume I I Capacity I Capacity I Volume I Ratio I Volume I Volume 1 wto Project I I I I I I I I I Volume I I NL 1 1600 1 1 63 1 0.052 1 1331 1 I I I I NT } 3200 I I } 0.567 NR I I 482 I I I I I St. 1 1600 1 I 11 I 0.007 I I I I i ST I I 463 V155 I`I I (e (,�rki,Sn C Q 4( �� j3200 - 42 } 0.158 SR } I I _ EL 1 1600 1 i 176 I 0.110 I ET I i 317 0,240 ER ) 1600 i i 67 } WL 1 1600 1 I 133 1 0,083 WT 1 1600 1 1 44 I 0.028 1 1 1 1 1 W R 1 1600 1 1 5 1 0,003 1 1 1 I 1 EXISTING I.C.U. 0.897 1 EXISTING +REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. _ I I J Projected + project traffic I.C.U. will be less than or equal to 0.90 I _1 Projected + project traffic I.C.U. will be greater than 0.90 i _I Projected + project traffic I.C.U. wlsystems improvement will be less than or equal to 0.90 I _I Projected + project traffic I.C.U. with projecHmprovements will be less than I,C.U. without project Description of system improvement: PROJECT IR4103AM 2001 AM PROJECT I VIC I Ratio I I I I FORM II I I I I 9y2 I IR4103 lei INTERSECTION CAPACITY UTILIZATION ANALYSIS Cq�"R �P INTERSECTION: IRVINE AVENUE & MESA DRIVE 4103 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM _ — ... .... —.... -- --- -- — I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume IVIC I Ratio I Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I I I I I I I I I Volume I I I NL 1 1600 1 58 0.036 I 1 —1 1 I .__...--••'-• _ ............ • •---•-.._.. 610 I I 1 1 I ............... NT} 3200 I -- -- I _.— `-179 NR } 0.247 i-------- i -------- i . I I 1 I 1 — -- -- — — — — — -- I SL I 1600 1 I 11 I 0.007 1 I I I I 1 ST 1 I 1450 I I I I I I SIR— } 3200 -- — — 175 } 0.508 SR I I I EL 1 1600 1 I 44 I 0.028 1 I I I I ---'—'_ — - - ------ ..... .—......-- ET 1 I 71 I I 1 1 1 I } 1600 — — 173 } 0.153 1 ER I 1 — -- I i WL 1 1600 1 I 542 1 0.339 - I I I I I I ......• i— _ -•---........ i-••-— —••— i•— .... _... 1435 0.272 1 I ----------- - --•--- — --- '1 W R I 1600 I I 4 1 0.003 1 1 1 1 I I — —--- -------- — - ------- EXISTING I.C.U. I 1.036 EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I I _I Projected + project traffic I.C.U. will be less than or equal to 0.90 �1 _I Projected + project traffic I.C.U. will be greater than 0.90 1 —1 Projected + protect traffic I.C.U. w/systems improvement will be less than or equal to 0.90 _1 Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: PROJECT IR4103PM FORM II it 945 City : NEWPORT BEACH N/S Direction : IRVINE AVENUE BIN Direction : UNIVERSITY DRIVE Client : CITY OF NEWPORT BEACH Transportation Studies, Inc. 1820 H. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS L Study Name: E0110147 Site Code : 00000917 Start Date; 10/25/01 Page : 3 Start Time IRVINR AVENUE Southbound Right Thru Lift UNIVERSITY Westbound Right DRIVE IRVINR AVENUE Northbound Right TbrU Left UNIVERSITY Hastbound Right- DRIVE Thru Left Intrvl. __%Ul 10/25/01 --- 7 80 7 4 -Thlru 0 2 6 204 12 23 4 13 362 07:00 07:15 15 100 9 1 10 2 9 237 14 12 16 17 442 07:30 9 176 7 1 4 2 6 345 25 43 14 29 661 Hour 20 51 1 523 31 8 21 7 30 1310 107 109 55 122 2374 08:00 9 220 14 7 10 5 21 449 38 31 25 81 910 08:15 11 193 31 2 2 4 17 461 60 30 33 28 70 70 914 830 08:30 25 189 29 8 11 6 18 379 48 17 Hour 73 183 ill 27 30 21 76 1647 204 113 Ill 287 3483 [BRRAb] 16:30 49 333 1 12 ............................................................ 4 8 4 170 31 34 10 22 684 Hour 89 742 14 11 12 16 10 336 62 80 16 44 1438 17:00 52 487 17 9 26 8 2 207 37 33 39 13 13 20 40 911 975 17:15 78 513 5 10 21 9 9 4 5 193 198 50 28 54 1 27 981 17:30 11 542 13 14 17 1 Hour 261 2100 40 38 82 28 17 817 154 178 31 117 3863 18:00 61 521 10 17 16 3 10 197 28 42 32 5 12 20 38 930 863 18:15 5', 411 5080 15 221 18 125 38 199 15 90 8 151 192 4499 27 582 554 230 628 12951 Total 1 Apr, 592 10.0 86.2 3.7 30.1 48.0 21.7 2.8 85.9 11.1 39.2 16.2 44.4 Ilot. 4.5 39.2 1.7 0.9 1.5 0.6 1.1 34.7 4.4 4.2 1.7 4.8 9*� )0 City : NEWPORT BEACH N/S Direction : IRVINH AVENUE 1/1 Direction : UNIVERSITY DRIVE Client : CITY OF NEWPORT BEACH IIRVINE AVENUE Southbound Start Thru Peak Hour Analysis By So Time 07:45 Vol. 65 769 Pct. 7.0 83.9 Total 916 High 08:00 Vol. 9 220 Total 243 PUP 0.942 Transportation Studies, Inc, 1820 E. Garry Avenue suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS UNIVERSITY DRIVE IIRVINE AVENUE Nestbound Northbound Intersection for the Period: 07:00 on 10/25 07:45 07:45 81 19 30 18 65 1813 8.9 28.3 44.7 26.8 3.1 87.1 67 2080 08r3O 07:45 14 8 11 8 9 524 27 589 0.620 0.882 Study Name: E011O147 Site Code : 00000917 Start Date: 10/25/01 Page : 2 UNIVERSITY ➢RIVE Rastbound to 08:45 on 10/25/01 07:45 202 109 107 284 9.7 21.8 21.4 56.8 500 08:00 56 31 25 81 137 0.912 IRUINE AUENIIE 769 2116 65 8I2I•• (J � y 3032 UNIVERSITY DRIVE T- 19 297 E— 10/25/91 07:45a" ,. 0s:30al+ E— 30 284 797 3563 321 18 107 /jam 254 109 � 13 UNIVERSITY DRIU N 2976 y � T 896 1913 202 65 IRUINE AVENUE Intrvl. q q City : NEWPORT '?tCH 1/3 Direction : AVIBE AVENUE R/W Direction : UNIVERSITY DRIVE Client : CITY OF NEWPORT BEACH IRVINB AVENUE Southbound Start Peak Hour Analysis By Entire Time 17:15 Vol. 270 2134 Pct. 11.0 87.5 Total 2137 High 17:30 Vol. 73 542 Total 628 PHF 0.910 Transportation Studies, Inc. 1820 B. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS UNIVERSITY DRIVE IRVINB AVEHUR Westbound Horthbound UNIVERSITY ➢RIVE Bestbound Intersection for the Period: 16:30 on 10/25/01 to 18:15 on 17:15 17:15 17:15 33 46 72 23 25 807 145 187 1.3 32.6 51.0 16.3 2.5 82.5 14.8 57.1 141 977 327 17:15 17:45 17:15 13 10 21 9 6 219 39 39 40 264 92 0.881 0.925 0.888 Pr Study Name: 90110117 Site Code : 00000917 Start Date: 10/25/01 Page :3 Iotrvl. , Total r 23117 7.0 35.75.7 13 IRUINE AUENUE 2134 978 272 33-- 3487 UNIVERSITY DRIU 46 487 'C— 8 :15pM 96. all= E— 72 117 B14 3882 222 23 23 � 81 IINIUERSITY DRIU N 3321 y t T 2344 gel 145 25 IRUINE AVENUE 40I ' r r r r 1 r r r r r d1 Transportation Studies, Inc. City : NEWPORT BEACH 1820 1. Garry Avenue Study Name: Site Code : H0110148 00000917 Is Direction : IRVINE AVENUE Suite 116 Santa Ana, CA. 92705 Start Date: 10/24/01 /V Direction : SANTIAGO - 221D ST. Page : 3 lient : CITY OF NEWPORT BEACH TURNING MOVEMENTS IRVINR AVENUE SANTIAGO DRIVE IRVINR AVENUE 22ND STREET Southbound Westbound Northbound Eastbound Intrvl. Start Right T i h rRight Total -MM--L& 10/24/O1 18 7 0 0 189 8 6 4 16 330 07:00 7 68 7 19 8 0 0 242 5 27 6 18 436 07:15 07:30 4 4 99 204 8 11 31 11 1 2 301 10 is 37 8 22 642 7. 7 4 40 40 108 10 36 9 2 4 395 1127 38 85 26 8S 2121 Hour 24 545 08:00 9 178 19 31 11 6 0 342 22 18 8 11 39 51 683 739 08:15 17 181 8 46 21 3 2 2 358 321 20 14 21 28 658 08:30 8 186 7 27 11 4 19 41 Hour 1 41 24 759 49 140 1 53 lfi 4 130E 71 88 38 119 2746 (BREAK] 15 26 27 11 ....................... 8 185 36 . ......•...................... 24 20 25 102 16:30 18 307 2 24 1 12 767 1 49 696 7 32 24 50 i 40 12 12 395 66 48 32 31 1469 Hour 17:00 31 411 11 17 19 2 6 234 28 31 33 25 12 16 23 10 827 900 17:15 17:30 26 31 508 478 23 21 17 14 12 17 4 0 5 4 223 223 36 21 16 9 870 7. 291 117 1729 72 56 56 11 15 855 105 116 58 S3 3243 Hour 18:00 23 448 23 27 17 4 3 213 46 20 13 17 9 7 846 719 18:15 22 362 24 22 11 5 57 2 40 190 4088 23 349 34 391 18, 370 11150 ' Total 276 5.4 4539 89.7 240 4.7 403 59.8 213 31.6 8.4 0.8 91.3 1.7 41.3 19.4 39.1 t Apr. I Iot. 2.4 40.7 2.1 3.6 1.9 0.5 0.3 36.6 3.1 3.5 1.6 3.3 i N1 City : NEWPORT BRACE N/S Direction : IRVINE AVENUE E/W Direction : SANTIAGO - 22ND ST. Client : CITY OF NEWPORT BEACH IRVINE AVENUE Southbound Start Peak Boor Analysis By Entire Time 07:15 Vol. 43 719 Pct. 5.3 88.7 Total 810 High 08:00 Vol. 9 178 Total 206 PEP 0.983 Transportation Studies, Inc. 1820 1. Garry Avenue Suite 116 Santa Ana, CA. 92105 TURNING MOVEMENTS SANTIAGO DRIVE IRVINE AVENUE Westbound Horthbound Intersection for the 07:45 48 144 53 5.9 66.0 24.3 218 08:15 19 46 21 70 0,778 a' Study Name: 80110148 , Site Code : 00000917 Start Date: 10/24/01 Page : 2 Intrvl, _ja Total iod: 07:00 on 10/24/01 to 08:45 on 10/24/01 07:45 01:45 21 6 1416 71 82 36 160 9.6 0.4 94.8 4.7 29.1 12.9 51.5 1493 278 07:45 08:15 3 2 395 15 21 11 51 ' 412 83 0.905 0.837 22ND 'STREET IRVINE AUEN4IE 719 1729 43 48 2530 22ND STREET 167 F 1189/24/O1 T- 144 68:3Da14 J. <— 53 160 445 2799 308 21 36 � � 82 'y 98 SANTIAGO DRIU N 2315 922 1416 71 6 IRVINE AVENUE IN. City : NEWPORT BEACH N/S Direction : IRVINE AVENUE E/W Direction : SANTIAGO - 22ND ST. Client : CITY OF NEWPORT BEACH IIRVINE AVENUE Southbound Start Peak Hour Analysis By Entire Int Time 16:45 Vol. 119 1786 72 Pct. 6.0 90.3 3.6 Total 1977 High 17:15 Vol. 26 508 23 Total 557 PEP 0.887 Transportation Studies, Inc. 1820 B. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS SANTIAGO DRIVE IRVINE AVENUE Westbound Northbound rsection for the Period: 16:30 on 10/24/01 to 1 16:45 16:45 72 61 7 19 890 125 51.4 43.5 5.0 1.8 86.0 12.0 140 1034 16:45 17:00 24 13 1 6 234 28 38 268 0.921 0.964 �1 Study Name: H0110148 Site Code : 00000917 Start Date: 10/24/01 Page : 3 22ND STREET Eastbound 15 on 10/24/01 16:15 103 56 54 48.3 26.2 25.3 213 17:00 33 12 23 68 0.783 IRUINE AVENUE 1786 1016 119 7I2•• Y 2993 22ND STREET 72 305 �- 10/24/01 24:45PH 05:301pm <- 61 S4 51$ 3364 287 7 56 � —i 147 103 -q, SANTIAGO DRIU N 2930 1896 898 125 19 IRUINE AVENUE Intrvl. P�q I I INTERSECTION CAPACITY UTILIZATION ANALYSIS ALYSIS C�P ,CI FORK INTERSECTION: 11RyUL&g 8 HIGHLAND DR/20TH ST 3395 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 AM I j EXISTING I PROPOSED 1 EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I V/C ' Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I I I I Capacity I Capacity I Volume I Ratio j Volume I Volume I W/o Project I I Ratio I I I I i I I I I Volume I NL I 16001 57 1 0.036 I _ NT I I 1484 I } 3200 - - } 0.488 , NR I I 14 I St. 1 1600 I I 21 i 0.013 I sT I I 871 I } 3200 • } 0.279 SR 23 i i I I EL i I 81 ' ET 1600 1 I 8 0.119 '} yl I _} I•-- } I ER R 102} I II I _ I _.._.. WL —� 22 I WT 16001 i 26 0.069 I I I I } i WR I I 62 I EXISTING I. I 0.600 i I EXISTING+ REG GROWTH+ COMMITTED W/PROPOSED IMPROVEMENTS I,C.U. I I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I 1 J Projected + project traffic will be less than or equal to 0.90 I J Projected + project traffic I.C.U. Wit be greater than 0.90 I _I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 1 J Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project I I Description of system improvement: ' PROJECT FORM1I ' IR3395AM 11 P5D I INTERSECTION CAPACITY UTILIZATION ANALYSIS ALYSIS INTERSECTION: IRVINE AVE & HIGHLAND DR120TH St J3= EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC — WINTER/SPRING 2001 PM I EXISTING PROPOSED EXISTING EXISTING REGIONAL COMMITTED PROJECTED PROJECT PROJEC T Movement Lanes Lanes PK HR V/C GROWTH PROJECT V/C Ratio Volume V/C,Ratio Capacity Capacity Volume Ratio Volume Volume I Volume I I NL I 1600 I I 95 I 0.059 NT --�— I I 1001 I I I I 3200 - - i; --- 21 } 0.319 NR — } I I SL I—^1600I I 36I 0.023 I I I I jST I I 1588 I ---'— } 3200 - -----• - -- 71 } 0.518 SR EL 23 I I } I } I I I _ ET } 1600 1 I 26 } 0.054 ER 37 WL I 14 W T } 1600 I ._-- I 31 } 0.048 — WR — } I I 32} 'I EXISTING I.---- _ I 0.631 EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I iEXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. ' I -1 Projected + project traffic will be less than or equal to 0.90 J Projected + project traffic I.C.U. will be greater than 0.90 I _I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I _I Projected project Projected + roect traffic I.C.U. with project improvements will be less than I.C.U. without project ' — Description of system improvement PROJECT FORM II IR3395PM I City : NEWPORT BRACH NIS Direction : IRVINH AVENUE RIM Direction : DOVRR 119TH STREET Client : CITY OF NEWPORT BRACH Transportation Studies, Inc. 1820 E. Garry Avenue Suite 116 Santa Ana, CA. 92105 TURNING MOVEMENTS .,b Study Name: HOII0149 Site Code : 00000977 Start Date: 11106/01 ' Page :1 IRVINB AVRNUH DOVER DRIVE IRVINB AVENUE 19TH STREET Southbound Westbound Northbound Hastbound Intrvl. Start Right Thru Left Right Thru Left --1=11 11/06/01 07:00 3 105 20 31 11 2 2 124 10 7 17 9 341 07:15 6 179 35 48 13 1 0 179 14 12 30 9 526 01:30 4 186 42 90 18 2 254 16 8 28 26 670 81 30 1 Hour 17 642 138 250 72 10 11 889 44 36 114 69 2292 08:00 7 161 42 80 25 8 9 316 8 5 49 29 739 08:15 2 157 37 73 28 7 4 243 8 7 6 37 40 17 21 620 550 08:30 8 135 36 59 22 5 1 208 9 1 Hour 21 651 148 259 101 26 19 925 31 29 149 79 2440 (BRE111 ....................... 54 ....................... 60 49 8 ....................... 9 166 15 ....................... 12 29 8 ....... 674 16:30 11 253 Hour 24 578 102 124 114 16 20 325 32 15 61 22 1433 17:00 17 313 50 55 65 13 2 213 13 5 25 23 13 10 784 783 17:15 12 356 52 50 42 8 7 5 2 201 189 15 11 9 12 26 16 803 17:30 18 368 43 58 53 1, Hour 63 1371 199 47 210 39 199 7 35 6 15 1 770 52 41 98 47 3100 18:00 11 368 56 50 30 7 5 159 13 12 21 5 6 743 608 18:15 Total 10 307 146 3917 38 '681 42 935 25 543 5 99 4 74 142 3210 5 177 10 143 1t 46r 228 10616 t Apr. 3.0 82.5 14.3 59.2 34.4 6.2 2.1 92.7 5.1 17.1 55.5 27.3 ; t lat. 1.3 36.8 6.4 8.8 5.1 0.9 0.6 30.2 1.6 1.3 4.3 2.1 95L ' City : NEWPORT BEACH N/S Direction : IRVINE AVENUE E/W Direction : DOVER / 19TH STREET Client : CITY OF NEWPORT BEACH IIRVINE AVENUE Southbound Start Transportation Studies, Inc. 1820 R. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVENBNTS DOVER DRIVE (IRVINB AVENUE westbound Northbound Peak Hour Analysis By Entire Intersection for the Time 07:30 01:30 Vol. 17 676 162 324 101 Pet. 1.9 79.0 18.9 72.4 22.5 Total 855 447 High 07:30 07:45 Vol. 4 186 41 81 30 Total 232 116 PEP 0.921 0,963 iod: 07:00 on 11/06 07:30 22 22 1145 4.9 1.8 95.1 1203 07:45 5 7 332 349 0.861 Study Name: 10110149 Site Code : D0000977 Start Date: 11/06/O1 Page : 2 STREET 1 to 09:45 on 11/06/01 07:30 36 29 153 97 2.9 10.3 54.8 34.7 279 08:00 10 5 49 29 83 0.840 IRUINE AVENUE 676 17 16ff,2,1566 2421 19TH STREET T- 324 154 <-- 11/96/01 07.30an 08:15a►� � 101 97 433 2784 784 22 153 � 337 29 '�. I DOUER DRIV N 1930 727 1145 IRU NE AVENUE Intrvl. a� 955 City : NEWPORT BEACH HIS Direction : IRVINE AVENUE E/N Direction : DOVER / 19TH STREET Client : CITY OF NEWPORT BEACH (IRVINE AVENUE Southbound Start Transportation Studies, Inc. 1820 E. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS DRIVE JIRVINE AVENUE Peak Hour Analysis By Entire Intersection for th Time 16:45 16:45 Vol. 60 1362 193 227 225 Pct. 3.7 84.3 11.9 46.5 46.1 Total 1615 488 High 17:30 16:45 Vol. 18 368 43 64 65 Total 425 137 PEP 0.941 0.890 Study Name: 10110119 Site Code : 00000911 Start Date: 11/06/01 Page : 3 19TI STREET Eastbound Period: 16:30 on 11/05/01 to 18:15 on 11/06/01 16:45 16:45 36 20 762 56 29 106 53 7.3 2.3 90.9 6.6 15.4 56.3 28.1 838 188 17:00 17:30 8 2 213 13 12 26 16 228 54 0.918 0.870 IRVINE AVENUE 1362 Lou 60 19I-3 2657 19TH STREET T- 227 341 E- /06/01 65 32k" : E--. 225 5:4 529 3129 897 36 iB6 � �- 319 DOVER DRIV N 2265T 1427 762 6 29 IRVINE AVENUE Intrvl. d`I City : NEWPORT BEACH N/S Direction : IRVINE AVENUE 'BIN Direction : wHSTCLIFF-17TH STREET Client : CITY OF NEWPORT BRACH '1 Transportation Studies, Inc. 1820 E. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING NOVRNBNTS Study Name: B0110150 Site Code : 00000979 Start Date: 10/24/01 Page : 1 IRVINB AVENUE NESTCLIFF DRIVE IRVINB AVENUE 17TH STREET Southbound westbound Northbound Rastbound Intrvl. Start Total T. me — Right i r 10/21/01 46 25 5 44 1 2 86 49 34 91 31 441 07:00 21 16 78 22 4 82 13 1 142 41 59 94 55 607 07:15 07:30 29 173 46 7 76 12 8 217 65 52 132 94 913 7• Hour 94 141 444 1 134 31 1 315 38 18 654 222 172 455 286 902 2863 MOO 34 141 67 20 125 4 6 161 54 26 18 110 144 99 94 847 780 08:15 24 112 22 13 146 10 5 7 142 115 50 56 37 110 85 146 08:30 19 104 32 16 158 7 Hour 92 443 144 60 547 25 27 525 208 116 511 339 3037 16:30 93 134 62 14 122 15 5 122 63 43 131 67 871 2 7 1 7 11 Hour 201 300 114 31 302 34:12231175 2 304 150 1894 17:00 86 179 35 21 204 201572 ]:, 155 151 77 66 1061 1103 17:15 119 186 26 17 263 24115 127 1039 17:30 102 195 33 13 219 189�1 �1 7 Hour 1 7 444 7 757 128 22 73 891 95 32 473 298 233 SS9 304 4287 18:00 106 214 25 14 175 21 4 131 72 74 45 44 124 124 64 59 995 966 18:15 Total 91 1028 199 2357 36 581 8 M 187 2417 25 238 9 102 110 2130 991 702 2077 1202 14042 1 Apr, 25.9 59.4 14.6 7.5 84.1 8.2 3.1 66.0 30.1 17.6 52.1 30.1 8.5 _ I Int. 7.3 16.7 4.1 1.5 17.2 1.6 0.7 15.1 7.0 4.9 14.7 P55 City : NEWPORT BEACH HIS Direction : IRVINE AVENUE E/8 Direction : RESTCLIFF•17TH STREET Client : CITY OF NEWPORT BEACH (IRVINE AVENUE Start Peak Hour Analysis By Entire Int Time 07:30 Vol. 115 573 176 Pct. 13.3 66,3 20.3 Total 864 High 07:30 Vol. 29 173 46 Total 248 PHF 0.870 Transportation Studies, Inc. 1820 E. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVRMENTS MRSTCLIFF DRIVE (IRVINE AVENUE NestbDUnd Northbound rsection for the 07:30 55 460 10.0 84.0 547 08:15 13 146 169 0.809 177H STREET 3� Study Name: B0110150 Site Code : 00000979 Start Date: 10/24/01 Page : 2 Intrvl.Total ' iod: 07:00 on 10/24/01 to 08:45 on 10/24/01 , 01:30 07;30 32 26 729 236 123 524 393 5.8 2.6 73.5 23.8 11.8 50.3 37.7 991 1040 ' 07:30 07:30 10 8 217 65 52 132 96 290 280 , 0.854 0.928 IRVINE AVENUE 573 117? 115 176 2841 ?TH STREET 811 F' ii?: MGM1 87:30a�► �- 55 '� as:15aM E— 468 393 1851 3442 1273 32 524 � 726 123 71, WESTCLIFF DRIV N 1719 y � T f 728 729 236 26 IRVINE AUENIIE City : NEWPORT BEACH NIS Direction ; IRVINE AVENUE 9/9 Direction : NBSTCLIFF•17TH STREET Client : CITY OF NEWPORT BEACH IRVINE AVENUE Southbound Transportation Studies, Inc. 1020 E. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS DRIVE (IRVINE AVENUE I17TO STREET Northbound Eastbound Study Name: R0110150 Site Code : OOOD0979 Start Date: 10/24/01 Page : 3 Start Right Thru Left Right Thru Left Right Thru Left Right Thru Left Peak Hour Analysis By Entire Intersection for the Period: 16:30 on 10/24/01 to 18:15 on 10/24/O1 Time 17:00 1740 17:00 17:00 Vol. 444 757 128 73 891 95 32 473 29B 233 559 304 Pet, 33.4 56.9 9.6 6.8 84.1 8.9 3.9 58.9 37.1 21.2 51.0 27.7 Total 1329 1059 803 1096 High 17:45 17:15 17:00 17:00 Vol. 137 197 34 17 263 24 6 157 59 62 155 77 Total 368 304 222 294 PEP 0.902 0.870 0.904 0.931 IRUINE AUENIIE 757 858 444 128 2179 17TH STREET 73 1633 <-- 10/24/01 O5:O0PM O5:45P94 891 304 2729 4287 1778 95 559 � `�233 T —> 719 -- 11ESTCLIFF DRIU N 1888 1085 473 298 32 IRUINE AVENUE Intrvl. P5-1 INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: DOVER DRIVE & WESTCLIFF DRIVE 3290 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 AM I EXISTING J PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT Movement I Lanes I Lanes I PKHR I V/C I GROWTH I PROJECT I V/CRatio I Volume I V/C Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I i I I I I 1 Volume I I NL I 3200 I I 333 I 0.104 NT I 16001 I 377I 0.236 I I I I NR St. ST I 1600 I I 397 I 0,248 SR I 16001 I 51 I 0,032 I I I I EL� I 3200 I I 79 I 0.025 Er I ER i N.S. I I 574 I I I I I I WIL i I I I i I I I WT I I I I I I ( I i WR EXISTING I.C.U. I 0.377 I EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. IJ Projected + project traffic I.C.U. will be less than or equal to 0.90 IJ Projected + project traffic I.C.U. will be greater than 0.90 IJ Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I Projected + project traffic I.C.U. vnth project Improvements will be less than I,C.U. without project Description of system improvement: • �' - ,y �� _.._ PROJECT 003290AM I I I 'i I I , I I I I ' I I I 1 'I FORM II ' r 0 L INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: DOV RrLRIVE & WESTCLIFF DRIVE 3290 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTERISPRING I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED 1 PROJECT I Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I I Capacity I Capacity 1 Volume I Ratio I Volume I Volume I w/o Project I I i I I I I I I Volume I I 3200 - I 860 1 0.269 1 1 1 1 NL I I NT I 1600 I I 576 1 0.360 I I I NR sL ST I 1600 I I 251 I 0.157 SR j 1600 I I 39 1 0.024 -- EL I 3200 I --- -..-.- j 158 I - 0.049 I --• Er . I -•---- i I- I I I I I -- - I I ER I N.S. 1 I 930 I wL I WT I WR I 0.475 1 i EXISTING I.C.U. --- --- I EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U: I - I -- I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I -I Projected + project traffic I.C.U. will be less than or equal to 0.90 I_1 Projected + project traffic I.C.U. will be greater than 0.90 ' I_I Projected +project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 1-1 Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project _ Description of system improvement: -^ ' PROJECT DO3290PM 2001 PM PROJECTI V/C I Ratio I I --I I I I I I 1 I - I I I FORM II 1 95ci City : NEWPORT BEACH HIS Direction : DOVER DRIVE E/W Direction : 16TH ST. / CASTAWAYS LN, Client : CITY OF NEWPORT BEACH Transportation Studies, Inc, 1820 S. Garry Avenue Suite 116 Santa Ana, CA, 92705 TURNING MOVENENTS a4 Study Name; E0110146, Site Code : 00001944 Start Date., 10124101' Page :1 Start Time DOVER DRIVE Southbound Right Thru left CASTAWAYS westbound Right LANE Thrg P DOVER DRIVE Northbound 16TH STREET Bastbound Intrvl. _ 10/24/01 01:00 6 113 4 10 1 10 0 85 14 30 1 3 307 07:15 4 189 6 10 8 5 0 112 16 40 4 3 391 07:30 16 323 1 10 5 9 1 160 20 0 6 609 1• Hour 31 7 942 15 43 11 39 5 588 65 77 205 10 16 1970 08:00 4 209 30 14 5 10 6 204 25 48 2 3 560 08:15 3 229 11 15 1 5 4 157 21 52 3 3 504 08:30 4 217 10 14 6 8 5 159 17, 38 2 2 482 08:457 Hour 20 881 73 61 17 31 22 701 85 186 12 8 2097 [BREAK] 16:30 9 ------- 189 19 --------------•----......---..........................-.................. 11 5 7 9 213 53 45 9 1 570 Hour 17 422 39 21 15 15 21 482 75 94 17 7 1225 17:00 9 226 15 14 9 13 18 270 42 44 8 5 673 17:35 12 199 14 11 8 8 17 306 47 61 8 3 6 694 100 17:30 19 218 10 9 7 9 14 291 44 64 6 1 Hour 50 848 52 46 27 40 64 1188 189 230 27 18 2779 18:00 14 185 42 15 7 13 13 261 39 68 5 11 613 18:15 10 225 17 13 199 10 87 12 150 10 135 231 3451 65 518 73 856 10 81 4 64 660 9424 Total t Apr. 142 3.6 3503 90.2 238 6.1 45,6 193 34,4 3.2 8{,0 12.6 85.5 8,0 6.3 t Int, 1.5 37.1 2.5 2,1 0.9 1.5 1.4 36.6 5.4 9.0 0.8 0.6 aLp City : NEWPORT BEACH NIS Direction : DOVER DRIVE SIN Direction : 16TH ST. I CASTAWAYS LH Client : CITY OF NEWPORT BEACH DOVER DRIVE Southbound Start Time I Right Thru Peak Hour Analysis By So Time 07:30 Vol. 28 1048 Pct. 2.1 93.4 Total 1122 High 07:30 Vol. 16 323 Total 340 PHF 0.825 Transportation Studies, Inc. 1820 S. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS LANE DOVER DRIVE Northbound Intersection for the Period 07:30 46 52 14 39 4.0 49.5 13.3 37.1 105 07:45 1 13 3 15 31 0.846 07:00 on 10/24 07:30 15 752 1.7 88.6 840 07:45 4 231 250 0.848 STREET to 08:45 on 10/24101 07:30 81 235 10 9.5 90.0 3.8 261 07:45 15 77 5 86 0.758 DOUER DRIVE 1948 828 28 46-- 1942 16TH STREET 't- 52 123 077:38aM1 88:15aM <— 14 16 384 23336 176 39 14I -i j —� 71 235 1 CASTAWAYS LANE N 2170 1322 752 81 15 DOVER DRIVE Study Name: H0110146 Site Code : 00001944 Start Date: 10/24/01 Page : 2 Intrvl. eft Total 16 6.1 4 Plo � Transportation Studies, Inc. City : NEWPORT BEACH 1820 H. Garry Avenue N/S Direction : DOVER DRIVE Suite 116 E/W Direction : 16TH ST. / CASTAWAYS LH. Santa Ana, CA. 92705 Client : CITY OF NEWPORT BEACH TDRNIHG MOVEMENTS IDOVER DRIVE CASTAWAYS LANE DOVER DRIVE Snuthbouud (Westbound Northbound 16TH STREET Eastbound Start Time Right Thru teftl Right Thru Left Right Thru Left P.iaht Thru Peak dour Analysis By Entire Intersection for the Period: 16:30 on 10/24/01 to 1 :15 on 10/24/01 Time 11:00 17:00 17:00 17:00 Vol. 50 848 52 46 27 40 64 1188 189 230 27 Pct, 5.2 89.2 5.4 40.7 23.8 35.3 4.4 82.4 13.1 83.6 9.8 Total 950 113 1441 275 High 17:00 17:00 17:45 17:30 Vol. 9 226 15 14 9 13 15 318 56, 64 6 Total 250 36 389 76 PBP 0.950 0.784 0.926 0.904 DOUER DRIVE 848 1252 50 52 2282 16TH STREET L` 46 266 E' 10/24/01 05:oopM 05:45pn 27 1e 541 2'??7�9 256 48 2? 143 230 �. CASTAWAYS 1AKE N 2559 Ills 189 lies 64 DOVER DRIVE Qlp2 d(e Study Name: 101-10146r Site Code : 00001944 Start Date: 10/24/01, Page :3 Intrvl. ' 18 ' 6.5 ' 6 1 „,.,Dec. 12. 2002a 1:PPN, TCNil Po11ic Wo,%3 949-641-3318 949 852 8441-6963 P. 1 P.132 a--� City NEWPORT BEACH N•S Direction- DOVER DRIVE E.W Direction• PACIFIC COAST HIGHWAY Start Tin's Factor 07:00 AM 07.15 AM 07:3D AM 07 45 AM Total 08:00 AM 08:ISAM 08.30 AM 08.45 AM Total ”" BREAK "' 04:30 PM 04:46 PM Total 05:00 FM 05:15 FM DE:30 FM OS 45 FM Total 06:00 PM 06 15 PM Grano Tula] Apprch 90 Total % DOVER DRIVE Southhound Right Thru Lett 1.0 1.0 1.0 10 28 90 19 16 150 13 7 139 25 7 155 67 58 534 13 B 203 11 10 191 38 13 179 34 10 183 76 41 756 Transportation studio, Int, 1820 E. Oerry Avenue Suite 1 to Banta Ana, CA. 92705 Groups Primed -Turning Movements PACIFIC; COAST HIGHWAY DOVE DRIVE Westbound Non Right Thru , Left, Right . Thru 1.0 1.0 1.0 79 168 3 9 8 70 210 5 7 12 116 288 15 11 33 154 320 9 11 24 429 986 32 38 77 157 320 7 7 10 123 334 17 11 12 176 332 13 7 13 169 344 15 7 19 625 1330 53 32 54 File Name : h0210002 Site Code : 00000923 Stall Oats : 10/09/2002 Page No 1 PACIFIC COAST HIGHWAY Eastbound Left Right Thro Lott Int. Total 1.0 1.0 1.0 10 3 11 400 8 817 7 28 424 17 965 7 25 593 35 1282 28 71 2058 93 4471 1 1302 7 30 534 9 1269 7 4 565 10 1337 a 2 558 10 1360 30 2B 2200 43 5268 41 14 145 256 503 24 2 15 6 6 2 6 414 .415 29 22 145) 1532 32 14 185 293 519 13 8 10 19 34 12 8 829 51 2983 73 28 330 549 1022 37' 64 16 290 321 539 27 6 14 2 4 3 399 482 21 15 1705 1787 34 11 224 313 654 28 5 13 14 5 4 5 387 10 1681 11 17 222 338 655 12 6 10 5 4 343 24 1456 22 22 163 296 556 10 77 1 18 51 16 16 1611 70 6629 131 63 899 1258 2404 32 20 229 265 625 9 7 14 4 2 4 368 323 29 36 1603 1533 32 21 264 242 5a7 10 2 107 10 2 '92 11z6 4.1 22497 3012 32 0 65.9 211 24.4 40 54 2 .0 94.3 1421 1.2 1.8 534 1.0 13.4 150 309 1.0 06 11 0.4 0.6 329 la NO3 oc-Dec•12. 2002, 1:04PN, -10 B Pdolic Works 949-644.3318 949 BS2 64•03.6953 P. 2 P.O-- Transportation Sludlu, Inc. 1120 E. Garry Avenue Suite 11a 5u1fa Ane, CA. 92705 File Nome : h0210002 Site Code :00000923 Start Date : 1010912002 Page No •2 OOVER ORWE PACIFIC COA9T HIGHWAY DOVER DRIVE PACIFIC COAST HIGHWAY Eutblwnd eouthaound Waslmund NorlhDound APP• Rtgh App. Ina. RrS Thru Left App� RI h ! Thru Lett App, Ri h g t Thru Ull Total t T hru L Left Total total Start Time 1 Total t Total Peak Hour From 07:OD AM to 08,45 AM - Peak 1 of 1 Int9rssdUn 07:45 AM 67 38 728 833 620 130 46 1972 36 59 33 128 33 223 6fi 2382 5315 Volume Porcenl 8.0 46 87,4 31.4 66.2 23 28.1 46.1 25.5 14 95.8 2.8 07.45 25 7 155 187 164 320 9 493 11 24 11 46 7 641 33 681 1407 Volume 0 944 Peak Factor High Ini. 09:00 AM 08:30 AM 07:4S 11 AM 24 11 46 07:45 AM 7 641 33 681 Volume 13 8 203 224 176 332 13 521 0 874 Peok 0.930 0 946 0.696 Factor Out 11 746 ' 333 115711' sr 34 Yee Right Thru Left $ P North' v e r $ a 1019t0274S:00AM •t 4/a102 7.3=0 •M R Turning Movements � e 133: Tn09 Ri�al 45 Out In Tote DOV DRIVE __aoDec•12. 20024 1:04PMrt •CN3 Pablic Works 949.644.3318 949 852 e4•Na•6963 P- 3 P.e,4 g? 1 TraruporMon Stuolea, InC 1820 E. Garry Avenue File Name : h0210002 Sulte 1t6 Santa Ana. CA. 92705 She Code : 00000923 Start Date : 10/092002 Page No : 3 DOVER DRIVE PACIFIC COAST HIGHWAY DOVER DRIVE PACIFIC tlIOHWAY E COAST southbound, Watibound Northbound Rigt App. Int. start Tnno Righ Thry Left App. Total Righ t Thru APp• Righ Thru Left Tote l t Lett Tote. Thru Left Tot►I Total t Peak Hour From 04:30 PM to 06:15 PM • Peak 1 of 1 Inlersectln 04.45 PM 141 60 921 1122 126 236 80 3712 25 60 17 102 18 163 68 1769 6705 Volvme Percent 12.8 53 82.1 34,1 63.8 2.2 245 Sag 16.7 10 95.1 38 05.15 3q 1] 224 269 313 654 28 995 5 13 5 23 3 482 15 500 1787 Volume 0 933 Poek Factor Nigh Im. 05:00 PM 05:30 PM 04:45 PM 6 ' 33 05:15 3 PM 482 15 500 volume 54 18 290 372 338 655 12 1005 8 19 Peak 0754 0923 0173 0885 Factor 251 6 112 1.G7 12 141, w 021 Right Thru Len sv Sig North 2A � 1012 :00 PM "' 4 t3 ro 10/=9/02 5:30:00:00 PM Turning Movements r Ttigru0 Rig 6l L017 i 168 2 00 Out In Total DOV RNA 1 PU15 o� Dltc • 12. 2002a .1 �04PH� .CR Publ i :;Works_ 949•044.3319 gay e52 e4-ib.;3D F• -' P.e5 T City NEWPORT BEACH N.S Direclon, BAYSIDE DRIYE E•W Direction' PACIFIC COAST HIGHWAY Start Time Fadlbr 07.00 AM 07.15 AM 07.30 AM 0T45 AM Total O6'00 AM 08 15 AM 08 30 AM 08 d5 AM Total " SUAK "' 0430FM 04.45 PM Total 05:00 PM 05.15 r•M 06:30 PM 35:45 FM TUial 06.00 I'M 06 15 F•M Graild 70101 ApprC' % Total % Tran4pbrtation SWISS. Inc. 1820 E, GaltyAv4nue Suite 11e Santa Are, CA.92705 Droops Pdnled•Tumup Movement' PACIFIC COAST HIGHWAY A'e'hbound YSIDE 8 9AYSIDE DRIVE Waelbound SoUlhbound Riht gq Thru Left, Right Thru; Lett Right Thru 1 Lett 170 1.0 1.0 1.0 L O 1.0 10 8 10 1 12 1 1 6 5 1 202 0 263 5 1 67 13 8 2 4 3 298 a 11 4 0 11 1 90 92 14 47 1 5 6 21 7 355 11 1'118 31 23 3 319 10 2 2 6 7 367 3 354 19 10 10 3 14 2 82 99 12 9 0 5 7 4 409 10 8 1 7 3 11 303 96 5 36 1 8 4 12 4 40S 18 1536 47 42 9 380 File Name ; H0210001 Site Code : 00000921 Start Date : 10110/2002 Pape No 1 PACIFIC COAST Hld8WAY Etetbound Right Thru Left Int Total 1.0 1.0 1.0 71 339 7 721 67 522 6 958 79 68D 4 I185 94 344 10 946 311 1894 27 3810 9B 692 8 1290 103 686 7 1293 90 640 9 1294 393 26112 Al 6141 2 6 6 625 15 10 A. 106 120 98 446 a60 10 10 1364 1464 14 14 3 5 9 719 13 9 3 7 121 227 218 906 20 2828 23 5 11 18 1344 28 19 6 9 4 106 86 453 26 1439 g 9 3 8 6 11 718 756 18 12 3 113 119 132 498 509 15 17 1566 1655 12 22 1 5 5 10 813 19 11 13 6 0 111 102 23 g 1 9 10 920 17 60 45 12 432 46a 464 011 2011 81 6442 64a2 51 14 28 37 3207 1 10 19 1075 106 126 496 19 1567 113 3 9 10 734 16 19 162 2 33 1S73 1617 8393 202 21346 788 d2 99 100 8728 209 1. 87a go 176 509 12 B 30.5 409 1.0 08 02 39.3 09 OS t NO ,,cDsc:l2 20029.1�14P5! .CNB Pu61ic Works 949.644.3318 949 952 64r10'6963 P' 3 P.06e _ p0 Transportation Studies, Inc. 1a20 E. Garry Avenue suite 116 Santa Ana,,CA, 02705 File Name : H0210001 Site Code : D0000921 Start Dale : 10/1012002 Papa No ' 2 aAYuthb DRIVE PACIFIC COAST HIGHWAY BAY91DE DRIVE Nonnbound PACIFIC E OAST HIGHWAY Soutnoeund Westbound RIBS Aop' Righ Thru Lell Rlpt Thru Lelt Apo. Total Int. Total Start Time Righ Thru Lett Total Thru Lett Total t Tool t 07:00 AM to 08.45 AM - Peak 1 of 1 Peak Hour From mlersectro OS:DD AM 261 41 3046 5141 B 19 63 is 156 47 1601 42 9 3B0 431 393 2 Volume 36 11 95.9 29 9.7 2 1 85.2 12,9 85.9 1.3 Percam 67 1 12 7 302 367 14 2 99 115 105 6B6 7 79a 1298 08:15 12 0 6 18 3 354 10 0990 Volume Pnek Factor High Int. 08:30 AM 06:30 AM 08:15 AM 2 99 115 08:15 106 AM 686 7 798 volume 9 5 7 21 4 409 10 423 14 0.937 0 954 Peak 0.750 0946 ,actor sae I63 T131 19 Rlpht, Thru Lon o' North 5 C�, R, r 10/10/028:00:00 AM 10/10102 1:45-00 AM - 1 9 m � �, Turning Movaments CC i Y - � � t LonThrub RIp42' Sao ua 431 879 Owl ID Tow BAY91D Riv �.— 9W l �cUec•12. 2MIs I:Wki Oa Pub IIC 'Wvu 949.644.3318 i 449 852 9490-6313 P• 6 P.Oi Transportation BNdiae, Mo, JUDE. Gerry Avenue File Name : H0210001 suite 11a Santa Ann, CA. 02705 Site Code : 00000921 Start Data : 10/102002 Pale No 3 SAYSIDE DRIV! PACIFIC COAST HIGHWAY BAYSIDE DRIVE PACIFIC COAST H1014WAY Esalbound Southbound Westbound NoMMIld R1g Start Time Rlgn Viru Left APP. Total Righ t Thru APP Righ Thru Left Total t Leff Tope( Thru 4elt Total Total Peak Hour From t 04:30 PM to 06.16 PM Peek 1 of 1 murseepn 05.30 PM 57 12 34 103 39 326 79 3374 57 7 428 492 490 2000 73 2593 6562 Volume Percent 553 11,7 330 1.2 96.5 23 11.6 1.4 87.0 18.9 78.3 218 0545 y 1 9 19 IO 920 17 947 13 D 102 115 127 551 23 701 1782 Volume 0 921 Peak Factor High Int. 06:15 PM 0S:46 PM 06:15 PM 947 19 2 115 136 05:45 127 PM 551 23 701 Volume 13 9 10 32 10 920 17 0.90d 0 925 °eak 0 B06 0.891 Factor Klyt ot9 T22al 102 57 34 Right 711N L 4 e 1 � North S R 1 10110/02 6:20:02 PM r 2 S 20 101101021. 15.00 PM xb TurningMovemdntil �$ cf Fi 3 1 1 LenThruu RIV?t 2 Out is Tonal t eAYSIDE ORIV ' City : NEWPORT BEACH HIS Direction : MACARTHUR BOULEVARD BIN Direction : JAMBOREE ROAD Client : CITY OF NEWPORT BEACH as Transportation Studies, Inc. Stud Name: HO11D151 1820 B. Garry Avenue y Suite 116 Site Code : 00000978 Santa Ana, CA. 92705 Start Date: 11107/01 Page 1 TURNING MOVEMENTS MACARTHUR BOULEVARD JAMBOREE ROAD MACARTHUR BOULEVARD JAMBOREE ROAU Southbound Westbound Northbound Eastbound Intrvl. Start Right r i Tr Rih Thru heft Total blL— 11/07/01 20 124 51 30 158 31 20 149 51 11 45 7 703 07:00 07:15 36 121 43 58 311 27 23 160 58 19 50 7 8 904 1153 07:30 33 188 83 75 292 53 22 261 63 27 48 7 Hour 7 126 615 232 256 1190 165 102 $53 274 93 212 43 4161 08:00 30 198 62 97 456 63 34 269 109 23 32 76 70 27 26 1444 1467 08:15 42 219 57 84 433 59 39 38 291 - 276 115 114 26 31 1468 11:31 41 211 61 1o0 441 59 70 Hour 148 1 809 58 238 373 44 1784 239 144 1104 444 107 300 111 5801 30 194 102 74 113 51 10 176 41 ............................. 52 217 36 1096 16:30 4 4 17 4 4 1 4 Hour 50 244 438 217 123 1 229 91 24 355 90 136 407 62 2222 17:00 39 221 127 81 121 64 10 177 48 75 285 343 34 63 1282 1161 17:iS 17:30 21 36 343 322 111 161 65 77 127 139 81 81 17 23 212 323 54 52 95 102 359 54 1729 7,468 Hour 134 1224 609 291 126 513 57 283 2 78 1077 200 362 1356 210 6337 18:00 46 318 147 73 142 61 23 264 53 44 89 72 343 327 44 61 1603 1466 18:15 31 281 122 1565 69 1185 131 3989 56 895 19 390 247 3900 1105 859 2945 531 21590 Total t Apr, 535 9.2 3691 63.7 27.0 19.5 65.7 14.7 7.2 72.2 20.4 5.1 19.8 3.9 67.9 13.6 12.2 2.4 1 Iot. 2.4 17.0 7.2 5.4 18.4 4.1 1.8 18.0 r� Transportation Studies, Inc. City : HBNPORT BEACH 1820 R. Garry Avenue H/S Direction : MACARTHUR BOULEVARD Suite 116 E/8 Direction : JAMBORBE ROAD c� Santa Ana, CA. 92705 Client : CITY OF NEWPORT BEACH ,k--y TDRHIHG MOVEMENTS IMACARTHUR BOULEVARD IjAMBORER ROAD JMACARTHOR BOULEVARD IJAMBOREB ROAD Start Peak Boor Analysis By Entire Intersection for the Period: 07:00 on 11107/01 to 08:45 on 11/01/01 Time 08:00 08:00 08:00 15,70 08:00 Vol. 148 809 238 373 1784 239 144 - + 444 107 300 Pet. 12.3 67.6 19.9 15.5 74.4 9.9 8.5 65.2 26.2 20.6 57.9 Total 1195 2396 1692 518 High 08:15 08:00 08:15 08:30 Vol. 42 219 57 97 456 63 39 291 115 26 80 Total 318 616 445 137 PEP 0.939 0.972 0.950 0.945 ACARTH4IR BO41LE AR 809 148 23II.8•1588 2783 JAMBOREE ROAD 2376 <-- il/O7/O1 2 373 08 • oilwN 'a O8G45aM F— 1784 111 2894 5801 3078 239 300 '"� 682 JAMBOREE ROAD N 2847 y � T f 1155 444:04- 144 ACARTHHR 8OHLEUAR_ I& N '!�-1 Study Name: B0II01i Site Code : 00000978 Start Date: 11/07/0� Page : 2 Intrvi. I ftl Total Ili 21.4 31 /v oTe: 000A 06e4'44 0" 5wk� -eQ W4,Q 0, reu"LL j aH SL Co�n�x.risor �'o A"Ae-(Q 3F.•-a•tQ p[oLJ Canservc%iov%-. P7o I a°► Transportation Studies, Inc. City : NEWPORT BEACH 1820 E. Garry Avenue Study Name: Site Code : 151 0000R0110978 07 R/S Direction : MACARTHOR BOULBVARD<, Suite 116 92105 Start Date; 1/7101 11/0/01 B/W Direction ; JAMBOREE ROAD Santa Ana, CA. Page : 3 Client : CITY OF NEWPORT BRACH TURNING MOVEMENTS MACARTHOR BOULEVARD JAMBOREE ROAD MACARTHUR BOULEVARD JAMBOREE ROAD Southbound Westbeund W94hbessd Rastbound Intrvl. Start ght Peak Hour Analysis By Entire Intersection for the Period; 16:30 on 11/07/01 to 18:15 on 11/07/01 Time 17:15 629 17:15 283 534 280 17:15 91 1164 205 17:15 376 1414 220 Vol. Pct. 141 6.7 1321 63.1 30.0 25.7 48.6 25.5 6.2 79.7 14.0 18.7 70.3 10.9 Total 2091 1097 1460 2010 17:45 High 17:15 11:30 77 139 81 17:30 23 323 52 369 59 Vol. 21 343 171 297 398 590 18 Total PEP 535 0.977 0.923 0.917 0.970 ACARTNUR BOULEUAR 1321 166? 141 62f,9 i 3758 JAMBOREE ROAD �- 283 886 'e- 11/87/01 � 06:OBppm F- 534 220 2990 6658 3231 289 1414 � 2134 376 -'I. • I JAMBOREE ROAD N 343? 1977 1164 205 91 ACARTHUR BOULEt1AR DR4190AM I INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: BRISTOL STREET NORTH &JAMBOREE ROAD 4190 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 AM t� I 1, EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C I I Capacity I capacity I Volume I Ratio I Volume I Volume I w/o PrpJect I I Ratio I I I I I I I i Volume I i NI. I 3200 ( i 1077 I 0.337 I I I I NT I N.S. I I 1957 i NR I N.s I I 667 I SL I I I I I I I I I 569 I ST__ } 6400 I _.._.� __ _ } 0.152 SR I I •3e5 5S0* I I I I I EL ET ER WL WT WR EXISTING I.C.U. I 0.469 I EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I C.U. I I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I C.U. �» _ J Projected + project traffic I.C.U. will be less than or equal to 0.90 I _I Projected + project traffic I.C.U. will be greater than 0.90 1 —1 Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 1 —1 Projected + project traffic I.C.U. with project improvements will be less than I.0 U without project Description of system improvement, PROJECT BR4190AM AdfJuSC n � �'.oW fp,ns,,c,rcy:or. c.�, I.•za•03 972- II BR419OPM 30 II INTERSECTION CAPACITY UTILIZATION ANALYSIS qy� oo �P INTERSECTION: BRISTOL STREET NORTH & JAMBOREE ROAD 4190 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM EXISTING I PROPOSED I EXISTING j EXISTING I REGIONAL I COMMITTED, I PROJECTED VIC Ratio 1 PROJECT I PROJECTI Volume I VIC I Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I Volume I w/o Project I I I Ratio I I Capacity I Capacity i Volume i Ratio i Volume I I I I I Volume I I I NILI 3200 I I 857 I 0.268 I I .... ...—•------ I I .............. . ----------- ------ •—.--- --------- -- — * _---_ . ------'------- - •---------- NIT N.S. I I}4(v0� I I I I I I NR I N.S. I 1 839 I I I I I I SL I I I I I I I I I I ST I 1 1287 I I I I I I 6400 - —•---- 741 } 0.317 SR I I — — -- — —^ --^ —__ -- — — - — - — — — -- — I --- - --------- EL I I I I I I I --------- ......... I I • ..... — ... --• . ............. �(I 1 W - -------------- - -- ----- --------- ET I I I I I I - I I---------- - ---- ER I I I I I I I - ------ ----------- I I ------------ ----------- 1 — -- — — — — -- WL I I I I I I I I I I I WT I I I I I I I I I I WR I I I I I I I — --• I I I . ---•-- — — — I EXISTING I C.U. I 0.585 I I EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I C U. I — -- _— _—_ -- --------------- I - --- ------- EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I _I Projected + project traffic I.C.U.will be less than or equal to 0.90 I _I Projected + project traffic I C.U. will be greater than 0.90 I _I Projected + project traffic I.C.U. wlsystems improvement will be less than or equal to 0.90 I _I Projected + project traffic I.0 U. with project improvements will be less than I.0 U. without project --- •-•-------••--- - •---...