Anaheim City Council
April 16, 2024

EXISTING CONDITION MODEL OUTPUT
Flow (mgd)
d/D
Cross Street ID Ratio Flow (mgd) d/D Ratio
Diameter
(in)
With Harbor Diversion
Length (ft)
No Harbor Diversion
Street
OT066329-OT057445 27 657.6 4.85 0.591 3.93 0.519
9th Street OT057445-OT057447 27 143.0 4.85 0.377 3.93 0.337 OT057447-OT057448 27 450.3 4.85 0.377 3.93 0.337
OT057448-OT057449 27 83.4 4.85 0.329 3.93 0.295
OT057449-OT057450 27 565.5 4.85 0.434 3.93 0.387
OT057450-OT057342 27 98.1 4.87 0.435 3.94 0.387
OT057342-OT057339 27 681.0 4.87 0.435 3.94 0.387
Euclid OT057339-SW050430 27 603.4 4.87 0.407 3.94 0.362 Clementine St SW087416-SW087415 21 15.4 1.85 0.480 1.85 0.480 SW087415-SW087414 21 146.5 1.85 0.480 1.85 0.480
SW087414-SW087413 21 103.6 1.85 0.480 1.85 0.480
SW087413-SW087425 21 90.2 1.89 0.486 1.89 0.486
SW087425-SW087317 21 239.5 1.89 0.486 1.89 0.486
SW087317-SW087315 21 124.2 1.89 0.486 1.89 0.486
SW087315-SW087318 21 93.7 2.04 0.507 2.04 0.507
SW087318-SW087313 21 116.0 2.10 0.516 2.10 0.516
SW087313-SW087311 21 125.6 2.12 0.519 2.12 0.519
SW087311-SW087309 21 213.2 2.15 0.524 2.15 0.524
SW087309-SW087307 21 317.0 2.25 0.539 2.25 0.539
Harbor Blvd SW087307-SW076411 24 56.5 2.25 0.438 3.54 0.572 SW076411-SW076424 24 52.5 2.25 0.438 3.54 0.571
SW076424-SW076410 24 278.2 2.55 0.470 3.84 0.602
SW076410-SW076409 24 159.1 2.60 0.475 3.89 0.607
SW076409-SW076408 24 158.6 2.69 0.484 3.98 0.617
Hotel Way SW076408-SW076407 24 60.0 2.92 0.508 4.21 0.641 SW076407-SW076405 24 318.3 2.92 0.509 4.21 0.641
SW076405-SW076433 24 56.4 3.15 0.532 4.44 0.665
SW076433-SW076308 24 379.5 3.15 0.532 4.44 0.665
SW076308-SW076307 24 176.0 3.15 0.532 4.44 0.665
SW076307-SW076306 24 202.5 3.15 0.532 4.44 0.665
SW076306-SW076305 24 113.2 3.15 0.532 4.44 0.666
SW076305-SW076304 24 261.9 3.40 0.557 4.68 0.692
SW076304-SW076303 24 109.7 3.40 0.557 4.68 0.691
SW076303-SW076302 24 279.0 3.40 0.557 4.68 0.692
Disneyland Dr SW076302-SW066417 24 53.3 2.32 0.445 3.19 0.537 SW066417-SW066422 24 275.5 2.58 0.473 3.24 0.541
SW066422-SW066421 24 330.6 2.59 0.474 3.25 0.542
SW066421-SW066420 24 250.1 2.61 0.476 3.27 0.544
Casa Vista St SW066420-SW066419 24 79.7 2.73 0.489 3.39 0.557 SW066419-SW066418 24 338.3 2.73 0.489 3.39 0.557
Walnut St SW066418-SW066328 24 329.5 2.73 0.489 3.39 0.557 SW066328-SW066327 24 331.3 2.73 0.489 3.39 0.557
SW066327-SW066325 24 326.9 2.73 0.489 3.40 0.557
SW066325-SW066324 24 299.2 2.73 0.489 3.40 0.557
SW066324-OT057444 24 42.9 2.73 0.489 3.40 0.556