--.. - _..—--;r.;-• _ — Description of system improvement: — PROJECT BRA19OPM ........... ................... I _ .............. •- - ........... • ............. _ FORM II ijZusWQ 97r "'—> ?V rwre r'ccw�T [.eo.a�•5. C,w II20'03 1 P-13 I 11 `I 3► City : NEWPORT BRACE N1S Direction : BAYVIBW PLACE E/W Direction : BRISTOL STREET Client : CITY OF NEWPORT BEACH IBAYVIEW PLACE Sorthbound Start 10125/01 07:00 16 07:15 26 07:30 11 1 Hour 76 08:00 17 08:15 14 08:30 11 AA-4 5 12 Hour l 54 [BREAK] 16:30 71 4 Hour 105 17:00 118 17:15 91 17:30 74 11.4S 1 Hour 361 18:00 43 18:15 67 Total 706 t Apr. 100.0 t Int. 7.4 Transportation Studies, Inc. 1820 E. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS BRISTOL STREET BAYVIBW PLACE Westbound Northbound BRISTOL STREET Eastbound Study Name: H0110141 Site Code : 00000918 Start Date: 10/25/01 Page : 1 Intrvl. 0 0 24 214 0 0 0 0 0 0 0 0 0 0 254' 585 0 0 25 534 0 0 0 0 0 0 0 0 0 676 0 0 39 646 0 0 0 0 108 2 2026 0 0 0 0 0 0 0 2210 0 0 39 577 0 0 0 0 0 0 0 633 0 0 0 0 0 579 0 0 11 557 0 0 0 0 87 9 2170 0 0 0 0 0 0 0 2311 0 0 4 544 0 0 0 0 ....................... 0 0 0 ....... 619 0 0 9 24 1068 0 0 0 0 0 0 0 1182 0 0 5 514 0 0 0 0 0 0 D 0 0 637 0 0 2 585 0 0 0 0 0 0 678 64 0 0 4 586 D 0 0 0 15 2271 0 0 0 0 0 0 0 2647 0 0 9 457 0 0 0 0 0 0 0 0 0 0 509 620 0 0 1 552 D 0 D 0 0 0 0 0 0 9479 0 0 279 8544 0 0 2.6 97.3 - 2.4 90.1 PI5 City : HSHPORT BRACH N/S Direction : BAYVIRB PLACE R/H Direction : BRISTOL STREET Client : CITY OF HERPORT BEACH BAYVIEH PLACE S*ft�N6 Transportation Studies, Inc. i820 E. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING HOVBHBHTS STREET BAYVIBH PLACE AE$ Horthbound BRISTOL STREET Start ime Peak Hour Analysis By Entire Intersection for the Period: 07:00 on 10/25/01 to 08:45 on 10/25/01 Time 07:15 07:15 emcol( 07:15 07:15 Vol. 77 0 0 123 4 9& 0 0 0 0 0 0 Pct. 100.0 0.0 0.0 4.8 95.1 0.0 0.0 0.0 0.0 0.0 0.0 Total 77 2512 0 0 High 07:15 07:30 07:30 07:30 Vol. 26 0 0 39 646 0 0 0 0 0 0 Total 26 685 0 0 PHF 0.740 0.916 0.000 0.000 SAYVIEW PLACE 123 77 zoo C BRISTOL STREET 19/25/21 03:15aN eei : 00iN 2466 <— 2466 2589 2512 123 E— 2369 \ � BRISTOL STREET BAMEN PLACE * /'JC \s �" �\OV3 CoHSeroai�ow` ?"I(P 31 Study Hare: 9:0110141 Site Code : 00000910 Start Date: 10/25/01 Page : 2 Intrvl. Total 0.0 0 9 x� \so 9 t� r El �� 31 City : NEWPORT BEACH N/S Direction : BAYVIBW PLACE E/W Direction ; BRISTOL STREET Client : CITY OF NEWPORT BEACH (BAYVIBW PLACE s4wiDbouad' N3 Start Transportation Studies, Inc. 1820 R. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS BRISTOL STREET BAYVIBW PLACE Wed F5 I Northbound Peak Hour Analysis By Hntire Intersection for the Period: 16:30 on 30/25/01 to 16:15 on Time 17:00 17:00 0514" 17:00 17:00 Vol. 361 0 0 15 444 0 0 0 0 0 Pct. 100.0 0.0 0.0 0.6 99.3 0.0 0.0 0.0 0.0 0.0 Total 361 2286 High 17:00 17:30 17:30 17:30 Vol. 118 0 0 4 586 0 00 0 0 00 Total 118 590 PHF 0.764 0.968 0.000 0.000 Study Name: H0110141 Site Code : 00000918 Start Date: 10/25/01 Page : 3 STREET id Intrvl. Tbru Left Total OJ25/01 0 0 0.0 0.0 0 BAM EW PLACE 15 361 376 BRISTOL STREET 10/25/01 05:B0PM 05 : 451pM 2632 F 2632 2647 2286 15 <- 2271 / BRISTOL STREET BAYUIEW PLACE 0 1 % TRAFFIC VOLUME AN.4L7'SIS INTERSECTION BRISTOL STREET SOUTH & JAMBOREE ROAD 4170 (Existing Trafc Volumes Based an Average ii rnter/Spring 2001 AM) APPROACH DIRECTION EXISTING PEAKHOUR VOLUME PEAKHOUR REGIONALGROWTH VOLUME APPROVED PROJECTS PEAK HOUR VOLUME PROJECTED PEAK HOUR VOLUME l% OFPROJECTED PEAK HOUR VOLUME PROJECT PEAK HOUR VOLUME Northbound 2040 Southbound 560 Eastbound 2081 Westbound 0 0 Project Traffic Is estimated 10 be less than 1% of Projected Peak Hour Traffic Volumes. Project Traffic is estimated lobe equal to or greater than 1% of Projected Peak Hour Traffic Volumes. Intersection Capacity Utilization (ICU) Analysis Is required. 1% TRAFFIC VOLUME ANALYSIS INTERSECTION: BRISTOL STREET SOUTH & JAMBOREE ROAD 4170 (Existing Traffic Volumes Based on Average Winter/Spring 2001 PM) APPROACH DIRECTION EXISTING PEAK HOUR VOLUME PEAK HOUR REGIONAL GROW H VOLUME APPROVED PROJECTS PEAKHOUR VOLUME PROJECTED PEAK HOUR VOLUME 10o OF PROJECTED PEAKHOUR VOLUME PROJECT I PEAKHOUR VOLUME Northbound 2747 Southbound 1310 Eastbound 2932 Westbound 0 0 Project Traffic is estimated to be less than 1% of Projected Peak Hour Traffic Volumes. 0 Project Traffic is estimated to be equal to or greater than 1% of Projected Peak Hour Traffic Volumes. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: DATE: K BR4170AM IA INTERSECTION CAPACITY UTILIZATION ANALYSIS 'L"4 R P INTERSECTION: BRISTOL STREET SOUTH & J� OAD 4170 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 AM I I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I 1 Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C I I I Capacity I Capacity I Volume I Ratio 1 Volume I Volume I w/o Project I I Ratio I I I I I I I I I Volume I I NL j NT I I 1992 I I I I I I I — --- } 8000 — — — } 0.255 NR I I 48 I I I I I I I St. 1 ST I 4800 1 I 560 1 0.117 SR EL I I 1569 I I I I I I 4800 - ---- - ---------- } 0.405 1 ET I 1 375 I I I I I ER 1 3200 1 1 1037 1 0.324 I I I I I I WL I WT I I I I I I I I I WR I I I I I I I I I I 1 EXISTING I.C.U. I I I —0.660 1 EXISTING + REGIONAL GROWTH+ COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I I 1 EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I 1_I Projected + project traffic I.C.U. will be less than or equal to 0.90 L1 Projected + project traffic I.C.U. will be greater than 0.90 U Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 1_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: _ PROJECT FORM11 BR4170AM �1 BR417OPM INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: BRISTOL STREET SOUTH &JAMBOREE ROAD 4170 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE OXCY TRAFFIC WINTER/SPRING 2001 PM I I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT Movement I Lanes I Lanes PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C I I Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I' I' Ratio I I 1 I I I I I Volume I NL NT i 22fi2656i I I I I^I } 8000 - } 0.343 } } NR I I 92 I I I I I St. ST I 4800 I I 1310 I 0.273 1 I I I I SR I EL i I 928 I I I I I } 4800 - } 0.431 ET I I 1141 ER I 3200 I Irl40*1 -96a 1 0.270 1 I I I I WL WT I I I I I I I I I WR EXISTING I.C.U. I I I 0.774 I EXISTING +REGIONAL GROWTH+ COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. U Projected +project traffic I.C.U. will be less than or equal to 0.90 FJ Projected + project traffic I.C.U. will be greater than 0.90 LJ Projected + project traffic hC.U. W/systems Improvement will be less than or equal to 0.90 Fj Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: - PROJECT BR417OPM �' n�„aTeJCt0C y�10W Consetoaiiov. FORM II 11 I I .-0 J IJA4768AM 33 U I I INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: JAMBOREE ROAD & BAYVIEW WAY 4768 2001 AM EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING Movement � Capacity I G I PROPOSED CLanes I EXISTING I EXISTING G I REGIONAL lume I COMMITTED T I w/o Project Ratio i PROJECT i PROJECT I Movement I Lanes I Lanes I PK HR 1 V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C I I Volume .......NL.....i............... 160Oi................... i................ 12Oi............... ................... i...... ............... i................... '............... I ............ ..... I ......................................................................................................... NT 1 1 1884 1 1 1 ................. } 6400.................... .............5fi } 0.303........................................ } ................ } I .................................................................................................................................................... SL 1 1600 1 1 781 0.049 1...............I..................................I. ..................... 1 ST 1 6400I 15M 1 +461 1 0.231 1.................. I.....................I................... I. ....................................................................................................................... 1 SR 1 16001 1 1641 0.103 1 I I ................... I...............I................. ......................................................................................................... ........... EL I 3200 I I 41 1 0.013 I ...................... I ................... I I ...................... . ET 1 1 9 1 I .......1600..................................... } 0.029 • .................. ...................... } ................ } ER...... } 1 1 37 1 I I .............................................................................................................. 1 WL I 1600 1 ................... I 9 I 0.006.. .................. .... ................... I ................................ 1 WT 1 16001 I 01 O.000. I .................. I.....................I................... ............. 1.. 1...................................................................... . 1 WR 1 16001 I 401 0.025 I I I I 1.................................................................................................................................................................. . 1 EXISTING I.C.U. I 0.387 I .................................... ........:.......... 1 EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I 1................. .............................. .................... ................................................................ . 1 EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I I ....................................................... ... . 1_I Projected + project traffic I.C.U. will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. will be greater than 0.90 1_I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: ........................................................................... . PROJECT FORM It JA4768AM N1 JA4768PM INTERSECTION CAPACITY UTILIZATION ANALYSIS c P INTERSECTION: JAMBOREE ROAD & BAYVIEW WAY 4766 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM . ........................................................................................................................................................................... I I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I I Movement I Lanes I Lanes I PK HR I V/C I GROWTH ( PROJECT I V/C Ratio I Volume I V/C I I Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I I I I I I I I I Volume I I I i........................................................................................................................................................................ I NL ( 160057I ...036 .... I I I ...................1. ....................................... NT 1 7,135 1685 1 1 1 I ................ } 6400................................... } 0.271..................................... } ............... } I NR 1 1 52 1 1 1 I 1....................................................................................................................................................................... j SL I 1600 I1 104 I 0.065 1 .. .. j ................ir ......................................................... .. ST 1 6400 1 J:Lerf 24@ 1 0.380 " I .................. ! . ............. ..... ............. � .............. I ............. j I.................................................................................................... SR I 1600 1 1 66 1 0.041 1 I .................. 1. ........I.... 1 1 I ........................... ... ..........I..............................................................I............ ELi 3200 I 1. 87 I ...027 I I I ..................I I .............. I ............. j ................ ............... ................... ET 1 1 13 1 1 1 I i................ } 1600................................... } 0.093.................................... } ............... } I I ER 1 1 136( 1 1 I ................................................................................................................................................................. IWL I 1600 I 32 i ...020 + ................ .... .............. .............. j ..... .................................... I WT I 16001 1 71 0.004 1 1 1 1 1 I ......... I ..................... .................. ....... ........ ............ .................... .................... .................... ............... ............. : WR I 16001 1 931 0.058 1 1 1 ..I ..... .................... 1 ............................ 1................ ............... .... ............... ................ ............... ................. ............. EXISTING I.C.U. 1 0.529 I 1............... ....... I ........ ................... ................ ......... ..... ................. .......... I.......... EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I ........................................................................................................................................................................ I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I ........................................................................................................................................................................... I I . 1_I Projected + project traffic I.C.U. will be less than or equal to 0.90 I_j Projected + project traffic I.C.U. will be greater than 0.90 1-1 Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I_i Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project ..................................................... . Description of system improvement: ........................................................................................................ PROJECT f� (��+ JA4768PM A�� s\T-a - Of �+ �'oW COt1SQ�VG��ov1 FORM.II I' Pg2 1 IJA4765 3`4 II I1 I INTERSECTION CAPACITY UTILIZATION ANALYSIS - c1 qcr Fo aPx INTERSECTION: JAMBOREE ROAD & EASTBLUFF DRIVE N. /UNIVERSITY DRIVE 4765 2001 AM EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING .................................. ................................................................................................................................................. . .. 1 I EXISTING 1 PROPOSED I EXISTING I EXISTING I REGIONAL . . I COMMITTED I PROJECTED I PROJECT I PROJECT Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT 1 V/C Ratio I Volume I Ratio I 1 I Capacity I Capacity I Volume I Ratio I Volume j Volume I w/o Project I I I I I I I Volume I I I ............. i ........................................5..6....I..4....0...0NL1600...AdevlIs....or.I ... r—OA l `.... .II ................. 4800 18I....................... ...........{4k NT85 .......................................................... .......................................................................I1I NR I 1600 I I 151 1 0.094 I I ............................................. w......................................................................................... .............. j j SL 1 3200 1 I 93 I 1 i0.02............................................. i................... iI ...............iI ................. ................. i........................................ ST48001057 1 0.220 I I ................................................................................................................................ .................. I j I 1600 I I 2715 I 0.173 1 I I I I I SR ...................................................................................................................................... . 525 I I I I I I EL1 1...................I................ 0.197"........................................} ................} I 3200 } I I I 1 ET I I I 105 1 1.............................................................................................................................. i ................... i ............... i ................. y 1 ER I N.S. 1 1 4 1 I I ...................................................................................................................................... . 1 ................. i . 1 I ......... . I 237 I I I I 0.073 * .................. ...................... } ................ } I 113 1 1 I 1 I 1 ........................................................ . ..................................................................................................... 1 j WR I N.S.1 1 201 I I I I I I ................................ I EXISTING I.C.U. 0.683 1 I ... ............................................................................................................................................... 1 EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I 1 ' 1........................................................................................................... I I 1 EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. .... .............................................................................................. ........... Split Phase E/W Direction Projected + project traffic I.C.U. will be less than or equal to 0.90 I _I Projected + project traffic I.C.U. will be greater than 0.90 I _I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I _I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project I..................................m im.......... -ent. Description of system improvement: .................... PROJECT JA4765AM C ................. . FORM II 1 93S JA4765 INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: JAMREE ROA & EASTBLUFF DRIVE N./UNIVERSITY DRIVE 4765 EXISTING TRAFFIC VOLUMES BASE N AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM ..................................................................................... . I I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I j Movement I Lanes I Lanes j PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C I I Capacity I Capacity I Volume I Ratio Volume j Volume j w/o Project I I Ratio I i I I I d I I i Volume I I I ..................................................................................................................................................... 1 I NL 1 1600 1 1 47 1 0.029 1 1 1 1 1 i 1................ ......... I ..... ................. ............................................................................. .......... . .............. . ............. NT 1 4800 I fJ I ;6;4 I 0.328 ................. .............. ............. j (n 1 ........................................................................................................................ I NR 1 1600 1 1 302 1 0.189 1 1 1 I I I ............ .... ............... .......... ......... ................ ............... ....... I ......... .................... . ............................. . j 253 I t0.074.......�...ISL 1 3200 1 I � .... 4<Q`..G. J ................ . ........................ ST148001 12347 T50.89$I i ............. ....................................................................................................................................................................... i SR I 1600 I .... 360 I 0.225 I ................. ................... II ..................................1.............. j EL I 1 1 207 1 I 1 1 ............. l 1 1 8200....._...........................• } 0.095 • ..................... } } I I ET i 1 1 98 I 1 1....................................................................................................................................................................... ER I N.S. 1I .. 1 I I I I 1 I ................ ............S................... . ....................................................................................................... WL 245 1 1 1 1 1 1 I 1 4800 ................... I ............... } 0.070.................................... } ............... } I 1 WT I 1 1 93 I 1 I 1 I I . ........... ................... ................ ........... .... ................. .................... ................... I . .............. . ...... I ...... WR I IJ..., I 168 1 .................................................... ............... I . ...............I.. I . 1 I EXISTING I.C.U. 1 0.573 1 1 ......................... .............. ................. .................... .......... •......... . j EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I I .................................................................. ...................................................................................................... EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I ............................................................................................................................................................. . Split Phase E/W Direction j _I Projected + project traffic I.C.U. will be less than or equal to 0.90 i _j Projected + project traffic I.C.U. will be greater than 0.90 I _I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 1 _I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: .................. ............... ......... I., ....... ................ PROJECT JA4765PM ..................... ..... ............... ..I ............ ........... ... FORM 11 35 IU IL II II 1 % TRAFFIC VOLUME ANALYSIS INTERSECTION: JAMBOREE ROAD & BISON STREET 4870 (Existing Traffic Volumes Based on Average K inter/Spring 2001 AM) APPROACH DIRECTION EXISTING PEAKHOUR VOLUME PEAK HOUR REGIONALGROWTH VOLUME APPROVED PROJECTS PEAK HOUR VOLUME PROJECTED PEAK HOUR VOLUME 1%OF PROJECTED1 PEN: HOUR VOLUME PROJECT PEAK HOUR VOLUME Northbound 1737 Southbound 1344 Eastbound 189 Westbound 289 C� Project Traffic is estimated to be less than 1 % of Projected Peak Hour Traffic Volumes. Project Traffic is estimated to be equal to or greater than 1 % of Protected Peak Hour Traffic Volumes. Intersection Capacity Utilization (ICU) Analysis is required. I % TRAFFIC VOLUME ANALYSIS INTERSECTION. JAMBOREE ROAD & BISON STREET 4870 (Existing Traffic Volumes Based on Average 167uter/Spring 2001 PM) APPROACH DIRECTION EXISTING PEAKHOUR VOLUME PEAK HOUR REGIONALGROIV-M VOLUME APPROVED PROJECTS PEAK HOUR VOLUME PROJECTED PEAK HOUR VOLUME 1% OF PROJECTED PEAK HOUR VOLUME PROJECT PEAK HOUR VOLUME Northbound 1766 Southbound 1933 Eastbound 49 Westbound 346 Project Traffic Is estimated to be less than 1 % of Projected Peak Hour Traffic Volumes. Project Traffic Is estimated to be equal to or greater than 1 % of Projected Peak Hour Traffic Volumes. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: DATE: T95 35 JA4870AM INTERSECTION CAPACITY UTILIZATION ANALYSIS C�=1p qU FO INTERSECTION: JAMBOREE ROAD & BISON STREET 4870 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC W INTERISPRING 2001 AM I I EXISTING I PROPOSED I EXISTING I' EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I Movement I Lanes I Lanes I PK HR I V1C I GROWTH I PROJECT I VIC Ratio I Volume I 'VIC I I I Capacity I Capacity I Volume I Ratio I Volume I Volume I wlo Project I I Ratio I I I I I I I I I Volume I I I NL I 1600 I i 0 Nr� I I 148s I 4800 } 0.362 } } I NR I I 249 SL I 3200 I i 82 I 0.026 1 I I I I ST—� I 4800 I 1216 I 0.253 SR i 1600 I I 46 I 0.029 I I I I 1 EL I i 106 1600 — — --- -- } 0.066 ET I i 0 ER i N.S. I I 83 I I I I I I WL i 1600 I I 121 I 0.079 I I I I WT i 1600 I 1 0 WR I 3200 I I 162 I 0.051 1 I I I I EXISTING I.C.U. I 0.533 I I EXIST + REG GROWTH + COMMITTED WIPROPOSED IMPROVEMENTS I.C.U. i I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I Split Phase E/W direction 1_I Projected + project traffic I.C.U. will be less than or equal to 0.90 IJ Projected+ project traffic I.C.U. will be greater than 0.90 IJ Projected + project traffic I.C.U. wlsystems improvement will be less than or equal to 0.90 LI Projected + project traffic I.C.U. with project Improvements will be less than I.C.U. without project Description of system improvement PROJECT �i FORM II JA4870AM NO It 3S JA4870PM II II INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: JAMBOREE ROAD S BISON STREET 4870 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT 1 PROJECT I Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume 1 V/C I Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I I I I I I I I I Volume I I I I NL 1 1600 I I 0 I— NT tees I ) 4800 - - } 0.368 I NR I I 160 I I I I — SL I 3200 I I 122 1 0.038 I• ST 1_ 4800 1 1 1724 1 0.359 1 I I I I I 1 SR 1 1600 I I 87 I 0.054 1 I I I I 1 EL I I 34 I I I I } 1600 - - - } 0.021 ET I I 0 I I I I ER I— N.S. I I 15 1 WL I 1600 I I 187 I 0.117 I I I I I I I_ WT I_ 1600 1 I 0 1 I I I I I I — W R 1 3200 I I 159 1 0.050 1 I I I I EXISTING I.C.U. - - I 0.544- I EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I C.U. I I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. Split Phase E/W direction 1_I Projected + project traffic I.C.U. will be less than or equal to 0.90 1_I Projected + project traffic I.C.U. will be greater than 0.90 L1 Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 L1 Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: PROJECT JA4870PM ri&"\eQ Vv` `� `OW iAin`RfVS�iOw c.W tI¢(>103 FORM 11 � gig-► JA4980 INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: �AMB,� OREE ROAD_& EASTBLUFF DRIVE/FORD ROAD 4980 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING ........ I ........... ................ ... ................. ................ I I EXISTING ................... ..... ............ I PROPOSED I EXISTING ................ .................. I EXISTING I REGIONAL ..................... I COMMITTED I PROJECTED I PROJECT Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I Capacity I Capacity I Volume I Ratio I Volume ) Volume I w/o Project I I I I I I I I I Volume ................................................................................................................................................................ NL 1 3200 1 1 400 1 0.125 ' .................. I I I ..................... ............ I ....... ................ j.......... ....... ........... ..... NT .................. .................. I I ]528 ................ I I j......NR I � I .................... .................... I ............... ......................................... I SL 1 1600 ..........95................. 1 1 48 ................. 1 0.030 1 ......... ........ 1 1 1 ..................... .................... ............... , j..................................................................................... 1 ST' I 4800 I 1465 ` I ...305 .....I............ I. .... I. ....I...... 1 ............. I SR 1 1600 ................... . 1 1 46 1 0.029 1 ....... I 1 I .................. ............. I ......... ............... 1................. ................ 1 EL I 1600 .............. ..... ................. 1 176 ................ ........... I 0.110 .................. I .................... I ................... ET 1 1600 1................................................................................................................................................................ ............... ................ 1 1 175 1 0.109 1 1 1 1 1 ER I N.S. I I 420 I .............. I ................. .................... I ................... ! .............. I w1 1 1 165 1 I I 1 � 2001 AM I PROJECT I I V/C I Ratio i .1 ............. .................. j } -------------- ................. } 4800.................................... } 0.132 •...................................... I ................ I 1 1 WT 1 1 468 1 1 1 I j............................................................................................................................................................................... WR I 1600 I 66 I 0.041 I I1 .................. ................. ..................... .................... I ............... ................. j I EXISTING I.C.U. 1 0.672 I ............................................................. ................. ...... .................................... j I EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. 1 I I j... .............. ................ ..... .............. ................. ................ ....... ........... ...... ............... ........... ......... ................ ...I .......... .... i EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I .................................... ................................................................................................................................ . Split Phase E/W direction I_I Projected + project traffic I.C.U. will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. will be greater than 0.90 I_I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I_i Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project .......................................................................................................................... Description of system improvement: .................................................................................................................. PROJECT JA4980AM .. ................... .. ............... .. . I ....... ....... . FORM II y I Is 11 Tag 1 JA4980 INTERSECTION CAPACITY UTILIZATION ANALYSIS A��F00.N INTERSECTION: JAMBOREE ROAD & EASTBLUFF DRIVE/FORD ROAD 4980 WINTER/SPRING 2001 PM EXISTING TRAFFIC VOLUME SED ON AVERAGE DAILY TRAFFIC . .................................................................................................................................................... EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROD I 1 I EXISTING I PROPOSED I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C I I Movement I Lanes I Capacity I CapI Volume I Ratio I Volume I Volume 1 w/o Project I Capacity I I Ratio I I IVolume I I I I I I ' I .......................................................................................................................................... NL j 3200 I I 378 I 0.118 I I 1 I I 976 NT I I j II .............. }. ................ 4800 ................... ......15a 0.444 ................ ...................} } .I 1 NR................. ...................................................... ............. SL I 1600 I I 52 1 0.033 1 I I I I I 1 ........................... . ST 1 4800 I I 1922 I 0.400 I .................... ......... I............... I.............. j ............................................... SR I 1600 I I 103 1 0.064 I I I 1 1....................................................................................................................................................................... 1 EL 1 1600 1 1 49 1 0.031 I 1 1 ......................................................... 1 .............. I ............. j . ................................................... 1 ET I 1600 I 110 1 0.069 I I I I 1....................................................................................................................................................................... ERI N.S. I I 333 1 .............. ................ ................... ................... . .............. ............ I 1.................................................................. 166 I 1 I } I 0.064 x ................ .................... } 1 1 WT 1 1 139 1 1 ..................................................................... .................................................................... j WR I 1ri00 1 1 23 1 0.014 1 1 1 1 I ............... .............. 1................ ............... ................... ................ .......... ..... ................. .................... .................... j EXISTING I.C.U. I EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I 1 1 ............. I' 1........................................................................................................................................................... EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. •..... . I ..................................................................................................... Split Phase E/W direction j_1 Projected + project traffic I.C.U. will be less than or equal to 0.90 1_1 Projected + project traffic I.C.U. will be greater than 0.90 1_1 Projected + project traffic I C.U. w/systems improvement will be less than or equal to 0.90 1_1 Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project ............................................................................. Description of system improvement: �J II ....................................................................................................................................................... FORM II PROJECT JA49SOPM 1 ??q JA5045AM INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: JAMBOREE ROAD & SAN JOAQUIN HILLS ROAD 5045 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 AM ....................................................................................................................................................................................... . j EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I Movement I Lanes I Lanes I PK HR I WC I GROWTH I PROJECT I V/C Ratio I Volume I V/C I I I Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I I I I I I I I I Volume I I I 1................................................................................................................................................................... .. ............... NL 1 1600 1 1 28 1 0.018 1 1 1 1 I I 1................. ................ .................... ................. ..... I .......... ................... ............ ....... ............................ . ................ ........... i NT 1 4800 1 1 1149 1 0.239 I I i I .................................................................................................................................................... .......................... 1 NR i 1600 j I 129 I 0.081 i H l ptp NSCAIF�iOi� I I ....................................................................... �� ,..��.(,a,a .......1..... l.................. . i SL 1 3200 1 1 519'tj .162 • I ............. ............... ................... ..................t-.=-�%-A.A4. 1u...a—....... i 1................. ST14800I I101l 1 1................. ................ .................... ................. ................ ............ ....... ...... ............... .................... .......... I ..... .................. I SR I 1600 1 ................... ! ...0261 . 41 I .I ........................................ I I ...I............... l ..... I I EL 1 1 276 1 1 1 I ................. } 4800..................................... } 0.068 ........................................ }................................... } ................. 1 ET 1 1 51 1 1 1 I ................................................................................................................................................................................ 1 IER I N.S. I....................50.............................................................................................. I ................ j j WL 1 1 69 1 1 ......... 1 I 1 ................. } 4800..................................... } 0.017 ................. ...........c.......... ..............�....� } ................. , V 0 WT I ............................................... ��tBCPsa+1!1�....................................... ................ ........... ....... I 1 ................... �..� .. . j WR I N.S. I I 18 "� I I I I I I ................................................................................................................................................................................... 1 I EXISTING I.Q.U. 1 0.486 j 1.................................................................................................................................................. . j EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I .................................................................................................................................................................. . j EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. 1 ..................................................................................................................................................................... . Split Phase E/W direction I_j Projected + project traffic I.C.U. will be less than or equal to 0.90 1_I Projected + project traffic I.C.U. will be greater than 0.90 1_1 Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 1_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. Without project ................................................................................................................................................................................. Description of system improvement: --...................................................... FORM 11 PROJECT JA5045AM 19 Elp JA5045PM 3-4 II INTERSECTION CAPACITY UTILIZATION ANALYSIS 9C/F0PL INTERSECTION: JAMBOREE ROAD & SAN JOAQUIN HILLS ROAD 5045 TRAFFIC WINTER. SPRING 2001 PM EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY ............................... ................ .................. G I PROPOSED .......... EXISTINISTIN... 1 EX.IS..TING ...... I EXISTIN.G I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT] ' I Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I Volume V/C Ratio I Volume Ratio 1 w/o Project I I 1 Capacity I Capacity Volume Ratio I Volume I 1 i Volume I I I ............................................................................................................................................ 1 NL 1 1600 1 1 74 1 0.046 I I ..................................................................... ............... ............ 1 1 I .................................................................... NT I 4800 1 I 1540 I 0.321 1 1 1 . ................... ................... .............. 1............. 1 .................................................................................................. 1 NR 1 1600 1 1 93 1 0.058 I I I ........................................ I . . ............. 1 .............. j ...................................................................... 1 SL 1 3200 1 I 507 0.158 1 1 1 ................... .............. ST I 4800 1 I 1943 1 0.405 I .............. I . ...... ................... 