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EXISTING CONDITION MODEL OUTPUT
Flow (mgd)
d/D
Cross Street ID Ratio Flow (mgd) d/D Ratio
Diameter
(in)
With Harbor Diversion
Length (ft)
No Harbor Diversion
Street
9th St OT057444-SW057450 24 120.1 1.51 0.351 1.81 0.388 SW057450-SW057442 24 224.7 1.51 0.352 1.81 0.388
SW057442-SW057441 24 350.0 1.55 0.356 1.85 0.393
SW057441-SW057440 24 338.4 1.55 0.356 1.85 0.393
SW057440-SW057341 24 361.7 1.56 0.358 1.87 0.395
SW057341-SW057340 24 78.9 1.56 0.358 1.87 0.395
SW057340-SW057339 24 267.3 1.59 0.362 1.90 0.398
SW057339-SW057338 24 356.0 1.59 0.362 1.90 0.398
SW057338-SW057337 24 349.8 1.59 0.362 1.90 0.398
SW057337-SW057336 24 94.0 1.59 0.362 1.90 0.398
SW057336-SW057335 24 19.1 1.59 0.178 1.90 0.194
SW057335-SW057334 24 44.0 1.59 0.259 1.90 0.283
Euclid St SW057334-SW057333 24 36.1 1.59 0.259 1.90 0.283 SW087201-SW087205 12 252.0 0.11 0.207 0.11 0.207
SW087205-SW087208 12 195.3 0.11 0.195 0.11 0.195
SW087208-SW087213 12 276.3 0.11 0.185 0.11 0.185
SW087213-SW087214 12 186.8 0.16 0.274 0.16 0.274
SW087214-SW087217 12 268.9 0.20 0.308 0.20 0.308
SW087217-SW087218 12 64.8 0.20 0.303 0.20 0.303
SW087218-SW087401 12 198.0 0.20 0.368 0.20 0.368
Disneyland Dr SW087401-SW087402 12 410.1 0.35 0.414 0.35 0.414 SW087402-SW087406 12 384.2 0.41 0.450 0.41 0.450
SW087406-SW087410 12 226.0 0.48 0.502 0.48 0.502
SW087426-SW087410 12 171.0 0.55 0.538 0.55 0.538
SW087410-SW087412 12 36.5 0.56 0.365 0.56 0.365
Katella Ave SW087412-SW087416 8 24.2 0.64 0.392 0.64 0.392 SW066402-SW066406 15 267.6 1.04 0.532 1.04 0.532
SW066433-SW066406 15 113.7 1.03 0.462 1.03 0.462
SW066406-SW066425 15 240.0 1.03 0.462 1.03 0.462
SW066425-SW066413 15 247.6 1.03 0.466 1.03 0.466
SW066413-SW066429 18 288.7 1.03 0.457 1.03 0.457
Katella Ave SW066429-SW066430 18 12.3 1.03 0.145 1.03 0.145 HARBOR4-HARBOR5 21 96.9 0.25 0.184 0.25 0.184
HARBOR5-HARBOR6 21 160.4 0.25 0.182 0.25 0.182
HARBOR6-HARBOR7 21 209.7 0.31 0.203 0.31 0.203
HARBOR7-HARBOR8 21 48.5 0.31 0.235 0.31 0.235
Katella Ave HARBOR8-SW076424 12 42.5 0.31 0.211 0.31 0.211 Katella Ave SW076302-WEST1 24 84.7 1.08 0.117 1.49 0.136 WEST1-WEST3 24 265.0 1.08 0.297 1.49 0.351
WEST3-WEST4 24 356.3 1.20 0.313 1.61 0.364
WEST4-WEST5 24 14.1 1.23 0.346 1.64 0.403
WEST5-WEST6 24 179.6 1.23 0.320 1.64 0.373
WEST6-WEST7 24 243.3 1.23 0.317 1.64 0.369
WEST7-ELEANOR1 24 22.3 1.23 0.325 1.64 0.378
ELEANOR1-ELEANOR2 24 258.4 1.23 0.302 1.64 0.351
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EXISTING CONDITION MODEL OUTPUT