1............... I.............. j .................................................................... SR 1 1600 1 1 200 1 0.125 1 1 I . ...................1...............1.............. I ................................................................................................... 91 1 1 IEL } 4800 I 1 .............. } 0.025 ".................................... } .................................. } ............. 1 ET 1 1 28 I I ......I .................... 1 ER I N.S. 1 1 38 1 1 I ....................................................................................................................................................................... jWL 1 1 205 1 1 I ............. } ............. 1 . } 4800..............................5... } 0.054 ................ .................... } .................... 1 ................ wr I 1 i WR I N.S.I 1 790 1 1 1 I .................................................................. I I 1 EXISTING I.C.U. 1 0.530 1 ........................................ . 1 ........................................................................ EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I .................. I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I ............. ......................................................................................................................................................... Split Phase E/W direction I Projected + project traffic I.C.U. will be less than or equal to 0.90 _I 11 Projected + project traffic I.C.U. will be greater than 0.90 1-1 Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 1 _I Projected + project traffic I.C.U. with project improvements will be less than I.C.U, Without project Description of system improvement: ............................................................... PROJECT ' JA5045AM I[ FORM II ra JA5310 INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: JAMBOREE ROAD & SANTA BARBARA DRIVE 5310 EXIS— '47RAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC ... ................. . ............... . ................... . ................ . ............... . ..... I ............ I IEXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I Movement I Lanes I Lanes I PK HR I WC ( GROWTH I I Capacity I Capacity I Volume I Ratio ( Volume I I I I i I SUMMER 2002 AM ........................................................................... . I COMMITTED I PROJECTED I PROJECT I PROJECT I PROJECT I V/C Ratio I Volume I ' WC I Volume I w/o Project I I Ratio I I I Volume I I I i..................................................................................................................................................................................... NL I 1600 I 3 1 0.002 1 .................. I ..................... I ............. ! ............... I ....................... j I NT I 4800 I 1336 I 0.279 * .................. I ..................... ................... I ................. I NR I 1600 I ................... 188 I 0.118 1 .................. ! ..................... 1... ....... I . I I I SL 1 3200 1 I 370 1 0.116 I I I I I 1................. ................ ........ ................................................................................ ................. ...................:..................... I ST 1 4800 I I 887 I 0.185 1 I I I I .................................. ........................... SR 1 1600 1 I 2 1 0.001 I I....................I....................I . I .... ... j 1......................................................................................................... . EL 1 1600 1 1, 58 I 0.036 " I ..................... I ... 1 I ........ . 1 1................. ................ ........ I...... ......................................... I ET I 1 6 I I I ................. } 1600..................................... } 0.024......................................... } ................ } 1 ER 1 1 33 1 1 1 ..................................................... ................. } 3200..................................... } 0.020 •........................................ } ................ } i WT I 1 0 1 1 1 ..................................................................................................................................................................................... ( WR ( 1600 1 I60 i 0.038 I .................. I ..................... ! ...I........... ! ...I ............... . ................. j i EXISTING I.C.U. i OA79 j .................................................................................................................................. . 1 EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I 1................................................................................................................................ ............................... ...................... I' EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I ........................................................................................................................................................................................ . Split Phase E/W direction (_I Projected + project traffic I.C.U. will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. will be greater than 0.90 (_I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0,90 I_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project ........................................................... Description of system improvement: ............................................................ PROJECT JA5310AM ....................................................................................................... I ....................................................................................................................... . FORM II ' JA5310 II U�S INTERSECTION CAPACITY UTILIZATION ANALYSIS C, INTERSECTION: JAMBD_REE-R94D& SANTA BARBARA DRIVE 5310 SUMMER 2002 PM EXISTING TRAFFIC VOL MES BASED ON AVERAGE DAILY TRAFFIC . ......................................................................................................................................................................... I I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I rI Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C I Ratio 1 l I Capacity I Capacity I Volume I Ratio I Volume I Volume w/o Project I I I I I I I I I i Volume I I I r, ............................................................................................................................ NI.1600 1 ...008 * I 1 ............................................ .................. I ............................ ................ ...........................13 NT 4800 1 I 1372 I 0.286 I I 1 I ! ............. j r NR 1 1600 1.. 75 0.047 I ................ I ................... 1.................... . ................... 1............... I.............. ............................... ................ SL I 3200 I I ............................. 263 I 0.082 1 I. ..................................... I! ................. . I. .................................-.. ' ST 4800 .... ............................ 5 1655 .....0....3..4 . ........... II ......................... .............................. SR I 1600 I I 27 I ...017 I ................ I ................... I. ................... ............... I.............. EL 11600 I I 24 I 0.015 I I 1 .......... .................... . ................... I ............................ ....................................... .............................. 5 1 1 * 1 I ............... .................................... ER I I 15 I 1 I I I ........................................ WL I I . 422 I } I I ............... } I ................ } 3200..............................15 } 0.137 11 ................ ................... WT I I i 1 I WR1600 I I ...................I ...................1...............1.............. ..................1........401.1........251.................. EXISTING I.C.U. I 0.616 1 1 I EXISTING + REGIONAL GROWTH +COMMITTED W/PROPOSED IMPROVEMENTS I.C.0 I . I ................... . .............. . ............. ' ....................................................................................................................... EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. . ............................................... Split Phase E/W direction ' 1_I Projected + project traffic I.C.U. will be less than or equal to 0.90 I_1 Projected + project traffic I.C.U. will be greater than 0.90 1_1 Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: ...................................................................................................................................... 'PROJECT JA5310PM ................................... ................................... FORM II CH5055AM INTERSECTION CAPACITY UTILIZATION ANALYSIS c,4Foar` INTERSECTION: COAST HIGHWAY & JAMBOREE ROAD 5055 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 AM . ............................................................................................................................................................................ I I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I WC Ratio Volume I V/C- I I I Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I I I I I I I I I Volume I I I 1.................................................................................................................................................... I NI- 1 1600 1 1 29 1 0.018 1 1 1 ................................. I 1 I .................................................................................................................................................................................... j NT 1 1 483 1 1 1 I I................. } 3200..................................... } 0.178................... ...................... } ................ } 1 I NR 1 1 88 1 1 ................... ............... ..... 1 I . ... I ........... ................ ................. ................ . I SL I 1600 I ................... .............. I... .... ........... a ..... .,......... ...., .. 177 I 0,111 I i I ( I I ST I 3200 I ................... I 270 I 0.084 I ................... ............I......I.... . ............... . ............. j SR I N.S.1 ....................................... 1 640 1 1 1 1 1 1 I 1 1................. . ............... . I EL I 4800 I ................... . ................ . ............. I . `.............................................................................................. 3047 I ...218........I.............. I ................... I ................. j j ET 1 ................... 1 1986 1 1 1 I I.................}; 6400. ................... ................. } 0.313................... ...................... } ..........} I ER 1 1 14 1 1 I I I .................................................................................................................................................................................... I WL I 3200 1 123 1 0.038 1 . . � I WT I 6400 I .............. ........................................................................................... I 1134 i 0.177 I. ...................... 1.................................. WR I N,S.1 .................. 1 106 1 f 1 1 ....... ............ 1 1 I ................ ......... I........ ........ ......... ................ . I EXISTING I.C.U. ................... ................. ................ ............. ...... 1 0.684 j ...................... . ....I ............................. EXISTING + REGIONAL ............. I..... , . ...........,.,.......................................... GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I I 1...................................................................... ............................................................................................................... I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. ........................................................................................................................................................................................ I I . 1_1 Projected + project traffic I.C.U. will be less than or equal to 0.90 I_i Projected + project traffic I.C.U. will be greater than 0.90 j_j Projected + project traffic I.C:U. w/systems improvement will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. with project improvements will be less than I.C,U. without project ... ................. ................ ............... ..... ............ ..... ................ ................... ...... ............... ..................... ..... I .......... ............... ... . Description of system improvement: ........................................................................................................................................................................................ . PROJECT FORM II CH5055AM I ?9y 11 JA5055PM I! INTERSECTION CAPACITY UTILIZATION ANALYSIS q�l Fc�z00.N INTERSECTION: COAST HIGHWAY & JAMBOREE_ROAD 5055 WINTER/SPRING PM EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC ................. ........................................................................................... . q j EXISTING j PROPOSED j EXISTING j EXISTING j REGIONAL I COMMITTED I PROJECTED I PROJECT I PROD ECTI j Movement I Lanes j Lanes I PK HR I V/C j GROWTH I PROJECT I V/C Ratio I Volume I V/C I I I Capacity 1 Capacity I Volume j Ratio j Volume I Volume I w/o Project I I Ratio I 1 I I I I I I I Volume 1 1 1 ........................................................................................................................................................................ I \ NL 1 1600 1 1 27 j 0.017 1 1 1 I I I .................................................................................................................. I NT3200 I ...........................259 } 0.100 I ................ I ................... } I .............. } I NR I I 60 I I I I SL 1 1600 1 1 237 1 0.1411 I I I I 11 ......ST..... 1 .....3200 i .................. 1 .....-.626 1.....0.196 L ................ .................. L ................... L ..... ...... L ............. ....................................................... 1 N.S. 1!EI 401 682 I 0.142 .............. I ................... I ............. I ............. ................ ....... .................. ...... ....... I ............... I ..... 1 1473 1 1 ET 6400 I I } 0.235 ) } ER 1 1 32 1 I .............................................. ............................ . ........................................................................................... WL 1 3200 1 1 254 1 0.079 1 1 1 I I ............. .......................................................................................................................................................... WT 1 6400 1 1 2241 1 0.350 I...................I.................... I . .............. I . ............. . . .................. . ............... . .............. w I WR I N.S. 1 1 130 1 1 1 I I .............. I ............. ............................................................................................................................................ EXISTING I.C.U. 1 0.740 I ......................................................................................................................... . I EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.0 I I I................ .................................................. . .............. . ......................................................... EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. 1_I Projected + project traffic I.C.U. will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. will be greater than 0.90 1_I .Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project ............................................................................................................................................................. . Description of system improvement: .................. ' PROJECT CH5055PM ...................................................... . FORM 11 No SJ5060AM INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: SAN JOAQUIN HILLS ROAD & SANTA CRUZ D 5060 ... v 2001 AM EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING .................... ................ ...... I........... . ............................................................... ................ ................... ...................... I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT Volume I WC Ratio I Volume I V/C I I w/o Project I I Ratio I i I Capacity I Capacity I Volume I Ratio 1 Volume I i I I I I I Volume I I i I I ............ ....................... ......I........... ...... I ........ ......... .......... ...................... .................... ................ . ................. p NI. 1 3200 1 . I. 98 1 0,031 I. ..................... . I I ............... ................. j .................. 1 1600.....................................} 0.015................... ...................... I l } ................} .................} NR I I 20 I I ................................................................................................................ j ..................................................... . SL 1 1600 1 1 19 1 0.012 1 I 1 1 1 1 . ................. ................................................................................................................................................ ST 1 16001 1 61 0.004 1 1 ................ ......... .......... ...................... 1 1 I ............... .................... .......... ,.... .......... ..... ........ ....... ..I .............. iSR I 1600 I 72 I ...045 ................. I ..................... I ............ . I ................... I ............... I . .... j .................. ........... EL} 16001.......I...........I 61 I 0.038 I ................. I....... ............. I ................... I ........... I ... I................. 464 1 1 .........I.... .. ....................................... ................. } 4800 ................... . } 0.148 1 1 } ................ � i i 247 .. I I ................. I . 1} ....... WL 1 16001 1 2051 0.128 0 1 1 1 1 1 .......................................................................................................................... WT I 1 300 1 1 ........... .................... I WR 1 1 27 1 I 1 ............................................................................................................................................................ EXISTING I.C.U. 1 0.352 1 ................... 1 ............................................................................................................................... I EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. . I I .......................................................................................................... I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I I I ........ ......................................................... I ...... I ........ ..... Split Phase N/S Direction 1_I Projected + project traffic I.C.U. will be less than or equal to 0.90 1_i Projected + project traffic I.C.U. will be greater than 0.90 I_I Projected + project traffic I,C.U. w/systems improvement will be less than or equal to 0.90 1_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project ........................................................ Description of system improvement: .................................... PROJECT SJ5060PM 11 I' 11 RI r� J r I r rl r t..J .................................. ................................. . FORM II ' 11 ' SJ5060PM K0 II II INTERSECTION CAPACITY UTILIZATION ANALYSIS ' INTERSECTION: SAN JOAQUIN HILLS ROAD &yANTA CRUZ DRIVE 5060 2001 PM EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING • •.me I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I EXISTING •Volume. I PROJECT I PROJECT 1 Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I I I V/ I Volume I V/C I I I Capacity I Capacity Volume Ratio I Volume I w/o Project I Y I Ratio I I I I I I I I I Volume I I 443 1 0.138.................. ................... ................... I .............. I ............. 14 I I I I .....NT......} 1600I..................................} 0.112................. .............. ......} NRI I I..................................................................................... ...............} I I 1 .................. .........165 ............... SL 1 1600 1 1 9 1 0.006 1 1 1 I 1 ! ........................................................................ .... ST1 160010.003 I................ ....... ......... I.............. .. .............. ............. I.............. I..... 1 I ................I.............41 SR 1 1600 1 1 58 1 0.036 * I I I I .... I .................................................................................................................................. I 1 107 1 0.067 * ............... I ................... ! ................... EL...... 1 .............. .............. I ............. 1 ......1600 .................... ET 1 1 311 1 I 1 I } 4800................................... } 0.109 ................. .................... } ER 1 1 214 1 1 ............... } I 1 I 1 WL I 1600 1 I 31 I 0.019 I.I 1 0............. I ............. j . ................................... ................... } 4800................................... } 0.114 * ................ .................... } } I I WR I 26 1 I I1 ......... ... ............... —.— ............... EXISTING I.C.U. 0.355......................".-................ *,.-.*,.,.",*,A,.".. I I I EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I .....4..................... EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I C U I .... ..... I I I ....................................................................................... Split Phase N/S Direction 1_I Projected + project traffic I.C.U. will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. will be greater than 0.90 I_I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 1_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project ................................................... Description of system improvement: PROJECT SJ5060PM .............. FORM It MAN SJ5065PM INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: SAN JOAQUIN H EXISTING TRAFFIC VOLUMES BASED ON ILLS ROAD & SANTA ROSA DRIVE I BIG CANYON. 5065 AVERAGE DAMILY—TWFIC"W"INTMERUPRNT I I EXISTING I PROPOSED I EXISTING I Movement I Lanes I Lanes I PK HR I Capacity 1 Capacity I I I Volume I i I NL i 16001 1 1941 I NT I 16001 I 271 I NR i 16001 I 5D41 St. I 1600 I I 89, 1 I ST i 1600 i I 15 1 I SR I 16001 I 591 I 1 EL I 1600 I I 51 I ET - I _ 497 ! } 480D } I ER 1 i 86 yr 1 2001 PM EXISTING i REGIONAL 1 COMMITTED I PROJECTED I PROJECT I PROJECT VIC I GROWTH I PROJECT I VIC Ratio I Volume I VIC i Ratio 1 Volume I Volume I w/o Project I I Ratio I I i Volume 6 I d I 0.121 I I I I I 0.017 1 I I I I 0.315 I 0,056 1 I I I I 0.009 I I I I I 0.037 0,032 I 1 I I I 0.121 ! I } I } I I I I WL 1 32001 1 343I 0.107 I I I I 1 I I I I WT 206 } 4800 ! I } 0.062 I WR I i 90 I I I EXISTING I.C.U. I 0.599 EXISTING +REG GROWTH + COMMITTED WIPROPOSED IMPROVEMENTS I.C.U. I I EXISTING +COMMITTED+ REGIONAL GROWTH + PROJECT I.C.U. Split Phase NIS Direction "Assumed WBL included in NBR. LI Projected + project traffic I.C.U. will be less than or equal to 0.90 C1 Projected + project traffic I.C.U. will be greater than 0.90 LJ Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 u Projected + project traffic I.C.U, with project Improvements will be less than I.C.U. without project Description of system Improvement: PROJECT SJ5065PM FORM II I I u C I I h I r I L 00 City : NEWPORT BEACH H/S Direction : NEWPORT CENTER DRIVE E/W Direction : PACIFIC COAST HIGHWAY Client : CITY OF NEWPORT BEACH NEWPORT CENTER PCH Southbound Westbound Start rD/25/O1 'Transportation Studies, Inc. 1820 H. Garry Avenue Suite 116 Santa Ana, CA. 92105 TURNING MOVEMENTS Intrvl. 1 07:00 12 7 51 206 190 51 517 07:15 15 6 39 218 272 45 595 07:30 52 264 320 63 722 �14 Hour 205 1001 1181 290 2151 ' 08:00 8 3 41 254 427 125 858 08:15 19 4 39 297 418 127 904 08;30 33 6 37 259 395 118 84B 4 39 287 7 481 3498 Hour 103 24 156 1097 1637 ' [BREAK)............... 16:30 143 57 38 425 ...........:.......... 380 51 1094 14 32 379 1036 Hour 297 118 10 804 728 113 2130 ' 17:00 173 56 27 412 366 61 1095 17:15 183 64 32 437 363 75 1154 ' 17:30 198 80 39 392 359 77 1140 7 t Hour 720 258 123 1672 1437 295 4505 ' 18:00 119 54 37 406 340 61 1017 18:15 152 65 34 357 306 61 975 1301 14882 k Apr. 72.33 27.6 10.471 81.2 18 7 1 Inttal 4.1 3538 Study Name: HOII0144 Site Code : 00000919 Start Date: 10/25/01 Page : 1 ME Transportation Studies, Inc. City : NEWPORT BEACH 1820 E. Garry Avenue HIS Direction : NEWPORT CENTER DRIVE Suite 116 BIN Direction : PACIFIC COAST HIGHWAY Santa Ana, CA. 92705 Client : CITY OF NEWPORT BBACB TORHING MOVEMENTS NEWPORT CENTER ,PCH PCB Southbound Westbound Bastbound Start Intrvl. Peak Hour Analysis By Entire intersection for the Period: 07:00 on 10/25/01 to 08:45 on 10/25/01 Time 07:15 07:45 07:45 Vol. 67 23 180 1123 1639 501 Pet. 74.4 25.5 13.8 86.1 76.5 23.4 Total 90 1303 2140 High 08:30 07:45 08:00 Vol. 33 6 63 313 427 125 Total 39 376 552 PEP 0.576 0.866 0.969 K;WPORT CENTER DRI E 6--17 23-- 661 771 PCH 1198 E' IV25/01 i8B 67:45an 98:3Ban 591 1 3339 3533 2965 <— 1123 1639 -4 -j� 1662 PCH N ?too iL Study Hate: U0110144 , Site Code : 00000979 Start Date: 10/25/01 Page 2 i r r i I r r r r r r i r i� City : NEWPORT BEACH HIS Direction : NEWPORT CENTER DRIVE BIN Direction : PACIFIC COAST HIGHWAY Client : CITY OF NEWPORT BEACH NEWPORT CENTER PCH Southbound Westbo Start ' Peak Hour Analysis By Entire Intersectio Time 17:00 MOO Vol. 720 258 123 1672 Pet. 73.6 26.3 6.8 93.1 Total 978 1795 High 17:30 17:15 Vol. 198 80 32 437 ' Total 278 469 PHF 0.879 0.956 Transportation Studies, Inc. 1820 B. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING NOVBNBNTS PCB Eastbound Intrvl. ru for the Period: 16:30 on 10/25/01 to 18:15 on 10/25/01 17:00 1437 295 82.9 17.0 1732 17:15 363 75 438 0.988 RT CENTER DRI E 720 23I-8 418 y 1396 PCH 10/25/01 T 123 2392 05:38PM 05:45PM 295 --t 4124 4505 3490 1672 -3 1695 1437 � PCH N Study Name: E0110144 Site Code : 00000979 Start Date: 10/25/01 Page : 3 SEP-11-02 10:51 AM TRRNSPORTRTION.STUDIES 949 652 8441 F.b2 Transportation Studies, Inc. 1820 E, Garry Avenue City: NEWPORT BEACH suite 116 File Name : H0209009 N-S Direction: AVOCADO AVENUE Santa Ana, CA.92705 Site Code : 00000916 r E-W Direction: SAN MIGUEL DRIVE Start Date : 09/10/2002 Pape No : 1 Groups Printed- Turning MoYernents AVOCADO AVENUE SAN MIGUEL DR. 1E AVOCADO A`: ENUE SAN MIGUEL DRIVE Southbound Westbound Northbound Eastbound StartTlme Right ; Thru left Right ; Tliru Leo, I3ight_j Thru Left ; Right ; Thru Left' Int, Total Factor ; 1.0 1.0 ; 116. 1.0 , 1,0 1.0 1.0, 1.0 1.0 1.0 ; 1.0 1,0 , 07:00 AM 1 3 3 18 45 61 17 8 13 5 10 1 186 07:15 AM 1 3 4 24 48 67 21 16 13 1 10 0 208 07:30 AM 2 2 4 31 60 631 25 19 15 6 11 0 238 07:45 AM 2 8 9 I 50 85, , 98, 40 34 19, 0 16 1 . 362 ' Total 6 16 20 129 239 289. 263 77 60 12 47 2 994 08:00 AM 08:15 AM 6 6 5 8 71 10. 50 46 141 109 103 1221 29 38 37 44 22 28 6 4 25 19 2 1 439 429 08:30 AM 4 11 101 59 91 125 • 33 30 27 6 40 2 438 ' 08:45 AM 3 20 16 61 116 1221 49 34 44. 16 37 5 , 513 Total 19 44 43 206 451 08 149 145 121 32 121 10 1819 ••' BREAK 4" 04:30 PM 0 28 53 E 20 117 77 106 13 23 40 165 5 647 04:45 PM 1 43 59 , 30 91 73,! 140 6 23 27 133 1 , 607 Total 1 71 1121 30 2as 1§6 246 19 46 67 298 6 1254 ' 05:00 PM 3 50 47 7 74 78 - 157 12 27 27 128 5 615 05:15 PM 4 49 81 8 80 63 ; 163 8 22 30 133 2 643 05:30 PM 2 34 59 • 4 95 76 150 6 21, 27 119 2 595 , 05:45 PM 4 27 52. 9 107 69 119 5 23 23 148 0 586 Total 13 ISO 239 28 356 286' 559 31 93' 107 528 9 2439 05:00 PM 3 24 32: 8 107 70 • 133 10 17 19 99 1 523 06:15 PM 0 20 261 4 80 51 121 6 20 32 130 1 491 ' Grand Total 42 335 472: 399 1441 1324' 1341 288 357 269 1223 29 7520 Apprch gro 4.9 39.5 55.6 12,6 45.5 41,8 I 67.5 14,5 18.0 17.7 80,4 1,9 Total30 0.6 4,5 6.3. 5.3 19.2 17.6 17.8 3.8 4.7 3.6 16.3 014 r r r r ?I 0Z SEP-11-02 10:52 FM TRRNSPORTATION.STUDIES 949 $52 $441 P•U6 Transportation Sludise,[no, 1820 E. Garry Avenue Suite 116 Santa Ana, CA. 92705 I" File Name : H0209009 Site Code : 00000916 Start Date : 09/1012002 Pape No : 2 AVOCADO AVENUE ' ' SAN MIGUEL DRIVE AVOC400 AVENUE SAN MIGUEL DRIVE Southbound Westbound, Northbound Eastbound Start Time Rlgh Thru Left; APp' I Rlgh Thru Lek App. I R[gh Thru Lek App. Righ Thru Lett App' Int. t . To•.al , t ; I Total t ; Total t ; . Total Total Peek Hour From 07:00 AM to 08:45 AM • Peak i of 1 Intersectio 08:00 AM Volume 19 44 43 106 206 451 478 1135: 149 145 121 415 32 121 10 163 1819 Percent 17.9 41.5 40.6 I18.1 39.7 42.1 .35.9 34.9 29.2 19.6 74.2 6.1 08:45 3 20 16 39 51 -116 122 289' 49 34 44 127 16 37 5 58 513 Volume I 0.886 Peak Factor High Int. 03:45 AM 08:00 AM , ; 08:45 AM 08:45 AM Volume 3 20 16 39. 50 141 109 300 49 34 44 127 15 37 - 5 58 Peak 0,679. 0.946. 0.817 0.703 Factor I Out In Total 361 1 109: 1 487 ' 1 ' 'Right' Thru' Left EK o . ' 'gipp IWF Nerlh 3 B 10102 8:46 00 AM ❑� a nip - Turning Movements Td •. • I I LDR Thru RIO t "T211 143; 1 ; 1. 554: [ 415' 9991 OUT Ih Total AVOCADOAVENUE P`lD3 �tr-11-102 20;z:d RM IKANSPDRTATION.STUDIES 949 8B2 8441 P.404 , Transporta0on Studies, Inc. 1820 E. Garry Avenue Suite tie File Name : H0209009 Santa Ana, CA. 92705 Site Code : 00000918 ' Start Data : 09/10/2002 Pape No ; 3 AVOCADO AVENUE SAN MIGUEL DRIVE AVOCADD•AVENUE SAN MIGUEL DRIVE ' Southbound Westbound I Northbound R16t Rlgt Eastbound RiBt;Thru Start Time Thru• Lett Totel.Rigt Thru Left: Tte� Thru. Lett' Tofal Left Total Total r Peek Hour From 04:30 PM to 06:15 PM - Peak 1 of 1 Intersectio 04:30 PM S10 3 04c Volume 8 170 240 418, 45 3G2 .291 699: 566 39 95 700 124 559 13 696 2512 ' Percent ' 1.9 40.7 57.4 6.4 51.9 41.7 80.9 5.6 13.6 17.8 80.3 1.9 04:30 Volume 0 28 53 81 20 117 77 214: 106 13 23 142 40 ISS 5 210 647 Peek 0.971 Factor High Int. 05:15 PM 04:30 PM moo PM 04:30 PM ' Volume 4 49 81 134, 20 117 77 214' 157 12 27 196 40 165 5 210 Peak Factor 0,780 0.815 0.893 0.829 I oBt7 in Total 415 'W, ' a' 1701 940, Rrght' ThN Lan , 1 r ~' North =� WiD275APM 5ro3 i TuminpMovements • r 4 - . Left 1hru • Riot ; S0e • L 12a51 outut 'in `ToTit AVO AD AVENUE �}rXjvSTeJ( r� ff�� hex d4oLo t>Q a.)C ��ny i CH (0065 H,S 11 INTERSECTION CAPACITY UTILIZATION ANALYSIS ' INTERSECTION: COAST HIGHWAY & AYOCADO AVENUE 6085 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING - ' j EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I Movement I Lanes I Lanes I PK HR I WC I GROWTH I PROJECT ROJEC I WIC Ratio I Capacity I Capacity I Volume I Ratio I Volume I Volume I NL I 1600I I 107I 0.067 I I I I fNT I I 100 I I 1600 - ---- - 113 } 0.133 NR i } } I I I I — - - --- S68- I I I ISt.3200 I I } 0.039 ST 56 i } SR I N.S. I I 45 ' EL I 1600 I J' I — 303 j 0.189�.��d ET I I 1940'�° 4800 - ---- --- 55 } 0.416 ER } I I i WL I 1600I 1 1531 0.096 I I I I ' f — WT— 1323 — 4800 ! I } 0.305 WR 141 } I 1 -- —_— 1 EXISTING I.C.U. I 0.666 EXISTING+ REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U.— I I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. Split Phase NIS Direction 1_I Projected + project traffic I.C.U. will be less than or equal to 0.90 1_I Projected + project traffic I.C.U. will be greater than 0.90 1_I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I-1 Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: PROJECT CH6085AM 2001 AM PROJECT I PROJECT I Volume I VIC I Ratio I I I FORM dl cH Oog5Pm- ALT y51 INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: COAST HIGHWAY & AVOCA00 AVENtIE 608E EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT M t Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I VIC Ratio I Volume I VIC ovemen i Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I I I i I I I I I Volume I I jNL 1 16001 1 1331 0.083 I I I I I I NT 1 I 88 I I I I — } 1600 - } 0.134 } } I NR i I 127 I I I I SL I I 355 ------- } 3200 - — j 0.15E ST I I 141 1 SR i N.S.1 I 2981 I I I I I I I j EL I 1600 I i 142 I 0.089 ET lass ! I I I I — } 4800 I } 0.326 1 ER 1 I 65 I I I I i W L i 1600 i 1 121 i 0.076 WT I I 1417 I I } 4800 - - } 0.316 WR I 1 100 I I EXISTING I.C.U. i 0.695 1 EXISTING +REGGROWTH + COMMITTED W/PROPOSEDIMPROVEMENTS I.C.U. i EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I Split Phase NIS Direction ` Q Projected + project traffic I.C.U. will be less then or equal to 0.90 I_I Projected + project traffic I.C.U. will be greater than 0.90 1_1 Projected + project traffic I.C.U. w/systems improvement will be Ies54han or equal to 0.90 Q Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: - — PROJECT CH6085PM FORM 11 y(f N-S STREET E-W STREET SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS C BISON SJHTC NB� DATE: 3/15/2000 DAY: WEDNESDAY CITY: IRVINE RAMPS PROJECT# 0171035A - - - ➢GRIRMOUND --------------------------------------------------- -SeUT4iBOUND EAS-TBOUND -tMSMOUND ice'( G�gs� so ct,T F ( Ab R1 N ----NL LANES: 1 NT NR 2 SL ST 2 SR 1 EL ET ER WL WT 1.5 0 WR 1.5 TOTAL 6 00 AM 1 39 6 5 3 0 5 59 15 AM 1 65 11 19 8 0 8 112 ' 30 AM 2 78 11 21 11 1 9 133 45 AM 1 75 10 16 17 0 11 130 7:00 15 AM AM 3 2 100 118 12 9 24 28 21 0 25 0 18 25 178 30 AM 3 173 18 34 28 0 46 207 302 45 AM 7 227 19 39 25 1 61 379 ' 8:00 AM 1 205 25 37 30 0 43 341 15 AM 1 188 27 38 34 0 35 323 30 AM 3 159 36 41 32 0 24 295 P.M 2 150 28 36 35 0 27 278 '45 9:00 AM 15 AM 30 AM 45 AM _0:00 AM 15 AM 30 AM ' 45 AM ' TOTAL OLUMES NL NT NR = 27 1577 0 SL ST SR EL ET ER WL WT WR TOTAL 0 212 338 0 0 0 269 2 312 2737 AM Peak Hr Begins at 730 AM VOLUMES = 12 793 0 0 89 148 0 0 0 117 1 185 1345 )DITIONS:SIGNALIZED I q� j N-S STREET: BISON E-W STREET: CSJHTC NB) RAMPS SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS DATE: 3/15/2000 DAY: WEDNESDAY I CITY: IRVINE t PROJECT# 0171035P N9RzFABOUND ee8THBOUND to SST EASTBOUND SO�LN(•( -LiESTBDUND � LANES: NL 1 NT NR 2 SL SR EL ET ER WL WT WR TOT`T _ 2 ---- PM 1 ---------------=----1.5--=-0--1-52:00 15 PM 30 45 PM PM ' 3:00 PM 15 PM 30 PM ' 45 PM 4:00 15 PM PM 7 8 59 73 48 91 it 0 2 2 30 PM 4 84 56 66 103 149 15 0 17 3 2 45 5:00 PM PM 2 3 70 91 77 138 1 19 1 5 9 3 316 15 PM 1 86 99 120 202 114 17 0 6 4 30 PM 2 97 98 101 21 0 25 0 4 8 3 331 45 6:00 PM PM- 0 4 90 84 80 126 29 0 11 3 15 PM 3 74 89 84 114 123 23 1 7 3 30 PM 2 68 74 109 19 0 17 0 4 6 3 276 45 Phi 3 71 - 61 91 14 0 5 2� TOTAL VOLUMES = NL 39 NT NR 947 0 SL ST SR EL ET ER - WL WT WR TOTAL 0 932 1461 0 0 0 227 3 70 361 PM Peak Hr Begins at 500 PM PEAK VOLUMES = 6 364 0 0 397 543 0 0 0 92 0 29 1431 ADDITIONS: S IGNALI ZED ' I ?tvz 7� t SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS STREET: BISON DATE: 3/15/2000 CITY: IRVINE 'I-S DAY: WEDNESDAY E-W STREET: SJHTC SB PROJECT# 0171036A RAMPS NGR-?nOUND SPU:FHBOUND==== EA£rTBOUND===== DER -WES`PBOUND NL ( w95-C SL ST SR EL ET WWLL WT R TOTAL NT NR ' LANES: 2 1 2 2 2 0 6 00 AM 4====1 ====0 ====9========30====0====7__________________ 0 16 51 104 ' 15 AM 7 1 4 0 1 18 21 62 63 0 18 118 30 AM 45 AM 11 15 9 0 27 64 0 16 131 164 7:00 AM 26 14 2 31 77 86 0 0 14 7 176 15 AM 32 12 3 3 36 40 138 0 10 249 30 AM 45 AM 40 51 18 16 2 42 178 0 8 297 279 8:00 AM 56 7 9 51 153 0 0 3 3 263 15 AM 48 9 7 54 142 0 4 246 30 AM 36 10 8 60 128 0• 3 230 ' 45 AM 38 8 5 57 119 9:00 AM 15 AM ' 30 AM 45 AM 10:00 AM 15 AM ' 30 AM 45 AM ____________________________________________________________________ rOTALNO SO EO 109 WO WO WO TAL 2�08 JOLUMES = 364 109 40 446 1240 AM Peak Hr Begins at 730 AM PEAK VOLUMES = 0 195 50 21 187 0 611 0 24 0 0 0 1088 ADDITIONS:SIGNALIZED k C 71 L L ' SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS t N•-S STREET: BISON DATE: 3/15/2000 CITY: IRVINE C DAY: WEDNESDAY E-W STREET: SJHTC SB RAMPS PROJECT# 0171036P N@RTHBOUND SBbITHBOUND ?BOUND WESTEDUND vMrt Lo W, Sv"-( WTUU4 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 2 1 2 2 2 0 1 ------------------ 2:00 PM 15 PM 30 PM ' 45 PM 3:00 PM 15 PM , 30 PM 45 PM 4:00 PM 35 17 29 54 40 0 5 180 15 PM 42 19 25 69 42 0 6 203 , 30 PM 32 14 23 63 47 0 3 182 45 PM 44 18 32 87 49 0 8 238 5:00 PM 39 22 37 99 38 0 9 244 15 PM 43 27 43 89 41 0 10 253 30 PM 35 25 35 78 45 0 6 224 45 PM 40 28 30 86 54 0 5 243 .6:00 PM 31 23 23 77 51 0 2 207 r 208 15 PM 35 21. 25 69 55 0 3 30 PM 30 17 19 58 50 0 1 175 531 45 PM 22 15 16 56 0 2 ----42 --------------------- - ----------- - WR TOTAL TOTAL NL NT NR SL ST SR EL ET ER WL WT 0 25101 VOLUMES = 0 428 246 337 885 0 554 0 60 0 0 PM Peak Hr Begins at 500 PM PEAK 964 VOLUMES = 0 157 102 145 352 0 178 0 30 0 0 0 ADDITIONS:SIGNALIZED 1 r r ?o , 4t ' City : NEWPORT BEACH 'MIS Direction : MACARTHUR BOULEVARD BIN Direction : BISON AVENUE Client : CITY OF NEWPORT BEACH Transportation Studies, Inc. 1820 E. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS Study Name: H0110153 Site Code : 00000976 Start Date: 10/23/01 Page : 1 Start MACARTHUR Southbound BOULEVARD BISON AVENUE Westbound h MACARTHUR Northbound BOULEVARD hrRight H150 AVOWS Eastbound Intrvl. 10/23/01 2 13 48 7 369 37 13 25 34 1101 07:00 51 4B2 10 3 26 21 25 748 94 25 35 62 1571 07:30 71 456 5 7 Hour 265 1 2009 27 19 121 182 95 2495 238 132 125 190 5898 08:00 73 605 7 2 23 32 34 700 74 36 40 31 38 66 59 1683 1856 08:15 74 534 9 8 32 27 40 40 37 915 - 732 80 42 65 61 1785 08:30 71 599 13 8 42 75 08645 Hour 1 291 2323 38 20 123 134 148 3041 . 299 158 198 260 7033 (BREAK) 16:30 83 564 8 6 21 36 15 .............................7 549 60 62 23 55 ....... 14 4 1455 Hour 147 1144 12 11 49 71 32 1057 ill 136 72 95 2937 17:00 78 617 8 7 45 48 21 542 65 60 49 53 33 29 48 51 1561 1729 17:15 70 725 12 4 51 34 46 32 27 608 513 449 51 24 50 1491 17:30 72 621 6 3 29 79 Hour 300 1 2704 2 28 20 7 162 168 101 2230 216 198 120 18S 6432 18:00 67 711 6 3 29 38 28 488 52 57 50 i5 37 46 38 27 1547 1537 18:15 51 592 13 14 31 515 38 631 60 464 563 9874 '973 719 598 795 25384 Total 1121 10.4 9483 88.3 124 1.1 87 7.0 41.7 51.1 4.1 87.2 8.6 34.0 28.3 37.6 1 Apr. t Int. 4.4 37.3 0.4 0.3 2.0 2.4 1.8 38.8 3.8 232.3 3.1 'pkk1 City : NEWPORT BEACH H/S Direction : NACARTHUR BOULEVARD E/W Direction : BISON AVENUE Client : CITY OF NEWPORT BEACH IKACARTHUR BOULEVARD Southbound Start Transportation Studies, loc. 1820 E. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS AVENUE JMACARTHUR BOULEVARD Peak Bour Analysis By Entire Intersection for the Periods 07:00 on 10/23/01 to 01 Time 07:45 07:45 07:45 Vol. 286 2309 35 31 152 179 145 3182 297 Pet. 103 87.7 1.3 0.5 41.9- 49.4 4.0 87.8 8.1 Total 2630 362 3624 High 08:00 07:45 08:15 Vol. 73 605 7 13 55 80 40 915 80 Total 685 148 1035 PEP 0.959 0.611 0.975 BISON AVENUE Bastbound 4$ Study Name: E0110153 ' Site Code : 00000976 Start Date: 10/23/01 ' Page :2 Intrvl.Total ' 45 on 10123101 , 07:45 177 182 245 29.3 30.1 40.5 604 ' 08:30 42 65 61 168 , 0.898 AcAltTHUR AR 2399 3458 286 3'5•• y 6868 BISON AUENUE 31 735 '- 16/23/91 87 45aM 8861= <— 152 245 1309 7222 724 179 182 3 362 177 �. BISON AUENA N 6289 2665 297 3182 145 ACARTHHR SOHLEUAR `P112 �a ' City : NEWPORT BEACH 'N/S Direction : MACARTHUR BOULEVARD E/W Direction : BISON AVENUE Client : CITY Of NEWPORT BEACH ' NACARTHUR BOULEVARD Southbound Transportation Studies, Inc. 1820 E. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS AVENUE INACARTHUR BOULEVARD rand Northbound Start Peak Hour Analysis By Entire Intersection for the Period: 16:30 on 10/23 Time 17:00 17:00 11:00 Vol. 300 2704 28 20 162 168 101 2230 ' Pct. 9.8 89.1 0.9 5.7 350 46.2 48.0 3.9 2547 87.5 Total 3032 High 17:45 17:00 17:15 Vol. 80 741 2 7 45 48 32 608 Total 823 100 700 PEP 0.921 0.875 0.909 1 1 1 1 1 1 1 i Study Name: H0110153 Site Code : 00000976 Start Date: 10/23/01 Page : 3 BISON AVENUE to 18:15 on 10/23/01 17:00 216 198 120 185 8.4 39.3 23.8 36.7 503 17:15 60 53 29 51 133 0.945 ACARTHIIR BOULEUAR 2704 2435 380 28I.- y T 5467 BISON AUENHE 20 678 4— 18/23/01 O5:00pn � O5:45pn <— 162 185 1181 6432 599 168 120 249 BISON AUEM N 5617 3070 2230 216 101 ACARTHHR BOULEUAR ?03 Intrvl. MA4985_2001 INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: MACARTHUR BOULEVARD & FORD ROAD 4985 EXISTING TRAFFIC VOLUMES'BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING ....................................................... I I EXISTING ( PROPOSED I Movement I Lanes Lanes I Capacitl Capacity 71 I 2001 AM ............................................................................................................................... . EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I ' PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C I I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I VI i I I I I I I I oume .................................. .................................................................................................................................................. j NL 1 32001 I 140I 0.044 1 1 I I I I ................................................................................................................................................................................... NT 1 4800 1 I 1934 j 0.403 .......... 1............................................................... NR I N.S.1 105...................................................................................... I I I i I I I I o. u............nu . .u................ .e............ u.eee...n.. ................. j SL . ........... I ... . ........u........ 1 32001 ....u.u....q.. ......u.u.... I 5081 R .u.w..u.o.u... 0.159 I I I I I 1.................................................................................................................................................................................... I ST I 6400 I 1I 0.394 I I I ! ................. I I .. 1 SR ......I.......... I N.S.1 , ..-- 1 121 .................... 1 1 I I I I .................................................................................................................................................................................... EL I 1 I 46 I 0.014 1 I ......... * ............... ......... ETI ...3200 ............. I.... 3200 I 1 221 I I 0.069 " I ................... ............... ................. 1 ER .......... 1 1600 1 , 1 84 i .................. ..................... 0.053 I I ...........................:.. ................... I I .......................................................................................................... I WL 1 3200 1 1573 I .................... I I I I 0.179 " I 1 i................. j WT . ............ I .. . .................. I 3200 I , .......................................... I 505 I ..................... 0.158 I I ................... ........... - .................. j WR ... I N.S.1 ............... ..I........ 114271 . ............................................................................................................................ 1 1 1 i 1 I j EXISTING I.C.U. I 0.810 I ................. ............ .... ................... ................. ................ ................ I........................ ................... I EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I .................................................................................................................................................. j EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I ... ................. ................ ................... ................. ............. ...................... ...................... ..I ........... ...... I_I Projected + project traffic I.C.U. will be less than or equal to 0.90 1_1 Projected + project traffic I.C.U. will be greater than 0.90 I_I Projected+ project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: ....................................................... PROJECT MA4985AM FORM 11 ''j 11IA 'ACi MA4985PM ' INTERSECTION CAPACITY UTILIZATION ANALYSIS PRN �C/ F��O INTERSECTION: MACARTHUR BOULEVARD & FORD ROAD 4985 EXISTING TRAFFIC VOLU ES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM .......................................................................................................................................................................... . EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C I I I Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I ................. I I I .. I.................... I Volume I I I NL 1 3200I 1..........741 0.023 1 1 1 1 1 I 1................................................................................................................................... ' NT...... 4800 1 I 2074 1 0.432 .............. I ................... I ................... ! .............. I ............ I NR I N.S. 1 .................. I .........546 . .......... . ................ . ......... I I I I 1................ ............S. 1 . -t...p.._.......r................................................ SL...... 1 ......3200 1 .................. 1 .......1232 I_t y 3 'L.1�j� �It uSit A..&.fA W y)...L .k�%� A N............ STI 6400 I .................. I .......3530 I 0.552 I ................ I ................... I ................... I .............. I ............. j ......SR...--- 1. N.S. I I 62 I I .................................... . . .................................. IEL 1 ......3200 1 .................. 1 ............... I 0.003 1 ................ I ................... I ................... I .............. I ............. j ET...... I ......3200 I .................. 1 289 I 0.090 " ................ I ................... I ................... I I I .. IER I 1600 I .................. I .........113 I 0.071 I ............... I ................... .................... ............... .............. j WL..... 3200 1 I 321 1 0.100 I .................. I ................... I I I I WT I 3200 1 275 ................. I ............................ I ................... I ............................ j WRI N.S. 1.................1.........5441. 1 I....................I................... I............. I............. EXISTING I.C.U. I 1.007 I I l....................................................................................................................... ................... I EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I I ....................................................................................................................................................................... I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I I I II II 91 II I_I Projected + project traffic I.C.U. will be less than or equal to 0.90 1_I Projected + project traffic I.C.U. will be greater than 0.90 I_I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project ........................................................................................................................................................................ . Description of system improvement: .... ............ ............... ................... ................ .... .......... .................. ..................... .................... ...I ........... .............. PROJECT FORM II MA4985PM 1 ?\�s SEP-11-02 10:55 AM TRRNSPORTRTION.STUDIES 94= $52 8442 TMnaponatlon Studies, Inc, ie20 E. Garry Avenue City: NEWPORT BEACH suite 11e N•S Direction: MAC ARTHUR BOULEVARD Santa Ana, CA. 92705 E.W Direction: 5AN JOAQUIN HILLS ROAD MAC ARTHUR BOULEVARD Southbound Start Tlme : Right; Thru Factor , 1.0 , 1.0 07:00 AM 145 274 07:16 AM 188 271 07:30 AId 196 351 07:45 AV 288 371 Total 817 1267 08:00 AM 275 421 08:15 AM 248 355 08:30 AM 223 453 08;45 AM 227 425. Total 973 1654 •�• BREAK"' 04:30 PM 101 329 04:45 PM 85 379 Total 186 708 05:00 PM 84 382 05:15 PM 110 410 05:30 PM 110 400 05:45 PM 139 389 Total 443 1581 06:00 PM 87 425 06:15 PM 63 417 Grand Total 2569 6052 Appfch % 23.6 55,6 Total `/o 10.7 25,2 File Name ; h0209010 ' Site Code : OD000916 Start Date : 09/10/20D2 Pape No : 1 Groups Printed- Turning Movements SAN JOAQUIN HILLS ROAD I AC-ARTHUR BOULEVARD BAN JOAQUIN HILLS ROAD 1 Westbound Nanhbouno Eastbound Lett Right' „ Thru 11. Left Right I Thru,i Left' Flight: Thru ' Lett Int. Total 1.0. 1.01 1.Dj, LO 1,D• 1.0 1.0, 1.0, 1.0 1.0 74 88 42 • 0 2 257 39 9 IS 27 972 69, 123 68 11 2 268 21 18 21 31 1081 106 168 92 31 1 310 4 11 39 10 1311 129� 249 98 2•„_ 1 335 17 9 83 20 1602 378 648 3l)0' 6 6 1170 81 47 158 BB 4966 1741 252 101 5; 5 320 13 9 72 38 1685 115 232 108 6. 1 427 15 11 47 46 1611 130 220 64 4. D 384 21 8 30 47 1584 JOD I,., 207 75 3.1 6 377 11 ; 9 41 37 1518 519 913 348 , 16 12 1508 60 37 190 168 6398 119, 122 59 5. 5 414 13 20 95 111 1393 136; 95 51, 101 7 456 17 26 104 179 1545 255 _ 217 110 151 12 670 30 46 199 290 2938 149 108 42 S. 7 460 8, 25 71 166 1607 1771 113 33 7 4 519 5 18 143 216 1756 1771 79 49 3' 6 424 3 5, 17 25 113 129 202 198. 1583 1773 206•_ 7091 121 421 68. 192 4• 191 3 20 486, 1889 21 85 456 782 6618 193 83 54 31 6 382 12 16 79 185 1525 203 102 45 3 2 419 5 14 77 194 1644 2257: 2382 1049 64: 58 S23S 209 245 1159 1707 239B9 20.7: 68.2 30.0 1.31 0.9 95.9 3.2 7.9 37.3 54.9 914 9.9 4.4 0.3 ' 0.2 26.0 0.9 1.0 4.8 7.1 ?mp SEP-11-02 10:55 RM TRRNSPORTRTION.STUDIES 949 852 8441 Transportation Studies, fne. 1820 S, Garry Avenue Suite 118 Santa Ana, CA. 92705 File Name : h0209010 Site Code : 00000916 Start Dote : 09/1012002 Page No : 2 MAC ARTHUR BOULEVARD SAN JOAQUIN HILLS ROAD 1 MAC ARTHUR BOULEVARD SAN JOAQUIN HILLS ROAD Southbound Westbound Northbound Eaalbound RI9h Left App' Ftigfi , Thru ; Left • App. Bh ! I R! , Thru ! Lett RI h B Thru Lett App. Total Int. Total Start Time Thru I: Total , t , • Total , t , Total t Peak Hour From 07:00 AM to 08:4S AM • Peak 1 of 1 Intersechn 07:45 AM Volume 103 1600 548 31B2i 953 371 17 1341 7 145 66 1539 37 232 151 420 6482 Percent 32.5 50.3 17.2 71.1 27.7 1.3 0.5 95.3 4,3 8.8 55.2 36.0 08:00 '275 421 174 870 262 101 .6 358i 5 320 13 338 9 72 38 119 1685 Volume ! 0.962 Peak Factor High Int, 08:00 AM 08:00 AM 08:15 AM 08:00 AM 9 72 36 119, Volume 275 421 174 870' 252 101 5 358 1 427 15 443 • Peak 0.914, 0,936 0.869 0.882 Factor y 673ZI :2ST0 3182 -1634:1DOD! 54B: RlphlThruLeft I , i With —°fie, / B/iID027:45!00AM S D110102 8:30:00 AM i :TurningMovementa ! � w� Left Thru Rlpht Be i 1488. • 71 ' 1654 ; 1539• ; 3193: Total MAC ARTHUOut R 0 VARD ' SEP-11-02 10:5S AM TRANSPORTFIT2ON.STUDIES 949 892 W441 Traneportsilon Studies, Inc. 1820 E, Marry Avenue Sults 11a pile Name : h0209010 Banta Arta, CA.92705 Slle Cods :DDDDD916 ' Start Dale : 09/1012002 Page No : 3 MAC ARTHUR BOULEVARD i SAN JOAQUIN HILLS ROAD '! MAC ARTHUR BOULEVARD SAN JOAQUIN HILLS ROAD Southbound I Westbound Northbound Eulbound Start Time Righ Thru Left App. • Righ � Thru , Lett App' I Rlgh i Thru ! Lelt App. Righ Thru Lett App. Int. Total Total t Total , t , Total,;, t Total t ' Peak Hour From 04:30 PM to 06:15 PM • Peek 1 of 1 Intersectrn 05:19 PM Volume 446 753 2823 396 204 17 617i 19 181 25 1855 76 464 801 1341 6636 ' Percent 15.8 57.5 26,7 64.2 33.1 2.8 ! 1.0 97.6 1.3 5.7 34.6 59.7 05:45 139 389 206 734 121 68 4 193 3 48S 6 494 25 129 198 352 1773 Volume Peak i 0.936 ' Factor ! High Int, 05:45 PM 05:45 PM 05:16 PM 05;15 PM Volume 139 399 206 734' 121 68 4 193. 4 519 5 528 18 143 216 377Peak 0.962 0.799 0.878 01889 ' Factor M0 I In otal ;2821, :SQ31,j AB•124 7531 I P10 Thril Len Al. ► I ~� I B North ' • 1eF ► 07 0/roD78i00 oo PM 1 '�S l1 11rumingMevementa i 1: 4 ► Lift Ttiru Right 2511811*1 19 L1717, 1855• -35721 I DUI' • "Id" —l"561 ' MAC ARTHUR BOULEVARD e AAVAAecl( 0�w"O+ +tar' Plow Cov+se1rv4iot,, C'IJ (l20103 ?01� ' City : NEWPORT BEACH tN/S Direction : NACARTHUR BOULEVARD E/W Direction : SAN MIGUEL DRIVE Client : CITY OF NEWPORT BEACH Transportation Studies, Inc. 1820 E. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS 5l� Study Name: H0110152 Site Code : 00000975 Start Date: 10/25/01 Page : 1 Start Time MACARTHUR Southbound Eight BOULEVARD Thru Left SAN MIGUEL Westbound Right DRIVE Thru- Left MACARTHUR Northbound Right BOULEVARD _TLM___I& SAN MIGUEL Eastbound Right DRIVE Thru Left Intrvl. Total — 10/25/01 07:00 93 180 0 1 19 18 18 197 7 6 17 20 576 07:15 112 173 0 1 37 30 41 291 16 6 17 23 747 07:30 140 180 1 2 33 32 32 376 26 3 18 1s 861 7, Hour 159 504 166 699 3 4 3 7 59 148 57 137 7 161 1218 77 23 75 86 3139 08:00 198 197 0 3 77 60 66 281 27 17 26 50 1002 08:15 183 215 1 4 63 58 52 285 • 28 21 21 47 978 889 OB:30 177 173 0 5 66 52 50 268 21 13 28 36 7 Hour 714 761 1 18 284 225, 216 1136 119 63 106 119 3822 [BREAK] 16:30 115 198 ----------------------- 10 58 40 --------- 45 182 12 — ....... 33 88 193 974 2 4 1 4 7 2 1 1 Hour 237 447 4 23 112 87 its 394 37 61 196 369 2112 17:00 129 314 0 7 39 49 78 212 28 29 81 216 1182 17:15 133 324 3 8 57 43 88 258 32 35 95 221 1297 17:30 126 319 1 5 42 52 73 227 25 26 101 204 1201 1 Hour 528 1283 8 30 199 192 322 936 114 126 384 873 4995 18:00 152 341 2 7 62 44 86 261 36 38 94 219 1342 18:15 123 296 5 11 51 52 73 247 29 34 91 183 1195 Total 2258 3827 24 96 856 737 1003 4192 412 345 946 1909 16605 t Apr. 36.9 62.6 0.3 5.6 50.6 43.6 17.8 74.7 7.3 10.7 29.5 59.6 t Iot. 13.5 23.0 0.1 0.5 5.1 4.4 6.0 25.2 2.4 2.0 5.6 11.4 City : NEWPORT BEACH N/S Direction : MACARTHUR BOULEVARD SIN Direction : SAN MIGUEL DRIVE Client : CITY OF NEWPORT BEACH KnrARTHUR BOULEVARD Southbound Start I Peak Hour Analysis By Entire Time 07:45 930 Vol. 717 454. Pct. 48.7 51.0 Total 1472 High 08:15 Vol. 183 215 Total 399 PHF 0.922 Transportation Studies, Inc. 1820 E. Garry Avenue suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS SAN MIGUEL DRIVE MACARTHOR BOULEVARD Westbound Northbouod Intersection for the Period 07:45 4 15 265 227 0.2 2.9 52.2 44.7 507 08:00 1 3 77 60 140 0.905 Q3b 51 Study Name:/0110152 Site Code : 00000975 Start Date: 10125/01 ' Page :2 Intrnl. 01:00 on 10/25/01 to 08:45 on 10125/01 ' 07:45 1'5++o c 07:45 238 4188- 104 59 98 158 15.5 77.6 6.7 18.7 31.1 50.1 ' 1530 315 07:45 08:00 70 354 28 17 26 50 452 93 0.846 0.846 MIGUEL DRIVE ACARTHUR BOULEVAR 7 7?t 4II.•1361 2833 SAN MIGUEL DRIVE 15 1986 <-- 18/25/01 e7:as�u, Be: <— 265 158 1491 3924 847 227 98 � -7 -> 342 59 7l, SAN MIGUEL DRIV N 2567 1837 tt ACARTHPlR B83 OULEUAR 13-7ou OQV.,Ar-Q P'e FlDw ?1?-D 71 ' City : NEWPORT BEACH NHS Direction : MACARTHDR BOULEVARD EIW Direction : SAN MIGUEL DRIVE Client : CITY OF NEWPORT BEACH ' MACARTHDR BOULEVARD southbound Transportation Studies, Inc. 1820 E. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS MIGUEL DRIVE IMACARTHUR BOULEVARD Study Name: E0110152 Site Code : 00000975 Start Date: 10/25/01 Page : 3 SAN MIGUEL DRIVE Eastbound Intrvl. Start Peak Hour Analysis By Entire Intersection for the Period: 16:30 on 10/25 Time 17:15 17;15 11:15 Vol. 551 1310 10 30 222 187 330 985 Pet. 29.4 70.0 0.5 6.8 50.5 42.5 22.9 1437 68.5 Total 1871 439 High 18:00 17:45 18:00 Vol. 152 341 2 10 61 48 86 261 1 Total 495 119 383 PHF 0.944 0.922 0.937 01 to 11 122 8.4 36 :15 on 10125101 17:15 135 397 876 9.5 28.1 62.2 1408 17:45 36 107 232 375 0.938 ACARTNHR BOHLEUAR 1318 1891 5.5I1 18.- 3762 SAN MIGHEL DRIVE 30 895 85:15P5M 06:00pn 222 876 2303 5155 1176 187 397 � 737 135 �. SAN MIGUEL DRIU N 3869 1632 985 122 331 pCARTHIIR BOIILEUAR 'mil 121 SEP-11-02 10:54 AM TRANSPORTRTION.STUDIES Transportation Studies, Inc. 949 852 8441 P.II S-4 ry City: NEWPORT BEACH 1820 site 116venue N•S Direction: MAC ARTHUR BOULEVARD Santa Ana, CA. 22705 E•W Direction: PACIFIC COAST HIGHWAY Start Time Factor 07:00 AM 07:15 AM 07:30 AM 07:45 AM Total 08:00 AM OB:15 AM OB:30 AM 08:45 AM Total «k BREAK "t Groups Printed. Turning Movements MAC ARTHUR BOULEVARD FADIFIC COAST HIGHWAY Southbound I Westbound Right , Thru i Left j Rllrbt, Thry l' Left , 1.0; 1.0. 1.6' 1;0,1, 40 0 87, 121 24Z 0 36 0 86! 186 253 0 41 0 95 235 187 0 74 D 104, 194 282 0 191 0 372 738 964 0' 91 0 list 228 268 0: 75 0 128' 232 327 0' 69 0 136, 250 326 0; 59 0 lost 221 313 0 ; 294 0 488 931 1234 0 File Name : h0209011 Site Code : 000DO978 Start Date : 09/1012002 Page No :1 ' PACIFIC COAST HIGHWAY Butbound Right, Thru Left, Int. Total 0: 1.0 1.0 0 143 52* 6B5 0 163 96 922 0 171 124 853 0 248 186, 1088 ' 0 725 456 344& 0 0 221 151 22D 155 1077 1137 ' 0 187 123 1091 0 218 104, 1021 0 946 533 4326 04:30 PM 66 0 176 ! ISO 289 0' 0 325 112 1128 04:45 PM 79 0 145' IDS 359 0' 0 365 124 1178 Total 145 0 321 : 266 648 0 0 690 236 23D6 05:00 PM 132 0 1621 159 380 0' 0 316 133 1282 05:15 PM 129 0 140 163 397 0 0 330 108 1267 05:30 PM 140 0 249: 159 34D 0 0 330 123 1341 05:45 PM 15B 0 232 167 342 0; 0 383 155, 1437 Total 559 0 783 648 1459 0 0 1359 519 5327 06:00 PM 131 0 190 142 333 0 0 284 104 1184 06:15 PM 134 0 170 , : 1119 346 0 0 322 197. 1248 Grand Total 1454 0 2324. 2844 4984 0 0 4226 2007 17839 Apprch % 3B.5 0.0 61.5 36.3 63.7 0.0 0.0 67.8 32.2 Total S, 8.2 0.0 13.0 15.9 27.9 0.0' 0.0 23.7 11.3 SEP-11-02 10:54 AM TRRNSPORTRTION.STUDIES 949 852 B441 P.12 52. Transportation Studies, Inc. 1820 E. Garry Avenue Suite 11 a Santa Ana, CA. 92705 File Name : h0209011 Site Code : DOD00978 Start Date : 09/1012002 Pape No : 2 ' MAC ARTRUR BOULEVARD PACIFIC COAST FiIGRWAY i ' PACIFIC COAST HIGHWAY Southbound Wasibound 6astboun0 Start Time Right r. Thru Lett' T psi Right I Thru Left: To al , Right Thru Left Totat Total Peak Hour From 07:00 AM to 08:45 AM • Peak 1 of 1 Intersection Volume 07:45 AM 3D9 0 486 795 904 1203 0 2107 0 876 615 1491 4393 Percent 38.9 0.0 61.1 42.9 57.1 0.0 0.0 58.8 41.2 08:15 Volume 75 0 128 203 232 327 0 559 0 22D 155 375 1137 Peak Factor 0.966 High Int. 08:00 AM 08:30 AM 07:45 AM Volume 91 0 118 209 250 326 0 576' 0 248 186 434 Peak Factor 0.951 0,914 0.859 1516' • p5: '29'14 Lddo4e5 o'hs:1Left.. I 4: I� I � NorthNC 9 =�� 0=77:46:00 AM „iSE �j 9110102 5:30:00 AM EII .TuminpMovements X 123 - SEP-11-02 10:54 AM TRANSPORTATION.STUDIES 949 852 $441 Transportation Studies, Inc. 1820 E, Garry Avenue Suite 11e File Name : h0209011 Santa Ana, CA, 22706 Site Code :00000978 Start Date : 09/10/2002 Pape No : 3 MAC ARTHUR BOULEVARD PACIFIC COAST HIGHWAY PACIFIC COAST HIGHWAY Southbotlnd Wulbound Eutbound Start Time Right Thru Left; Tote, Right Thru Left; Total , Right Thru Left Total Total Peak Hour From 04:30 PM to 06:15 PM - reek 1 of Y Intersection Volume 05:00 PM 559 0 783 1342 648 1459 0 2107 0 1359 519 1879 5327 Percent 41.7 010 58.3 30.8 69.2 0.0 0.0 72.4 27.6 05:45 Volume 158 0 232 390 167 342 0 509 0 383 155 538 1437 Peek Factor 0.927 High Int. 05:45 PM 05:15 PM 05:45 PM Volume 158 0 232 390 163 397 0 560 0 383 155 538 Peak Factor 0.860 0.941 0.873 Out In Taial !1157; !13421 125091 t o Left i t Right 4 1 I ~ I w w _ North . L'' 21101026A0:00PM es �� a a110102 5:45:00 PM i 1 � o, ITumingMovements I a� w NaI ?,tvA it 53 N-S STREET: 414-73-M&ft R& gsyi,RCa., cw&�rn Dr, E-W STREET: r,1eti+l,bou�cL SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS DATE: 05/09/02 CITY: IRVINE DAY:THURSDAY PROJECT#06360240A {..bound f�MFbcv.++d- Wcatb�wnf� NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 1 1 1 1 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7.00 AM 81 12 80 6 31 82 292 7:15 AM 96 19 89 9 39 107 359 7:30 AM 107 21 97 16 42 140 423 7.45 AM 125 23 107 14 51 163 483 6:00 AM 114 29 119 9 57 189 517 8:15 AM 108 32 93 11 49 161 454 8:30 AM 127 1 84 10 46 153 421 8'45 AM 113 19 74 9 37 142 394 9:00 AM 9.15 AM 9:30 AM 9'45 AM 10'00 AM 10:15 AM 10:30 AM 10,45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL NT NR St. ST SR EL ET ER WL WT WR TOTAL VOLUMES = 871 0 156 0 0 0 0 743 84 352 1137 0 3343 AM Peak Hr Begins at 730 AM PEAK VOLUMES= 454 0 105 0 0 0 0 416 50 199 653 0 1877 ADDITIONS: SIGNALIZED ,? 12.5 -SR--I'3 N{3 �amp5 N-SSTREET: _,.RAM&RAMPS SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS DATE: 05/09/02 CITY: IRVINE E-W STREET: -BeIln7rCPftYtl44D. DAY: THURSDAY PROJECT406360240P NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR St. ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 1 1 1 1 1:00 PM 1:15 PM 1:30 PM 1 45 PM 2:00 PM 2:15 PM 2.30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3.45 PM 4:00 PM 24 4 116 12 24 122 302 4:15 PM 30 5 127 10 21 129 322 4:30 PM 26 4 114 8 21 171 344 !� 4:45 PM 31 7 143 7 17 141 346 5.00 PM 5'15 PM 24 33 5 8 162 146 15 10 9 19 121 160 336 376 5.30 PM 31 5 127 5 18 155 341 5.45 PM 19 7 132 8 19 162 347 6:00 PM 14 6 134 6 9 131 300 6.15 PM 11 8 125 3 11 137 295 6:30 PM 6:45 PM !, TOTAL NL NT NR St. ST SR EL ET ER WL WT WR TOTAL VOLUMES= 243 0 59 0 0 0 0 1326 84 168 1429 0 3309 PM Peak Hr Begins at -s30 PM PEAK VOLUMES = 114 0 24 0 0 0 565 40 66 593 0 1402 ADDITIONS: SIGNALIZED -?I 2-to 11 �y 59-13 SB 90--py N-S STREET: .&R'f35S RAMPS E-W STREET: -Beff F 17710r1"RD. SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS DATE: 05109/02 DAY. THURSDAY tbnl"aC 1qwHIL4w A PROJECT# 06360241A NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 2 1 1 2 1 2 3 6:00 AM 6:16 AM 6:30 AM 6:45 AM 7:00 AM 4 17 0 70 17 6 161 275 7:15 AM 6 21 0 81 26 7 201 342 7:30 AM 7 28 0 94 32 7 241 409 7:45 AM 11 18 0 106 29 13 289 466 8:00 AM 6 19 0 94 35 16 301 471 8:15 AM 8 17 0 75 27 10 253 390 8:30 AM 3 11 0 83 21 10 258 386 8:45 AM 4 2 0 78 19 9 246 358 9:00 AM 9.15 AM 930AM 9'45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM ER WL WT WR TOTAL TOTAL NL NT NR SL ST SR EL ET VOLUMES = 49 0 133 0 0 0 0 681 205 78 1950 0 3097 AM Peak Hr Begins at 730 AM PEAK VOLUMES = 32 0 82 0 0 0 0 369 123 46 1084 0 1736 ADDITIONS: SIGNALIZED EL= U-TURNS ONLY F121 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N•S STREET: rSR4zta&RAMPS DATE: 05109/02 CITY: IRVINE . /.Aan Lr4- Ca -edh n E-W STREET: —aeNff*eAWe"D. DAY: THURSDAY PROJECTA 06360241 P Not2 0( SA, hhow.,d y _ .-, Q.dlzr ,cl A)4s bm "L " 1 , NORTH -O"OND BOUND WESTBOU NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 2 1 1 2 1 2 3 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM - 3.30 PM 3:45 PM 4"00 PM 10 10 0 97 44 "0 138 309 4:15 PM 9 12 0 110 56 13 135 335 4:30 PM 12 11 1 123 59 14 148 368 445PM 13 14 0 119 66 11 150 373 5.00PM 12 19 0 136 68 10 168 4'3 5 15 PM 10 24 0 124 118 12 178 466 5:30 PM 15 30 1 135 99 16 165 461 5:45 PM 21 26 0 127 87 78 148 427 6:00 PM 17 20 0 130 91 20 157 435 6.15 PM 12 17 0 118 76 16 149 388 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER VYt WT WR TOTAL VOLUMES = 131 0 183 0 0 0 2 1219 764 140 1536 0 3975 PM Peak Hr Begins at 515 PM PEAK VOLUMES = 63 0 100 0 0 0 1 516 395 Eo 648 0 1789 ADDITIONS: SIGNALIZED EL= U-TURNS ONLY Transportation Studies, Inc. City : NEWPORT BEACH 1820 B. Garry Avenue MSS Direction : SPYGLASS HILL ROAD Suite 116 HAW Direction : SAN MIGUEL ROAD Santa Ana, CA, 92705 Client : CITY OF NEWPORT BEACH TURNING MOVEMENTS SPYGLASS HILL ROAD SAN NIGUEL ROAD SPYGLASS HILL ROAD SAN NIGDBL ROAD N thb and Eastbound Study Name: H0110157 Site Code : 00001944 Start Date: 10/25/01 page : 1 Soutbbound Nestbound or o Intrnl. Start Right Righ Total --lin— 10/25/01 2 1 16 12 21 2 4 3 31 12 106 07:00 2 0 4 4 29 23 28 4 4 2 31 4 135 07:15 2 0 9 5 28 22 57 4 2 8 42 13 196 01:3D 2 4 7 24 13 129 89 158 23 26 18 136 34 611 Hour 14 08:00 12 18 15 12 82 32 45 16 4 7 1 4 13 56 83 20 14 319 290 08:15 13 6 5 6 66 34 45 39 8 10 8 9 226 08:30 5 6 6 4 60 �5 4� 41 31 31 24 262 103 190 29 24 28 243 56 1062 Hour [BREAK] 9 9 56 38 53 .......*9 4 9 . ----------------- 10 64 11 ------- 72 224 16:30 5 4 1 8 14 12 113 66 82 12 17 22 117 23 49 Hour 10 6 6 5 9 60 28 44 6 6 11 84 20 285 17:D0 4 6 77 31 39 2 8 7 113 18 319 17:15 17:30 10 10 4 11 6 6 66 40 37 7 8 13 14 71 12 283 289 7, 26 19 30 7 273 49 148 153 16 23 45 348 63 1176 Hour 32 ' 18:00 3 6 8 8 53 33 28 4 5 13 9 74 55 21 33 256 243 18:15 8 2 3 8 95 49 879 42 481 21 632 3 87 10 105 135 973 230 3904 Total 108 31.6 80 27.8 99 34.4 6.5 60.4 33.0 76.6 10.5 12.7 10.0 72.7 17.1 } Apr. } Int, 2.7 2.0 2.5 2.4 22.5 12.3 16.1 2.2 2.6 3.4 24.9 5.8 ? aq City : NEWPORT BEACH N/S Direction : SPYGLASS HILL ROAD E/W Direction : SAN MIGUEL ROAD Client : CITY OF NEWPORT BEACH Transportation Studies, Inc. 1020 E. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS 7' Study Name: 10110157 t Site Code : 00001944 Start Date: 10/25/01� Page :2 Start Time SPYGLASS HILL ROAD Southbound .. bt Tbru eft SAN MIGUEL ROAD Westbound Right Thn - Left SPYGLASS HILL ROAD Northbound Right T u Left SAN MIGUEL ROAD Eastbound Intrnl. Right Thru Left Total Peak Hour Analysis By Entire Intersection for the Period: 07:00 on 10/25/01 to 08:45 on 10/25/01 Time 07:45 07:45 07:45 07:45 Vol. 38 33 35 25 264 113 181 41 34 30 228 48 Pct. 35.8 31.1 33.0 6.2 65.6 28.1 70.7 16.0 13.2 9.8 74.5 15.6 Total 106 402 256 306 High 08:00 08:00 07:45 08:15 Vol. 12 18 15 12 82 32 52 13 16 13 83 14 Total 45 126 81 110 PEP 0.508 0.797 0.790 0.695 GLASS HILL ROAD 33 114 38 83 4 1 4 T 228 SAN MIGUEL ROAD 25 336 7:45/81 7:45aM a 8:38an 264 48 642 1070 846 113 228 -4� ->r 444 38 Z SAN MIGUEL ROA N 432 ROAD PYGLASS HILL ?130 I 5,5 ICity : NEWPORT BEACH H/S Direction : SPYGLASS HILL ROAD E/W Direction : SAN MIGDEL ROAD Client : CITY OF NEWPORT BEACH SPYGLASS HILL ROAD Southbound Start Peak Hour Analysis By Entire Time 17:00 Vol. 32 26 Pct. 41.5 33.1 Total 17 High 17:30 Vol. 10 11 Total 27 PEP 0.712 r r, i r, r r Transportation Studies, Inc. 1820 E. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS SAN MIGDEL ROAD (SPYGLASS HILL ROAD (SAN NIGUEL ROAD Westbound Northbound Eastbound Intersection for the Period: 16:30 on 10125/01 to 18:15 on 10/25101 17:00 17:00 17:00 19 30 273 148 153 16 23 45 348 24.6 6.6 60.5 32.8 79.6 8.3 11.9 9.8 76.3 451 192 456 17:45 17:00 11:15 6 9 70 49 44 6 6 7 113 128 56 138 0.880 0.857 0.826 ?j 131 Study Name: B0110151 Site Code : 00001944 Start Date: 10/25/01 Page : 3 63 13.8 Intrvl. 1 % TRAFFIC VOLUME ANALI'SIS INTERSECTION: SAN JOAQUIN RILLS ROAD & SAN MIGUEL ROAD 7305 (Existing Traffic Volumes Based on Average Winter/Spring 2001 AM) APPROACH DIRECTION EJOSTING PEAKHOUR VOLUME PEAK HOUR APPROVED PROJECTS REGIONALGROWTH PEAK HOUR VOLUME VOLUME PROJECTED PEAK HOUR VOLUME I% OFPROJECTED PEAK HOUR VOLUME PROJECT PEAK HOUR VOLUME Northbound 308 Southbound 757 Eastbound 1 636 Westbound I 1250 Project Traffic Is estimated to be less than 1% of Projected Peak Hour Traffic Volumes. Project Traffic is estimated to be equal to or greater than 1% of Projected Peak Hour Traffic Volumes. Intersection Capacity UWlzatlon (ICU) Analysis Is required, I % TRAFFIC VOLUME ANAL PSIS INTERSECTION: SAN JOAQUIN MLS ROAD & SAN WGUEL ROAD 7305 (Existing Traffic Volumes Based on Average ff7wer/Spring 1999,PM) APPROACH DIRECTION EXISTING PEAKHOUR VOLUME PEAI:HOUR APPROVED PROJECTS REGIONALGROWTH PEAK HOUR VOLUME VOLUME PROJECTED PEAK HOUR VOLUME 105 OF PROJECTED PEAKHOUR VOLUME PROJECT PEAK HOUR VOLUME Northbound 704 Southbound 492 Eastbound 1 J074 Westbound 1 640 Project Traffic is estimated to be less than 1% of Projected Peak Hour Traffic Volumes. Project Traffic Is estimated to be equal to or greater than 1% of Projected Peak Hour Traffic Volumes. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: �v r 11 ,1 11 I DATE: n SJ730SAM INTERSECTION CAPACITY UTILIZATION ANALYSIS q[/FO RN INTERSECTION: SAN JOAQUIN HILLS ROAD & SAN MIGUEL ROAD 7305 WINTER/SPRING 2001 AM EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL -I COMMITTED I PROJECTED I PROJECT I PROJECT I Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C I Ratio I Capacity I Capacity I Volume I Ratio I Volume I Volume i w/o Project I I I I I I I I I Volume I I I --NL-- 1600 I I IO* --+-1 0.003 I �NT —� I I I 236 I I I 3200 - - - } 0.095 I NR I I 68 — --, - — - - - ----- I �— SL � _.._. 1600 I--.—..� i_ s6 I 0.041 I I I I I I I } 0.216 •---'-'--. _ y } } I --- } 3200 ---__.�.. * i SR EL I 3200 0.074 I I I I ET }" 4800 • •-•^•--'---- - ••-- } 0.083 _—..__.—_ ....___._.__— } ----•"'—' } i � I ER I I 12 i i i I _ 1 --' 0.166 266 160D WL i .._— +- I I_ . — — -- -- --- WT I I g9o-9w I ^ I ' �.— - } 0.205 4800 —.._.— I ---_ } — - . 1 39 I I W R i t i EXISTING I.C.U__.—_I 0.497 _ _—._•-_—__ ...__._� i I I •- EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. ✓ I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I_I Projected + project traffic I.C.U. will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. will be greater than 0.90 I_I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 LI Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: ^ FORM II PROJECT SJ7305AM C 1eI t�ze,o3 SJ7305PM SC7 ' INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: SAN JOAQUIN HILLS ROAD & SAN MIGUEL ROAD 7305 '— EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTERISPRING 2001 PM I I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I Movement I Lanes I Lanes I PK HR I VIC I GROWTH I PROJECT I V/C Ratio I Volume VIC I I I Capacity I Capacity I Volume I Ratio I Volume I Volume I wlo Project I Ratio I I I I I I I I I Volume NI- ( 16001 I 51 0.003 1 I I I I I NT i I 483 1 I I I } 3200 } 0,218 NR i I 216 I I I I I SL ( 1600 1 I 125 1 0.078 • I I I I I i ST I I 234 i ) 3200 - - } 0.115 1-- } } 1 SR I I 133 I EL I 3200 I 430 I 1 0.134 I ( I I I ET I I 635 I I I I } - - ) 0.134 j4800 ER I I 9 I I I I WL 1 1600 ( I 175 1 0.109 I I I I I WT I I 403 I I I I ) 4800 - ) 0.097 WR I I 62 I I I EXISTING I.C.U. I 0.540 I 1 EXISTING + REG GROWTH + COMMITTED WIPROPOSED IMPROVEMENTS hC.U. I I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I I I LI Projected + project traffic I.C.U. will be less than or equal to 0.90 (J Projected + project traffic I.C.U. will be greater than 0.90 IJ Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 IJ Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: PROJECT SJ7305PM FORM II r e-?\3`A I CH 6SS5 AM 51 I INTERSECTION CAPACITY UTILIZATION ANALYSIS 1 INTERSECTION: COAST HIGHWAY & GOLDENROD 6355 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DA Y TRAFFIC WINTER/SPRING -- EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I VIC Ratio I Project Volume I I I I I Capacity I Capacity I Volume I Ratio j Volume I Volume I I w/o I Volume I I I I I I I 112 I I I NL I — } } NT 1600 I I 0 0.085 I II NRy} I I 24} I SL I I 61 I I } } W } I ST 1600 1 I 0} 0.076 —} ____---- } I SR I I so I I 1 I EL I— 1600 1 I 30 I 0.019 I _y_` • I •_-� ET 1003 _ 0.327 3200 •-------- - — } ER 43 I I WL I 1600 I I 42 I 0.026 I I I I I WT I I 2633 I I WR I I 13 I I EXISTING I.C.U. I 0.931 — EXISTING +REGGROWTH + COMMITTED W/PROPOSEDIMPROVEMENTS I.C.U. ' I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. 1_I Projected + project traffic I.C.U. Wil be less than or equal to 0.90 IJ Projected + project traffic I.C.U. WWI be greater than 0.90 I_I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 1_I Projected + project traffic I.C.U. Wth project improvements will be less than I.C.U. without project Description of system improvement• PROJECT CH6355AM i 2001 AM PROJECT V/C Ratio FORM II 'P135 C H (o955 PM I INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: COAST HIGHWAY 6 r nt nEM$QQ91lL 6355 20D7 PM EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECTI Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C i Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I i Ratio I I I I I I I i Volume I I I I Nl. I I 84 I I I I 1 I } NT 1600 I I 0} 0.066 I I } } NR I I 21 St. I i 36 I I I ) ST 1600 I I 0) D.039 I I I } } SR I I 27 I I EL I_ 1600 I I 33 I 0.021 ET 1869 I I } 3200I ) 0.601 ER I I 53 I I WL I 1600 I I 22 I 0.014 I I I I WT I I 1658 I I I I 3200 • ) 0.522 - ---- • ) } I WR } i I 13 I I I I EXISTING I.C.U. I 0.681 I EXISTING +REGGROWTH + COMMITTED W/PROPOSED'IMPROVEMENTSI.C.U. I I EXIST�: IG + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. IJ Projected + project traffic I.C.U. will be less than or equal to 0.90 ID Projected + project traffic I.C.U. will be greater than 0.90 LLI Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0,90 I_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: PROJECT FORM II CH6355PM IJ I I �t3�o I w I 1 1� I 11 I I I LJ I rl I 1 I 1 % TRAFFIC VOLUMEANALYSIS INTERSECTION: SAN JOAQUIN HILLS RD. & MARGUERITE AVE. 7315 (Existing Trajfrc Volumes Based on Average Summer 2002 AM) APPROACH DIRECTION EXISTING PEAKHOUR VOLUME PEAKHOUR APPROVED PROJECT REGIONALGROWTH PEAK HOUR VOLUME VOLUME PROJECTED PEAK HOUR VOLUME I%OF PROJECTED PEAK HOUR VOLUME PROJECT PEAK HOUR VOLUME Northbound 361 Southbound 123 Eastbound 407 Westbound 763 Project Traffic is estimated to be less than 1% of Projected Peak Hour Traffic Volumes. Project Traffic is estimated to be equal to or greater than 1% of Projected Peak Hour Traffic Volumes. Intersection Capacity Utilization (ICU) Analysis is required. 1 % TRAFFIC VOLUME ANALYSIS' INTERSECTION: SAN JOAQUIN HILLS RD. & MARGUERITE AVE. 7315 (Existing Traffic Volumes Based on Average Sumner 2002 PM) APPROACH DIRECTION EXISTING PEAK HOUR VOLUME PEAK HOUR APPROVED PROJECT REGIONAL GROWTH PEAK HOUR VOLUME VOLUME PROJECTED PEAK HOUR VOLUME I%OF PROJECTED PEAK HOUR VOLUME PROJECT PEAK HOUR VOLUME Northbound 283 Southbome! 165 Eastbound 941 Westbound 473 C� Project Traffic Is estimated to be less than 1 % of Projected Peak Hour Traffic Volumes. Project Traffic is estimated to be equal to or greater than 1 % of Projected Peak Hour Traffic Volumes. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: DATE: 1 ?,3, SJ7315AM INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: SAN JOAQUIN HILLS RD. & MARL RI'f VF 7315 EXISTING TRAFFIC VOLUMES'BASED ON AVERAGE DAILY TRAFFIC SUMMER 2002 AM . ... ................. I ................ . I EXISTING I ..... I ............. ....................................................................................................................... PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I j Movement I Lanes I Lanes I PK HR i V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C I I I Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I I I I I I I I I Volume I I I 1...................................................................................... NL 1 24001 1 2961 ` 0.123 . .................. ....... ..................................................................... I .................. .............. ........ I I I I ........ ..,.......,................. ....... .....,..... j 1................. 1 NT ................ . 1 800 I ................... ............... I.. ............... 46 I 0.056 !......................................... . I I I I NR I 1600 1 ................... ................ I 19 I 0.012 .................. I I ........................................... I................... . . I SL 1 16001 1 511 0.032 1 . 1 .................. ......... ............ I 1 1 1 I ..................... ................................. i ST 1 1600..................................... ......... 1 41 } ..... 1 0.046 + 1 ........................................ 1 I } ........... } I SR I I 33 1 I ................. . .................... ................. EL 1 1600 1 .. 1 21 1 0.013 1 I 1 1 1 I ..................................................................................................................................................................................... 1 ET I 3200 I 26E 1' ...082 ......................................... .1 . .... ER I 16001 ........... I ...... . . 1 1241 0.078 1 ................. I ..................... I I ................ I ... ................ WL 1 1600 1 .............................. 1 23 1 0.014 1 . ................. 1 .................... ....... I .......... .. ................... 1. 1 1 ..................... ................. WT ................. ................ . 1 } 4800..................................... ........... ........................ ................ 1 676 } 1 0.154 ' 1 ........................................ 1 1 } ................ } I WR I I 64 ... j.................................................................................. . I EXISTING I.C.U. 1 0.406 1 ............................................................................................................................... ...... I EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I ............................................................................................................................... ....... EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I ... —...............................................................................I .......................... . Split Phase N/S Direction I_I Projected + project traffic I.C.U. will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. will be greater than 0.90 1_i Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project ............................................................................................................ . Description of system improvement: ... ................. ................ .................... ................. ................ ...I., .......... ... . PROJECT SJ7315AM FORM II SJ7315PM 6-1 ' ��- U T INTERSECTION CAPACITY UTILIZATION ANALYSIS cy^ <��r• INTERSECTION: SAN JOAQUIN HILLS RD. & MARGUERITE AVE 7315 2002 PM EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC SUMMER ........................................................................................ I I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C I I Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I I I I I I I I Volume I I ................ .......... NL I 2400I ... .................................................................................................. I ...076 ............... I...................I................................... . NT I 8001 ..........................182I 1 571 0.071 1 1 1 1 1 ....................................................................................................................................................................... NR I 1600I . ...028 ............... I...................I................... I.............. I............. 1 SL 1 16001 ............................44I 1 681 0.043 1 1 I ..................................................................... I I ................................................... I ............................................... 52 I ! 11 ................ } 1600 .................................... 0.061 .................................... } .............. } SR 1 1 45 1 1 1 ....................................................................................................................................................................... ELI 1600I ...030 I ....................................................... I.............. I.. ET 1 32001 .................I...........48I 1 5471 0.171 1 I I I I I ER I 1600I I346I 0.216 . I ................... .................... I.............. I. WL1 1600 I ......................................... I 1 0.043 I ............... I ................... I ................... .............. I WT 1 ............ . ...........69 1 385 1 1 1 I................ } 4800................................... } 0.084 *.................................... } ............... } WR I I 19 1 .................................................................................................................................. I I EXISTING I.C.U. I 0.437 I .................................................................................................................... ................... I EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I ........................................................................................................................................... . 'I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I ................................................................................. Split Phase N/S Direction 1_I Projected + project traffic I.C.U. will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. will be greater than 0.90 1_I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: ................... 'PROJECT SJ7315PM FORM II CH6615 INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: COAST HIGHWAY & MARGUERITE 6615 EXISTING TRAFFIC VOLUMES BASED ON AVERAG DAILY TRAFFIC WINTER/SPRING 2001 AM I I EXISTING I PROPOSED I EXISTING I EXISTING 1 REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I Movement I Lanes I Lanes I PK HR I V/C i GROWTH I PROJECT I V/C Ratio I Volume I WC I Capacity i Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I I I I I i I Volume I I I NL I 1600 I I 118 I 0.074 NT I I 103 } 1600 - - } 0.094 I I I NR i I 48 i i I I SL I 1600 I I 58 I 0.036 I I I I I I ST 54 I I I I I Y } 1600 - } 0.095 SR i I 98 I EL I 1600 I I 87 I 0.054 I I I I 1 ET I 3200 I i 1114 I 0.348 1 I I I I ER I 1600 I I 57 I 0.036 WL I 1600 I I 29 i 0.018 j— WT — I I 1923 I I I I I I ------ } 3200 - - --- — } 0,605 } } I WR I I 14 I I I I I EXISTING I.C.U. I 0.828 I EXISTING +REGGROWTH + COMMITTED W/PROPOSEDIMPROVEMENTS I.C.U. 1 I - EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. 1 I _I Projected + project traffic I.C.U. will be less than or equal to 0.90 I _I Projected + project traffic I.C.U. will be greater than 0.90 I J Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I _I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. vAlhoul project Description of system improvement: PROJECT CH6615AM FORM 11 I I 1 1 11 ?\LAO I rCH6615 INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: COAST HIGHWAY & MARGUERITE AVENUE 6615 '— 2001 PM EXISTING TRAFFIC VOLUMES BASED ON AVERAG WINTER/SPRING A 1 - -" I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I Movement I Lanes I Lanes I PK HR f V/C I GROWTH I PROJECT I V/C Ratio I Volume 1 V/C I I Capacity I Capacity I Volume I Ratio 1 Volume I Volume I w/o Project I I Ratio I I Volume — I _ NL 1 1600 1 I 152 I 0.095 _NT—" I 87 I I 1 I I I 1600 - - } 0.082 NR I I 44 SL I 1600 I I 93 1 0.058 1 ST 1 I 119 1 I I I I I ------- } 1600 - - } 0.121 SR I I 75 I I I I I EL 1 1600 I— 1 101 I 0.063 1 I I I J I y J ET I 3200 1 -- - 1 1788 I 0.559 ER 1' 1600 1 I 87 I 0.054 WL 1 1600 1 I 76 I 0.048 WT I I 1419 1 I I I I I I _ } 3200 - — ---- - } 0.453 - - } } I WR I I 31 1 I I I I EXISTING I.C.U.y - I 0.823 I 1r� I EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I _I Projected + project traffic I.C.U. will be less than or equal to 0.90 I _I Projected + project traffic I.C.U. will be greater than 0.90 I _I Projected + project traffic I.C.U, wlsystems improvement will be less than or equal to 0.90 I -1 Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project rDescription of system improvement: PROJECT CH6615PM II FORM II Transportation Studies, Inc. City : NEWPORT BEACH 1820 E. Garry Avenue Study Code Site Code : 110155 0000/944 N/S Direction B/N Direction : : SPYGLASS HILLS ROAD SAN JOAQUIN HILLS ROAD suite 116 Santa Ana, CA. 92705 Start Date: 10/31/01 10/31/O3 .' Client : CITY OF NEWPORT BEACH Page : 1 TQRNING NOYENBNTS StartIlIg SPYGLASS HILL ROAD Southbound Right Thru Lett SAN JOAQUIN HILLS ROAD westbound Right Thru Left SPYGLASS HILL ROAD Northbound RightThruLettgigbtThru10/31/01 SAN JOAQUIN HILLS ROAD Eastbound Intrvl. - 2 78 10 186 07:00 16 0 3 7 10 0 0 0 0 77 11 248 07:15 20 0 8 12 111 0 1 0 6 1 93 11 295 07:30 30 0 9 6 135 3 0 2 4 2 Hour 107 0 30 38 497 3 3 3 21 10 343 56 1111 08:00 54 0 15 16 192 2 3 1 15 6 101 24 111 18 429 424 08:15 50 0 17 11 184 4 7 2 17 3 103 26 418 08:30 46 0 14 20 173 4 7 0 17 8 08445 4 84 1628 Hour 192 0 58 58 721 11 18 3 58 19 406 [BREAK] --••--•---•• ............................ 10 173 37 385 16:30 19 0 7 11 106 0 8 0 14 l6i45 359 90 814 Hour 40 0 13 26 223 2 12 0 27 22 17:00 21 0 8 17 133 0 8 0 10 13 198 47 211 45 455 477 17:15 26 0 14 16 123 1 10 2 13 16 186 31 415 17:30 20 2 8 15 116 0 9 1 13 14 1 151 1146 Hour 85 3 34 61 492 5 33 3 48 55 776 18:00 11 0 6 12 119 2 5 0 10 11 118 25 9 174 24 385 366 18:15 18 0 5 10 116 0 2 0 8 1111 131 6011 Total 459 3 146 205 2168 23 73 9 172 121 60.0 15.4 t Apr. 75.4 0.1 24.0 8.5 90.4 0.9 28.1 3.5 61.1 0.1 2.8 4.5 2.0 36.9 7.1 t Iot. 7.5 2.4 3.3 35.8 0.3 1.2 I w City : NEWPORT BEACH HIS Direction : SPYGLASS HILLS ROAD 'SIN Direction : SAN JOAQUIN HILLS ROAD Client : CITY OF NEWPORT BEACH SPYGLASS HILL ROAD Southbound Start r Peak Hour Analysis By Entire Int Time 07:45 Vol. 191 0 56 Pet. 77.3 0.0 22.6 Total 247 High 08:00 Vol. 54 0 15 Total 69 PEP 0.894 i r r 1 r r Transportation Studies, Inc. 1820 E. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS JOAQUIN HILLS ROAD (SPYGLASS HILL ROAD Study Name:/0110155 Site code : 00001944 Start Date: 10/31/01 Page : 2 SAN JOAQUIN HILLS ROAD Eastbound lIntrvl. rsection for the Period: 07:60 on 10/31/01 to 08:45 on 10/31/01 07:45 07:45 07:45 60 730 10 19 4 60 22 410 91 7.5 91.2 1.2 22.8 4.8 72.2 4.2 78.3 17.3 800' 83 523 08:00 OB:15 08:30 16 192 2 7 2 17 8 103 26 210 26 137 0.952 0.798 0.954 SPYGLASS HILL ROAD 191 155 516- y 402 SAN JOAQUIN HILLS ROAD t— 60 981 10/31/01 07.45au+ O8:3OaK E— 730, 91 1504 1653 1285 10 410 � —9 485 22 I SAN JOAQHIN HILLS ROAD N 115 68 19 32 PYGLASS HILL ROAD O?My3 City : NEWPORT BEACH HIS Direction : SPYGLASS HILLS ROAD E/W Direction : SAN JOAQUIN HILLS ROAD Client : CITY OF NEWPORT BEACH ISPYGLASS BILL ROAD Start Peak Hour Analys Time 16:45 Vol. 88 Pct. 69.8 Total 126 High 17:15 Vol. 26 Total !0 PHF 0.787 Transportation Studies, Inc. 1820 E. Garry Avenue Suite 116 Santa Ana, CA, 92705 TURNING MOVEMENTS JOAQUIN HILLS ROAD (SPYGLASS HILL ROAD By Entire Intersection for the Period: 16:30 on 10/31/01 to 1 16:45 16:45 2 36 63 489 3 31 3 49 1.5 28.5 11.1 88.1 0.5 37.3 3.6 59.0 555 83 17:00 17:15 0 14 17 133 0 10 2 13 150 25 0.925 0.830 UV Study Name: 80310155 , Site Code : 00001944 Start Date: 10/31/01 'Page :3 SAN JOAQDIN HILLS ROAD Eastbound Intrvl. Left 1:15 on 10/31J01 16:45 55 781 176 5.4 77.1 17.3 1012 17:15 16 211 15 212 0.930 PYGLASS ILL ROAD 88 2 36 242 4 1 4 T 368 SAN JOAQUIN HILLS ROAD 626 F' 10/31/81 �- 63 O4:45pn 176 85: 3Op!► 4— 489 -M. 1638 M6 14@3 3 781�� � `` 848 SAN JOAQUIN HILLS ROAD N 143 PYGLASS HILL ROAD ;,333 (Aa fSIaw ,?\L,L` ' ' pA08004M Lok d INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: COAST HIGHWAYBPOPPYAVQ... 6800 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING ' I I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I I I I I I I I volume I NL I I 15 I I I } NT } 1600 I I a} 0.023 I I- } NR } I �J I 14 sL-- - I I 41 I I I } } } gT 1600 - 5 0.031 I I I I SR —} I I 4} I II 1 I� ^EL 1 1600 1 I 3 1 0.002 loss --- ET-- -) 3200 ! ' -- } 0.347 ER y WIL I 1600 I I 14 I 0.009 WT I I 1808 I I I 3200 - - } 0.571 19 --WR } I I EXISTING I.C.U. I 0.604 I EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I _ EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U.— 1_1 Projected + project traffic I.C.U. will be less than or equal to 0.90 I_I Projected + project traffic I.C.U. will be greater than 0.90 1-1 Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: PROJECT CH6800AM 2001 AM PROJECT I V/C I Ratio I FORM II I q t &OOOPM INTERSECTION CAPACITY UTILIZATION ANALYSIS INTERSECTION: COAST HIGHWAY a Form AVt. MW EXISTING TRAFFIC VOLUMES BASED ON AVE'�PTRAFFIC WINTER/SPRING 2001 PM ( EXISTING ( PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT Movement I Lanes ( Lanes ( PK HR I Vic I GROWTH ( PROJECT I V/C Ratio I Volume I VIC I Capacity i Capacity I Volume I Ratio I Volume I Volume I wlo Project I I Ratio I I I I I I I I I Volume I I 1 NL I I 44 } NT 1600 I i 9} 0.068 I I } } } I NR I I 55 St. I I 100 I I I ST 1600 1 I 6 0.076 I I } } } SR� I I 15 i EL I 1600I i 23I 0.014 ET I I 1054 I I I I --------- } 3200 - - -- } 0.526 I ER i 1 29 I I I WL I 1600 I I 26 1 0.016 I I I I WT I I 1435 I I 1 I —} 3200 } 0.453 WR j i 13 EXISTING I.C.U. i 0.618 I I EXISTING +REGGROWTH + COMMITTED W/PROPOSEDIMPROVEMENTS I.C.U. i I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I_I Projected + project traffic I.C.U. will be less than or equal to 0.90 LI Projected + project traffic I.C.U. will be greater than 0.90 I_I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0,91) I_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: PROJECT FORM II CH680OPM J L_J I I [1 I I I F F1 c.a SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: NEWPORT COAST DR. DATE: 05/16/02 CITY: IRVINE E-W STREET: SR-73 NB RAMPS DAY: THURSDAY PROJECT# 06360280A NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL 2 2 2 1.5 0.5 LANES: 6:00 AM 6:15 AM 6:30 AM 6:45 AM 15 11 232 7-00 AM 92 69 45 22 11 273 7:15 AM 114 78 48 36 18 361 7:30 AM 140 95 72 33 12 51 1 7:45 AM 208 162 96 55 18 368 8,00 AM 129 121 61 41 11 325 8 15 AM 124 126 66 37 13 8.30 AM 110 107 58 29 12 279 79 8.45 AM 98 89 51 9:00 AM 9.15 AM 9.30 AM 9:45 AM 1000AM 10.15 AM 10:30 AM 10,45 AM 11:00 AM 11:15 AM 11.30 AM 11:45 AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL 0 0 0 0 268 0 106 2733 VOLUMES = 0 1015 847 0 497 AM Peak Hr Begins at 730 AM PEAK 0 0 0 0 165 0 59 1624 VOLUMES = 0 601 504 0 295 ADDITIONS: SIGNALIZED SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS I N-S STREET: NEWPORT COAST DR. E-W STREET: SR-73 NS RAMPS DATE: 05116102 DAY:THURSDAY CITY: IRVINE PROJECT# 06360280P NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 2 2 2 1.5 0.5 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2-00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 20 3 282 4'00 PM 101 70 88 18 4 285 4:15 PM 100 66 97 20 4 276 4'30 PM 104 60 88 29 13 315 4 45 PM 111 59 103 28 11 311 5100 PM 108 55 109 6 287 5115 PM 110 46 103 22 8 283 5.30 PM 103 51 100 21 7 290 5.45 PM 105 49 104 25 8 267 6'00 PM 96 46 93 24 9 244 6.15 PM 93 37 85 20 6.30 PM 6A5 PM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES = 0 1031 539 0 970 0 0 0 0 227 0 73 2840 PM Peak Hr Begins at PEAK VOLUMES = 445 PM 0 432 211 0 ADDITIONS: SIGNALIZED 415 0 0 0 0 100 0 38 1196 11 I (A Transportation Studies, Inc. City : NEWPORT BEACH 1820 E. Garry Avenue Study Name: Site Code : 10110156 00000922 H/S Direction ; NEWPORT COAST DRIVE Suite 116 Start Date: 10/30/01 'E/W Direction : SAN JOAQUIN HILLS ROAD Santa Ana, CA. 92705 1 Client : CITY OF NEWPORT BEACH Page : TDRHING MOVEMENTS NEWPORT COAST NEWPORT COAST SAN JOAQUIN HI 5orthbound Northbound Eastbound Start Intrvl. Right 10/30/Ol 07:00 11 168 168 8 28 41 424 07:15 11 136 167 5 22 69 410 07:30 15 132 308 33 31 log 627 7 eii224 18 17 87 465 Hour 63 529 867 64 98 305 1926 08:00 13 81 188 16 10 23 331 08:15 14 94 212 6 23 58 407 08:30 22 125 313 39 12 58 569 273 29 1 Hour 66 410 986 90 58 183 1793 [BREAK] ------- --------------- --------------- ------- 16:30 39 139 129 32 4 22 365 AL___M 133 27 4 ' Hour 86 268 262 59 8 41 724 17:00 58 134 109 21 9 44 375 17:15 62 185 132 39 4 56 478 ' 17:30 40 177 101 15 4 31 368 17 :Aj82 20 5 54 407 Hour 215 687 424 95 22 185 1628 ' 18:00 23 120 74 14 5 31 267 18:15 17 117 83 34 10 27 288 ' Total } Apr. 470 18.0 2131 81.9 2696 88.3 356 11.6 201 20.6 772 79.3 6626 k Int. 1.0 32.1 40.6 5.3 3.0 11.6 '? \yq Transportation Studies, Inc. City : NEWPORT BEACH 1820 E. Garry Avenue HIS Direction : NEWPORT COAST DRIVE Suite 116 B/N Direction : SAN JOAQUIN HILLS ROAD Santa Ana, CA. 92705 Client : CITY OF NEWPORT BEACH TURNING MOVEMENTS INEWPORT COAST INENPORT COAST JEAN JOAQUIN HI Southbound Northbound Eastbound Start Time Right Thru Thru Left I Right Left Peak Hour Analysis By Entire Intersection for the Period Time 07:00 07:00 07:00 Vol. 63 529 867 64 98 305 Pot. 10.6 89.3 93.1 6.8 24.3 75.6 Total 592 931 403 High 07:00 07:30 07:30 Vol. 11 168 308 33 31 108 Total 179 341 139 PNF 0.826 0.682 0.721 Intrvl. 07:00 on 10/30/01 to 08:45 on 10/30/01 NEWPORT COAST DRIU 63 S29 1172 4 1 T 1764 SAN JOAQUIN HILLS ROAD 127 8?(e01 07:45a% 385 "T 530 1926 98 T N 1559 y � T 64 EWPORT COAST DRIU tc" Study Hate: B0110156 , Site Code : 00000922 Start Date: 10/30/01'' Page :2 S 1 V 'Transportation Studies, Inc. City : NEWPORT BEACH 1820 E. Garry Avenue H/S Direction : NEWPORT COAST DRIVE Suite 116 E/W Direction : SAN JOAQUIN HILLS ROAD Santa Ana, CA. 92705 Client : CITY OF NEWPORT BEACH TDRNING MOYBMBNTS 1 NEWPORT COAST NEWPORT COAST SAN JOAQUIN RI Southbound Northbound Bastbound Start Intrvl. h 1 Peak Hour Analysis By Entire Intersection for the Period: 16:30 on 30/30/01 to 18:15 on 10/30/01 Time 17:00 17:00 17:00 Vol. 215 687 424 95 22 185 Pet. 23,8 71.1 81.6 18.3 10.6 89.3 Total 902 519 207 High 17:15 17:15 17:15 Vol. 62 185 132 39 4 56 1 Total 247 171 60 PEP 0.912 0.758 0.862 1 EWPORT COAST DRIU 215 687 689 1 � � T 1 1511 1 SAN JOAQUIN HILLS ROAD 18/30/01 310 F 05:00ph 1 85:45pN 185 517 1628 1 22 T i N . 1 lzxs 95 EWPORT COAST DRIV i i 1 ' 'PISI Study Namet 10110156 site Code :'00000922 Start Date: 10/30/01 Page : 3 City : NEWPORT BEACH HIS Direction : NEWPORT COAST DRIVE R/W Direction : PACIFIC COAST HIGHWAY Client : CITY OF NEWPORT BEACH Transportation Studies, Inc, 1B20 E. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS v'j Study Name:/0110145 , Site Code : 00000969 Start Date: 10/23/01' Page : 1 NEWPORT COAST DRIVE PCH NEWPORT COAST DRIVE PCH Southbound Westbound Nortbbound Bastbound Start Time picht Thru Left Left Right Thru Left Right Thru- Is In[rvi. 10/23/01 07:00 14 0 46 122' 239 1 1 0 0 2 134 39 598 07:15 20 2 43 Ill 262 4 0 0 1 1 162 62 668 07:30 34 0 55 136 324 2 0 0 0 2 194 42 789 7 Hour 114 3 203 522 1186 10 3 1 2 6 672 188 2910 08:00 39 0 45 131 342 0 0 0 3 2 181 44 787 08:15 32 0 53 149 387 2 1 0 0 1 210 44 879 08:30 26 0 57 122 328 1 0 2 5 7 172 48 768 08!4s 37 Hour 134 2 224 534 1406 6 2 1 10 12 751 193 3276 [BREAK] ................................................................................................... 16:30 22 3 87 34 206 0 1 1 1 4 314 35 108 16J5 27 7 29 722 Hour 49 7 155 83 401 2 2 4 5 8 651 63 1430 17:00 40 1 106 67 261 0 2 0 0 3 392 31 903 17:15 31 0 147 49 274 2 1 0 1 3 369 22 899 17:30 30 1 171 29 291 4 3 2 5 3 355 20 914 7 Hour 147 3 603 191 1067 7 11 2 9 10 1429 100 3579 18:00 37 3 128 32 176 0 2 2 5 1 329 40 755 18:15 48 0 112 23 151 0 3 1 2 291 46 685 Total 529 18 1425 1385 4387 25 23 12 33 45 4123 630 12635 k Apr. 26.8 0.9 72.2 23.0 75.6 0.4 33.8 17.6 18.5 0.9 85.9 13.1 t Iot. 4.1 0.1 11.2 10.9 34.7 0.1 0.1 - 0.2 0.3 32.6 4.9, �p�52 13 ' City : NEWPORT BRACH N/S Direction : NEWPORT COAST DRIVE 'R/W Direction : PACIFIC COAST HIGHWAY Client : CITY OF NEWPORT BRACH ' NEWPORT COAST DRIVE Southbound Start ' Peak Hour Analysis By Entire Inti Time 07:30 Vol. 151 1 212 ' Pet. 41.4 0.2 58.2 Total 364 High 07:45 ' Vol. 46 1 59 Total 106 PEP 0.858 1 Transportation Studies, Inc. 1820 E. Garry Avenue Suite 116 Santa Ana, CA. 92705 TURNING MOVEMENTS PCB INEWPORT COAST DRIVE eastbound Study Name: H0110145 site Code : 00DO0969 Start Date: 10/23/01 Page : 2 rsection for the Period: 07:00 on 10/23/01 to 09:45 on 10/23/01 07:30 07:30 4 07:30 6 767 175 569 1411 7 28.5 71.0 0.3 3 37.5 1 12.5 50.0 80.9 18.4 1990 8 9.66 08:15 07:45 1 1 08:15 210 44 149 387 2 2 251 538 0.924 4 0.500 0.929 Intrvl. 'P�53 Transportation Studies, Inc, City : NEWPORT BEACH 1820 E. Garry Avenue N/S Direction : NEWPORT COAST DRIVE Suite 116 SIN Direction : PACIFIC COAST HIGHWAY Santa Ana, CA. 92705 Client : CITY OF NEWPORT BEACH TORNING WOVflNSNTS NEWPORT COAST DRIVE PCH NEWPORT COAST DRIVE PCH Sorthbound Westbound Northbound Bastbound Start Peak Hour Analysis By Entire Intersection for the Period: 16:30 on 101/23/01 to 18:35 on 10/23/01 Time 17:00 17:00 17:00 17:00 Vol. 147 3 603 191 1067 7 11 2 9 10 1429 Pet. 19.5 0.3 80,0 15.0 $4.3 0.5 50.0 9.0 40.9 0.6 92.8 Total 753 1265 22 1539 High 17:45 17:00 1700 17:00 Vol. 46 1 179 67 261 0 3 2 5 3 392 Total 226 328 30 426 pip 0.832 0.964 0.550 0.903 EWPORT COAST DRIU 293 683 'I7 � E' Lj 1046 PCH 191 1223 �' 18/23/91 85:OOp" 95:43pM <-- 1067 100 2762 3579 3308 7 1429 r T —� 2043 PCH N 42 29 9 DRIU BWPORTCOAST T V5' '1 V7 Study Name: H0110145 , Site Code : 00000969 Start Date: 10/23/01, Page : 3 Intrvl. Total 100 6.4 ' 31 t 1 t i 0 i 1 I 1 1 1 i 1 1 1 i i i 1 1 1 ?0s 0 1 n APPENDIX Q ' 2002 COUNTED INTERSECTION CAPACITY UTILIZATION (ICU) 1 1 WORKSHEETS 2. Superior & Placentia Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 379 .237 255 .159* NBT 2 3200 1342 .419* 512 .160 NBR 1 1600 13 .008 24 .015 SBL 1 1600 54 .034* 41 .026 ' SBT 2 3200 223 .070 786 .246* SBR d 1600 14 .009 11 .007 EBL 1 1600 13 .008 7 .004 EBT 1 1600 319 .199* 184 .115* EBR 1 1600 286 .179 396 .248 WBL 0.5 17 (.011)* 27 (.017)* 3200 245 .093 25944 .119 WWBT BR 1.5 Right Turn Adjustment EBR .133* TOTAL CAPACITY UTILIZATION 3. Superior & Coast Hwy K, 1 6/U Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1.5 270 404 NBT 4800 5722 .183* 3386 .171* NBR 1.5 SBL 1.5 164 191 SBT 1.5 4800 145 .064* 343 .111* SBR 2 3200 187 .058 725 .227 EBL 2 3200 1319 .412 384 .120* EBT 3 4800 2708 .564* 1083 .226 EBR d 1600 280 .175 279 .174 WBL 1 1600 43 .027* 190 .119 WBT 4 6400 659 .103 2433 .380* WBR d 1600 182 .114 117 .073 Right Turn Adjustment SBR .116* Note: Assumes N/S Split Phasing TOTAL CAPACITY UTILIZATION :: 4. Newport & Hospital Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 125 .078 127 .079* NBT 3 4800 1520 .317* 1453 .303 NBR 1 1600 87 .054 72 .045 SBL 1 1600 43 .027* 42 .026 SBT 3 4800 1007 .210 1826 .380* SBR d 1600 337 .211 186 .116 EBL 2 3200 178 .056 257 .080 EBT 1 1600 197 .123* 143 .089* EBR 1 1600 239 .149 231 .144 WBL 1 1600 73 .046* 158 .099* WBT 2 3200 301 .097 214 .077 WBR 0 0 10 31 Right Turn Adjustment EBR .026* EBR .055* TOTAL CAPACITY UTILIZATION 5. Newport & Via Lido .539 .702 Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBT 3 4800 1515 .316* 1100 .229* NBR 1 1600 19 .012 45 .028 SBL 2 3200 293 .092* 355 .111* 4800 8288 .173 16033 .334 SBR 0 EBL 0 0 0 0 EBT EBR 0 0 0 0 WBL 1 1600 9 .006* 26 .016* WBR 2 3200 312 .098 463 .145 Right Turn Adjustment WBR .018* Note: Assumes Right -Turn Overlap for WBR TOTAL CAPACITY UTILIZATION .414 .374 [J 1 1 i i I 1 [1 1 6. Newport & 32nd Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBT 2 3200 1025 .320* 842 .263* NBR d 1600 14 .009 21 .013 SBL 1 1600 54 .034 68 .043 SBT 2 3200 686 .256* 1118 .435* SBR 0 0 133 273 EBL 1.5 361 166 EBT 0.5 3200 39 .125* 24 .059* EBR 1 1600 13 .008 12 .008 WBL 0.5 41 .026* 18 3200 333 .021 42 .020* WBR f.5 Note: Assumes N/S Split Phasing Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION 7. Riverside & Coast Hwy Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0.5 2 {.001}* 24 {015}* NBT 0.5 1600 1 .002 8 .620 NBR d 1600 0 .000 8 .005 SBL 0.5 114 65 SBT 0.5 1600 10 .078* 9 .046* SBR 1 1600 330 .206 435 .272 EBL 1 1600 327 .204 286 .179* EBT 2 3200 2380 .748* 1623 .514 EBR 0 0 13 23 WBL 1 1600 15 .009* 51 .032 WBT 3 4800 1197 .249 3091 .644* WBR 1 1600 53 .033 36 .023 Right Turn Adjustment SBR, .047* Note: Assumes Right -Turn Overlap for SBR TOTAL CAPACITY UTILIZATION 931 1 8. Tustin & Coast Hwy Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL VIC NBL 0.5 1 {.001)* 2 {.001)� NBT 1600 1 .002 .005 0.5 5 SBL 0.5 42 61 SBT 1600 .045* .068* SBR 0 21 48 EBL 1 1600 56 .035 80 .050* 3200 2422 .758* 15255 .478 EBR 0 WBT 3 4800 1276 .266 2642 .550* WBR 1 1600 56 .035 72 .045 TOTAL CAPACITY UTILIZATION 9. MacArthur & Campus .804 .669 Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL VIC NBL 1 1600 41 .026 137 .086 NBT 4 6400 1010 .158* 1209 .189* NBR 1 1600 83 .052 62 .039 SBL 1 1600 277 .173* 152 .095* SBT 4 6400 1050 .164 1140 .178 SBR 1 1600 244 .153 701 .438 EBL 2 3200 626 .196* 311 .097* EBT 3 4800 854 .178 408 .085 EBR d 1600 65 .041 75 .047 WBL 2 3200 62 .019 129 .040 WBT 3 4800 4083 .084* 1075 .224* WBR 19 Right Turn Adjustment SBR .240* TOTAL CAPACITY UTILIZATION .611 .845 n fn 10. MacArthur & Birch Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 31 .019 165 .103* NBT 3 4800 1001 .209* 872 .182 NBR 1 1600 100 .063 55 .034 SBL 1 1600 147 .092* 66 .041 6400 299 255 196* SBR 8 .187 EBL 1.5 191 362 EBTEBR 1.5 4800 464 .141* 318 .152* 51 WBL 1 1600 39 .024 126 .079 WBT 2 3200 163 .051* 668 .209* WBR 62 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION 11. Von Karman & Campus 493 Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 16 .010 81 .051* NBT 2 3200 637 .199* 331 .123 NBR 23 SBL 1 1600 40 .025* 192 ' .120 2 3200 365 .143 843 .347* SBSBT 266 EBL 1 1600 346 .216* 255 .159* EBT 2 3200 471 .147 563 .176 EBR 1 1600 64 .040 54 .034 WBL 1 1600 68 .043 35 .022 3200 293 .114* 654 .228* WBR B 75 TOTAL CAPACITY UTILIZATION 554 a n7 12. MacArthur & Von Karman Existing (2001/2002) Counts PK HV/C OR VOLPK HO/C LANES CAPACITY VOL NBL 1 1600 166 .104 55 .034* NST 3 4800 1181 .246* 711 .148 NBR 1 1600 445 .278 73 .046 SBL 1 1600 54 .034* 66 .041 SBT 3 4800 483 .101 1037 .216* SBR 1 1600 196 .123 107 .067 EBL 1 1600 44 .028* 163 .102 EBT 3200 1488 .046 1399 .081* EBR f WBL 2 3200 62 .019 635 .198* WBT 1600 142 .118* 19894 .124 WBR f Right Turn Adjustment NBR .032* TOTAL CAPACITY UTILIZATION 13. Jamboree & Campus 458 529 Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 185 .116* 127 .079* 64000 15336 .253 16395 .317 NBR 0 SBL 2 3200 415 .130 292 .091 SBT 3 4800 1571 .375* 2081 .496* SBR 0 0 228 300 EBL 2 3200 117 .037 302 .094 EBT 2 3200 153 .048* 605 .189* EBR f 22 189 WBL 2 3200 513 .160* 198 .062* WBT 2 3200 446 .139 333 .104 WBR 1 1600 132 .083 288 .180 Right Turn Adjustment WBR .023* TOTAL CAPACITY UTILIZATION .699 .849 nu 14. Jamboree & Birch Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 324 .203* 88 .055* NBTNBR 4800 1630 .340 1427 .298 0 SBL 1 1600 1 .001 2 .001 SBT 4800 16646 .343* 18278 .381* SBR f EBL 1.5 171 524 EBT 0.5 3200 2 .054* 1 .164* EBR f 5 163 WBL 01 1 WBT 1600 4 .008* .001* WBR 10 16000 8 .001 1 .000 Note: Assumes E/W Split Phasing Note: Assumes Right -Turn Overlap for WBR TOTAL CAPACITY UTILIZATION 15. Campus & Bristol (N) 1..111.1 bul Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 531 .166 584 .183* NBT 3 4800 2434 .507* 1205 .251 NBR 0 0 0 0 SBT 4 6400 331 .052 1230 .192* SBR 2 3200 221 .069 1032 .323 0 0 EBR 0 0 WBL 1 1600 219 .137 272 .170 WBT 4 6400 1466 .263* 2614 .430* WBR 0 0 219 141 Right Turn Adjustment SBR .131* TOTAL CAPACITY UTILIZATION 77U .gib nq 16. Birch & Bristol (N) Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL VIC NBL 2 3200 138 .043 176 .055* 3200 12555 .392* 3666 .114 NBR 0 SBT 11.5 6400 143 .045 660 .316* SBR 2.5 145 1362 EBL 0 0 0 0 EBT 0 0 0 0 EBR WBL 1.5 371 523 WBT 33.5 8000 13720 .270* 1313 .243*104 WBR 419 TOTAL CAPACITY UTILIZATION 17. Campus/Irvine & Bristol (S) .662 .614 Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL VIC NBT 5 8000 1752 .245* 13311 .198* NBR 0 0 207 254 SBL 1 1600 101 .063* 209 .131* SBT 3 4800 449 .094 1293 .269 SBR 0 0 0 0 EBL 1.5 1213 {.407}* 458 EBT 2.5 6400 1392 .407 1158 .253* EBR 2 3200 513 .160 542 .169 WBL 0 0 0 0 WBT 0 0 0 0 WBR TOTAL CAPACITY UTILIZATION .715 .582 nin 18. Birch & Bristol (S) Existing (2001/2002) Counts AM PK HOUR' PM PK HOUR LANES CAPACITY VOL V/C VOL V/C BL NBT 2.5 6400 524 .123* 254 .079 NBR 1.5 266 319 .100 SBL 2 3200 179 .056* 371 .116 3200 3455 .108 8122 .254* SBR 0 EBL 1.5 882 .276* 238 33.5 8000 76622 .194 1157 .189* EBR 19 0 0 WBR 0 0 TOTAL CAPACITY UTILIZATION 19. Irvine & Mesa .455 AQ Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 83 .052 58 .036* NBT 2 3200 1331 .416* 610 .191 NBR d 1600 482 .301 179 .112 SBL 1 1600 11 .007* 11 .007 SBT 2 3200 716 .224 1450 .453* SBR d 1600 42 .026 175 .109 EBL 1 1600 176 .110 44 .028 EBT 1 1600 317 .198* 71 .044* EBR 1 1600 67 .042 173 .108 WBL 1 1600 133 .083* 542 .339* 3200 45 .015 434 .137 WBR 0 Right Turn Adjustment EBR .064* TOTAL CAPACITY UTILIZATION 704 93b 20. Irvine & University Existing'(2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 202 .126 145 .091* NBT 2 3200 1813 .567* 807 .252 NBR 1 1600 65 .041 25 .016 SBL 1 1600 82 .051* 33 .021 SBT 2 3200 769 .240 2134 .667* SBR 1 1600 65 .041 270 .169 EBL 1 1600 284 .178* 117 .073* EBT 1 1600 107 .067 23 .014 EBR d 1600 109 .068 187 .117 WBL 1 1600 18 .011 23 .014 WBT 1 1600 30 .019* 72 .045* WBR d 1600 19 .012 46 .029 Right Turn Adjustment EBR .013* TOTAL CAPACITY UTILIZATION 21. Irvine & Santiago .815 M Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 71 .044 125 .078* 3200 14166 .444* 890 .284 NBR 0 SBL 1 1600 48 .030* 72 .045 SBT 2 3200 719 .225 1786 .558* SBR d 1600 43 .027 119 .074 EBL 0.5 160 (.100)* 54 {.034)* EBT 0.5 1600 36 .123 56 .069 EBR d 1600 82 .051 103 .064 0.5 21 WBT 1600 53 .046* 61 .043* WBR d 1600 144 .090 72 .045 Right Turn Adjustment WBR .044* WBR .002* TOTAL CAPACITY UTILIZATION .664 715 n, 7. 22. Irvine & Highland Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 57 .036 95 .059* 1414 1021 NBR d 1600 .009* .013 SBL 1 1600 21 .013* 36 .023 SBT 2 3200 871 .272 1588 .496* " SBR d 1600 23 .014 71 .044 EBL 0.5 81 {.051)* 23 {0141* EBT 0.5 1600 8 .056 26 .631 EBR d 1600 102 .064 37 .023 WBT 0.5 1600 26 .030* 31 .028* WBR d 1600 62 .039 32 .020 Right Turn Adjustment WBR .009* TOTAL CAPACITY UTILIZATION 23. Irvine & Dover bb/ M1/ Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 36 .023 56 .035* 1145 720 NBR d 1600 .014* .013 SBL 1 1600 162 .101* 193 .121 S.426 617 62 1360 BR d 1600 .011 .038* EBL 1 1600 97 .061 53 .033* 1600 153 .114* 126 .084 EBR 0 WBL 1 1600 22 .014* 36 .023 WBT 1 1600 101 .063 225 .141* WBR 1 1600 324 .203 227 .142 Right Turn Adjustment WBR .136* WBR .001* TOTAL CAPACITY UTILIZATION .723 bSb L 24. Irvine & Westcliff Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 236 .074 298 .093* NBT 2 3200 729 .228* 473 .148 NBR d 1600 26 .016 32 .020 SBL 2 3200 176 .055* 128 .040 SBT 2 3200 573 .179 757 .237* SBR d 1600 115 .072 444 .278 EBL 2 3200 393 .123* 304 .095* EBT 2 3200 524 .202 559 .248 EBR 0 0 123 233 WBL 1 1600 32 .020 95 .059 2 3200 455 .161* 891 .301* WBR 73 Right Turn Adjustment SBR .041* TOTAL CAPACITY UTILIZATION 25. Dover & Westcliff .567 767 Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 333 .104* 860 .269* 2 3200 3777 .118 5766 .180 NBR SBT 1 1600 397 .248* 251 .157* SBR 1 1600 51 .032 39 .024 2 3200 799 .025* 1588 .049* EBT EBR f 574 930 WBT 0 0 0 0 WBR TOTAL CAPACITY UTILIZATION 377 475 r,) it l I 1 1 1 26. Dover & 16th Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 81 .051* 189 .118 NBT 2 3200 752 .235 1188 .371* NBR d 1600 15 .009 64 .040 SBL 1 1600 46 .029 52 .033* SBT 2 3200 1048 .328* 848 .265 SBR d 1600 28 .018 50 .031 EBL 0.5 10 27 EBT 1600 .016* .028* EBR d 1600 235 .147 230 .144 WBL 1 1600 39 .024* 40 .025* WBT 1 1600 14 .009 27 .017 WBR 1 1600 52 .033 46 .029 Right Turn Adjustment Multi .134* EBR .116* TOTAL CAPACITY UTILIZATION 27. Dover & Coast Hwy .553 Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 33 .021 17 .011 NBT 1 1600 59 .037* 60 .038* NBR 1 1600 36 .023 25 .016 SBL 3 4800 728 .152* 921 .192* SBT 1 1600 38 .024 60 .038 SBR 1 1600 67 .042 141 .088 EBL 2 3200 66 .021 68 .021* EBT 3 4800 2283 .483* 1683 .354 EBR 0 0 33 18 WBL 1 1600 46 .029* 80 .050 WBT 3 4800 1306 .272 2367 .493* WBR f 620 1265 Note: Assumes N/S Split Phasing TOTAL CAPACITY UTILIZATION 701 .744 nub 28. Bayside & Coast Hwy Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2.5 380 428 NBR 00,5 4800 .090* .103* 42 57 SBL 1 1600 19 .012* 34 .021* SBT 1 1600 8 .005 12 .008 SBR d 1600 36 .023 57 .036 EBL 1 1600 41 .026 73 .046* EBT 3 4800 2612 .544* 2030 .423 EBR 1 1600 393 .246 490 .306 WBL 1 1600 47 .029* 79 .049 4 64000 15866 .243 32366 .515* WBR Right Turn Adjustment SBR .011* SBR .015* Note: Assumes N/S Split Phasing TOTAL CAPACITY UTILIZATION 29. MacArthur & Jamboree .686 ./UU Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 239 .149 280 .175* NBT 3 4800 1784 .449* 534 .167 NBR 0 0 373 283 .177 SBL 1 1600 111 .069* 220 .138 4800 3000 .063 1414 295* SBR f 376 EBL 2 3200 444 .139 205 064 EBT 3 4800 1374 .286* 1164 .243* EBR f 144 91 WBL 2 3200 238 .074* 629 .197* 4800 8099 .169 1321 .275 WBR f TOTAL CAPACITY UTILIZATION .878 .91U 30. Jamboree & Bristol (N) Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 1077 .337 857 .268* NBT 3 4800 2644 .551* 2294 .478 NBR 0 0 0 0 SBT 2.5 6400 589 .182 12877 .317* ' SBR 1.5 575 741 EBL 0 0 EBT O 0 EBR 0 0 WBR 0 0 0 0 TOTAL CAPACITY UTILIZATION 31. Bayview Place & Bristol (S) Existing (2001/2002) Counts LANES CAPACITY NBR 2 3200 0 SBR 0 1600 EBR 1 WBR 0 0 Right Turn Adjustment AM PK HOUR PM PK HOUR VOL V/C VOL V/C 0 0 77 .024 361 .113 0 0 0 0 2899 .453* 2851 .445* 123 .077 15 .009 0 0 0 0 NBR .024* NBR .113* TOTAL CAPACITY UTILIZATION 530 32. Jamboree & Bristol (S) Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBR 8000 1948 .255* 22292 .290* 0 SBT 3 4800 560 :117 1310 .273 SBR 0 0 0 0 EBL 1.5 1569 .490* 928 (.431)* EBT 1.5 4800 375 .234 1141 .431 EBR 2 3200 1037 .324 1143 .357 WBT 0 0 0 WBR 0 TOTAL CAPACITY UTILIZATION 33.. Jamboree & Bayview Way .745 721 Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 120 .075 57 .036 NBTNBR 6400 18844 .303* 2135 .342* 0 SBL 1 1600 78 .049* 104 .065* SBT 4 6400 1381 .216 2285 .357 SBR 1 1600 164 .103 66 .041 EBL 2 3200 41 .013* 87 .027* EBT 1 1600 9 .006 13 .008 EBR 1 1600 37 .023 136 .085 WBL 1 1600 9 .006 32 .020 WBT 1 1600 1 .001* 7 .004* WBR 1 1600 40 .025 93 .058 Right Turn Adjustment Multi .039* Multi .128* TOTAL CAPACITY UTILIZATION 405 .566 nt12, 1 1 II II II II II 34. Jamboree & Eastbluff/Univ. Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 56 .035 47 .029 NBT 3 4800 1441 .300* 1864 .388* NBR 1 1600 151 .094 302 .189 SBL 2 3200 93 .029* 253 .079* , SBT 3 4800 1057 .220 1837 .383 SBR 1 1600 276 .173 360 .225 EBL 1.5 525 207 EBT 0.5 3200 105 .197* 98 .095* EBR 1 1600 4 .003 5 .003 WBL 1.5 237 .074* 245 .077* WBT 1.5 4800 113 .071 .058 WBR 193 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION 35. Jamboree & Bison DA 11 'INU Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBT 3 4800 1488 .310* 1895 .395* NBR d 1600 249 .156 160 .100 SBL 2 3200 82 .026* 122 .038* SBT 3 4800 1216 .253 1724 .359 SBR 1 1600 46 .029 87 .054 EBL 1 1600 106 .066* 34 .021* EBR 1 1600 83 .052 15 .009 WBL 2 3200 127 .040* 187 .058* WBR 2 3200 162 .051 159 .050 Right Turn Adjustment WBR .011* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION 453 .512 NIq 36. Jamboree & Eastbluff/Ford Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 400 .125* 378 .118* NBT 3 4800 15228 .338 1954 .444 NBR SBL 1 1600 48 .030 52 .033 SBT 3 4800 1465 .305* 1922 .400* SBR 1 1600 46 .029 103 .064 EBL 1 1600 176 .110* 49 .031 EBT 1600 175 .109 110 .069* EBR f 333 WBL 1.5 165 .103 166 WBT 1.5 4800 468 .146* 139 .064* WBR 1 1600 66 .041 23 .014 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION 37. Jamboree & San Joaquin Hills 686 .651 Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 28 .018 74 .046 3 4800 1149 .239* 15490 .321* NBR SBL 2 3200 669 .209* 507 .158* SBT 3 4800 1221 .254 1943 .405 SBR 1 1600 41 .026 200 .125 EBL 1.5 276 .086* 91 .028* 5 38 EBR 1 1600 50 .031 .024 WBL 2 3200 69 .022* 205 .064* 1600 .007 .034 WBR f 4111 75544 90 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION 556 3YAl n,) n I I 11 I I I 1 I I 1 r I 38. Jamboree & Santa Barbara Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 3 .002 13 .008 NBT 3 4800 1338 .279* 1372 .286* NBR 1 1600 188 .118 75 .047 SBL 2 3200 370 .116* 263 .082* 882 1627 .345 SBR 1 1600 .001 .017 EBL 1 1600 58 .036* 24 .015* 16000 .024 .013 EBR 0 33 15 WBL 1.5 65 422 WBT 0.5 3200 1 .021* 15 .137* WBR 1 1600 60 .038 401 .251 Right Turn Adjustment WBR .017* WBR .114* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION 39. Jamboree & Coast Hwy ,o. L:3re Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 29 .018 27 .017 NBT 2 3200 483 .178* 259 .100* NBR 0 0 88 60 SBL 1 1600 177 .111* 237 .148* SBT 2 3200 270 .084 626 .196 SBR f 640 1855 EBL 3 4800 1047 .218* 682 .142* EBBT 4 64000 1986 .313 1433 .235 R 12 WBL 2 3200 123 .038 254 .079 WBT 4 6400 1134 .177* 2241 .350* WBR f 106 130 TOTAL CAPACITY UTILIZATION /4U 40. Santa Cruz & San Joaquin H. Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 98 .031* 443 .138* 1600 .015 112 NBR 0 200 165 SBL 1 1600 19 .012 9 .006 SBT 1 1600 6 .004* 4 .003* SBR 1 1600 72 045 68 .036 EBL 1 1600 61 .038 107 .067* EBT 3 4800 464 .145* 311 .097 EBR 0 0 247 .154 214 .134 WBL 1 1600 205 .128* 31 .019 4800 300 .068 5200 .114* WBR 0 26 Right Turn Adjustment Multi .050* SBR .033* TOTAL CAPACITY UTILIZATION 41. Santa Rosa & San Joaquin H. .358 .355 Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 39 .024 194 .121* NBT 1 1600 16 .010* 27 .017 NBR 1 1600 112 .070 504 .315 SBL 1 1600 98 .061* 89 .056 SBT 1 1600 23 .014 15 .009* SBR 1 1600 35 .022 59 .037 EBL 1 1600 43 .027 51 .032 4800 275 .082* 49877 .121* EBR 0 WBL 2 3200 545 .170* 343 107* 4800 462 .118 20088 .062 WBR B Right Turn Adjustment Multi .162* Note: Assumes Right -Turn Overlap for NBR TOTAL CAPACITY UTILIZATION .323 .520 42. Newport Center & Coast Hwy Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C 0 NBR 0 0 0 SBL 2 3200 23 .007* 258 .081* 0 SBR f 677 720 EBL 2 3200 501 .157* 295 .092* EBT 3 4800 1639 .341 1437 .299 EBR 0 0 0 0 WBT 3 4800 1123 .234* 1672 .348* WBR f 180 123 TOTAL CAPACITY UTILIZATION 44. Avocado & San Miguel 5zl Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 121 .076 95 .059 NBT 1 1600 145 .091* 39 .024* NBR 1 1600 149 .093 566 .354 SBL 1 1600 43 .027* 240 .150* SBT 1 1600 44 .028 170 .106 SBR 1 1600 19 .012 8 .005 EBL 1 1600 10 .006* 13 .008 EBR 2 3200 131 .048 559 .213* WBL 2 3200 478 .149 341 .107* 3200 451 .205* 542 .174 WBR B Right Turn Adjustment NBR .223* Note: Assumes Right -Turn Overlap for SBR NBR TOTAL CAPACITY UTILIZATION 329 /1/ /0 7 1-2' 45. Avocado & Coast Hwy Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 107 .067* 133 .083* NBT 1 1600 100 .063 88 .055 NBR 1 1600 113 .071 127 .079 SBL 1.5 68 355 SBT 0.5 3200 56 .039* 141 .155* SBR 1 1600 45 .028 298 .186 EBL 1 1600 303 .189* 142 .089 EBT 3 4800 1340 .279 1499 .312* EBR d 1600 55 .034 65 .041 WBL 1 1600 153 .096 121 .076* WBT 3 4800 1323 .276* 1417 .295 WBR 1 1600 141 .088 100 .063 Right Turn Adjustment NBR .004* SBR .031* Note: Assumes N/S Split Phasing TOTAL CAPACITY UTILIZATION 46. SR-73 NB Ramps & Bison .575 .657 Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C 5 110 {.063}* 902 .029* NBT 0 4800 NBR 1.5 185 29 .018 SBT 0 0 0 0 SBR EBL 1 1600 12 .008 6 .004* 3200 7933 .248* 3644 .114 EBR 0 WBT 2 3200 89 .028 397 .124* WBR 1 1600 148 .093 543 .339 Right Turn Adjustment WBR .215* TOTAL CAPACITY UTILIZATION .311 .37L ( 7M 47. SR•73 SB Ramps & Bison Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBT 0 0 0 0 2 3200 6111 .191* 178 .056* SBT SBR f 24 30 EBT 2 3200 195 .061* 157 .049 EBR 1 1600 50 .031 102 .064 WBL 2 3200 21 .007* 145 .045 WBT 2 3200 1877 .058 3522 .110* WBR TOTAL CAPACITY UTILIZATION 48. MacArthur & Bison 259 166 Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C . VOL V/C NBL 2 3200 297 .093 216 .068* NBR 6400 3182 .497* 2130 .348 f SBL 2 3200 35 .011* 28 .009 2286 2300 SBR 1 1600 .179 .188* EBL 2 3200 245 .077* 185 .058* EBT 2 3200 182 .057 120 .038 EBR f 177 198 WBL 2 3200 179 .056 168 .053 WBT 2 3200 152 .048* 162 .051* WBR 1 1600 31 .019 20 .013 Note: Assumes Right -Turn Overlap for SBR TOTAL CAPACITY UTILIZATION .633 IN IO'2 : 49. MacArhtur & Ford/Bonita Cyn Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 140 .044 74 .023 6400 19334 .302* 2074 .324* NBR f SBL 2 3200 508 .159* 1232 .385* 6400 2511 .394 21367 .334 SBR f EBL 2 3200 46 .014 9 .003 EBT 2 3200 221 .069* 289 090* EBR 1 1600 84 .053 113 .071 WBL 2 3200 573 .179* 321 .100* WBT 2 3200 505 .158 275 .086 WBR f 1427 544 TOTAL CAPACITY UTILIZATION 50. MacArthur & San Joaquin H. 709 t;M Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 66 .021 25 .008 NBT 3 4800 1466 .305* 1811 .377* NBR 1 1600 7 .004 19 .012 SBL 2 3200 548 .171* 753 .235* SBT 3 4800 1600 .333 1774 .370 SBR f 1034 446 EBL 2 3200 151 .047* 801 .250* 3 48000 232 .056 464 .113 EBR 76 WBL 1 1600 17 .011 17 .011 3200 371 .116* .064* WBR f 3204 94 TOTAL CAPACITY UTILIZATION .639 926 a Zi0 51. MacArthur & San Miguel Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 104 .033 122 .038* NBT 3 4800 1368 .285* 985 .205 NBR 1 1600 238 .149 330 .206 SBL 2 3200 4 .001* 10 .003 15511 SBR 1 1600 717 .448 .344* EBL 2 3200 158 .049* 876 .274* EBR 20 3200 59 .049 166 135 WBL 2 3200 227 .071 187 .058 WBT 2 3200 265 .083* 222 .069* WBR d 1600 15 .009 30 .019 Right Turn Adjustment SBR .146* Note: Assumes Right -Turn Overlap for SBR TOTAL CAPACITY UTILIZATION 52. MacArthur & Coast Hwy 564 .bb4 Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C 0 0 NBR 0 0 3200 486 .152* 7833 .245* SBL B SBR f 309 559 EBL 2 3200 615 .192* 519 .162* EBT 3 4800 876 .183 13599 .283 EBR WBT 3 4800 1203 .251* 1459 .304* WBR f 904 648 TOTAL CAPACITY UTILIZATION 595 .711 n17 "7 53. SR-73 NB Ramps & Bonita Cyn Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 454 .142* 114 .036* NBR 1 1600 105 .066 24 .015 SBL 0 0 0 0 SBT 0 0 0 SBR 0 EBT 1 1600 416 .260 565 .353* EBR 1 1600 50 .031 40 .025 WBL 1 1600 199 .124 66 .041* WBT 1 1600 653 .408* 593 .371 WBR 0 10 0 0 TOTAL CAPACITY UTILIZATION 54. SR-73 SB Ramps & Bonita Cyn 550 .430 Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 32 .010* 63 .020* NBT 0 0 0 0 NBR 1 1600 82 .051 100 .063 SBL 0 0 0 0 SBT SBR 0 0 0 0 EBT 1 1600 369 .231* 516 .323* EBR 1 1600 123 .077 395 .247 WBL 2 3200 46 .014* 66 .021* WBT 3 4800 1084 .226 648 .135 WBR 0 0 0 0 Right Turn Adjustment NBR .041* NBR .043* TOTAL CAPACITY UTILIZATION .296 .407 G7-'R' r55. Spyglass Hill & San Miguel II II Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0.5 34 23 {.0141* NBT 0.5 1600 41 .047* 16 .024 NBR d 1600 181 .113 153 .096 SBL 0.5 35 {.022}* 19 SBT 0.5 1600 33 .043 26 .028* SBR 1 1600 38 .024 32 .020 EBL 1 1600 48 .030 63 .039 EBT 2 3200 228 .071* 348 .109* EBR d 1600 30 .019 45 .028 WBL 1 1600 113 .071* 148 .093* WBT 2 3200 264 .083 273 .085 WBR d 1600 25 .016 30 .019 Right Turn Adjustment NBR .066* NBR, .066* TOTAL CAPACITY UTILIZATION 56. San Miguel & San Joaquin H. 277 Kf4J Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 10 .006 5 .003 NBR 2 32000 23366 .095* 4833 .218* SBL 1 1600 66 .041* 125 .078* SBT 2 3200 402 .126 234 .073 SBR 1 1600 340 .213 133 .083 EBL 2 3200 290 .091* 430 .134 EBT 3 4800 490 .105 635 .134* EBR 0 0 12 9 WBL 1 1600 266 .166 175 .109* 48000 9900 .214* 4063 .097 WBR p Note: Assumes Right -Turn Overlap for SBR TOTAL CAPACITY UTILIZATION 6%1% 1 (17)9G 57. Goldenrod & Coast Hwy Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 112 .070* 84 .053* NBR 1600 24 .015 .013 0 21 SBL 0.5 60 30 SBT 1600 .076* .039* SBR 0 60 27 EBL 1 1600 30 .019* 33 .021 EBT 2 3200 1003 .313 1869 .584* EBR d 1600 43 .027 53 .033 WBL 1 1600 42 .026 22 .014* WBT 2 3200 2633 .823* 1658 .518 WBR d 1600 13 .008 13 .008 Note: Assumes N/S Split Phasing TOTAL CAPACITY UTILIZATION 58. Marguerite & San Joaquin H. .988 .690 Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1.5 296 182 NBT 0.5 3200 46 .107* 57 .075* NBR 1 1600 19 .012 44 .028 SBL 1 1600 51 .032 68 .043 1600 .046* 45 .061* SBR 0 33 EBL 1 1600 21 .013* 48 .030 EBT 2 3200 262 .082 547 .171* EBR 1 1600 124 .078 346 .216 WBL 1 1600 23 .014 69 .043* WBT 3 4800 676 .141* 385 .080 WBR d 1600 64 .040 19 .012 Note: Assumes N/S Split Phasing Note: Assumes Right -Turn Overlap for EBR TOTAL CAPACITY UTILIZATION .307 350 /:) zF) 59. Marguerite & Coast Hwy Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 118 .074* 152 .095* 1600 1438 .094 44 .082 NBR 0 SBL 1 1600 58 .036 93 .058 1600 5548 .095* 179 .121* SBR 0 EBL 1 1600 87 .054* 101 .063 EBT 2 3200 1114 .348 1788 .559* EBR 1 1600 57 .036 87 .054 WBL 1 1600 29 .018 76' .048* 3200 1923 .605* 1419 .453 WBR 0 TOTAL CAPACITY UTILIZATION 60. Spyglass H. & San Joaquin H. 828 .bee Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 60 .038 49 .031 NBR 1600 .014* .021* 0 14 31 SBL 1 1600 56 .035* 36 .023* SBT 1 1600 1 .001 2 .001 SBR d 1600 191 .119 88 .055 EBL 1 1600 91 .057* 176 .110* 422 555 EBR 1 1600 .014 .034 WBL 1 1600 10 .006 3 .002 760 363 WBR d 1600 .038* .039* Right Turn Adjustment SBR .108* SBR .042* TOTAL CAPACITY UTILIZATION Jvu Pl'2 1 61. Poppy & Coast Hwy Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 15 .009* 44 .028* 1600 .014 .040 NBR 5 14 55 45 106 SBT 1 1600 .031* .076* SBR 0 0 4 15 EBL 1 1600 3 .002* 23 .014 3200 1098 .347 16544 .526* EBR B WBL 1 1600 14 .009 26 .016* 3200 18088 .571* 1413 .453 WBR B TOTAL CAPACITY UTILIZATION 62. Newport Coast & SR•73 NB 613 .bob Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBT .1 1600 601 .376* 432 .270* NBR f 504 211 1600 2955 .184 415 .259 SBR 5 0 0 0 EBR 0 WBL 1.5 165 100 0.5 3200 .070* .043* WBBT R 500 30 TOTAL CAPACITY UTILIZATION 446 .313 r'>27 I 1 64. Newport Coast & San Joaquin Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 64 .020 95 .030* NBT 3 4800 867 .181* 424 .088 NBR 0 0 0 0 SBT 3 4800 529 .110 687 .143* " SBR 1 1600 63 .039 215 .134 EBL 1 1600 305 .191* 185 .116* EBR 2 3200 98 .031 22 .007 0 WBR 0 0 0 Note: Assumes Right -Turn Overlap for EBR TOTAL CAPACITY UTILIZATION 65. Newport Coast & Coast Hwy .s/z cal Existing (2001/2002) Counts AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 4 .003* 9 .006* 3 NBR 1 1600 .002 11 .007 SBL 2 3200 212 .066* 603 .188* 1600 .001 .002 SSBT BT f 151 143 EBL 1 1600 175 .109* 100 .063 766 1410 EBR 1 1600 .004 .006* WBL 1 1600 7 .004 7 .004* WBT 3 4800 1414 .295* 10697 .222 WBR f 569 Right Turn Adjustment NBR .001* Note: Assumes N/S Split Phasing TOTAL CAPACITY UTILIZATION .4/J qv/ APPENDIX R ' GENERAL PLAN BUILDOUT (POST-2025) LAND USE I n I 1 Study Area Land Use By NBTM Taz Analysis Year. 2040 Runld: B0o5 1 Lend Use: FGP04 Network: BO03 1 1 i 1 1 n 1 i 1 1 i 1 u Reference Number. 00460 Build Date: 11/1812003 Build Time: 9:00:00 PM Modeler. Media Whiteman NBTM TAZ Land Ike Code Rims Besci l ift QeM" 1435 1 DU Res -Low (SFD) 68.000 1435 2 DU Res -Medium (SFA) 28.000 1435 10 TSF General Commercial 10.800 1435 13 TSF Restaurant 8.400 1435 15 TSF Fast Food Restaurant 2.700 1436 2 DU Res -Medium (SFA) 733.000 1436 3 DU Apartment 489.000 1436 4 DU Elderly Residential 148.000 1436 10 TSF General Commercial 3.500 1436 24 TSF Medical Office 39.600 1436 26 TSF Industrial 48.002 1436 35 BEDS Nursing/Conv. Home 169.000 1436 38 ACRE Park 0.170 1437 26 TSF Industrial 5.000 1438 23 TSF General Office 57.400 1438 26 TSF Industrial 5.000 1438 27 TSF Mini-Storage/Warehouse 3.330 1438 29 STU Elementary/Private School 622.000 1439 2 DU Res -Medium (SPA) 33.000 1439 3 DU Apartment 137.000 1439 5 DU Mobile Home 294.000 1439 10 TSF General Commercial 50.910 1439 23 TSF General Office 239.510 1439 24 TSF Medical Office 61.630 1439 25 TSF R & D 425.670 1439 26 TSF Industrial 410600 1439 35 BEDS Nursing/Conv. Home 59.000 1440 2 DU Res -Medium (SPA) 281.000 1441 1 DU Res -Low (SFD) 462.000 1441 2 DU Res -Medium (SFA) 270.000 1441 3 DU Apartment 23.000 1441 6 ROOM Motel 90.000 1441 10 TSF General Commercial 35.940 1441 13 TSF Restaurant 13.190 1441 15 TSF Fast Food Restaurant 0.900 1442 1 DU Res -Low (SFD) 43.000 1442 2 DU Res -Medium (SPA) 214.000 1 Saturday, November 22, 2003 Page 1 of 14 R3 Analysis Year. 2040 Runld: B005 Land Use: FGP04 Network: BO03 Reference Number. 00460 Build Data: 11/1=003 Build Time: 9:00:00 PM Modeler. Madle Whiteman NM TAZ UM ON Coda NU kill Qam9 1442 38 ACRE Park 6.790 1443 1 DU Res -Low (SFD) 126.000 1443 2 DU Res -Medium (SFA) 350.000 1443 3 DU Apartment 54.000 1443 38 ACRE Park 6.600 1444 1 DU Res -Low (SFD) 94.000 1444 2 DU Res -Medium (SFA) 498.500 1446 1 DU Res -Low (SFD) 124.000 1446 2 DU Res -Medium (SFA) 239.000 1446 38 ACRE Park 2.690 1427 1 'DU Res-Low(SFD) 315.000 1427 2 DU Res -Medium (SFA) 235.000 1427 10 TSF General Commercial 8.360 1427 15 TSF Fast Food Restaurant 1.670 1427 16 TSF Auto Dealer/Sales 11.360 1427 23 TSF General Office 17.630 1427 24 TSF Medical Office 12.000 1427 30 STU Junior/High School 2,184.000 1427 35 BEDS NuroinglConv. Home 68.000 1427 36 TSF Church 59.680 1427 37 TSF Youth Ctr/Service 13.370 1427 38 ACRE Park 0.400 1428 1 DU Res -Low (SFD) 257.000 1428 3 DU Apartment 152.000 1428 7 ROOM Hotel 140.000 1428 10 TSF General Commercial 265.800 1428 13 TSF Restaurant 47.280 1428 15 TSF Fast Food Restau• It %860 1428 16 TSF Auto Dealer/Sales 8.580 1428 19 CRT Tennis Club 1.000 1428 20 SLIP Madne 130.000 1428 23 TSF General Office 45.610 1428 24 TSF Medical Office 29.480 1428 37 TSF Youth Clr/Service 22.310 1429 1 DU Res -Low (SFD) 656.000 1429 2 DU Res -Medium (SFA) 13.000 1429 3 DU Apartment 59.000 1429 21 SEAT Theater 90.000 1429 29 STU Elementary/Pdvale School 436.000 1429 37 TSF Youth Ctr/Service 0.900 Saturday. November 22.2003 Page 2 of 14 Ry ' Analysts Year. Runld., Land Use: Network: t I 1 2040 Reference Number. 00460 B005 Build Date: 11/18/2003 FGP04 Build 77me: ,9:00:00 PM B003 Modeler. Madie Whiteman MTM TAZ Land Uaa Casa NU Uasc"Pu Quo" 1429 38 ACRE Park 3.030 1430 1 DU Res -Low (SFD) 30.000 1430 6 ROOM Motel 64.O0D 1430 10 TSF General Commercial 203.730 1430 13 TSF Restaurant 39.990 1430 15 TSF Fast Food Restaurant 7.09D 1430 16 TSF Auto Dealer/Sales 21.170 1430 18 TSF Health Club 4.000 1430 23 TSF General Office 283.820 1430 33 TSF Post Office 9.900 1431 3 DU Apartment 36.000 1431 10 TSF General Commercial 124.890 1431 13 TSF Restaurant 60.000 1431 17 TSF Yacht Club 2.250 1431 23 TSF General Office 152.840 1432 1 DU Res -Low (SFD) 205.000 1432 2 DU Res -Medium (SFA) 379.000 1432 3 DU Apartment 8.000 1432 6 ROOM Motel 53.000 1432 10 TSF General Commercial 48.810 1432 13 TSF Restaurant 17.570 1432 23 TSF General Office 135.730 1432 24 TSF Medical Office 11.290 1433 2 DU Res -Medium (SFA) 98.000 1433 3 DU Apartment 142.000 1433 23 TSF General Office 67.160 1433 24 TSF Medical Office 24.460 1433 26 TSF Industrial 298.120 1433 35 BEDS Nursing/Conv. Home 270.000 1434 2 DU Res -Medium (SPA) 673.000 1434 10 TSF General Commercial 17.760 1434 23 TSF General Office 9.660 1434 24 TSF Medical Office 284.860 1434 28 TSF Pre-school/Day Care 7.770 1434 34 BED Hospital 1,265.000 1434 -35 BEDS Nursing/Conv. Home 95.000 1445 1 DU Res -Low (SFD) 139.000 1445 2 ' DU Res-Medlum (SPA) 509.000 1447 1 DU Res -Low (SFD) 88.000 1447 2 DU Res -Medium (SFA) 415.000 Saturday, November 22, 2003 Page 3 of 14 R5 Ane/ysis Yeer. 2040 Runld: BO05 Land Use., FGP04 Network BO03 Reference Number. 00460 Build Dale: 11/1812003 Build Time: 9:00:00 PM Modeler. Madie Whiteman WWTu LNUN coin NU ftxItft any" 1448 1 DU Res -Law (SFD) 87.000 1448 2 DU Res -Medium (SFA) 103.OD0 1448 10 TSF General Commercial 26.170 1448 13 TSF Restaurant 2.240 1448 23 TSF General Cities 12.190 1448 24 TSF Medical Office 0.990 1449 2 DU Res-Medlum (SFA) 95.000 1449 10 TSF General Commercial 67.500 1449 13 TSF Restaurant 5.280 1449 15 TSF Fast Food Restaurant 2.120 1449 23 TSF General Office 20.020 1450 2 DU Res-Medlum (SFA) 169,000 1450 3 DU Apartment 3.000 1450 6 ROOM Motel 16.000 1450 10 TSF General Commercial 31.980 1450 13 TSF Restaurant 35.610 1450 23 TSF General Office 35.750 1451 1 DU Res -Low (SFD) 22.000 1451 2 DU Res -Medium (SFA) 110.000 1451 3 DU Apartment 5.000 1451 6 ROOM Motel 3.000 1451 7 ROOM Hotel 22.000 1451 10 TSF General Commercial 3BA90 1451 13 TSF Restaurant 37.150 1461 15 TSF Feel Food Restaurant 9.110 1451 23 TSF General Office 8.000 1462 2 DU Res -Medium (SFA) 12.000 1452 10 TSF General Commercial 89A90 1452 13 TSF Restaurant 33.640 1452 15 TSF Fast Food Restaurant 7.380 1452 23 TSF General Office 90.220 1452 37 TSF Youth CWService 6.000 1453 10 TSF General Commercial 104.020 1453 13 TSF Restaurant 7.560 1453 21 SEAT Theater 685.000 1453 23 TSF General Office 118.650 1453 24 TSF Medical Office 1.250 1453 36 TSF Church 26.010 1454 1 DU Res -Low (SFD) 41.000 1454 2 DU Res -Medium (SFA) 172.000 Saturday, November 22, 20D3 Pape 4 of 14 1 Analysis Year. 2040 ' Runld: B005 Land Use: FGP04 Network: BO03 1 E E Reference Number: 00460 Build Date: 11/1812003 Build Tlme: 9:00:00 PM Modeler. Media Whiteman MTM TAZ Land UN Code Ulna YescMpUon Qum" 1464 10 TSF General Commercial 162.430 1454 11 ACRE Comm./Recreation 0.850 1454 13 TSF Restaurant 35.670 1454 15 TSF Fast Food Restaurant 3.680 1454 23 TSF General Office 101.500 1454 37 TSF Youth Ctr/Service 4.650 1455 1 DU Res -Low (SFD) 3.000 1455 2 DU Res -Medium (SFA) 403.000 1455 10 TSF General Commercial 108.220 1455 13 TSF Restaurant 9.200 1455 23 TSF General Office 1.000 1455 26 TSF Industral 38.000 1456 1 DU Res -Low (SFD) 1,040.000 1456 2 DU Res -Medium (SFA) 102.000 1456 3 DU Apartment 26.000 1373 10 TSF General Commercial 35.080 1373 23 TSF General Office 76.600 1373 24 TSF Medical Office 1.530 1373 25 TSF R & D 2.190 1373 26 TSF Industrial 10.00D 1374 10 TSF General Commercial 35.080 1374 23 TSF General Office 76.600 1374 24 TSF Medical Office 1:530 1374 25 TSF R & D 2.190 1374 26 TSF Industrial 10.000 1375 10 TSF General Commercial 52.620 1375 13 TSF Restaurant 1.840 1375 23 TSF General Office 114,900 1375 24 TSF Medical Office 2.300 1375 25 TSF R & D 3.290 1375 26 TSF Industrial 15.000 1376 10 TSF General Commercial 56.130 1376 23 TSF General Office 122.560 1376 24 TSF Medical Office 2.450 1376 25 TSF R & D 3.510 1376 26 TSF Industrial 16.000 1377 10 TSF General Commercial 80.680 1377 23 TSF General Office 176.180 1377 24 TSF Medical Office 3.520 1377 25 TSF R & D 5.050 Saturday, November 22, 2003 Page 5 of 14 R1 Anetysts Year. 2040 Runld: BO05 Land Use: FGP04 Network: 8003 Reference Number. 00460 Build Date: 11/18/2003 Build Time: 9:00:00 PM Modeler. Media Whiteman NN TAZ LtA DU CA Wh MtCI �PUoA 1377 26 TSF Industrial 23.000 1378 10 TSF General Commercial 91.210 1378 23 TSF General Office 199.160 1378 24 TSF Medical Office 3.980 1378 25 TSF R 8 D 6.700 1378 26 TSF Industrial 26.000 1379 23 TSF General Office 349.640 1380 23 TSF General Office 158.610 1381 23 TSF General Office 221.800 1382 23 TSF General Office 321.530 1383 23 TSF General Office 210.330 1384 13 TSF Restaurant 25.250 1384 23 TSF General Office 67.020 1385 7 ROOM Hotel 349.000 1386 23 TSF General Office 228.210 1387 23 TSF General Office 184.320 1388 10 TSF General Commercial 55.510 1388 13 TSF Restaurant 50.600 1389 16 TSF Auto Dealer/Sales 46.300 1389 23 TSF General Office 201.780 1390 23 TSF General Oflice 146.480 1391 23 TSF General Office 97.420 1392 18 TSF Health Club 17.780 1392 23 TSF General Office 160.590 1393 10 TSF General Commercial 58.120 1395 7 ROOM Hotel 164.000 1395 10 TSF General Commercial 89.910 1395 13 TSF Restaurant 30,090 1396 23 TSF General Office 691.600 1397 23 TSF General Office 165.040 1398 23 TSF General Office 82.580 1399 23 TSF General Office 105.620 1400 23 TSF General Office 62.080 1401 23 TSF General Office 86.100 1402 23 TSF General Office 45.790 1403 7 ROOM Hotel 471.000 1403 13 TSF Restaurant 8.900 1403 18 TSF Health Club 7.100 1403 23 TSF General Office 393.050 1403 37 TSF Youth Ctr/Service 10.900 Saturday, No9ember 22. 2003 Pape 6 of 14 Law E ' Analysis Year. Runtd., Land Use: Network: IJ I E �I C 2040 Reference Number. 00460 BO05 Build Date: 11/18/2003 FGP04 Build Time: 9:00:00 PM B003 Modeler. Media Whiteman OTM TAZ Und Un C0 NU iesc PU QoM 1404 23 TSF General Office 434.953 1405 10 TSF General Commercial 96.000 1405 13 TSF Restaurant 21.390 1405 15 TSF Fast Food Restaurant 11.910 1405 23 TSF General Office 688.160 1406 25 TSF R & D 280.000 1406 26 TSF Industrial 150.000 1407 10 TSF General Commercial 31.720 1407 15 TSF Fast Food Restaurant 1.560 1407 23 TSF General Office 124.990 1407 24 TSF Medical Office 3.770 1408 1 DU Res -Low (SFD) 145.000 1409 7 ROOM Hotel 300.000 1409 10 TSF General Commercial 35.000 1409 13 TSF Restaurant 8.000 1409 23 TSF General Office 660.000 1409 38 ACRE Park 3.330 1410 2 DU Res -Medium (SFA) 88.000 1411 10 TSF General Commercial 1.380 1411 40 ACRE Golf Course 15.690 1412 1 DU Res -Low (SFD) 60.000 1413 2 DU Res -Medium (SFA) 33.000 1413 18 TSF Health Club 60.330 1413 23 TSF General Office 67.950 1413 39 ACRE Regional Park 45.910 1415 1 DU Res -Low (SFD) 153.000 1415 36 TSF Church 8.730 1416 1 DU Res -Low (SFD) 198.000 1417 1 DU Res -Low (SFD) 56.000 1418 1 DU Res -Low (SFD) 59.000 1419 1 DU Res -Low (SFD) 173.000 1420 1 DU Res -Low (SFD) 465.000 1421 1 DU Res -Low (SFD) 116.000 1421 2 DU Res -Medium (SFA) 60.000 1421 3 DU Apartment 352.000 1421 10 TSF General Commercial 174.800 1421 13 TSF Restaurant 4.370 1421 15 TSF Fast Food Restaurant 3.000 1421 23 TSF General Office 214.660 1421 24 TSF Medical Office 43.220 Saturday, November 22, 2003 Page 7 of 14 i Analysts Year. Runld: Land Use: Network., 2040 8O05 FGP04 B003 Reference Number 00460 Buffd Dafe: 11116/2003 Build 77mo: 9:00:00 PM Modeler. Media Whiteman ' STM TAZ UN Un CO WN pf�l 1421 29 STU Elementary/Private School 636.000 ' 1421 32 TSF Library 6.240 1422 1 DU Res -Low (SFD) 490.000 1423 1 DU Res -Low (SFD) 266.000 ' 1423 37 TSF Youth CIr/Service 18.230 1423 38 ACRE Park 4.000 1424 3 DU Apartment 1,445.000 1425 10 TSF General Commercial 1.730 1425 23 TSF General Office 128,810 ' 1425 36 TSF Church 24.100 1426 1 DU Res -Low (SFD) 119.000 1426 36 TSF Church 40.000 ' 1467 3 DU Apartment 1,185.000 1468 29 STU Elementary/Pdvale School 320.000 1469 2 DU Rea-Medlum (SFA) 792.000 ' 1469 3 DU Apartment 225,000 1469 28 TSF Pre-schoollDay Care 6.450 1469 29 STU Elementary/Pdvale School 294.000 ' 1469 30 STU Junior/High School 1,801.000 1469 36 TSF Church 34.960 ' 1469 37 TSF Youth CtriService 34.970 1469 1470 38 2 ACRE DU Park Res -Medium (SFA) 8.000 145.000 ' 1470 10 TSF General Commercial 78.230 1470 19 CRT Tennis Club 19.000 1470 23 TSF General Office 11.660 ' 1471 1 DU Res -Low (SFD) 460.000 1471 38 ACRE Park 2.000 ' 1465 5 DU Mobile Home 397.000 1485 10 TSF General Commercial 60.630 1465 13 TSF Restaurant 18.190 ' 1465 20 SLIP Madna 218.000 1465 23 TSF General Office 30.310 1466 2 DU Res -Medium (SFA) 212.000 , 1466 7 ROOM Hotel 754.000 1466 13 TSF Restaurant 83.930 1466 19 CRT Tennis Club 16.000 ' 1466 22 ACRE Newport Dunes 64,000 1466 23 TSF General Office 6•000 ' 1466 37 TSF Youth ChlService 2.690 Saturday, November 22, 2003 Page 8 of 14 , ?-SlD I I I I I i 1 1 I I! 7, II II II II Analysis Year. 2040 Reference Number. 00460 Runld: BO05 Build Date: 11/1812003 Lend Use: FGP04 Build 71ma: 9:00:00 PM Network: BO03 Modeler. Media Whiteman WIMTAZ land Ilse Code Urns NBC" QUM 1466 40 ACRE Golf Course 2.000 1480 2 DU Res -Medium (SPA) 144.000 1480 3 DU Apartment 80.000 1481 1 DU Res -Low (SFD) 101.000 1481 2 DU Res -Medium (SFA) 182.000 1481 10 TSF General Commercial 2.300 1482 1 DU Res -Low (SFD) 142.000 1482 2 DU Res -Medium (SPA) 43.000 1482 3 DU Apartment 73.000 1482 40 ACRE Golf Course 181.200 1483 1 DU Res -Low (SFD) 21.000 1484 7 ROOM Hotel 425:000 1484 13 TSF Restaurant 21.700 1484 23 TSF General Office 955.030 1485 9 TSF Regional Commercial 1,633.850 1485 21 SEAT Theater 1,700.000 1486 2 DU Res -Medium (SFA) 245.000 1486 10 TSF General Commercial 103.870 1486 13 TSF Restaurant 13.100 1486 16 TSF Auto Dealer/Sales 8.710 1486 23 TSF General Office 881.000 1486 31 TSF Cultural/Learning-Center 40.000 1487 2 DU Res -Medium (SPA) 69.000 1487 7 ROOM Hotel 611.000 1487 10 TSF General Commercial 7.500 1467 19 CRT Tennis Club 22.000 1487 23 TSF General Office 11.630 1487 40 ACRE Golf Course 99.440 1488 2 DU Res -Medium (SFA) 122.000 1489 2 DU Res -Medium (SFA) 228.000 1489 10 TSF General Commercial 5.000 1490 23 TSF General Office 115.800 1491 23 TSF General Office 468.640 1491 24 TSF Medical Office 351.950 1492 10 TSF General Commercial 7.870 1492 13 TSF Restaurant 14.100 1492 18 TSF Health Club 16.130 1492 21 SEAT Theater 2,150.000 1492 23 TSF General Office 442.110 1493 23 TSF General Office 409.510 Saturday, November 22, 2003 Page 9 of 14 ��1 Analysts Year. 2040 Runld: BO05 Land Use: FGP04 Network: BO03 Reterenae Number. 00460 Bulld Defe: 11/18/2003 Build Time: 9:00:00 PM Modeler. Media Whiteman WIM TAZ UM Un CA Wh ka" Raw" 1494 10 TSF General Commercial 105.000 1494 32 TSF Library 65.000 1461 1 DU Res-Low(SFD) 214.000 1461 2 DU Res -Medium (SFA) 263.000 1461 10 TSF General Commercial 4.990 1461 13 TSF Restaurant 20.000 1461 17 TSF Yacht Club 8.290 1461 20 SLIP Marina 352.000 1461 23 TSF General Office 12.000 1461 26 TSF Industrial 5.040 1461 38 ACRE Park 0.780 1462 1 DU Res -Low (SFD) 32.000 1463 3 DU Apartment 520.000 1463 10 TSF General Commercial 112.450 1463 13 TSF Restaurant 21.550 1463 16 TSF Auto Dealer/Sales 17A20 1464 1 DU Res -Low (SFD) 43.000 1464 2 DU Res -Medium (SFA) 3,119.000 1464 6 ROOM Motel 4.000 1464 10 TSF General Commercial 73.070 1464 13 TSF Restaurant 16.550 1464 15 TSF Fast Food Restaurant 6.430 1464 23 TSF General Office 18,370 1464 24 TSF Medical Office 2.750 1464 33 TSF Post Office 1;900 1464 36 TSF church 3.000 1464 38 ACRE Park 1,620 1495 1 DU Res -Low (SFD) 418.000 1495 2 DU Res -Medium (SFA) 37,000 1495 10 TSF General Commercial 2.380 1495 17 TSF YachtClub 62.020 1495 20 SLIP Marine 283,000 1495 23 TSF General Office 186,530 1495 38 ACRE Park 6,530 1496 1 DU Res -Low (SFD) 73.000 1496 2 DU Res -Medium (SFA) 256.000 1496 3 DU Apartment 152.000 1496 29 STU Elementary/Private School 12.030 1497 1 DU Res-LoW (SFD) 143.000 1497 2 DU Res -Medium (SFA) 214.000 Saturday, November 22, 2003 Page 10 of 14 RV2 Analysis Year. 2040 Runid., BO05 Land Use., FGP04 Network: B003 I I I I i I I I d II I U I� 1 Reference Number., 00460 Build Date: 11/18/2003 Build Time: 9:00:00 PM Modeler. Media Whiteman MTM TAZ Land Do Code W to UerAption Qu11111112Y 1497 3 DU Apartment 48.000 1498 1 DU Res -Low (SFD) 220.000 1498 2 ,DU Res -Medium (SFA) 14.000 1498 3 DU Apartment 48.000 1498 10 TSF General Commercial 83.270 1498 13 TSF Restaurant 9.170 1498 23 TSF General Office 23.980 1498 38 ACRE Park 3.590 1499 1 DU Res -Low (SFD) 144.000 1501 1 DU Res -Low (SFD) 63.000 1501 2 DU Res -Medium (SFA) 786.000 1501 10 TSF General Commercial 91.340 1501 13 TSF Restaurant 11.600 1501 15 TSF Fast Food Restaurant 3.900 1501 21 SEAT Theater 5001000 1501 23 TSF General Office 31.260 1501 24 TSF Medical Office 4.790 1501 38 ACRE Park 2.500 1502 2 DU Res -Medium (SFA) 186.000 1502 10 TSF General Commercial 83.980 1502 13 TSF Restaurant 17.200 1502 15 TSF Fast Food Restaurant 3.310 1502 23 TSF General Office 28.740 1502 24 TSF Medical Office 4.390 1503 2 DU Res -Medium (SFA) 52.000 1503 10 TSF General Commercial 48.750 1503 13 TSF Restaurant 2.390 1503 15 TSF Fast Food Restaurant 0.870 1503 18 TSF Health Club 0.650 1503 23 TSF General Office 5.630 1503 24 TSF Medical Office 0.370 1457 1 DU Res -Low (SFD) 218.000 1457 2 DU Res -Medium (SFA) 476.000 1457 3 DU Apartment 103.000 1457 5 DU Mobile Home 58.000 1457 6 ROOM Motel 26.000 1457 10 TSF General Commercial 12.540 1457 15 TSF Fast Food Restaurant 1.250 1457 20 SLIP Marina 58.000 1457 28 TSF Pre-school/Day Care 13.440 Saturday, November22, 2003 - Page 11 of 14 Ri3 Analysts Year. 2040 Runld: BO05 Land Use: FGP04 Network: BO03 Reference Number. OD400 Build Dote: 11/18/2003 Build Tlmo: 9:00:00 PM Modeler. Media Whiteman MW TAZ LN UM Cody Wh Igc tioe Qum" 1457 29 STU Elementary/Pdvate School 389.000 1457 36 TSF Church 10.050 1457 37 TSF Youth CldService 17.400 1457 38 ACRE Park U00 1458 1 DU' Res -Low (SFD) 366.000 1458 2 DU Res -Medium (SPA) 664.000 1458 3 DU Apartment 173.000 1458 10 TSF General Commercial 17.680 1458 15 TSF Fast Food Restaurant 3.230 1458 20 SLIP Marina 14.000 1458 23 TSF General Office 26.550 1458 24 TSF Medical Office 2.710 1458 32 TSF Library 4.80D 1458 36 TSF Church 2.000 1459 1 DU Res -Low (SFD) 9.000 1459 2 DU Res -Medium (SFA) 131.000 1459 3 DU Apartment 69.000 1459 7 ROOM Hotel 34.000 1459 10 TSF General Commercial 112A30 1469 11 ACRE Comm,/Recreation 4.250 1459 13 TSF Restaurant 71.480 1459 15 TSF Fast Food Restaurant 12.620 1459 17 TSF Yacht Club 0.500 1459 21 SEAT Theater 350.000 1459 23 TSF General Office 60.000 1459 33 TSF Post Office 1.700 1459 37 TSF Youth Ctr/Service 4.970 1460 1 DU Res -Low (SFD) 677.000 1460 2 DU Res -Medium (SFA) 194.000 1460 3 DU Apartment 51.000 1480 19 CRT Tennis Club 2.000 1460 38 ACRE Park 0.830 1472 16 TSF Auto Dealer/Sales 209.750 1473 3 DU Apartment 300.000 1474 1 DU Res -Low (SFD) 1.686,000 1474 2 'DU Res-Medlum (SFA) 208:000 1474 3 DU Apartment 736,000 1474 10 TSF General Commercial 35.000 1474 13 TSF Restaurant 6.350 1474 38 ACRE Park 14,230 Saturday, November 22, 2003 Page 12 of 14 r1 t I Analysis Year. Runld: Land Use., Network., 2040 Reference Number: 00460 BO05 Build Date: 11/18/2003 FGP04 Build Time: 9:00:00 PM BO03 Modeler. Media Whiteman STM TAZ Lend UN Code IMS 6 X411ft QUM" 1475 25 TSF R & D 81.730 1475 27 TSF Mini-Storage/Warehouse 196.420 1475 29 STU Elementary/Private School 52.000 1475 33 TSF Post Office 55.200 1475 36 TSF Church 100.280 1476 2 DU Res -Medium (SFA) 227.000 1477 1 DU Res -Low (SFD) 500.000 1478 2 DU Res -Medium (SPA) 50.000 1479 1 DU Res -Low (SFD) 101.000 1479 2 DU Res -Medium (SFA) 54.000 1525 3 DU Apartment 1,100.000 1526 1 DU Res -Low (SFD) 290.000 1527 2 DU Res -Medium (SPA) 125.000 1528 28 TSF Pre-school/Day Care 7.320 1528 36 TSF Church 26.010 1618 1 DU Res -Low (SFD) 6.000 1515 3 DU Apartment 388.000 1515 28 TSF Pre-school/Day Care 8.400 1516 2 DU Res -Medium (SFA) 67.000 1516 4 DU Elderly Residential 100.000 1516 36 TSF Church 88.670 1517 3 DU Apartment 160.000 1517 10 TSF General Commercial 71.080 1517 23 TSF General Office 9.750 1517 28 TSF Pre-school/Day Care 13.390 1517 29 STU Elementary/Private School 406.000 1517 30 STU Junior/High School 780.000 1517 36 TSF Church 31.380 1518 1 DU Res-Low(SFD) 441.000 1518 2 DU Res -Medium (SPA) 67.000 1518 38 ACRE Park 0.950 1519 1 DU Res -Low (SFD) 475.000 1519 38 ACRE Park 14.230 1520 1 DU Res -Low (SFD) 207.000 1521 1 DU Res -Low (SFD) 580.000 1521 29 STU Elementary/Private School 498.000 1521 38 ACRE Park 9:730 1522 1 DU Res -Low (SFD) 119.000 1522 2 DU Res -Medium (SPA) 120.000 1522 10 TSF General Commercial 96.540 Saturday, November 22, 2003 - Page 13 of 14 R6 Analysis Year. 2040 Runld: BO05 Lend Use: FGP04 Notwork., 8003 Reference Number. 00460 Build Date: 11/18/2003 Build Time., 9:00:00 PM Modeler. Media Whiteman NN TAZ Iced UN 90 NU Ie110111 oA OI)I111" 1522 23 TSF General Office 12.900 1600 1 DU Res -Low (SFD) 178.000 1500 38 ACRE Park 1.030 1504 2 DU Res -Medium ON 542.000 1504 10 TSF General Commercial 81.240 1504 13 TSF Restaurant 4.270 1604 15 TSF Fast Food Restaurant 1:430 1504 18 TSF Health Club 1.080 1504 23 TSF General Office 9.370 1504 24 TSF Medical Office 0.600 1504 36 TSF Church 12.340 1505 1 DU Res -Low (SFD) 47.000 1605 2 DU Res -Medium (SFA) 796.000 1505 10 TSF General Commercial 33.380 1505 13 TSF Restaurant 25,000 1505 15 TSF Fast Food Restaurant 0.520 1505 23 TSF General Office 35:000 1505 32 TSF Library 3.800 1505 33 TSF Post Office 5.000 1506 1 DU Res -Low (SFD) 163.000 1506 2 DU Res -Medium (SFA) 201.000 1506 3 DU Apartment 6.000 1507 1 DU Res -Low (SFD) 142.000 1507 38 ACRE Park 0.780 1508 1 DU Res -Low (SFD) 228.000 1508 2 DU Res -Medium (SPA) 120.000 1508 3 DU Apartment 120.000 1508 29 STU Elementary/Private School 790.000 1508 37 TSF Youth Clr/Service 5.850 1510 1 DU Res -Low (SFD) 200.000 1511 1 DU Res -Low (SFD) 20.000 1511 10 TSF General Commercial 70,790 1512 2 DU Res -Medium, (SFA) 246,000 1513 1 DU Res -Low (SFD) 348.000 1513 4 DU Elderly Residential 100.000 1513 18 TSF Health Club 1.000 1513 37 TSF Youth Ctr/Service 24.070 1514 1 DU Res -Low (SFD) 41.000 Saturday, November 22, 2003 Page 14 of 14 RI d Study Area Land Use By OCTAM Taz Analysis Year. 2040 Reference Number: 00460 Runld: B005 Bulld Date: 11/18/2003 Lend Use: FGP04 Build Time: 9:00:00 PM Network: B003 Modeler. Madle Whiteman I I II r II I11 II lu �J I OCTAM TAZ WON Code Desempum M QUM" 2327 10 General Commercial TSF 33.100 2327 15 Fast Food Restaurant TSF 1.560 2327 23 General Office TSF 124.990 2327 24 Medical Office TSF 3.770 2327 40 Golf Course ACRE 15.690 2336 7 Hotel ROOM 349.000 2336 10 General Commercial TSF 113.630 2336 13 Restaurant TSF 75.850 2336 16 Auto Dealer/Sales TSF 46.300 2336 18 Health Club TSF 17.780 2336 23 General Office TSF 2,347.730 2337 10 General Commercial TSF 350.800 2337 13 Restaurant TSF 1.840 2337 23 General Office TSF 766.000 2337 24 Medical Office TSF 15.310 2337 25 R & D TSF 21.930 2337 26 Industrial TSF 100.000 2338 10 General Commercial TSF 96.000 2338 13 Restaurant TSF 21.390 2338 15 Fast Food Restaurant TSF 11.910 2338 23 General Office TSF 1,123.113 2338 25 R & D TSF 280.000 2338 26 Industrial TSF 150.000 2339 23 General Office TSF 382.070 2340 7 ' Hotel ROOM 164.000 2340 10 General Commercial TSF 89.910 2340 13 Restaurant TSF 30.090 2340 23 General Office TSF 756.640 2341 7 Hotel ROOM 471.000 2341 13 Restaurant TSF 8.900 2341 18 Health Club TSF 7.100 2341 23 General Office TSF 393.050 2341 37 Youth Ctr/Service TSF 10.900 2381 2 Res -Medium (SFA) DU 281.000 2393 1 Res -Low (SFD) , DU 198.000 2399 26 Industrial TSF 5.000 2401 1 Res -Low (SFD) _ DU 462.000 Saturday, November 22, 2003 Page 1 of 9 R17 Analysts Year. 2040 Runfd: 8005 Land Use., FGPO4 Network: B003 Reference Number. 00460 Buffd Dele: 11/18/2003 Build 77me: 9:00:00 PM Modeler 'Media Whiteman XTr AM TAZ llDd UK C0d1 M"Um wh QIIIII" 2401 2 Res -Medium (SFA) OU 270.000 2401 3 Apartment DU 23.000 2401 6 Motel ROOM 90.000 2401 10 General Commercial TSF 35.940 2401 13 Restaurant TSF 13.190 2401 15 Fast Food Restaurant TSF 0.900 2402 2 Rea -Medium (SFA) DU 766.000 2402 3 Apartment OU 626.000 2402 4 Elderly Residential DU 1148.000 2402 5 Mobile Home DU 294.000 2402 10 General Commercial TSF 54.410 2402 23 General Office TSF 296.910 2402 24 Medical Office TSF 101.230 2402 25 R & D TSF 425.670 2402 26 Industrial TSF 464.602 2402 27 Mlni-StoragelWerehouse TSF 3.330 2402 29 Elementary/Private School STU 622.000 2402 35 Nursing/Conv. Home BEDS 228.000 2402 38 Park ACRE 0.170 2403 2 Res -Medium (SFA) OU 771.000 2403 3 Apartment DU 142.000 2403 10 General Commercial TSF 17.760 2403 23 General Office TSF 76.820 2403 24 Medical Office TSF 309.320 2403 26 Industrial TSF 298.120 2403 28 Pre-school/Day Care TSF 7.770 2403 34 Hospital BED 1,265.000 2403 35 Nuraing/Conv. Home BEDS 385.000 2404 1 Res -Low (SFD) DU 454.000 2404 2 Rea -Medium (SFA) DU 1,329.600 2404 3 Apartment DU 54.000 2404 10 General Commercial TSF 10.800 2404 13 Restaurant TSF 8.400 2404 15 Fast Food Restaurant TSF 2.700 2404 38 Park ACRE 15.980 2405 1 Res -Low (SFD) DU 380.000 2405 2 Res -Medium (SFA) OU 1,978.000 2405 3 Apartment DU 81000 2405 6 Motel ROOM 19.000 2405 7 Hotel ROOM 22.000 Saturday, November22, 2003 Page 2 of 9 r 1 Analysis Year. 2040 Reference Number. 00460 Runld., BO05 Build Date: 11/18/2003 Land Use: FGP04 Build Tlme: 9:00:00 PM Network: BO03 Modeler. Media Whiteman KTAM TAZ land UN Cade Osamu Units QUM" 2405 10 General Commercial TSF 626.300 2405 11 Comm./Recreation ACRE 0.850 2405 13 Restaurant TSF 166.350 2405 15 Fast Food Restaurant TSF 22.290 2405 21 Theater SEAT 685.000 2405 23 General Office TSF 387.330 2405 24 Medical Office TSF 2.240 2405 26 Industrial TSF 38.000 2405 36 Church TSF 26,010 2405 37 Youth CtriService TSF 10.650 2406 1 Res -Low (SFD) DU 1,040.000 2406 2 Res -Medium (SFA) DU 102.000 2406 3 Apartment DU 26,000 2407 1 Res -Low (SFD) DU 891.000 2407 2 Res -Medium (SFA) DU 392.000 2407 3 Apartment DU 67.000 2407 6 Motel ROOM 117.00D 2407 10 General Commercial TSF 252.540 2407 13 Restaurant TSF 57.660 2407 15 Fast Food Restaurant TSF 7.090 2407 16 Auto DealariSoles TSF 21.170 2407 18 Health Cldb TSF 4.000 2407 21 Theater SEAT 90.000 2407 23 General Office TSF 419.550 2407 24 Medical Office TSF 11.290 2407 29 Elementary/Pdvate School STU 436.000 2407 33 Post Office TSF 9.900 2407 37 Youth Ctr/Service TSF 0.900 2407 38 Park ACRE 3.030 2408 1 Res -Low (SFD) DU 315.000 2408 2 Res -Medium (SFA) DU 235.000 2408 10 General Commercial TSF 8.360 2408 15 Fast Food Restaurant TSF 1.670 2408 16 Auto Dealer/Sales TSF 11.360 2408 23 General Office TSF 17.630 2408 24 Medical Office TSF 12.000 2408 30 Junior/High School STU 2,184.000 2408 35 Nursing/Conv. Home BEDS 68.000 2408 36 Church TSF 59.680 2408 37 Youth Ctr/Service TSF 13.370 Saturday, November 22, 2003 Page 3 of 9 Q I_1 Analysis Year. 2040 Runld; BOOS Land Use: FGP04 Network; B003 Reference Number. 00460 Build Date; 11/18/2003 Build 7/me; 9:00:00 PM Modeler. Media Whiteman DUAM TAZ LIN UN Code IaalAUon 8" 41m" 2408 38 Park ACRE 0.400 2409 1 Res -Low (SFD) DU 257.000 2409 3 Apartment DU 188.000 2409 7 Hotel ROOM 140,000 2409 10 General Commercial TSF 390.690 2409 13 Restaurant TSF 107.280 2409 15 Fast Food Restaurant TSF 10.860 2409 16 Auto Dealer/Sales TSF 8.580 2409 17 Yacht Club TSF 2.250 240D 19 Tennis Club CRT 1.000 2409 20 Marine SLIP 130.000 2409 23 General Office TSF 198.450 2409 24 Medical Office TSF 29.480 2409 37 Youth Ctr/Service TSF 22.310 2410 1 Res -Low (SFD) DU 1,270.000 2410 2 Rea-Medlum (SFA) DU 1.485.000 2410 3 Apartment DU 396.000 2410 5 Mobile Home DU 58.000 2410 6 Motel ROOM 26.000 2410 7 Hotel ROOM 34.000 2410 10 General Ccmmercial TSF 142.550 2410 11 Comm./Re;reation ACRE 4.250 2410 13 Restaurant TSF 71.480 2410 15 Fast Food Restaurant TSF 17.100 2410 17 Yacht Club TSF 0.500 2410 19 Tennis Club CRT 2.000 2410 20 Marine SLIP 72.000 2410 21 Theater SEAT 350.000 2410 23 General Office TSF 86.550 2410 24 MedicalOffioe TSF 2.710 2410 28 Pre-school/Day Care TSF 13.440 2410 29 Elementary/Private School STU 389.000 2410 32 Library TSF 4.800 2410 33 Post Office TSF 1.70D 2410 36 Church TSF 12.050 2410 37 Youth CU/Service TSF 22.370 2410 38 Park ACRE 2.030 2411 1 Res -Low (SFD) DU 246.000 2411 2 Res -Medium (SFA) DU 263.000 2411 3 Apartment DU 520.000 Saturday, November 22, 2003 Page 4 of 9 R20 r, Analysis Year. 2040 Reference Number., 00460 Runld: BO05 Build Date: 11/18/2003 Land Use., FGP04 Build Time: 9:00:00 PM Network., B003 Modeler. Media Whiteman DCTAM TAZ Land Use Code DesAft nu puenM 2411 10 General Commercial TSF 117.440 2411 13 Restaurant TSF 41.550 2411 16 Auto Dealer/Sales TSF 17.420 2411 17 Yacht Club TSF 8.290 2411 20 Marina SLIP 352.000 2411 23 General Of ee TSF 12.000 2411 26 Industrial TSF 5.040 2411 38 Park ACRE 0.780 2412 1 Res -Low (SFD) DU 43.000 2412 2 Res-Medlum (SFA) DU 3,119.000 2412 6 Motel ROOM 4.000 2412 10 General Commercial TSF 73.070 2412 13 Restaurant TSF 16.550 2412 15 Fast Food Restaurant TSF 5.430 2412 23 GeneralOfBce TSF 18.370 2412 24 Medical Office TSF 2.750 2412 33 Post Office TSF 1.900 2412 36 Church TSF 3.000 2412 38 Park ACRE 1.620 2413 1 Res-Low(SFD) DU 552.000 2413 2 Res -Medium (SFA) DU 1,131.000 2413 3 Apartment DU 152.000 2413 10 General Commercial TSF 142.470 2413 13 Restaurant TSF 13.990 2413 15 Fast Food Restaurant TSF 4.770 2413 17 Yacht Club TSF 62.020 2413 18 Health Club TSF 0.650 2413 20 Marina SLIP 283.000 2413 21 Theater SEAT 500.000 2413 23 General Office TSF 223.420 2413 24 Medical Office TSF 5.160 2413 29 Elementary/Private School STU 12.030 2413 38 Park ACRE 9.030 2414 1 Res -Low (SFD) DU 210.000 2414 2 Res -Medium (SFA) DU 1,539.000 2414 3 Apartment DU 6.000 2414 10 General Commercial TSF 114.620 2414 13 Restaurant TSF 29.270 2414 15 Fast Food Restaurant TSF 1.950 2414 18 Health Club TSF 1.080 Saturday, November 22, 2003 Page 5 of 9 'R2' Analysis Year. 2040 Runld: BO05 Land Use: FGP04 Network: BO03 Reference Number: 00460 Build Date: 11118/2003 Bulld Time: 9:00:00 PM Modeler. Madle Whiteman KTAM TAZ UM Un Coda am NOW 2414 23 General Office TSF 44.370 2414 24 Medical Office TSF 0.600 2414 32 Library TSF 3.800 2414 33 Post Office TSF 5.000 2414 36 Church TSF 12.340 2415 1 Res-Low(SFD) DU 507.000 2416 2 Res -Medium (SFA) DU 414.000 2415 3 Apartment DU 96.000 2415 10 General Commercial TSF 167.250 2416 13 Restaurant TSF 26.370 2415 15 Fast Food Restaurant TSF 3.310 2415 23 General Office TSF 52.720 2415 24 Medical Office TSF 4.390 2416 38 Park ACRE 3.590 2416 1 Res.Low(SFD) DU 448.000 2416 2 Res -Medium (SFA) DU 366.000 2416 3 Apartment OU 120.000 2416 10 General Commercial TSF 70.790 2416 29 Elementary/Pdvale School STU 790.000 2416 37 Youth Cb/Service TSF 6.650 2417 1 Res -Low (SFD) DU 389.000 2417 4 Elderly Residential DU 100.000 2417 18 Health Club TSF 1.000 2417 37 Youth CU/Service TSF 24.070 2418 1 Res-Low(SFD) OU 1,515.000 2418 2 Res -Medium (SFA) DU 60.000 2418 3 Apartment DU 1.797.000 2418 10 General Commercial TSF 176.530 2418 13 Restaurant TSF 4.370 2418 15 Fast Food Restaurant TSF 3.000 2418 23 General Office TSF 343.470 2418 24 Medical Office TSF 43.220 2418 29 Elementary/Pdvate School STU 636.000 2418 32 Library TSF 6.240 2418 36 Church TSF 64.100 2418 37 Youth Cu/Service TSF 18.230 2418 38 Park ACRE 4.000 2419 1 Res,Low (SFD) DU 442.000 2419 2 Res -Medium (SFA) DU 33.000 2419 18 Health Club TSF 60.330 Saturday, November 22. 2003 Page 6 of 9 lkZZ Analysis Year. 2040 Runid: B005 Land Use: FGF04 Network: B003 Reference Number. 00460 Build Date: 11/18/2003 Build Time: 9:00:00 PM Modeler. Media Whiteman OCTAM TAZ Land Use Code OeaMptlon Ms QUOILRY 2419 23 General Office TSF 67.950 2419 36 Church TSF 8.730 2419 39 Regional Park ACRE 45.910 2420 1 Res -Low (SFD) DU 145.000 2420 2 Res -Medium (SFA) DU 88.000 2420 7 Hotel ROOM 300.000 2420 10 General Commercial TSF 35.000 2420 13 Restaurant TSF 8.000 2420 23 General Office TSF 660.000 2420 38 Park ACRE 3.330 P421 2 Res -Medium (SFA) DU 145.000 2421 10 General Commercial TSF 78.230 2421 19 Tennis Club CRT 19.000 2421 23 General Office TSF 11.660 2421 29 Elementary/Private School STU 320.000 2422 2 Res -Medium (SPA) DU 792.000 2422 3 Apartment DU 1,410.000 2422 28 Pre-school/Day Care TSF 6.450 2422 29 Elementary/Private School STU 294.000 2422 30 Junior/High School STU 1,801.000 2422 36 Church TSF 34.96D 2422 37 Youth Ctr/Service TSF 34.970 2422 38 Park ACRE 8.000 2423 2 Res -Medium (SPA) DU 212.000 2423 5 Mobile Home DU 397.000 2423 7 Hotel ROOM 764.000 2423 10 General Commercial TSF 60.630 2423 13 Restaurant TSF 102.120 2423 19 Tennis Club CRT 16.000 2423 20 Marina SLIP 218.000 2423 22 Newport Dunes ACRE 64.000 2423 23 General Office TSF 36.310 2423 37 Youth Ctr/Service TSF 2.690 2423 40 Golf Course ACRE 2.000 2424 2 Res -Medium (SPA) DU 664.000 2424 7 Hotel ROOM 611.000 2424 10 General Commercial TSF 116.370 2424 13 Restaurant .TSF 13.100 2424 16 Auto Dealer/Sales TSF 8.710 2424 19 Tennis Club CRT 22.000 Saturday, November 22, 2003 Page 7 of 9 'RZ-3 ,11 Analysts Year. 2040 Runld: 8O05 Lend Use: FGP04 Network: 8003 Reference Number. 00460 Butld Dote: 11/18/2003 Build lime: 9:00:00 PM Modeler. Media Whiteman XTAM TAZ LIN ON Code Ma r4tbn go I IMM 2424 23 General Office TSF 1,008.430 2424 31 Culluralll.eaming Center TSF 40.000 2424 40 Golf Course ACRE 99.440 2425 7 Hotel ROOM 425.000 2425 9 Regional Commercial TSF 1,633.850 2425 13 Restaurant TSF 21.700 2425 21 Theater SEAT 1,700.000 2425 23 General Office TSF 955.030 2426 10 General Commercial TSF 112.870 2426 13 Restaurant TSF 14,100 2426 18 Health Club TSF 16,130 2426 21 Theater SEAT 2,150.000 2426 23 GeneralOfnce TSF 851.620 2426 32 Library TSF 65,000 2427 23 General Office TSF 468.640 2427 24 Medical Office TSF 351.950 2428 1 Res -Low (SFD) DU 1,686.000 2428 2 Res -Medium (SFA) DU 208.000 2428 3 Apartment DU 736:000 2428 10 General Commercial TSF 35,000 2428 13 Restaurant TSF 6.350 2428 25 R & D TSF 81,730 2428 27 Mini-Storage/Warehouse TSF 196.420 2428 29 Elementary/Pdvale School STU 52.000' 2428 33 Post Office TSF 55.200 2428 36 Church TSF 100.280 2428 38 Park ACRE 14.230 2429 3 Apartment DU 300.000 2429 16 Auto Dealer/Sales TSF 209.750 2430 1 Res -Low (SFD) DU 001.000 2430 2 Rea -Medium (SFA) DU 331.000 2431 1 Res -Low (SFD) DU 460.000 2431 38 Park ACRE 2.000 2432 1 Res -Low (SFD) DU 264.000 2432 2 Res -Medium (SFA) DU 369.000 2432 3 Apartment DU 153.000 2432 10 General Commercial TSF 2.300 2432 40 Golf Course ACRE 181.200 2433 1 Res -Low (SFD) DU 296,000 2433 2 Res -Medium (SFA) DU 125.000 11I II I 11 11 I II II Saturday, November 22, 2003 Page 8 of 9 R2�! I Analysis Year. 2040 Runld: BO05 Land Use: FGP04 Network., B003 I it I11 I If I I Reference Number. 00460 Build Date: 11/18/2003 Build Time: 9:00:0D PM Modeler. Madle Whiteman OCTAM TAZ land Use Code Ueecripuee Ulits QUM" 2433 3 Apartment DU 1,100.000 2433 28 Pre-school/Day Care TSF 7.320 2433 36 Church TSF 26.010 2435 1 Res -Low (SFD) DU 1,055.000 2435 3 Apartment DU 388.000 2435 28 Pre-schooVDay Care TSF 8.400 2435 29 Elementary/Private School STU 498.000 2435 38 Park ACRE 23.960 2436 1 Res -Low (SFD) DU 560.000 2436 2 Res -Medium (SFA) DU 187.000 2436 10 General Commercial TSF 96.540 2436 23 General Office TSF 12.900 2436 38 Park ACRE 0.950 2437 1 Res -Low (SFD) DU 207.000 2437 2 Res -Medium (SFA) DU 67.000 2437 3 Apartment DU 160.000 2437 4 Elderly Residential DU 100.000 2437 10 General Commercial TSF 71.080 2437 23 General Office TSF 9.750 2437 28 Pre-school/Day Care TSF 13.390 2437 29 Elementary/Private School STU 406.000 2437 30 Junior/High School STU 780.000 2437 36 Church TSF 120.050 2444 1 Res -Low (SFD) DU 142.000 2444 38 Park ACRE 0:780 2445 1 Res -Low (SFD) DU 178.000 2445 38 Park ACRE 1.030 Saturday, November 22, 2003 - Page 9 of 9 R.2S Study Area Land Use for City of Newport Beach Analysts Year. 2040 Runld., BOOS Land Use., FGPO4 Network., B003 Reference Number. 00460 Build Date: 11/18/2003 Build Time., 9:00:00 PM Modeler Media Whiteman UN UN COIN MOM wh Qum* 1 Res -Low (SFD) DU 15,213.000 2 Res -Medium (SPA) DU 17,722.500 3 Apartment DU 8,468.000 4 Elderly Residential DU 348.000 5 Mobile Home DU 749.000 6 Motel ROOM 256.000 7 Hotel ROOM 3.270.000 9 Regional Commercial TSF 1,633.850 10 General Commercial TSF 3,692.980 11 Comm./Recreation ACRE 5.100 13 Restaurant TSF 859.800 15 Fast Food Restaurant TSF 94:540 16 Auto Dealer/Sales TSF 323.290 17 Yacht Club TSF 73.060 18 Health Club TSF 108.070 19 Tennis Club CRT 60.000 20 Marine SLIP 1.055.000 21 Theater SEAT 5,475.000 22 Newport Dunes ACRE 64,000 23 General Office TSF 12,153.473 24 Medical Office TSF 895A20 25 R & D TSF 809.330 26 Industrial TSF 1,060,762 27 MlntSlordgelWarehouse TSF 199.750 28 Pre-schoollDay Care TSF 56.770 29 Elementary/Private School STU 4,455.030 30 Junior/High School STU 4,765.000 31 CulluratiLeaming Center TSF 40.000 32 Library TSF 78.840 33 Post Office TSF 73.700 34 Hospital BED 1.265.000 35 Nursing/Conv. Home BEDS 661.000 36 Church TSF 467,210 37 Youth Ctr/Service TSF 166.310 38 Park ACRE 94.910 39 Regional Park ACRE 45,910 40 Golf Course ACRE 298.330 Saturday, November 22, 2003 Page 1 of 1 R2co I J r i APPENDIX S r GENERAL PLAN BUILDOUT SOCIOECONOMIC DATA (SED) I I I I I SED From Land Use by NBTM Toz Analysis Year. 2040 Reference Number. 00460 Runid: B004 Build Date: 10123/2003 Lend Use: fgp03 Build Time: 5:00:00 PM Network: B003 Modeler. Media Whiteman i 11 I I11 I II I DCCUplod M Wded Single Mull] llon Femly RM DIDUP El"k Resadent Dweling going Quertere Employed Retell Sersloe MW School WWII OTM TAZ Usits UnN Popdethm Pep*ft 1111080 Employees Employees Employees ROOM Enrollment 1373 73 46 219 1374 73 46 219 1375 113 69 329 1376 116 74 350 1377 167 106 503 1378 189 120 569 1379 41 157 859 1380 19 71 390 1381 26 100 545 1382 38 146 790 1383 25 95 517 1384 69 30 176 1385 31 377 167 1386 27 103 561 1387 22 83 45i 1388 223 10 33 1389 93 105 542 1390 17 66 360 1391 11 44 239 1392 29 117 395 1393 105 10 10 1395 250 193 104 1396 69 266 1,464 1397 19 74 406 1398 10 37 203 1399 12 47 259 1400 7 28 153 _ 1401 10 39 217. 1402 5 21 113 1403 114 772 1,182 1404 51 196 1,069 1405 341 327 1,725 1! Thursday, October 23, 2003 Q Page 1 of 5 J-5 Analysis Year. 204D Runld: Bo04 Lend Use: fgp03 Network: Bo03 Reference Number: 00460 Build Data: 10123/2003 Build Time: 5:00:00 PM Modeler. Media Whiteman IMTM TAZ Oca�pfad FM* ftft Mh UCCIq�d MWtl FM* his" Ilnitt hoop 4w"M MOM Hp*M 6n"M Reft b I" F1nMM Somth DIPWM M En1pW M U /" idNtol itYOU N* Nift t I*/0" BMW 1406 227 675 1407 77 70 317 1408 138 344 220 3 21 4 1409 187 629 1,707 1410 84 201 125 2 1 1411 4 10 0 1412 57 143 91 1 9 2 1413 31 75 47 44 210 167 1415 145 363 233 3 29 13 1416 188 470 301 4 28 6 1417 53 133 85 1 8 2 1418 56 140 90 1 8 2 1419 164 411 263 3 25 5 1420 442 1,104 707 9 66 13 1421 110 391 981 697 373 265 709 636 1422 466 1,164 745 9 70 14 1423 253 632 404 61 168 8 1424 1,373 2,334 1,785 27 14 1425 18 78 341 1426 113 283 181 2 49 43 1427 299 223 68 1,352 814 48 251 473 2,184 1428 244 144 858 678 683 484 312 1429 623 68 1,683 1,089 13 105 87 436 1430 29 71 46 560 283 800 1431 34 58 44 39D 98 425 1432 195 368 1,364 862 158 180 379 1433 228 270 723 315 14 171 807 1434 639 95 1,629 959 110 2,515 3,841 1435 65 27 225 143 49 12 10 1436 1,309 169 2,837 1,685 17 164 160 1437 10 1438 7 26 249 622 1439 441 59 970 406 136 621 2,050 1440 267 641 400 5 3 Thursday, October 23, 2003 Page 2 of 5 Sy I I II I II 1, II If II 11 1, It I I Il I Analysis Year. 2040 Reference Number. 00460 Runld: Bo04 Build Date: 10/2312003 Land Use: fgp03 Build Time: 5:00:00 PM Network: Bo03 Modeler. Media Whiteman OCCUpied OCCupied MUrd NCn- File Fancy "M ftfth Resident INNI INIR Quarters 04fted RM Service GNP Sehod I11iY/9*911 NUM TAZ chits• NU PepuWUcn PWOUsn RUNS* PRWyees BOY111es ftWyeea Stvdeuts Fiu'sMM 1441 439 278 1,750 1,115 116 159 45 1442 41 203 590 370 1 14 3 1443 119 384 1,182 755 2 29 7 1444 89 474 1,360 853 2 23 7 1445 125 458 1,237 537 3 28 8 1446 118 227 839 529 2 24 6 1447 79 374 959 415 2 19 6 1448 78 93 367 162 50 25 39 1449 86 180 77 128 22 64 1450 146 305 131 134 39 112 1451 20 104 259 113 169 41 58 1452 11 23 10 248 97 264 1453 204 107 352 1454 37 155 406 176 361 116 295 1455 3 363 768 329 193 25 102 1456 936 115 2,292 1,037 19 143 29 1457 196 573 1,578 687 36 290 94 389 1458 329 771 2,282 1,008 50 102 99 1459 8 180 371 164 390 153 228 1460 609 221 1,785 803 14 96 24 1461 193 237 921 406 97 61 99 1462 29 63 29 1 4 1 1463 468 796 374 253 33 49 1464 39 2,807 5,980 2,565 173 103 104 1465 377 830 377 179 25 120 1466 201 483 302 346 864 437 1467 1,126 1,914 1,463 23 11 1468 48 320 1469 966 2,169 1,406 342 359 2,095 1470 138 331 207 161 22 76 1471 437 1,093 699 9 67 13 1472 315 63 210 1473 285 485 371 6 3 1474 1,602 897 5,667 3,768 110 273 66 [1 Thursday, October 23, 2003 Page 3 of 5 SS Analysis Year. 2040 Runld: 8004 Land Use: fgp03 Network: Bo03 Reference Number. 00460 Build Dale: 10/23/2003 Build Tlmo: 5:00:00 PM Modeler. Media Whiteman so WU I* Fx* FM* a" EIt1Uftk low No" lwft Uum Uf♦Ibied Alit 31"M 1UW ilhlll INC" MMIAZ RM M Pepkft Po *UM A1eI MU Fnftln EMMM FOWN iUMU WANK 1475 6 388 574 62 1476 216 518 323 4 2 1477 475 1,188 760 10 71 14 1478 48 114 71 1 0 1479 96 51 363 230 2 15 3 1480 213 458 304 4 2 1481 96 173 655 413 6 18 5 1482 135 110 553 367 21 131 5 1483 20 50 32 0 3 1 1484 203 869 2,548 1485 1,716 478 609 1486 233 559 349 335 542 2,240 1487 66 157 98 102 727 343 1488 116 278 174 2 1 1489 217 620 325 9 5 3 1490 14 52 285 1491 150 1,003 1,468 1492 131 284 1,137 1493 48 184 1,006 1494 189 214 84 1495 374 33 894 404 99 300 504 1496 66 367 861 383 1 17 7 12 1497 129 236 761 337 3 24 6 1498 198 56 536 244 160 57 82 1499 130 285 130 3 19 4 1500 169 423 271 3 26 5 1501 57 707 1,610 693 194 74 122 1502 167 352 151 186 40 99 1503 47 98 42 87 14 24 1504 515 1,236 772 163 43 58 1505 45 756 1,927 1,206 128 75 121 1506 155 197 855 642 3 27 7 1507 135 337 216 3 21 4 1508 217 228 1,009 666 4 78 127 790 Thursday, October 23, 2003 Page 4 of 5 Ste r Analysis Year. 2040 Runld: Bo04 Land Use: fgp03 Network: 8003 I I II 1 II I 11 r I L t I Reference Number. 00460 Build Date: 10/23/2003 Build Time: 5:00:00 PM Modeler. Madle Whiteman OCCnphtd Occupied Slnple Mufti N' FN* Feely Grp@ Ffem %h Reddest Iwelinp 1weirl0 41WM [018yed Real Service MW School ih COlepe RBMTAZ M M POPulaUM PopudIUen Resident fiRMBes Employees EMPWPes SWdent FNolont 1510 190 475 304 4 29 6 1511 19 48 30 128 16 13 1512 234 561 351 5 2 1513 331 100 967 554 7 221 10 1514 39 97 62 1 6 1 1515 369 627 479 66 4 1516 164 293 120 72 89 1517 152 258 198 129 139 248 1,186 Isis 419 64 1,200 766 8 65 13 1519 451 1,128 722 9 76 14 1520 197 492 315 4 29 6 1521 551 1,378 882 11 88 91 498 1522 113 114 556 352 178 42 54 1525 1,045 1,777 1,359 21 10 1526 276 689 441 6 41 8 1527 119 285 178 2 1 1528 72 26 1618 6 14 9 0 1 0 IThursday, October 23, 2003 Page 5 of 5 S1 11 SED From Land Use by OCTAM Toz 11 Analysis Year. 2040 Reference Number.,00460 Runld: B004 Buid Date: 10/2312003 Land Use: fgP03 Build 71me: 5:00:00 PM Network., Bo03 Modeler. Media Whiteman RCOW brim no Mu Ib1 IMflilQ Dwailp Qli KIM [llpw New 611"be oft icboll 1*3111p1 QUAMTAZ RM Mutt PI *UM MIMUM Aepld N EIMWIIe 611pb M Em MIS SUMM MIIIIIW 2327 81 80 317 2336 776 1,512 6,026 2337 730 460 2,187 2338 392 749 3,469 2339 45 172 939 2340 338 634 1,963 2341 114 772 1,182 2381 267 641 400 5 3 2393 188 470 301 4 28 6 2399 10 2401 439 278 1,750 1,115 116 159 45 2402 1,750 228 3,807 2,181 160 811 2,459 622 2403 867 365 2,352 1,274 124 2,686 4,646 2404 431 1,314 4,197 2,651 56 103 34 2405 342 11787 4,503 1,950 1,492 620 1,291 2406 936 116 2,292 1,037 19 143 29 2407 846 436 3,118 11996 731 567 1,266 436 2408 299 223 68 1,352 814 48 261 473 2,184 2409 244 179 914 623 1,073 582 738 2410 1,143 1,745 6,016 2,662 490 641 444 369 2411 221 705 1,780 809 350 98 148 2412 39 2,807 5,980 2,665 173 103 104 2413 497 1,155 3,463 1,522 381 405 657 12 2414 200 1,468 4,017 2,620 294 145 186 2415 466 459 1,933 861 351 140 191 2416 426 462 2,092 1,351 136 127 149 790 2417 370 100 1,064 616 8 226 11 2418 1,439 1,764 6,637 4,608 418 732 1,144 636 2419 420 31 1,125 719 53 280 189 2420 138 84 645 346 189 652 1,771 2421 138 331 207 161 22 124 320 2422 2,092 4,083 2,870 365 370 2,095 II Thursday, October 23, 2003 Pagel of 2 M- Analysis Year. Runid: Land Use: Network., 2040 Reference Number 00460 Bo04 Build Date: 10/23/2003 fgp03 Build 71me: 5:00:00 PM Bo03 Modeler. Media Whiteman Occupied Oecup(ed SWMW MUM Mon' FH* EM W Group HIMAh RUMMIt OweteO OweitO Qasrters Empbyed Retel SBIMM M V kftd Udv/Colepe OCTAMTAZ Udts UnD PopulaUM Popdetion Residents Empi US EMM8118 BMWOU Students Em bw 2423 579 1,313 679 525 878 557 2424 631 1,514 946 459 1,330 2,872 2425 1,919 1,367 3,157 2426 368 682 2,227 P427 150 1,003 1,468 2428 1,602 897 5,667 3,768 116 661 640 52 2429 285 485 371 315 69 213 2430 571 314 2,182 1,385 11 92 20 2431 437 1,093 699 9 67 13 2432 251 496 1,715 1,116 27 157 13 2433 281 1,164 2,765 1,987 6 138 46 2435 1,002 369 3,132 2,083 20 231 108 498 2436 532 178 1,756 1,118 186 107 67 2437 197 316 1,043 633 133 241 343 1,186 2444 135 337 216 3 21 4 2445 169 423 271 3 26 5 Thursday, October 23, 2003 Page 2 of 2 Sa SED from Land Use for City of Newport Beach Analysis Year. 2040 Reference Number 00460 Runid: Bo04 Build Date: 10/23/2003 Land Use: fgp03 Build 7/me: 6:00:00 PM Network: B003 Modeler, Marie Whiteman mo- FM* N* F�nly 111 tg soup WO/O ROW %I" am 4 "PI Mpot W Aotd =wit BW ichM Oft/MP MM F*lk an Pap*ft Rafth fto M EMOOa Boom students Carol Mt 14,250 25,453 661 87,886 51,268 13,552 21,137 44,327 9,220 Thursday, October 23, 2003 Page 1 of 1 510 Supplemental SED by NBTIN Taz Analysis Year. 2040 Runld: B004 Land Use: fgp03 Network: Bo03 Reference Number. 00460 Build Date: 10123/2003 Build Time: 5:00:00 PM Modeler. Maria Whiteman Occuphd Occuphd *01B MUUJ Bon' FN* Faaiy Sroup Ehm/0yh Resident Dwaing DwaInp Quarters HMbyed Retai Service Other School Udv/totepe STMTAZ Duffs Urns PepohUon Popuhthn ReddeM Employees Eohyees Enhyees RAW DU'*eet 1394 0 0 0 0 0 80 327 242 0 0 1414 74 21 3 286 140 2 60 68 9 1523 134 128 5 454 226 0 121 65 0 1524 134 128 5 454 226 0 121 65 0 1529 152 372 13 1,377 684 2 12 61 411 1530 0 0 0 0 0 0 0 0 0 0 1531 197 212 9 905 557 83 69 45 0 1532 0 0 0 0 0 0 0 0 0 0 1534 141 151 7 728 320 0 26 18 0 1535 152 372 13 1,377 694 2 12 61 411 1536 89 108 5 493 217 88 13 60 0 1537 89 108 5 493 217 88 13 60 0 1538 139 0 3 344 151 0 0 7 0 1539 168 0 4 415 183 0 0 81 0 1640 0 0 0 0 0 0 587 0 0 0 1541 142 0 4 415 182 0 6 26 0 1542 0 0 0 0 0 0 0 4 0 0 1543 0 0 0 0 0 5 0 249 0 0 1644 398 0 8 854 473 0 0 41 0 1545 112 0 2 238 132 0 0 0 0 1546 0 0 0 0 0 5 0 249 0 0 1547 141 151 7 728 320 0 26 18 0 1548 141 151 7 728 320 0 26 18 0 1549 141 161 7 728 320 0 26 18 0 1550 167 0 4 428 231 0 0 0 0 1551 74 0 1 158 88 0 0 0 0 1552 0 0 0 0 0 0 0 0 0 0 1553 110 0 2 235 131 0 0 0 0 1554 60 0 1 128 71 0 26 63 0 1555 60 0 1 128 71 0 26 63 0 1556 85 12 2 202 123 7 0 0 0 1557 85 12 2 202 123 7 0 0 0 Thursday, October 23, 2003 Page 1 of 2 SU Analysts Year. 2040 Runld• B004 Lend Use: fgP03 Network: Bo03 Reference Number. 00460 Build Dale: 10123/2003 Build Time: 5:00:00 PM Modeler. Marie Whiteman MW NO* up MU W FM* FM* OW Ekt /0 IttMbet K"" Iwo" Q a"M awed MM. tomm OUW idl,tl NW/Cubit ONTAZ M M PWAUM PM*UM RUftb Etlplt IM EONdM E1npb M tb t,ts Enrtrpttt 1558 64 56 2 254 155 0 0 1 0 1559 64 56 2 254 155 0 0 1 0 Thursday, October23, 2003 Page 2 of 2 S I2. Supplemental SED by OCTAM Taz Analysis Year. 2040 Reference Number. 00460 Runld: Bo04 Build Date: 10123/2003 Land Use: fgp03 Build Time: 5:00:00 PM Network Bo03 Modeler. Media Whiteman Occupied Occupied mule Mulu NOF Fseiy Fw * Oraup Elem/ilph BMW OweminO Bobo Quarters BOW Bad Service Other School UW/C*98 OCTAMTAZ M Units Population PopulaUon Residents Employees Employees Employees Students Enrolment 2336 0 0 0 0 0 80 327 242 0 0 2375 0 0 0 0 0 0 0 0 0 0 2377 0 0 0 0 0 0 0 0 0 0 2378 167 0 4 428 231 0 0 0 0 2399 128 112 4 508 310 0 0 2 0 2400 170 24 4 404 246 14 0 0 0 2414 197 212 9 905 557 83 69 45 0 2419 74 21 3 286 140 2 60 68 9 2434 268 256 10 908 452 0 242 130 0 2438 304 744 26 2,764 1,368 4 24 122 822 2439 178 216 10 986 434 176 26 120 0 2440 564 604 28 2,912 1,280 0 104 72 0 2441 0 0 0 0 0 0 587 0 0 0 2442 139 0 3 344 151 0 0 7 0 2443 168 0 4 415 183 0 0 81 0 2445 142 0 4 415 182 0 6 26 0 2446 0 0 0 0 0 0 0 4 0 0 2447 0 0 0 0 0 10 0 498 0 0 2781 0 0 0 0 0 0 0 0 0 0 2782 112 0 2 238 132 0 0 0 0 2783 74 0 1 158 88 0 0 0 0 2784 110 0 2 235 131 0 0 0 0 2785 120 0 2 256 142 0 52 126 0 2786 398 0 8 854 473 0 0 41 0 Thursday, October 23, 2003 Page 1 of -1 S13 r Supplemental SED for City of Newport Beach Analysis Year. 2040 Reference Number. 00460 Runid: B004 Build Date: 10/2312003 Land Use: fgp03 Build 77me: 6:00:00 PM Network: Bo03 Modeler. Media Whiteman M MOO no AID- A1dw % N wh 0"Ps Enp "M Anti Umite tl W km 1*/9" I M "M Pepei M Aeeftb EnpWM Eelpby m boom stelteete hrobW 3,313 2,189 124 13,006 6,500 369 1,497 1,564 831 0 ' I Thursday, October 23, 2003 Page 1 of 1 SIA I i I 11 u 1 1 1 I II II �I L II II Final SED by NBTM Taz Analysts Year. 2040 Reference Number. 00460 Runld: BD04 Build Date: 1012312003 Land Use: fgp03 Build Time: 5:00:00 PM Network: Bo03 Modeler. Madie Whiteman Occupied Occupied SbOle MuM k° Fssdy Fan* a" EbINNiph Realdent RSTM Owalm WON Quarters Emoyed Rad Service Other School Lth/Colepe mdm TAZ IMits oft Pop*ft PopubUm Reddens Empbyees Empbyees Eabyees Students BMW bcome 1373 73 46 219 0 1374 73 46 219 0 1375 113 69 329 0 1376 116 74 350 0 1377 167 106 503 0 1378 189 120 569 0 1379 41 157 859 0 1380 19 71 390 0 1381 26 100 545 0 1382 38 145 790 0 1383 25 95 517 0 1384 69 30 176 0 1385 31 377 157 0 1386 27 103 661 0 1387 22 83 453 0 1388 223 10 33 0 1389 93 105 542 0 1390 17 66 360 0 ' 1391 11 44 239 0 1392 29 117 395 0 1393 105 10 10 0 1394 0 0 0 0 0 80 327 242 0 0 0 1395 250 193 104 0 1396 69 266 1,464 0 1397 19 74 406 0 1398 10 37 203 0 1399 12 47 259 0 1400 7 28 153 0 1401 10 39 212 0 1402 5 21 113 0 1403 114 772 1,182 64,858 1404 51 196 1,069 0 1405 341 327 1,725 0 1406 227 675 0 1407 77 70 317 35,456 II Thursday, October 23, 2003 Page 1 of 6 S15 Analysts Year. 2040' Runtd: B004 Land Use: fgp03 Network: Bo03 Reference Number. 00400 Build Data. 10123/2003 Build Time: 5:00:00 PM Modeler. Media Whiteman OCCUphd OCCU*d Adat MTM Iwo% IWIRM Wrhn Eepbind PAN SWM MW I" I*/CClgNt VAM TAZ Olin Olin ro *UM PONUM Ipld N E1 PW Mt E OWMI El IMIp StYM EAPoIIMIIt MM 1408 138 344 220 3 21 4 59,055 1409 187 629 1,767 59,055 1410 84 201 125 2 1 59,055 1411 4 10 0 35,456 1412 57 143 91 1 9 2 69,055 1413 31 75 47 44 210 167 59,056 1414 74 21 3 286 140 2 60 68 9 118,110 1415 145 363 233 3 29 13 59,055 1416 188 470 301 4 28 6 47,711 1417 53 133 85 1 8 2 59,055 1418 56 140 90 1 8 2 56,251 1419 164 411 263 3 25 5 59,055 1420 442 1,104 707 9 66 13 56,251 1421 110 391 981 697 373 265 709 636 56,251 1422 465 1,164 745 9 70 14 58,251 1423 253 632 404 5 168 8 56,251 1424 1,373 2,334 1,786 27 14 56,251 1425 18 78 341 66,251 1426 113 283 181 2 49 43 56,251 1427 299 223 68 1,352 814 48 251 473 2,184 56,950 1428 244 144 856 578 683 484 312 75,203 1429 623 68 1,683 1,089 13 106 87 436 59,161 1430 29 71 46 660 283 800 59,161 1431 34 58 44 390 98 425 75,203 1432 195 368 1,364 862 158 180 379 69,181 1433 228 270 723 315 14 171 807 44,561 1434 639 95 1,629 959 110 2,515 3,841 44,661 1435 65 27 225 143 49 12 10 56,751 1436 1,309 169 2,837 1,685 17 164 160 39,957 1437 10 53,717 1438 7 26 249 622 39,957 1439 441 59 970 496 136 621 2,050 39,967 1440 267 641 400 5 3 53,009 1441 439 278 1,750 1,115 116 159 45 69,402 1442 41 203 590 370 1 14 3 56,751 1443 119 384 1,182' 755 2 29 7 66,761 1444 89 474 1,360 853 2 23 7 56,761 Thursday, October 23, 2003 Page 2 of 6 Situ II Analysis Year. 2040 Runld: BoD4 Land Use: fgp03 Network: Bo03 Reference Number. OD46D Build Date: 10/2312003 Build Time: 5:00:DD PM Modeler. Media Whiteman Dimupied Dccupbd Fla NOI- Faadly Famly III Group pnaph Reddent WTM IWO&I NORD Quarters Enifted Retd Serebe Other School UW/Celepe Medbn TAZ aft m popubtbn Popubtbn Reddents Fmpbyeaa Employees Employees Studaifts Enrotinent hm 1445 125 458 1,237 537 3 28 8 51,164 1446 118 227 839 529 2 24 6 56,751 1447 79 374 959 415 2 19 6 51,164 1448 78 93 367 162 50 25 39 51,164 1449 86 180 77 128 22 64 51,164 1450 146 305 131 134 39 112 51,164 1451 20 104 259 113 169 41 58 51,164 1452 11 23 10 248 97 254 51,164 1453 204 107 352 51,164 1454 37 155 406 176 361 116 295 51,164 1455 3 363 768 329 193 25 102 51,164 1456 936 115 2,292 1,037 19 143 29 108,828 1457 196 573 1,578 687 36 290 94 389 50,210 1458 329 771 2,282 1,00a 50 102 99 50,210 1459 8 180 371 164 390 153 228 50,210 1460 609 221 1,785 803 14 96 24 50,210 1461 193 237 921 406 97 61 99 94,952 1462 29 63 29 1 4 1 94,952 1463 468 796 374 253 33 49 94,952 1464 39 2,807 51980 2,565 173 103 104 50,408 1465 377 830 377 179 25 120 30,628 1466 201 483 302 346 854 437 30,628 1467 1,126 1,914 1,463 23 11 47,762 1468 48 320 83,948 1469 966 2,169 1,406 342 359 2,095 47,762 1470 138 331 207 161 22 76 83,948 1471 437 1,093 699 9 67 13 102,852 1472 315 63 210 102,289 1473 285 485 371 6 3 102.289 1474 1,602 897 5,667 3,768 110 273 66 54,288 1475 6 388 574 52 54,288 1476 216 518 323 4 2 108,276 1477 475 1,188 760 10 71 14 108,276 1478 48 114 71 1 0 108,276 1479 96 51 363 230 2 15 3 108,276 1480 213 458 3D4 4 2 122.890 1481 96 173 655 413 6 18 5 122,890 Thursday, October 23, 2003 Page 3 of 6 SM Analysts Year. 2040 Runld: Bo04 Land Use: fgp03 Network., Bo03 Reference Number. 00460 Build Date: 10123/2003 Build 7/me: 5:00:00 PM Modeler. Media Whiteman Icp"d Om: w FM* FM* IM fMtl1/ft ROM W ABM Iwo" hill" Qiq M Finpl * AIM 901 foe MW UM 9*/Cft M" TAZ IMM IMdtl fbp* ml MOM NOW Fnpb m EIIp m Fmp m it *U flN dmd film 1482 135 110 553 367 21 131 5 122,890 U83 20 60 32 0 3 1 122,890 1484 203 889 2,648 0 1485 1,716 478 609 0 1486 233 559 349 335 642 2,240 98,026 1487 66 157 98 102 727 343 98,026 1488 116 278 174 2 1 98,026 1489 217 620 325 9 5 3 98,026 1490 14 52 285 98,026 1491 150 1,003 1,468 0 1492 131 284 1,137 0 1493 46 184 1,006 0 1494 189 214 84 0 1495 374 33 894 404 99 300 504 80,785 1496 66 367 861 383 1 17 7 12 80,785 1497 129 236 761 337 3 24 6 58,467 1498 198 56 536 244 160 67 82 58,467 1499 130 285 130 3 19 4 68,467 1500 169 423 271 3 26 5 96,499 1501 57 707 1,610 693 194 74 122 80,785 1502 167 352 151 188 40 99 58,467 1503 47 98 42 87 14 24 80,785 1504 515 1,236 772 163 43 56 51,381 1505 45 756 1,927 1,206 128 75 121 51,381 1506 155 197 855 642 3 27 7 51,381 1607 135 337 216 3 21 4 101,275 1508 217 228 1,009 666 4 78 127 790 82,549 1510 190 476 304 4 29 6 82,649 1511 19 48 30 128 16 13 82,649 1512 234 561 351 5 2 82,649 1513 331 100 967 554 7 221 10 90,519 1514 39 97 62 1 6 1 90,519 1515 369 627 479 66 4 77,926 1516 164 293 120 72 69 75,674 1517 152 268 198 129 139 248 t186 75,674 1518 419 64 1,200 766 8 65 13 148.667 1619 451 1,128 722 9 76 14 77,925 Thursday, October 23,2003 Page 4 of 6 S1V Analysis Year. Runld: Land Use: Network.' 2040 Reference Number. 00460 B004 Build Date: 10/2312003 fgp03 Build Time: 5:00:00 PM BoD3 Modeler. Media Whiteman Occupied Occupied Single MUM Non yn* F„ily pip Elem/Igh Resident DMTM Dwelling Dwelling Quarters Employed Retail Service Other Schod Students WWI Median BultMnent Mawms TAZ IMita IMits Popdation Population Residents Employees FmpbyeeS Emplayees 1520 197 492 315 4 29 6 75,574 1521 551 1,378 882 11 88 91 498 77,925 1522 113 114 556 `352 178 42 54 148,667 1523 134 128 5 454 226 0 121 65 0 138,238 1524 134 128 5 464 226 0 121 65 0 138,238 1525 1,045 1,777 1,359 21 10 77,921 1526 276 689 441 6 41 8 77,921 1527 119 285 178 2 1 77,921 1528 72 26 77,921 1529 152 372 13 1,377 684 2 12 61 411 297.378 1530 0 0 0 0 0 0 0 0 0 0 0 1531 197 212 9 905 557 83 69 45 0 102,762 1532 0 0 0 0 0 0 0 0 0 0 0 1533 0 1534 141 151 7 728 320 0 26 18 0 213,350 1535 152 372 13 1,377 684 2 12 61 411 297,378 1536 89 108 5 493 217 88 13 60 0 200,8D4 1537 89 108 5 493 217 88 13 60 0 20D,8D4 1538 139 0 3 344 151 0 0 7 0 202,550 1539 168 0 4 415 183 0 0 81 0 202.550 1540 0 0 0 0 0 0 587 0 0 0 0 1541 142 0 4 415 182 0 6 26 0 192,998 1542 0 0 0 0 0 0 0 4 0 0 0 1543 0 0 0 0 0 5 0 249 0 0 0 1544 398 0 8 854 473 0 0 41 0 216,828 1545 112 0 2 238 132 0 0 0 0 202,550 1546 0 0 0 0 0 5 0 249 0 0 0 1547 141 151 7 728 320 0 26 18 0 213,350 1548 141 151 7 728 320 0 26 18 0 213,350 1549 141 151 7 728 320 0 26 18 0 213,350 1550 167 0 4 428 231 0 0 0 0 151,184 1551 74 0 1 158 88 0 0 0 0 202,550 1552 0 0 0 0 0 0 0 0 0 0 0 1553 110 0 2 235 131 0 0 0 0 202,550 1554 60 0 1 128 71 0 26 63 0 202,550 1555 60 0 1 128 71 0 26 63 0 202,550 1556 85 12 2 202 123 7 0 0 0 109.550 Thursday, October 23, 2003 Page 5 of 6 SM Analysis Year. 2040 Re/emace Number. 00460 Runld: B004 Build Date: 10/232003 Land Use: fgp03 Build 71me: 5:00:00 PM Network: Bo03 Modeler. Media Whiteman OCM*d DCMJPIed no NO N* eoan N IM ow hA p woe F.wlMIM II W Ofte ROW RN 90/MP ibdmb Brole N Oft TAZ Orb Orb MOW ft*UM NNW% DIM M FinpM= EB1pI M brawn 1557 85 12 2 202 123 7 0 0 0 109,550 1558 64 56 2 254 165 0 0 1 0 107,434 1659 64 56 2 254 155 0 0 1 0 107,434 1618 6 14 9 0 1 0 77,921 Thursday, October 23, 2003 Page 6 of 6 Final SED by OCTAM Taz Analysis Year: 2040 Reference Number. 00460 Runld: Bo04 Build Date: 10/23/2003 Land Use: fgp03 Build Time: 5:00:00 PM Network: Bo03 Modeler. Media Whiteman Occupied Occupied Single Murd Neu- ' i n* Femly Group HOW Realdemt OGTAM Oweitl OwdBq quarters Employed Retel Sw*o Other School UNW/GateOe Median TAZ Ilona IMdts Populatton Popolathn ReaidantS Employees Employees Employees Students Enrolment Maamla ' 2327 18 6 0 58 36 219 614 959 0 70,913 2335 0 0 0 0 0 13,681 29,427 100,293 0 0 0 2337 4,378 2,760 13,125 0 ' 2338 1,175 2,248 10,407 0 2339 224 860 4,694 0 2340 1,015 1,601 5,888 0 ' 2341 114 772 1,182 64,858 2375 0 0 0 0 0 0 0 0 0 0 0 2377 0 0 0 0 0 0 0 0 0 0 0 2378 167 0 4 428 231 0 0 0 0 75,592 2381 744 759 72 4,619 2,914 150 137 897 336 53,009 2393 404 294 18 1,796 1,069 22 121 270 1,260 47,711 2399 384 336 12 1,524 930 0 0 36 0 161,151 2400 340 48 8 808 492 28 0 0 0 109.550 ' 2401 439 278 1,750 1,115 116 159 45 59,402 2402 5,249 684 11,421 6,543 480 2,434 7,378 1,866 119,872 2403 1,735 730 4,704 2,548 249 5,372 9,296 89,123 2404 2,157 6,572 20,984 13,257 282 513 168 283,753 2405 3,420 17,874 45,031 19,499 14,917 5,199 12,909 511,644 2406 936 115 2,292 1,037 19 143 29 108,828 2407 2,539 1,308 9,354 5,987 2,193 1,701 3,798 1,308, 177,484 2408 299 223 68 1,352 814 46 251 473 2,184 56,950 2409 488 357 1,828 1,246 2,146 1,163 1,475 150,406 2410 4,572 6,980 24,063 10,649 1,959 2,565 1,778 1,556 200,838 2411 664 2,114 5,339 2,426 1,049 294 446 284,857 2412 39 2,807 5,980 2,565 173 103 104 50,408 2413 1,987 4,619 13,852 6,089 1,523 1,619 2,629 48 323,142 2414 1,586 6,719 36 19,689 12,307 1,507 858 926 0 205,523 2415 1,825 1,836 7,733 3,443 1,403 561 765 233,868 2416 1,702 1,847 8,369 5,403 544 507 595 3,160 330,191 2417 739 200 2,128 1,233 16 453 22 181,038 2418 11,514 14,113 53,097 36,861 3,343 5,854 9,152 5,088 450.009 2419 2,963 314 18 8,466 5,153 327 2,037 1,540 54 354,330 2420 413 251 1,635 1,037 568 1,955 5,314 177,165 2421 276 661 413 322 44 249 640 167,895 Thursday, October 23, 2003 Page 1 of 2 S21 Analysis Year. 2040 Runld: 8004 Lend Use: fgp03 Network: 8003 Reference Number. 00460 Build Dete: 10123/2D03 Build 7/me: 6:00:00 PM Modeler. Media Whiteman RMOd kw* 10 Muth NKF KFAM IN RWINnp WrUM E WqW JIM Nib oft UM I*/GMN MqM TAZ NU limb WON 11110111111111111 2422 4,184 8,166 5,740 729 740 4,190 05,524 2423 1,157 2,626 1,359 1,050 1,757 1,114 61,255 2424 3,154 7,570 4,731 2,296 6,648 14,360 490,126 2425 3,838 2,734 6,313 0 2426 1,105 2,046 6,681 0 2427 160 1,003 1,468 0 2428 3,203 1,794 11,334 7,536 232 1,321 1,281 104 108,576 2429 670 969 741 629 137 425 204,678 2430 2,284 1,258 8,728 5,541 46 368 81 433,102 2431 437 1,093 699 9 67 13 102,852 2432 1,003 1,984 6,862 4,464 109 627 52 491,562 2433 1,406 5,819 13,823 9,933 28 688 230 389,605 2434 536 612 20 1,816 904 0 484 260 0 138,238 2435 3,007 1,106 9,397 6,248 60 693 325 1,494 233,774 2436 1,064 355 3,513 2,235 372 214 134 297,334 2437 590 947 3,128 1,898 399 722 1,028 3,558 227.022 2438 608 1,488 52 5,508 2,736 8 48 244 1,644 297,378 2439 356 432 20 1,972 868 352 52 240 0 200,804 2440 2,256 2,416 112 11,648 5,120 0 416 288 0 426,700 2441' 0 0 0 0� 0 0 587 0 0 0 0 2442 139 0 3 344 151 0 0 7 0 101,275 2443 168 0 4 415 183 0 0 81 0 101,275 2444 135 337 216 3 21 4 101,275 2445 622 0 8 1,676 905 7 64 62 0 192,999 2446 0 0 0 0 0 0 0 4 0 0 0 2447 0 0 0 0 0 20 0 996 0 0 0 2781 0 0 10 0 0 0 0 0 0 0 0 2782 112 0 2 238 132 0 0 0 0 101,275 2783 74 0 1 158 88 0 0 0 0 101,276 2784 110 0 2 235 131 0 0 0 0 101.276 2785 240 0 4 512 284 0 104 252 0 202,550 2786 398 0 8 854 473 0 0 41 0 108,414 Thursday, October 23, 2003 Pago 2 of 2 ,Z i Final SED For City Of Newport Beach Analysis Year. 2040 Reference Number. 00460 ' Runid: B004 Build Date: 10/23/2003 Land Use: fgp03 Build Tlma: 5:00:00 PM Network., Bo03 Modeler. Madie Whiteman # Decupied Occupied Sln➢le Moltl - Non- , Family Featly Group Eimiamh Resident IWIND Dwo" Quarters Employed Retail Service Other School ➢de/Cole➢e Median Dolts M population Population Residents Employees Employees Employees Students Enrolment ilsome 1 14,250 25,453 661 87,886 51,268 13,552 21,137 44,327 9,220 81,825 1 i 1 1 - i i 1 1 i 1 1 Thursday, October 23, 2003 Page 1 of 1 S23 C i 1 1 F i 1 F LJ LJ I L �I 1 L� 1 APPENDIX T GENERAL PLAN BUILDOUT DAILY TRIPS 1 Total Trip Ends By NBTM TH Analysts Year. 2040 Reference Number. 00460 Runld: Bo04 Build Date: 10/2312003 Land Use: FGP03 Build Time: 5:00:00 PM Network., B003 Modeler. Media Whiteman IMTM TAZ N AUP MI Prod IMCh AUP OSch Prod 0W AUP 0W Prod 00 AUr 00 Prod OW Attr OW Prod TOM 1428 5,363 1,454 0 120 1,745 699 3,643 3,656 1,631 1,605 19,916 1523 195 1,266 0 64 240 278 263 265 160 120 2,851 1524 195 1,266 0 64 240 278 263 265 160 120 2,851 1525 406 3,288 0 249 141 1,633 595 596 227 20 7,156 1526 193 1,153 0 96 91 534 204 205 93 42 2,612 1618 4 24 0 2 2 11 4 4 2 1 54 1527 46 399 0 40 16 216 68 68 26 2 880 1429 468 2,554 384 236 305 1,319 499 502 269 141 6,677 1528 39 0 0 0 113 0 48 49 57 64 371 1529 355 4,331 362 193 139 842 550 552 148 45 7,515 1530 0 0 0 0 0 0 0 0 0 0 0 1532 0 0 0 0 0 0 0 0 0 0 0 1534 179 1,931 0 102 80 397 261 261 84 28 3,323 1430 4,264 108 0 10 1,891 55 2,863 2,895 1,503 1,525 15,114 1431 2,911 106 0 8 1,053 53 1,917 1,934 919 922 9,822 1432 1,488 1,826 0 191 881 1,045 1,187 1,202 678 584 9,081 1433 349 658 0 101 1,163 391 440 473 607 578 4,761 1434 4,01U 1,726 0 228 8,092 1,168 4,735 4,748 4,151 5,237 34,096 1535 355 4,331 362 193 139 842 550 552 148 45 7,515 1536 754 1,247 0 69 205 269 574 576 220 182 4,096 1537 754 1,247 0 69 205 269 574 576 220 182 4,096 1538 84 945 0 48 22 187 113 114 32 4 1,549 1539 109 1,141 0 58 110 227 151 155 77 44 2,073 1531 821 1,721 0 127 267 677 672 673 280 205 5,443 1640 294 0 0 0 675 0 352 352 352 411 2,436 1541 90 956 0 58 51 226 120 121 46 18 1,687 1542 0 0 0 0 5 0 1 1 2 2 11 1543 61 0 0 0 292 0 72 82 142 142 792 1435 400 319 0 32 91 174 277 278 109 92 1,772 1544 250 2,785 0 120 87 578 340 342 102 22 4,625 1545 67 749 0 33 11 161 .90 90 22 0 1,225 1546 61 0 0 0 292 0 72 82 142 142 792 1547 179 1,931 0 102 80 397 261 261 84 28 3,323 1548 179 1,931 0 102 80 397 261 261 84 28 3,323 1549 179 1,931 0 102 80 397 261 261 84 28 3,323 Thursday, October 23, 2003 Page 1 of 6 T3 Analysis Year. Runid: Land Use: Network., 2040 B004 FGP03 B003 Reference Number 00460 Build Date: 10/2312003 Build 7/ma: 5:00:00 PM Modeler. Media Whiteman NUM TAZ 0 Attr 0 Prod Cd Attr Mich Prod NW Attr NMI Prod 00 Attr 00 Prod OIN Attr OtM Prod Tdd 1550 92 959 0 60 17 283 117 117 33 0 1,679 1551 45 495 0 22 7 108 60 60 15 0 811 1552 0 0 0 0 0 0 0 0 0 0 0 1553 66 736 0 33 11 160 89 89 22 0 1,206 1379 459 0 0 0 1,216 0 450 485 624 639 3,873 1380 208 0 0 0 652 0 204 220 283 290 1,757 1381 291 0 0 0 771 0 286 307 396 406 2,467 1382 422 0 0 0 1,118 0 414 446 574 588 3,562 1383 276 0 0 0 731 0 271 292 376 385 2,330 1384 531 0 0 0 317 0 365 372 224 227 2,035 1385 430 0 0 0 650 0 399 405 361 399 2,645 1386 300 0 0 0 794 0 294 316 407 417 2,528 1387 242 0 0 0 641 0 237 256 329 337 2,042 1388 1,613 0 0 0 305 0 1,015 1,017 380 381 4,712 1389 777 0 0 0 851 0 590 612 504 515 3,848 1390 192 0 0 0 509 0 189 203 261 268 1,623 1391 128 0 0 0 339 0 125 135 174 178 1,079 1392 310 0 0 0 622 0 281 297 330 342 2,183 1393 760 0 0 0 144 0 479 480 179 180 2,222 1394 764 0 0 0 746 0 605 814 455 48B 3,671 1436 665 3,258 0 397 523 2,052 835 841 474 228 9,273 1554 55 402 0 18 108 87 77 79 62 52 939 1555 55 402 0 18 108 87 77 79 62 52 939 1556 99 449 0 28 18 160 92 92 31 11 968 1557 99 449 0 28 18 150 92 92 31 11 968 1558 55 518 0 36 13 188 74 74 25 1 964 1559 55 518 0 36 13 188 74 74 25 1 984 1437 1 0 0 0 11 0 2 2 5 5 27 1438 86 0 647 0 324 0 96 106 161 164 1,484 1439 1,647 1,102 0 136 3,273 609 1,608 1,690 1,786 1,760 13,610 1440 97 756 0 90 36 486 139 139 58 5 1,806 1441 1,223 2,488 0 245 440 1,353 1,000 1,002 449 322 8,521 1442 105 746 0 83 46 449 138 138 60 13 1,777 1443 224 1,551 0 165 95 916 288 288 126 28 3,682 1444 235 1,713 0 190 93 1,036 312 313 133 23 4,048 1445 250 11681 0 173 103 667 323 323 142 28 3,690 1446 164 1,102 0 118 71 642 203 203 90 24 2,617 Thursday, October 23, 2003 Page 2 of 6 1 ICI ' Analysis Year. Runld: Land Use: Network: 2040 _ Reference Number. 00460 Be04 Build Date: 10123/2003 FGP03 Build Time: 5:00:00 PM B003 Modeler. Marie Whiteman MTM TAZ W AtV N Prod ASch AUP Bch Prod MN Attr IIW Prod 00 Attr 00 Prod OW Attr OW Prod TOW 1447 189 1,290 0 134 76 516 247 248 108 19 2,828 1448 444 527 0 51 149 201 334 335 151 119 2,312 1449 969 231 0 25 254 96 645 647 270 255 3,392 1450 1,044 394 0 43 341 163 720 725 326 301 4,057 1451 1,290 349 0 36 321 140 860 862 351 331 4,541 1452 1,866 29 0 3 691 12 1,232 1,242 595 603 6,273 1453 1,556 0 0 0 763 0 1,052 1,066 581 591 5,609 1454 2,760 549 0 57 907 219 1,851 1,863 845 819 9,870 1455 1,543 990 0 107 406 409 1,089 1,093 453 382 6,472 1456 732 4,890 0 321 324 1,285 825 826 342 146 9,691 1457 702 2,211 342 221 560 853 739 743 436 311 7,118 1458 836 3,209 0 319 397 1,250 855 858 414 204 8,343 1395 1,905 0 0 0 629 0 1,260 1,265 571 591 6,221 1396 777 0 0 0 2,057 0 762 820 1,055 1,082 6,554 1397 217 0 0 0 574 0 213 229 294 302 1,828 1459 2,976 504 0 52 906 203 1,988 1,997 877 855 10,358 1460 504 2,728 0 250 249 995 547 548 262 112 6,194 1461 925 1,716 0 129 338 503 744 748 330 251 5,684 1462 21 128 0 9 10 36 22 22 10 4 262 1463 2,025 1,640 0 ill 431 462 '1,442 1,444 544 453 8,552 1464 2,308 7,683 0 837 722 3,189 2,286 2,290 964 405 20,685 1465 1,435 869 0 116 409 467 1,017 1,021 441 368 6,143 1466 3,073 476 0 68 2,406 367 2,483 2,488 1,511 1,801 14,671 1467 404 2,829 0 268 151 1,760 574 574 245 22 6,826 1468 5 0 282 0 55 0 10 12 26 26 415 1469 543 2,586 1,844 304 903 1,704 756 770 592 433 10,434 1470 1,232 480 0 46 412 251 881 881 369 405 4,957 1398 108 0 0 0 287 0 106 114 147 151 915 1399 139 0 0 0 367 0 136 146 188 193 1,169 1400 82 0 0 0 216 0 80 86 ill 114 688 1471 317 2,058 0 153 146 848 347 347 149 68 4,432 1472 2,318 0 0 0 675 0 1,496 1,504 664 661 7,308 1473 118 1,043 0 68 38 445 176 176 62 6 2,132 1474 1,984 8,328 0 793 767 4,560 1,945 1,947 876 404 21,604 1476 291 0 46 0 1,112 0 372 395 551 590 3,358 1476 90 861 0 72 29 393 136 136 47 4 1,769 1477 347 2,291 0 166 157 921 381 382 161 73 4,879 Thursday, October 23, 2003 Page 3 of 6 T5 Analysis Year. 2040 Reference Number. 00460 Runld: B004 Bu11d Date: 1012312003 Land Use: FGP03 Build Tlme: 5:00:00 PM Network B003 Modeler. Maria Whiteman MTM TAZ MM AW M RW Midi AW Mich Prod IW AUrM Prod MM AUr MM Prod MN AM FM Prod TO 1478 20 190 0 16 6 86 30 30 10 1 390 1479 92 668 0 61 39 280 109 109 44 16 1,406 1480 92 899 0 64 29 368 140 140 46 4 1,783 1401 113 0 0 0 299 0 111 119 164 167 954 1402 60 0 0 0 169 0 59 63 82 84 507 1481 177 1,236 0 92 61 501 213 213 77 25 2,594 1482 333 1,152 0' 77 205 444 332 332 164 128 3,167 1483 15 102 0 7 7 39 17 17 7 3 213 1484 2,159 0 0 0 4,185 0 1,955 2,057 2,233 2,322 14,911 1485 12,657 0 0 0 3,224 0 8,132 8,156 3,362 3,410 38,941 1486 2,999 879 0 78 3,609 424 2,419 2,509 2,118 2,125 17,161 1487 1,157 248 0 22 1,472 119 1,060 1,069 832 961 6,940 1488 47 438 0 39 16 211 71 71 25 2 920 1489 164 818 0 73 42 394 173 173 63 20 1,910 1490 152 0 0 0 403 0 149 161 207 212 1,283 1403 1,327 0 0 0 2,378 0 1,214 1,261 1,264 1,361 8,825 1491 1,727 0 0 0 3,014 0 1,670 1,628 1,634 1,735 11,308 1492 1,201 0 0 0 1,785 0 989 1,034 994 1,023 7,026 1493 538 0 0 0 1,424 0 627 568 731 749 4,536 1494 1,a•76 0 0 0 660 0 996 999 476 497 5,004 1495 1,103 1,667 0 126 1,079 501 964 974 692 640 7,735 1496 190 1,478 11 121 73 474 261 261 103 18 2,990 1497 175 1,143 0 107 74 418 216 216 95 24 2,467 1498 1,298 884 0 75 370 302 901 904 385 340 5,460 1499 88 478 0 40 43 160 91 91 44 20 1,055 1500 122 774 0 59 57 328 132 132 58 26 1,688 1501 1,741 2,589 0 225 524 862 1,370 1,375 573 427 9,686 1502 1,428 478 0 49 389 187 967 971 408 378 5,256 1404 571 0 0 0 1,513 0 560 603 776 796 4,818 1405 2,789 0 0 0 2,752 0 2,074 2,143 1,673 1,706 13,136 1406 181 0 0 0 1,037 0 271 298 501 523 2,811 1407 624 0 0 0 535 0 464 467 337 3" 2,761 1503 653 156 0 14 148 52 430 431 170 162 2,216 1504 1,380 1,441 0 173 355 938 1,029 1,031 421 322 7,090 1506 1,256 2,279 0 270 453 1,464 1,047 1,052 475 323 81619 1506 176 1,111 0 120 78 657 208 209 96 28 2,680 1507 98 631 0 47 45 262 107 107 46 21 1,363 Thursday, October 23,2003 Page 4 of 6 ' T(o ' Analysis Year. Runld: Lend Use: Network: 2040 B004 FGP03 B003 Reference Number. 00460 Build Date: 10/23/2003 Build Time: 6:00:00 PM Modeler. Marie Whiteman NTM TAZ N Attr W Prod sch AUP IN Prod 8W AM IW Prod OO W OO Prod OW AM OW Prod TOM 1508 275 1,691 695 141 286 806 343 348 211 130 4,927 1510 134 814 0 67 63 369 143 143 64 29 1,825 1511 938 81 0 7 182 37 598 598 225 223 2,889 ' 1512 92 807 0 79 31 426 135 135 51 5 1,761 1513 364 1,804 0 135 316 676 417 417 235 171 4,536 ' 1514 28 173 0 14 13 76 30 30 13 6 382 1516 173 1,160 0 88 117 576 245 245 115 48 2,768 1516 107 512 0 41 202 150 151 155 124 99 1,541 ' 1617 1,081 471 1,044 36 608 238 798 808 454 438 5,974 1518 352 2,684 0 168 147 929 416 416 156 66 5,335 ' 1519 320 1,889 0 158 159 875 340 340 158 75 4,314 1520 137 814 0 69 65 382 145 145 67 30 1,853 1521 396 2,307 438 193 274 1,069 427 431 230 129 5,894 ' 1522 1,418 1,193 0 78 337 427 993 996 384 343 6,169 1408 94 522 0 48 45 267 97 97 47 21 1,239 t 1409 1,835 0 0 0 2,976 0 1,571 1,642 1,630 1,693 11,341 1410 31 247 0 28 11 152 44 45 18 2 579 1411 34 0 0 0 16 0 24 24 12 13 124 ' 1412 39 216 0 20 19 ill 40 40 19 9 613 1413 451 93 0 11 487 57 374 381 293 308 2,454- 1414 98 476 8 40 159 172 119 122 95 82 1,371 1415 103 551 0 51 66 282 108 109 58 32 1,360 1416 126 668 0 66 62 365 128 128 64 29 1,636 1417 36 202 0 19 18 103 37 38 18 8 478 1418 38 209 0 20 18 109 39 39 19 9 500 1419 112 623 0 58 54 319 116 116 56 25 1,478 1420 300 1,648 0 155 146 857 309 309 149 68 3,940 1421 3,080 1,477 560 137 1,600 840 2,237 2,266 1,240 1,166 14,603 1422 316 1,737 0 163 154 903 325 326 157 71 4,152 1423 236 943 0 88 233 490 255 255 163 130 2,793 1424 504 3,694 0 327 185 2,146 723 723 298 27 8,627 ' 1373 567 0 0 0 388 0 398 406 262 266 2,287 1374 567 0 0 0 388 0 398 406 262 266 2,287 1375 883 0 0 0 588 0 617 630 400 407 3,525 ' 1376 907 0 0 0 620 0 636 650 419 426 3,659 1377 1,304 0 0 0 892 0 915 935 602 613 5,260 1378 1,474 0 0 0 1,008 0 1,034 1,057 680 692 5,946 Thursday, October 23, 2003 Page 5 of 6 T-I Analysts Year. 2040 Runld: B004 Land Lisa: FGP03 Network: B003 Reference Number. 00480 Build Date: 10/23/2003 Build 77met 5:00:00 PM Modeler. Media Whiteman till TAZ 0 Attr M Prod Md Attr Ed PM IO9 Attr M Prod AA Attr AA Prod AIM Attr IMI Prod Tom 1425 204 0 0 0 502 0 197 210 260 267 1,640 1426 97 422 0 40 120 219 106 108 79 61 1,252 1427 737 1,792 1,922 189 941 980 731 750 588 509 9,150 Thursday,.October 23, 2003 Page 6 of 6 Analysts Year. Runld: Land Use: Network: Total Trip Ends By OCTAIN TH 2040 Reference Number. 00460 Bo04 Build Date: 10/2312003 FGP03 Build Time: 5:00:00 PM B003 Modeler. Madie Whiteman OC AM TAZ N0 AM NO Prod NSCh Attr NSCh Prod NW Attr NW Prod W Attr 00 Prod 0W Attr 0W Prod TOM ' 2434 390 2,532 0 127 480 556 '526 531 320 240 5,702 2433 688 4,864 0 387 362 2,395 920 922 405 130 11,074 2375 0 0 0 0 0 0 0 0 0 0 0 2377 0 0 0 0 0 0 0 0 0 0 0 2409 8,274 11560 0 128 2,798 753 5,560 5,590 2,550 2,526 29,739 2407 6,220 4,488 384 437 3,077 2,420 4,548 4,599 2,450 2,250 30,872 2403 4,359 2,385 0 329 9,256 1,559 5,176 5,220 4,758 6,815 38,857 ' 2438 709 8,662 723 386 277 1,683 1,099 1,104 296 89 15,030 2439 1,507 2,494 0 138 410 539 1,147 1,152 441 365 8,192 2442 84 945 0 48 22 187 113 114 32 4 1,549 ' 2443 109 1,141 0 58 110 227 151 155 77 44 2,073 2441 294 0 0 0 675 0 352 352 352 411 2,436 2445 212 1,730 0 117 108 554 253 254 104 45 3,374 ' 2446 0 0 0 0 5 0 1 1 2 2 11 2786 250 2,785 0 120 87 578 340 342 102 22 4,625 2782 67 749 0 33 11 161 90 90 22 0 1,225 2447 122 0 0 0 584 0 145 165 285 285 1,585 2440 715 7,726 0 408 319 1,58E 1,042 1,045 335 112 13,291 2378 92 959 0 60 17 283 117 117 33 0 1,679 2783 45 495 0 22 7 108 60 60 15 0 811 2781 0 0 0 0 0 0 0 0 0 0 0 2784 66 736 0 33 11 160 89 89 22 0 1,206 2336 7,703 0 0 0 10,307 0 6,205 6,456 5,857 6,040 42,567 2785 ill 803 0 36 217 174 153 158 123 104 1,879 2400 197 898 0 57 36 299 183 183 61 22 1,936 2399 112 1,036 0 71 38 377 150 150 54 6 1,995 2402 2,398 4,360 547 533 4,120 2,660 2,538 2,637 2,421 2,152 24,367 2381 1,909 6,533 296 647 1,512 3,536 1,828 1,864 1,107 820 20,052 ' 2401 1,223 2,488 0 245 440 1,353 1,000 1,002 449 322 8,521 2404 1,127 5,430 0 588 396 3,217 1,219 1,220 519 180 13,896 2405 11,912 6,042 0 63Q 4,011 2,423 8,353 8,404 3,822 3,448 49,044 2406 732 4,890 0 321 324 1,285 825 826 342 146 9,691 2410 5,017 8,652 342 842 2,112 3,302 4,128 4,146 1,989 1,482 32,013 ' 2340 2,899 0 0 0 3,260 0 2,235 2,313 1,921 1,975 14,603 ' Thursday, October 23, 2003 Page 1 of 2 Tq Analysts Year. 2040 Runld.• Bo04 Lend Use: FGP03 Network: BO03 Reference Number. 00460 Build Date: 10/23/2003 Build Time: 5:00:00 PM Modeler. Media Whiteman STAM TAZ II AM S Prod DO Atlr 10 Mod IW Aflr IW Prod N AW W Prod IW Atlr IW Prod TOW 2411 2,970 3,484 0 249 778 1,001 2,209 2,215 884 708 14,498 2412 2,308 7,683 0 837 722 3,189 2,286 2,290 964 405 20,685 2423 4,508 1,345 0 184 2,816 834 3,500 3,509 1,951 2,169 20,814 2422 947 5,415 1,844 572 1,054 3,464 1,329 1,344 837 455 17,260 2421 1,237 480 282 46 468 251 891 893 395 431 5,372 2339 502 0 0 0 1,329 0 492 530 682 699 4,232 2431 317 2,058 0 153 146 848 347 347 149 68 4,432 2429 2,436 1,043 0 68 714 445 1,672 11680 716 666 9,440 2428 2,275 8,328 46 793 1,879 4,560 2,317 2,343 1,427 994 24,963 2430 649 4,010 0 305 231 1,680 656 657 261 94 8,444 2432 617 3,389 0 240 301 1,352 702 702 294 160 7,757 2425 14,815 0 0 0 7,409 0 10,087 10,213 5,595 5,732 63,852 2424 4,510 2,384 0 212 5,640 1,149 3,873 3,983 3,244 3,320 28,213 2341 1,327 0 0 0 2,378 0 1,214 1,261 1,284 1,361 8,825 2427 1,727 0 0 0 3,014 0 1,670 1,628 1,634 1,735 11,308 2426 3,215 0 0 0 3,769 0 2,512 2,601 2,201 2,269 16,566 2416 2,989 2,984 0 271 876 1,067 2,174 2,182 932 763 14,238 2338 3,541 0 0 0 6,301 0 2,905 3,044 2,949 3,024 20,766 2327 995 46 0 4 1,032 22 779 798 621 649 4,945 2413 3,688 5,890 11 485 1,824 11889 3,015 3,041 1,537 1,247 22,626 2414 3,633 6,552 0 689 1,154 3,735 2,956 2,965 1,272 878 23,833 2444 98 631 0 47 45 262 107 107 46 21 1,363 2416 1,439 3,394 695 293 562 1,637 1,219 1,226 551 386 11,401 2417 392 1,977 0 149 329 751 447 447 249 177 4,919 2435 889 5,356 438 439 650 2,520 1,012 1,017 503 252 12,977 2437 1,325 1,797 1,044 146 876 769 1,094 1,108 645 566 9,368 2436 1,770 3,878 0 246 485 1,356 1,409 1,412 540 409 11,504 2420 1;960 770 0 76 3,027 419 1,712 1,783 1,695 1,716 13,158 2419 839 2,160 8 198 803 1,044 795 805 539 464 7,654 2393 552 2,771 1,109 251 644 1,301 619 630 393 265 8,435 2418 4,774 10,130 560 929 2,958 5,564 4,190 4,236 2,366 1,799 37,507 2337 5,702 0 0 0 3,8B4 0 3,997 4,085 2,626 2,671 22,963 2408 737 1,792 1,922 189 941 990 731 750 588 509 9,150 Thursday, October 23, 2003 Pape 2 of 2 7tO Total Trip Ends For City Of Newport Beach Analysts Year. 2040 Runid: Bo04 Land Use: FGP03 Network: B003 Reference Number: 00460 Build Date: 10/2312003 Build Time: 5:00:00 PM Modeler. Marie Whiteman W AUP WPM ISeh AUP • ISeh Prod KW AUP IN Prod 00 AUP 00 Prod OW Or OW Prod TOW 136,553 167,202 8,845 14,125 100,684 70,459 112,882 114,557 70,186 64,755 860,257 Thursday, October 23, 2003 Page 1 of 1 711 Supplemental Trips By NBTM TAZ Analysts Year. GPBO Reference Number. 00460 Runld: GpBo01 Build Dale: 2/1412003 Land Use: GpBo01 BulldVme: 10:00:00AM Network., Fgp01 Modeler. Marie Whiteman NBTM TAZ 00 Attr NO Prod NSch Attr NSch Prod NW Attr NW Prod 00 Attr 00 Prod OW AM OW Prod TO 1428 5 2 2 1 4 1434 1,356 592 1,650 1,509 264 1,226 1460 11 5 5 3 9 1466 42 503 232 219 168 413 1470 0 100 49 46 29 90 1487 0 117 58 53 •34 104 Wednesday, February 26, 2003 Page 1 of 1 T\2 I 1 APPENDIX U ' CITY OF NEWPORT BEACH GENERAL PLAN BUILDOUT ROADWAY IMPROVEMENTS FJ n I I I u 1 1 F CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 NEWPORT BOULEVARD P.O. BOX 1768, NEWPORT BEACH, CA 92659-1768 FAX COVER SHEET DATE. January 3, 2003 FAXNUMBER: 949.660.1911 ATTENTION OA• Marlie Whiteman COMPANY/AGENCY: Urban Crossroads SUBJECT: City of Newport Beach Circulation Element Improvements Timeline FROM: David Keely FAXED BY: DK PHONE NUMBER: '949'644.3349 FAX NUMBER: 949.644.3318 NUMBER OF PAGES INCLUDING COVER SHEET.- 3 COMMENTS: Marlie, Per Rich Edmonston's request, please find enclosed the City of Newport Beach Circulation Element Improvements timeline. The improvements are broken down into 5 categories. They are: • Ex — Indicates existing conditions; • 2007 — indicates improvement should be constructed by 2007; • 2025 — indicates improvement should be constructed by 2025; • NO — indicates the improvement is unlikely to occur; and • Delete — indicates the improvement was deleted. If you have any questions, please feel free to contart me at 949.644.3349. Dave Keely H ldkeel`/,Genaral Plan Uedele%n 14-0913M dOL 111 PLEASE NOTIFY SENDER IF TRANSMISSION IS INCOMPLETE U3 Table V Roadway Costs and Funding Committed Pro), Proposed 70131 Other hk hmion Improvement Cos A n 1 1. Coast Hwy (SA River to Newport) E$ widen to 6lanes 8,600.000 7,550,000 2. Coast Hwy (Newport to Dover) 202s, widen to 6lanes 12,250,000 3. Coast Hwy (Dover to Jamboree) OIL widen to 8lanes 3,000,000 4. Coast Hwy (Bayside to Jamboree)tac. widen to 6lanes 8.085,000 6,500,000 6. Coast Hwy/Jamtwree (intersection) No grade separation 4.000.000 6. Newport (301h to 32nd) ,Zo?h widen to 6lanes 11500,000 7 Newport (32nd to Coast Hwy) E14 widen to 6lanes 2,650,000 11250.000 8, Newport/Coast Hwy (intersection)" new grade separation 61000,000 9, Newport (Coast Hwy to hospital) 0 widen to 6lanes 500,000 to. Jamboree (SJH Rd to Newporter) B1< widen to 6lanes 1.030-000 11. Jamboree (Bristol to Ford) Zoos widen to 8lanes 2,000.000 12 Bayview (Jamboree to MacArthur) ZDZSbuild 4lanes 825,000 13. MacArthur (Coast HWYISan Miguel)24l9riden to 6lanes 2,500.000 14. MacArthur (San Miguel to SJH Road)g)t widen to 6lanes 11800.000 15 MacArthur (SJH Road to Ford)Eyr, widen to 6lanes 5,000,000 16 MacArthur (Ford to SR•73) EX widen to 8 lane City of Irvine 17 Irvine (University to Bristol) (1) 2D0,7 widen to 6lanes 650,000 18. Campus (Bristol to MacArthur) e* widen to 6lanes Orange Co. 19. Birch/Mesa (Irvine to Bristol) (2) eX widen to 4lanes 1,200,000 20, Dover (Cliff to Westciilf) 202C widen to 6 lanes 1,700,000 21 151h (Coast Hwy to Bluff) 2oZ5 construct 4lanes 990,000 22 15th (Bluff to Monrovia) 2o2s construct 4 lanes 990,000 23. 151h (Monrovia to Superior) 2DLS widen to 4lanes 1',270,000 Adjacent ev. 2,000,000 880.000 425,000 1.250.000 1,500,000 1,000,000 600,000 850,000 99D,000 490,000 24. Bluff (Coast Nwy to 17th) 2o2S construct 4lanes 2,2D0,000 1,400,o0D 25 Bluff (17th to 19th) 2026 construct 4lanes 1376,000 100,000 26, 161h (Dover to Seagull) 2025 widen to 4 lanes 200,000 27 17th (Bluff to East City limit) 202S construct 4lanes 245,000 183.750 26. 191h (Bluff to $A River) (3} 2o% construct 4 lanes 8,D00,000 7,700,000 29, Placentia (Superior to Hospital) ZOZ6 widen to 4lanes 450,000 30. Superior flacentla to Industrial) 634 complete 4lanes 500,000 31. Avomdo (Coast Hwy to San Miguel) etc construct 4 lanes 900,000 900;000 32. Dover (Irvine to Westclim E%f;1) widen to 4 lanes 1,650.000 33. 22nd (Irvine to Tustin) %I,E % widen to 4lanes 855,000 34 32nd (Newport to Villa VkFZ0ys widen to 4 lanes 66,000 h AFA.yETIe AV 35. Bison (MacArthur to SJH Corridor) E)c. construct 4 lanes City of Irvine 36. -pFard (i °f of City boundary)rac widen to 4 lanes City of Irvine 37 Ford (E, City boundary to SJH Corr.�) 4 lanes City of Irvine 38. ,..eruct SJH Road (Spyglass to SJH Corr) PeLV�ysYuct 6 lanes Orange Co. pa,��p GwlorJ Ch) 2►nr�ce each �dc a� storm C+Aw"WA 6i� - G(tS?INCh CDNQM03 -� tM��RWaEFAtT Newport Beach Circulation Element � ZC>zS INS-t�N Page 24 2025 UL1 Public d eir Share 11000,000 10,260,000 3,000,D00 1,685.0D0 4,000,0D0 1,500,000 1,400,000 5,000,000 500.000 150,000 2,000,000 400.000 1,250,000 300,000 4,000,000 650,000 600 000 850,000 500,000 1,270,000 800.000 375.000 200,000 61,250 300,000 450,000 600 000 1654000 855,000 65,000 Praj. No, Location Table V Roadway Costs and Funding - Cont. Committed Proposed Total Other Improvement Cost Agencies Adjacent Public & Dev. Fair Share 39. Pelican Hill (Coast Hwy to SJH Coroef-construct 6lanes Orange Co. Ve6c:re 40. Sand Canyon (Coast Hwy/SJH Corr,) consrucl 4lanes Orange Co. 41. Newport & Hospital 6X add EBL 85,000 42. Newport & 32nd (4) =ZS add NET (665,000) 43 Riverside & PCH (4) 7WS add EST (1,500,000) add optional SBL separate SBR add ESL 44. Tustin & PCH 2OZa add EBT included with Riverside '.- 45 MacArthur & Campus eY- add SBL, WBL NBR 385,000 . - separate EBR 46- MacArthur & Von Karman SY- add EBT 100,000 47 Campus & Bristol (N) 207A add WBL 50,000 48. Birch & Bristol (N) (5) Ef• add SET & WBL 1,100,000 •; . ,•:.•,:. ;. '' •:: , ' `' 49. Birch & Bristol (S) Eta add NET & EBT includedkith North - 50. Irvine & Mesa 2ZDl add SET & NET 390,000. • ' separate SBR & NBR • • add WBL & EBT 51. Irvine & University 20 add EBT 26.000 $2. Doverl8ayshore & PCH 2025 add EBT & WET 305,000 : • • • ; . •; •'• ; 53. • Jamboree & Bristol (N) (6) B•Y• NB ramp to Route 73 • (4,000,000j 54• Jamboree & Bristol (S) Ey- add EBT -= , part of North NS ramp to Route 73 ' - 55, Jamboree & Sayview ZDZS add SBL, WBL,-WBT 200,000 •• 56. Jamboree & Bison Z01.S add SBI, WBL, N8L 55,000 57- MacArthur & Brson EX add SBL, WBL, NBL 255,000 58, MacArthur & SJH Road (4) E1� add SET '; (600,0001 „ 69. MacArthur & San Miguel I✓X add SET, NET, WBL ' 60,060 , 60. San Miguel & SJH Road Ei. add WBL • -•• • •• •••• 35,000 TOTAL (ALL Footnotes: ' (1) Does not include work in County, (2) County Redevelopment Agency will pay public share. ' (3) Includes bridge; County will pay public share. (4) Part of roadway link project, (5) Includes FWY bridge widening. ' (6) Orange County. (7) Numbers in (brackets) not included in total. S84,925,000 :• .815,250;000 521,168, • EX . - E'f,15TItJG• caaa��ais' 207 .0ZS - 2025 Iv�PGr�Q� C NO - 00 t , .Fjlq 'lp r7CW� Pam - 'Da)vm 85,000 385,000 100,000 50,000 1,100,000 390,000 25,000 305,000 200,000 55,000 255,000 60.000 35,000 $48,506,250 ' Newport Beach Circulation Element U5 c . Page 25 I 1 CJ I I APPENDIX V IGENERAL PLAN BUILDOUT INTERSECTION CAPACITY UTILIZATION (ICU) WORKSHEETS I I 11 1. Bluff & Coast Hwy General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C J VOL V/C NBL 1 1600 10 .006 10 .006 1600 10 .013* i0 .013* NBR 0 SBL 2 3200 390 .122* 300 .094* 1600 20 .019 i0 .013 SBR 0 EBL 1 1600 30 .019 10 .006* EBT 3 4800 4180 .873* 1470 .308 EBR 0 0 10 10 WBL 1 1600 10 .006* 10 .006 WBT 3 4800 860 .179 3120 .650* WBR 1 1600 270 .169 520 .325 TOTAL CAPACITY UTILIZATION 2. Superior & Placentia 1.014 ./b:s General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 70 .044 110 .069* 1220 330 NNBT BR 1 1600 .0113* .0119 SBL 1 1600 110 .069* 90 .056 SBR 210 78 610 d 1600 .006 .00* 6 EBL 1 1600 10 .006* 10 .006* EBT 2 3200 560 .175 400 .125 EBR d 1600 150 .094 150 .094 WBT 11.5 3200 490 .191* 500 .266* WBR 0 110 320 TOTAL CAPACITY UTILIZATION b4/ 04/ 3. Superior & Coast Hwy General Plan Buildout AM PK HOUR LANES CAPACITY VOL V/C NBL 1.5 230 .144 NBT 1.5 4800 700 .234* NBR SBL 110 SBT 1.5 4800 .044* SBR 2 3200 20 .006 EBL 2 3200 840 .263 EBT 3 4800 3330 .694* EBR d 1600 380 .238 WBL 1 1600 60 .038* WBT 4 6400 780 .122 WBR d 1600 230 .144 Right Turn Adjustment Note: Assumes N/S Split Phasing TOTAL CAPACITY UTILIZATION 4. Newport & Hospital General Plan Buildout PM PK HOUR VOL V/C 540 310 .202* 120 240 440 .142* 480 .150 016 1460 .304* 270 .169 230 .144* 2640 413 .056 90 SBR .008* 1.010 .800 AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 330 .206* 310 .194* NBT 3 4800 2020 .421 1690 .352 NBR 1 1600 70 .044 60 .038 SBL 1 1600 40 .025 40 .025 SBT 3 4800 1300 .271* 2200 .458* SBR d 1600 650 .406 410 .256 EBL 2 3200 250 .078 500 .156* EBT 1 1600 330 .206* 260 .163 EBR 1 1600 290 .181 330 .206 WBL 1 1600 80 .050* 80 .050 WBT 2 3200 380 .125 370 .125* WBR Right Turn Adjustment SBR .135* TOTAL CAPACITY UTILIZATION 868 .933 Nw 5. Newport & Via Lido General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBT 3 4800 1800 .375* 1200 .250* NBR 1 1600 10 .006 40 .025 SBL 2 3200 370 .116* 470 .147* , SBR 4800 870 .181 1840 .383 0 EBT 0 0 0 0 EBR WBL 1 1600 10 .006* 20 .013* WBR 2 3200 450 .141 600 .188 Right Turn Adjustment WBR .019* WBR .028* Note: Assumes Right -Turn Overlap for WBR TOTAL CAPACITY UTILIZATION 6. Newport & 32nd General Plan Buildout 516 .438 AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 20 .013 80 .050 NBT 3 4800 1030 .215* 760 .158* NBR d 1600 30 .019 30 .019 SBL 1 1600 60 .038 80 .050 SBT 2 3200 770 .269* 1350 .506* SBR 0 0 90 270 EBL 1.5 440 160 EBT 0.5 3200 70 .159* 60 .069* EBR 1 1600 10 .006 20 .013 WBL 0.5 40 .025 20 WBT 1.5 3200 40 .025* 70 .028* WBR f 200 240 Note: Assumes N/S Split Phasing Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION ..: 761 N1C 7. Riverside & Coast Hwy General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C 10 10 NBT 1 1600 .013* .019* NBR' d 1600 0 .000 10 .006 SBL 1.5 160 {.053}* 70 (025)* SBT 0.5 3200 10 .053 10 .625 SBR 1 1600 320 .200 450 .281 EBL 2 3200 350 .109 310 .097* 4800 3410 .729* 2320 .500 EBR 3 WBL 1 1600 10 .006* 50 .031 WBT 3 4800 1860 .388 3990 .831* WBR 1 1600 50 .031 40 .025 Right Turn Adjustment SBR .031* SBR .152* Note: Assumes Right -Turn Overlap for SBR TOTAL CAPACITY UTILIZATION 8. Tustin & Coast Hwy 832 1.124 General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 10 {,006)* 10 {.006}* 1600 10 :019 i0 ,019 NBT p 10 10 SBT 1 1600 .050* .081* SBR 0 0 20 30 EBL 1 1600 60 .038 100 .063* EBT 3, 4800 3350 .700* 2280 .477 EBRWBT 10 10 0 3 4800 1960 .408 3440 .717* WBR 1 1600 80 .050 150 .094 TOTAL CAPACITY UTILIZATION 756 .867 On 9. MacArthur & Campus General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 130 .081 280 .175* 1110 1110 NBR 1 1600 .069* .069 SBL 1 1600 250 .156* 150 .094 1430 1900 SBR 1 1600 .269 .563* EBL 2 3200 810 .253* 520 .163* EBT 3 4800 1020 .213 580 .121 EBR d 1600 170 .106 120 .075 WBL 2 3200 110 .034 150 .047 WBT 3 4800 520 .108* 1500 .313* WBR f 60 190 Right Turn Adjustment SBR .358* TOTAL CAPACITY UTILIZATION 10. MacArthur & Birch .717 1.Z14 General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 40 .025 170 .106* NBT 3 4800 1180 .246* 990 .206 NBR 1 1600 120 .075 70 .044 SBL 1 1600 270 .169*' 130 .081 6400 340 1260 220* SBR 0 .213 EBL 1.5 450 410 EBT 1.5 4800 570 .221* 380 .175* EBR 0 40 50 WBL 1 1600 40 .025 130 .081 3200 230 .072* 940 .294* WBR f Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION rwn /9n \tl'—% 11. Von Karman & Campus General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 10 .006 10 .006* NBR 2 3200 790 .247* 620 .194 40 SBL 1 1600 50 .031* 190 .119 SBT 2 3200 560 .209 1050 .406* ' SBR 0 0 110 250 EBL 1 1600 370 .231* 250 .156* EBT 2 3200 720 .225 890 .278 EBR 1 1600 50 .031 30 .019 WBL 1 1600 50 .031 40 .025 WBT 2 3200 390 .163* 1050 .372* WBR 0 0 130 140 TOTAL CAPACITY UTILIZATION 12. MacArthur & Von Karman 672 .940 General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 160 .100 50 .031* NBT 3 4800 1360 .283* 860 .179 NBR 1 1600 550 .344 200 .125 SBL 1 1600 60 .038* 80 .050 190 1110 SBR 1 1600 .119 .069* EBL 1 1600 40 .025* 150 09 .09 2 3200 160 .050 290 EBR WBL 2 3200 140 .044 860 .269* 1 1600 210 .131* 210 131 WBR 5 10 Right Turn Adjustment NBR .061* TOTAL CAPACITY UTILIZATION .538 .637 VIR 13. Jamboree & Campus General Plan Buildout LANES CAPACITY 6400 NBT 4 NBR 0 0 4800 SBT 3 SBR 0 0 2 3200 EBT EBR f 1600 WBR 1 Right Turn Adjustment AM PK HOUR PM PK HOUR VOL V/C VOL V/C 160 .100 100 .063* 2210 384* 1710 .444 660 .206* 360 .113 1530 .390 2730 .642* 220 .069 670 .209* 310 .097* 840 .263 20 760 .238* 340' .106 660 .206 630 .197* 180 .113 500 .313 WBR .116* TOTAL CAPACITY UTILIZATION 14. Jamboree & Birch General Plan Buildout 9'Lh 1.CG/ AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 390 .244* 120 .075* NBT 3 4800 2270 .490 1800 .383 NBR 0 0 80 40 SBL 1 1600 10 .006 110 .069 SBT 3 4800 1810 .377* 2210 .460* SBR f 850 300 EBL 1.5 160 650 EBT 0.5 3200 1i0 .088* 222* EBR 360 60 WBR 1600 .188* 160 .137* p 160 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION 0 tS74 \/,69 15. Campus & Bristol (N) General Plan Buildout LANES CAPACITY 4800 NBT 3 NBR 0 0 SBT 4 6400 SBR 2 3200 EBL 0 0 EBT EBR 0 0 6400 WBT 4 WBR 0 0 Right Turn Adjustment AM PK HOUR PM PK HOUR VOL V/C VOL V/C 520 .163 580 .181* 3190 .665* 1570 .327 0 0 0 0 370 .058 1870 .292* 300 .094 1300 .406 0 0 0 0 280 .088 420 .131 1610 .306* 3050 .502* SBR .114* TOTAL CAPACITY UTILIZATION .971 1.089 16. Birch & Bristol (N) General Plan Buildout LANES CAPACITY 3200 NBT 2 NBR 0 0 SBL SBT 1.5 6400 SBR 2.5 EBL 0 0 EBT EBR 0 0 WBL WBT 3.5 8000 WBR 0 Right Turn Adjustment AM PK HOUR PM PK HOUR VOL V/C VOL V/C 130 .041 160 .050* 1380 .431* 420 .131 0 0 .063 .364* 250 1790 0 0 0 0 1570 .327* 1750 .296* 790 .494 110 WBR .167* TOTAL CAPACITY UTILIZATION .925 .710 17. Campus/Irvine & Bristol (S) General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBT 5 8000 2300 .350* 1700 .261* NBR 0 0 500 390 SBL 1 1600 100 .063* 340 .213* ' SBT 3 4800 550 .115 1950 .406 SBR 0 0 0 0 EBL 1.5 1410 {.500}* 460 {.281}* EBT 2.5 6400 1790 .500 1340 .281 EBR 2 3200 580 .181 590 .184 WBL 0 0 0 WBT 0 WBR 0 0 0 0 TOTAL CAPACITY UTILIZATION 18. Birch & Bristol (S) .913 iy5 General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL NBT 2.5 6400 570 .153* 260 .081 NBR 1.5 410 310 .097 SBL 2 3200 190 .059* 400 .125 SBT 2 3200 390 .122 910 .284* SBT EBL 1.5 950 {.309}* 270 EBTEBR 33.5 8000 13440 .309 15Z0 .243* 0 0 WBT 0 0 WBR 0 0 0 0 TOTAL CAPACITY UTILIZATION 521 .527 19. Irvine & Mesa General Plan Buildout NBT NBR SBT SBR EBL EBT EBR WBT WBR LANES CAPACITY 3 4800 1 1600 4800 3 1 1600 3200 2 1 1600 1600 1 0 0 AM PK HOUR VOL VIC 056 1980 .413* 600 .375 850 .177 50 .031 320 .200* 430 134 .031 50 150 .056* 10 TOTAL CAPACITY UTILIZATION 20. Irvine & University General Plan Buildout LANES CAPACITY 1600 NBR 1 1600 SBR 1 1600 EBR d 1600 WBR d PM PK HOUR VOL VIC 50 .031* 900' .188 150 .094 006 .433* 2080 220 .138 110 .069* 210 .131 470 .147 580 .369* 10 675 .902 AM PK HOUR VOL VIC 130 .081 2370 .038* 770 .241 180 .113 520 .325* 110 .069 10 40 .025* 20 .013 TOTAL CAPACITY UTILIZATION PM PK HOUR VOL VIC 150 .094* 960 300 20 .013 .769 025 2460 * 470 .294 240 .150* 110 .069 20 80 .050* 50 .031 1.147 1.063 "(% ,.7 1 11 L 21. Irvine & Santiago General Plan Buildout LANES CAPACITY NBL 1 1600 3200 NBR 0 1600 SBBT R d 1600 EBR d WBR d 1600 Right Turn.Adjustment AM PK HOUR VOL V/C 1360 .428* 10 610 .191 40 .025 170 (.11g}* 100 .063 20 .044* 70 WBR .019* TOTAL CAPACITY UTILIZATION 22. Irvine & Highland General Plan Buildout LANES CAPACITY 1600 NBR d SBR d 1600 ET 1 600 1600 EBR d WBL 0 0 WBR d 1600 Right Turn Adjustment PM PK HOUR VOL V/C 90 .056* 920 .294 20 1580 ..01 494* 120 .075 2so .6441}* 100 .063 10 50 .031 EBR .007* 584 .619 AM PK HOUR VOL V/C .406 1300 * 10 .006 0 78 .24 4 30 .019 10 .056 100 .063 20 30 .031* 60 .038 WBR .007* TOTAL CAPACITY UTILIZATION 5ui PM VOL V/C HOUR 100 .063* 920 .0113 90 .434 3019 13* 70 .044 300 .6312}* 40 .025 10 50 .038* 20 .013 .b4/ 23. Irvine & Dover General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 40 .025 40 .025 NBT 2 3200 820 .256* 650 .203* NBR d 1600 20 .013 20 .013 500 970 SBT 2 3200 .156* .303* SBR d 1600 30 .019 60 .038 EBL 1 1600 100 .063* 50 .031* 1600 150 .106 1i0 .088 EBR 0 WBL 1 1600 20 .013 40 .025 WBT 1 1600 110 .069* 260 .163* WBR 1 1600 460 .288 320 .200 Right Turn Adjustment WBR .219* WBR .037* TOTAL CAPACITY UTILIZATION 24. Irvine & Westcliff 751 .647 General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 220 .069 350 .109* NBT 2 3200 550 .172* 420 .131 NBR d 1600 30 .019 10 .006 SBL 2 3200 190 .059* 60 .019 340 SBR d 1600 100 .063 .213* EBL 2 3200 310 .097* 250 .078* EBT 2 3200 600 .228 720 .297 EBR 0 0 130 230 WBL 1 1600 30 .019 90 .056 2 3200 460 .159* 10180 .341* WBR Right Turn Adjustment SBR .025* TOTAL CAPACITY UTILIZATION .487 Mi LA 25. Dover & Westcliff General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 320 .100* 1010 .316* NBT 2 3200 470 .147 660 .206 NBR 0 0 0 0 SBT 2 3200 420 .131* 360 .113* SBR 1 1600 60 :038 30 .019 EBL 2 3200 80 .025* 150 .047* EBR f 0 670 1070 WBL 0 0 0 0 0 WBR 0 0 0 TOTAL CAPACITY UTILIZATIUN 26. Dover & 16th Zbo .`+io General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 60 .038* 250 .156* NBT 3 4800 820 .171 1410 .294 NBR d 1600 10 .006 60 .038' SBL 1 1600 50 11300*1050 .031 50 .031 * SR B d 1600 .19 .031 EBL 1 1 1600 1600 20 10 .013 20 30 .013 .019* EBT EBR d 1600 230 .006* .144 230 .144 WBL 1 1600 40 .025* 40 .025* 600 1600 10 .106 30 .019 WBR 1 60 .038 50 .031 Right Turn Adjustment Multi .158* EBR .125* TOTAL CAPACITY UTILIZAIIUN 4/J Z)Z)u N%l h 27. Dover & Coast Hwy General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 40 .025 20 .013 40 30 NBR 1 1600 .025 .019* 750 960 SBT 1 1600 .0311* .038* SBR 1 1600 90 .056 140 .088 EBL 2 3200 90 .028 70 .022* 6400 3040 .487* 2320 .372 EBR 0 WBL 1 1600 60 .038* 100 .063 WBT 4 6400 1940 .303 3020 .472* WBR f 600 1350 Note: Assumes N/S Split Phasing TOTAL CAPACITY UTILIZATION 28. Bayside & Coast Hwy General Plan Buildout 11 i44 AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL NBT 2.5 4800 540 10 .117* 570 20 .125* NBR 0.5 10 SBL 1 1600 40 .025* 160 .100* SBT 1 1600 20 .013 30 .019 SBR d 1600 70 .044 140 .088 EBL 1 1600 120 .075 150 .094* 3610 2720 EBR 1 1600 .381* .450 WBL 1 1600 50 .031* 30 .019 WBT 4 6400 1900 .314 3820 .617* WBR 0 0 110 130 Right Turn Adjustment SBR .019* Note: Assumes N/S Split Phasing TOTAL CAPACITY UTILIZATION .852 .93b \Afn 29. MacArthur & Jamboree General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 210 .066 220 .069* 1600 1560 490 NBR 1 .350* .306 SBL 2 3200 120 .038* 260 .081 ' SBT 3 4800 450 .094 1660 .346* SBR f 120 470 EBL 2 3200 570 .178 260 .081 EBT 3 4800 1980 .413* 1390 .290* EBR f 110 50 WBL 2 3200 360 .113* 880 .275* WBT 3 4800 930 .194 1660 .346170 WBR TOTAL CAPACITY UTILIZATION 30. Jamboree & Bristol (N) IN General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 10 .003 10 .003* NBT 3 4800 350 .073* 10 .002 NBR 0 0 0 0 SBT 2.5 6400 10 .003 60 .013* SBR 1.5 10 .003 10 .006 EBR 0 0 0 0 WBR 0 0 0 0 TOTAL CAPACITY UTILIZATION .073 Ulb 31. Bayview Place & Bristol (S) General Plan Buildout LANES CAPACITY NBR 2 3200 SBT 0 0 SBR 1600 EBR 1 WBT 0 0 WBR Right Turn Adjustment AM PK HOUR PM PK HOUR VOL V/C VOL V/C 0 0 80 .025 360 113 0 0 0 0 3710 .580* 3310 .517* 120 .075 10 .006 0 0 0 0 NBR ,025* NBR .113* TOTAL CAPACITY UTILIZATION 32. Jamboree & Bristol (S) 605 .b3u General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C 5 8000 2350 .301* 26500 .344* NBR SBT 3 4800 670 .140 1610 .335 SBR 0 0 0 0 EBL 1.5 2080 .650* 950 {.4831* EBT 1.5 4800 590 .369 1370 .483 EBR 2 3200 1130 .353 1340 .419 WBT 0 0 0 WBR 0 TOTAL CAPACITY UTILIZATION 951 .827 \%1 9 II 33. Jamboree & Bayview Way General Plan Buildout LANES CAPACITY 6400 NBT 4 NBR 0 0 SBR 1 1600 1600 EBR 1 1600 WBR 1 Right Turn Adjustment AM PK HOUR PM PK HOUR VOL V/C VOL V/C 150 .094 70 .044* 22330 .362* 25580 .411 90 100 .031* 140 .044 1550 .242 2750 .430* ' 170 .106 80 .050 40 .013* 90 .028* 40 .025 180 .113 10 .003* 10 .003* 50 .031 130 .081 Multi .043* Multi .176* TOTAL CAPACITY UTILIZATION 34. Jamboree & Eastbluff/Univ. 4bZ bb.L General Plan Buildout AM'PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 60 .038 40 .025 1220 2310 NBR 1 1600 .138* .194* SBL 2 3200 150 .047* 440 .138* SBT 4 6400 1180 .184 2130 .333 SBR 1 1600 280 .175 410 .256 EBL 1.5 520 210 5 110 10 EBR 1 1600 .006* .006* WBL 1.5 280 .088* 190 .059* WBT 1.5 4800 470 .063 .031 WBR 450 10 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION 581 .bl.i Vi ci 35. Jamboree & Bison General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBT 4 6400 1560 .245* 1950 .305* NBR d 1600 410 .256 160 .100 SBL 2 3200 90 .028* 330 .103* SBT 4 6400 1370 .214 1740 .272 SBR 1 1600 50 .031 90 .056 EBL 1 1600 110 .069* 30 .019* EBT 0 EBR 1600 90 .056 20 .013 WBL 2 3200 170 .053* 370 .116* WBR 2 3200 340 .106 290 .091 Right Turn Adjustment Multi .064* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .459 36. Jamboree & Eastbluff/Ford General Plan Buildout .543 AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 390 .122* 390 .122* NBT 3 4800 1740 .400 2010 .490 NBR 0 0 180 340 SBL 2 3200 60 .019 70 .022 SBT 3 4800 1650 .344* 2090 .435* SBR 1 1600 70 .044 110 .069 EBL 1 1600 180 .113 60 .038 EBT 1600 190 .119* 320 .075* EBR f WBL 1.5 270 180 WBT 1.5 4800 490 .158* 140 .067* WBR 1 1600 90 .056 30 .019 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .743 .699 II C Vq 0 I 37. Jamboree & San Joaquin Hills General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 30 .019 80 .050 NBT 3 4800 1370 .285* 1770 .369* NBR f 90 190 SBL 2 3200 750 .234* 550 .172* ' SBT 3 4800 1410 .294 2070 .431 SBR 1 1600 40 .025 200 .125 EBL 1.5 280 .088* 90 .028* 1.5 EBR 1 1600 60 .038 40 .025 WBL 2 3200 100 .031* 250 .078* WBR 1600 .006 .031 f 4510 0 850 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION 38. Jamboree & Santa Barbara 11 b4/ General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 10 .006 10 .006 1250 1100 NBR 1 1600 .156* .063* SBL 2 3200 390 .122* 270 .084* 1080 1530 SBR 1 1600 .006 .019 EBL 1 1600 60 .038* 20 .013 1600 30 .025 20 .019* EBR 0 WBL 1.5 5 90 60 520 WBR 1 1600 .038* 370 .231* Right Turn Adjustment WBR .007* WBR .062* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION n`J4 39. Jamboree & Coast Hwy General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 40 .025 30 .019 2 3200 540 .209* 3000 .122* NBR 90 SBL 1 1600 200 .125* 250 .156* SBT 2 3200 260 .081 700 .219 SBR f 760 2030 EBL 3 4800 1300 .271* 850 .177* 6400 2320 .363 1840 .292 EBR 0 WBL 2 3200 120 038 310 .097 WBT 6400 1490 .233* 2650 .414*170 WBR f TOTAL CAPACITY UTILIZATION 40. Santa Cruz & San Joaquin H. General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 90 .028 470 .147* NBT 1600 40 .031* .125 NBR 0 1110 SBL 1 1600 20 .013* 10 .006 SBT 1 1600 10 .006 10 .006* SBR 1 1600 70 .044 60 .038 EBL 1 1600 60 .038 110 069* EBT 3 4800 450 .141* 430 .134 EBR 0 0 290 .181 230 .144 WBL 1 1600 230 .144* 30 .019 4800 3600 .081 550 .121* WBR 0 30 30 Right Turn Adjustment Multi .068* SBR .032* TOTAL CAPACITY UTILIZATION 397 .375 \/7 Z ' 41. Santa Rosa & San Joaquin H. ' General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 40 .025 180 .113* NBR 1 1600 170 .106* 660 .413 ' SBL 1 1600 90 .056* 100 .063 SBT 1 1600 20 .013 10 .006* ' SBR 1 1600 40 .025 60 .038 EBL 1 1600 40 .025 50 .031 EEBT BR 3 4800 370 .081* 130 90 150* WBL 2 3200 640 .200* 520 .163* ' WBR 0 4800 110 138 290 .071 Note: AssumesjRight-Turn Overlap for NBRulti 226* TOTAL CAPACITY UTILIZATION .343 .658 ' 42. Newport Center & Coast Hwy ' General Plan Buildout AM PK HOUR PM PK HOUR ' LANES CAPACITY VOL V/C VOL V/C 0 NBR 0 0 0 0 ' SBL 2 3200 20 .006* 270 .084* ' SBR f 0 90 860 EBL 2 3200 630 .197* 370 .116* EBBT R 3 4800 1930 .402 1790 .373 ' WBT WBR f 4800 14880 0 .308* 2010 .419* 150 ' TOTAL CAPACITY UTILIZATION .511 .619 44. Avocado & San Miguel General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 140 .088 70 .044 NBT 1 1600 160 .100* 20 .013* NBR 1 1600 60 .038 570 .356 SBL 1 1600 40 .025* 240 .150* SBT 1 1600 50 .031 160 .100 SBR 1 1600 20 .013 10 .006 EBL 1 1600 10 .006* 10 .006 2 3200 120 .047 700 .263* EBR 140 WBL 2 3200 490 .153 350 .109* 3200 480 .222* 560 .184 WBR 0 30 Right Turn Adjustment NBR .234* Note: Assumes Right -Turn Overlap for SBR NBR TOTAL CAPACITY UTILIZATION 45. Avocado & Coast Hwy 353 ./b9 General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 90 .056* 140 .088* NBT 1 1600 40 .025 90 .056 'NBR 1 1600 230 .144 140 .088 SBL 1.5 70 380 SBT 0.5 3200 60 .041* 130 .159* SBR 1 1600 40 .025 290 .181 EBL 1 1600 340 .213* 110 .069 EBT 3 4800 1590 .331 1880 .392* EBR d 1600 70 .044 80 .050 WBL 1 1600 140 .088 180 .113* WBT 3 4800 1730 .360* 1780 .371 WBR 1 1600 120 .075 80 .050 Right Turn Adjustment NBR .088* SBR .022* Note: Assumes N/S Split Phasing TOTAL CAPACITY UTILIZATION 758 .774 \('L`-1 46. SR-73 NB Ramps & Bison General Plan Buildout LANES CAPACITY NBL 5 BT 0 4800 NBR 1.5 SBR 0 0 3200 EBT 2 EBR 0 0 1600 WBR 1 Right Turn Adjustment AM HOUR VOLPK HOUR VOLPK 180 {.1021* 270 .084* 102 310 80 .050 0 0 10 1140 .356* 560 .1175 750 190 .1119 .469* WBR .266* TOTAL CAPACITY UIILILAIIUN 47. SR-73 SB Ramps & Bison General Plan Buildout LANES CAPACITY NBR 0 0 SBL 2 3200 SBT 0 0 SBR f EBR 1600 1 WBL 2 3200 WBT 2 3200 WBR 0 0 Right Turn Adjustment AM PK HOUR VOL V/C 0 860 .269* 10 300 .094* 180 .113 260 .081 0 EBR .019* TOTAL CAPACITY UTILILAIIUN PM PK HOUR VOL V/C 0 280 .088* 40 250 .078 120 .075 630 .0197* 0 4u 1 . LOU VZ5 48. MacArthur & Bison General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 350 .109 300 .094* 6400 3440 .538* 2460 .384 NBR f 120 SBL 2 3200 100 .031* 50 .016 SBT 4 6400 2300 .359 3020 .472* ' SBR 1 1600 320 .200 390 .244 EBL 2 3200 310 .097* 230 .072* EBT 3200 400 .125 200 .063 EBR f 280 WBL. 2 3200 180 .056 210 .066 WBT 2 3200 320 .100* 420 .131* WBR 1 1600 80 .050 60 .038 Note: Assumes Right -Turn Overlap for SBR TOTAL CAPACITY UTILIZATION 49. MacArthur & Ford/Bonita Cyn .766 rc:� General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 140 .044 80 .025 6400 1920 .298* 2230 .348* NBR f 480 SBL 2 3200 600 .188* 1390 .434* SBR 6400 2470 .386 23000 .359 f EBL 2 3200 30 '009 10 .003 EBT 2 3200 320 .100* 540 .169* EBR 1 1600 90 .056 120 .075 WBL 2 3200 570 .178* 390 .122* WBT 2 3200 630 .197 280 .088 WBR f 1690 760 TOTAL CAPACITY UTILIZATION 764 1.U73 Vi ,lo 50. MacArthur & San Joaquin H. General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 70 .022 30 .009 NBT 3 4800 1530 .319* 1800 .375* NBR 1 1600 10 .006 20 .013 SBL 2 3200 550 .172* 770 .241* SBT 3 4800 1550 .323 1840 .383 SBR f 1030 600 EBL 2 3200 150 .047* 860 .269* EBT 3 4800 310 .075 6770 .160 EBR 100 WBL 1 1600 20 .013 20 .013 3200 550 .172* 250 .078* WBR f TOTAL CAPACITY UTILIZATION 51. MacArthur & San Miguel General Plan Buildout 710 .963 AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 140 .044 160 .050* NBT 3 4800 1530 .319* 970 .202 NBR 1 1600 310 .194 470 .294 SBL 2 3200 10 .003* 10 .003 SBT 3 4800 1040 .217 1420 .296* SBR 1 1600 600 .375 530 .331 EBL 2 3200 70 .022 890 .278* EBT 2 3200 1000 .050* 510 .206 EBR WBL 2 3200 340 .106* 320 .100 WBT 2 3200 410 .128 250 .078* WBR d 1600 20 .013 40 .025 Right Turn Adjustment SBR .075* Note: Assumes Right -Turn Overlap for SBR TOTAL CAPACITY UTILIZATION .553 .702 VZ1 52. MacArthur & Coast Hwy General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBT 0 0 0 0 NBR 3200 520 .163* 800 .250* SBT 0 SBR f 420 760 EBL 2 3200 810 .253* 680 .213* 3 4800 1050 .219 1600 .333 EBR WBR3 4800 144500 .302* 1670 .348* TOTAL CAPACITY UTILIZATION 53. SR-73 NB Ramps & Bonita Cyn 718 .811 General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 530 .166* 60 .019* NBR 1 1600 330 .206 120 .075 SBT 0 0 0 0 SBR EBT 2 3200 850 .266* 990 .309* EBR 1 1600 40 .025 10 .006 WBL 2 3200 470 .147* 280 .088* 3200 1040 .325 1070 .334 WBR 0 Right Turn Adjustment NBR .040* NBR .056* TOTAL CAPACITY UTILIZATION 619 472 V9.13 54. SR-73 SB Ramps & Bonita Cyn General Plan Buildout LANES CAPACITY 3200 NBT 0 NBR 1 1600 0 SBBT R 0 EBR 1 1600 4800 WBT 3 WBR 0 0 Right Turn Adjustment AM PK HOUR PM PK HOUR VOL V/C VOL V/C 40 .013* 190 .059* 240' .150 240 .150 0 0 0 0 630 .197 750 .234* 140 .088 560 .350 190 .059 200 .063* 1410 .294* 920 .192 NBR .137* Multi .207* TOTAL CAPACITY UTILIZATION 55. Spyglass Hill & San Miguel 444 .0011 General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 40 30 {.019}* NBT 1 1600 40 .050* 20 .031 NBR d 1600 150 .094 180 .113 SBL 0 0 50 {.031}* 20 SBT 1 1600 30 .050 30 .031* SBR 1 1600 40 .025 30 .019 EBL 1 1600 50 .031 70 .044 330.09*5001* EBR d 1600 11 5 .031 WBL 1 1600 120 .075* 150 .094* WBT 2 3200 440 .138 390 .122 WBR d 1600 30 .019 40 .025 Right Turn Adjustment NBR .044* NBR .075* TOTAL CAPACITY UTILIZATION IN V�29 56. San Miguel & San Joaquin H. General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 10 .006* 10 .006 NBT 2 3200 260 .116 600 .297* NBR 0 0 110 350 SBL 1 1600 60 .038 150 .094* SBT 2 3200 520 .163* 310 .097 SBR 1 1600 370 .231 120 .075 EBL 2 3200 270 .084* 460 .144* EBT 3 4800 590 .125 820 .173 EBR 0 0 10 10 WBL 2 3200 450 .141 270 .084 4800 10880 .246* 510 .119* WBR 0 Note: Assumes Right -Turn Overlap for SBR TOTAL CAPACITY UTILIZATION 57. Goldenrod & Coast Hwy .499 .654 General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 120 .075* 60 .038* 1600 30 .025 30 .025 NBR' 0 10 SBT 0 1600 10 .088* .044* SBR 0 0 60 20 EBL 1 1600 30 .019* 30 .019 EBT 2 3200 1220 .381 2110 .659* EBR d 1600 30 .019 60 .038 WBL 1 1600 40 .025 30 .019* WBT 2 3200 2880 .900* 1840 .575 WBR d 1600 10 .006 10 .006 Note: Assumes N/S Split Phasing - TOTAL CAPACITY UTILIZATION 1.082 .760 \f3o 58. Marguerite & San Joaquin H. General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1.5 270 170 5 30 90 NBR 1 1600 .0119* .056* SBL 1 1600 60 .038 80 .050 ' 1600 30 .044* 40 .056* SBR 0 EBL 1 1600 20 .013* 40 .025 EBT 2 3200 420 .131 950 .297* EBR 1 1600 110 .069 310 .194 WBL 1 1600 40 .025 120 .075* WBT 3 4800 1030 .215* 590 .123 WBR d 1600 80 .050 40 .025 Note: Assumes N/S Split Phasing Note: Assumes Right -Turn Overlap for EBR TOTAL CAPACITY UTILIZATION 59. Marguerite & Coast Hwy .372 5uu General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 140 .088* 180 .113* 1600 180 .113 140 .131 NBR 0 SBL 1 1600 100 .063 110 .069 1600 .100* 1380 .131* SBR 0 160 EBL 1 1600 90 .056* 100 .063 EBT 2 3200 1370 .428 2030 .634* EBR 1 1600 60 .038 90 .056 WBL 1 1600 50 .031 110 .069* WBT 2 3200 2130 .672* 1600 .513 WBR 0 0 20 40 TOTAL CAPACITY UTILIZATION .916 .94/ \%31 60. Spyglass H. & San Joaquin H. General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 60 .038 50 .031 1600 .019* 30 .025* NBR 0 20 SBL 1 1600 60 .038* 50 .031* SBT 1 1600 10 .006 10 .006 SBR d 1600 260 .163 140 .088 EBL 1 1600 60 .038* 230 .144* EBT 2 3200 630 .197 1010 .316 EBR 1 1600 20 .013 50 .031 WBL 1 1600 10 .006 10 .006 WBT 2 3200 1070 .334* 580 .181* WBR d 1600 80 .050 70 .044 Right Turn Adjustment SBR .144* SBR .063* TOTAL CAPACITY UTILIZATION 61. Poppy & Coast Hwy 573 .444 General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 20 .013* 30 .019 NBT 1600 20 .019 110 .044* NBR 1 60 SBL 0 0 50 110 {.069}* 1600 10 .044* 10 .081 SBR 1 EBL 1 1600 10 .006* 20 .013 3200 1320 .441 1920 .619* EBR 0 WBL 1 1600 20 .013 30 .019* 3200 2030 .644* 1620 .528 WBR 0 TOTAL CAPACITY UTILIZATION 707 FM v32- 62. Newport Coast & SR•73 NB General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBT 2 3200 1210 .378* 740 .231 NBR f 460 290 SBT 2 3200 420 .131 870 .272* SBR 0 0 0 0 EBT 0 0 0 EBR 0 WBL 1.5 240 220 WBT 0 3200 0 .141* 0 .091* WBR 0.5 210 70 TOTAL CAPACITY UTILIZATION 64. Newport Coast & San Joaquin General Plan Buildout 519 JW AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 170 .053 180 .056* 4800 1390 .290* 680 .142 NBR p SBT 3 4800 720 .150 1090 .227* SBR 1 1600 100 .063 300 .188 EBL 1 1600 490 .306* 290 .181* EBR 2 3200 100 .031 130 .041 BR 0 0 W 0 0 Note: Assumes Right -Turn Overlap for EBR TOTAL CAPACITY UTILIZATION 596 .464 N%3 65. Newport Coast & Coast Hwy General Plan Buildout AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 10 .006 10 .006 NBT 1 1600 10 .006* 10 .006* NBR 1 1600 10 .006 10 .006 SBL 2 3200 280 .088* 780 .244* SBT 1 1600 .006 .006 SBR 1110 230 EBL 1 1600 270 .169* 130 .081 EBT 3 4800 980 .204 1680 .350* EBR 1 1600 10 .006 10 .006 WBL 1 1600 10 .006 10 .006* WBT 3 4800 1570 .327* 1260 .263 WBR 35 Note: Assumes N/S Split Phasing TOTAL CAPACITY UTILIZATION 590 .606 N/?, 4