Flow (mgd)
d/D
Cross Street ID Ratio Flow (mgd) d/D Ratio
Diameter
(in)
With Harbor Diversion
Length (ft)
No Harbor Diversion
Street
ELEANOR2-WAKEFIELD1 24 249.2 1.23 0.302 1.64 0.351
WKFIELD1-WKFIELD2 24 148.1 1.23 0.305 1.64 0.354
WKFIELD2-WKFIELD3 24 159.7 1.23 0.302 1.64 0.351
WKFIELD3-WKFIELD4 24 300.0 1.23 0.302 1.64 0.351
WKFIELD4-WKFIELD5 24 299.8 1.23 0.333 1.64 0.388
WKFIELD5-WKFIELD6 24 298.4 1.28 0.341 1.68 0.396
WKFIELD6-WKFIELD7 24 289.6 1.30 0.342 1.71 0.395
WKFIELD7-WKFIELD8 24 284.0 1.32 0.346 1.72 0.400
WKFIELD8-WKFIELD9 24 289.0 1.34 0.349 1.75 0.402
WKFIELD9-WKFIELD10 24 316.1 1.36 0.353 1.77 0.406
WAKEFIELD10-OT058408 24 8.4 1.40 0.388 1.80 0.447
Katella Ave OT057444-OT058209 24 384.4 1.23 0.264 1.58 0.301 OT058209-OT058219 24 555.5 1.23 0.264 1.58 0.301
OT058219-OT058406 24 513.6 1.23 0.264 1.58 0.301
OT058406-OT058408 24 92.3 1.23 0.265 1.59 0.302
OT058408-OT058415 24 371.1 2.63 0.393 3.39 0.453
OT058415-OT058435 24 728.3 2.63 0.393 3.39 0.453
Walnut St 135 15 85.2 0.00 0.000 0.00 0.000
133 18 257.7 0.00 0.000 0.00 0.000
SW065316-SW065315 18 349.9 0.00 0.000 0.00 0.000
SW065315-SW065314 18 337.7 0.01 0.032 0.01 0.032
SW065314-SW065313 18 38.9 0.01 0.032 0.01 0.032
9th Street SW065313-SW065312 24 168.7 0.31 0.076 0.31 0.076 SW065312-SW065311 24 18.3 0.63 0.107 0.63 0.107
SW065311-SW065310 24 39.5 0.63 0.204 0.63 0.204
SW065310-SW056423 24 106.6 0.63 0.204 0.63 0.204
SW056423-SW056422 24 351.0 0.64 0.204 0.64 0.204
SW056422-SW056421 24 350.1 0.64 0.205 0.64 0.205
SW056421-SW056420 24 294.4 0.65 0.206 0.65 0.206
SW056420-SW056327 24 407.1 0.75 0.221 0.75 0.221
SW056327-SW056326 24 346.7 0.75 0.222 0.75 0.222
SW056326-SW056325 24 349.6 0.76 0.223 0.76 0.223
SW056325-SW056324 24 354.1 0.77 0.225 0.77 0.225
SW056324-SW056323 24 26.5 0.77 0.225 0.77 0.225
Euclid St SW056323-OT057101 24 84.5 0.77 0.225 0.77 0.225 Wakefield SW098303-SW098309 21 323.4 0.30 0.187 0.30 0.187 SW098309-SW098314 21 173.9 0.41 0.218 0.41 0.218
SW098314-SW098325 21 93.0 0.42 0.223 0.42 0.223
SW098325-SW098320 21 187.4 0.44 0.226 0.44 0.226
SW098320-SW098321 21 18.6 0.48 0.230 0.48 0.230
SW098321-SW098324 21 343.2 0.54 0.252 0.54 0.252
Orangewood SW098324-SW099103 21 27.6 0.56 0.259 0.56 0.259 W
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EXISTING CONDITION MODEL OUTPUT
Flow (mgd)
d/D
Cross Street ID Ratio Flow (mgd) d/D Ratio
Diameter
(in)
With Harbor Diversion
Length (ft)
No Harbor Diversion
Street
SW099103-SW099104 21 323.2 0.61 0.266 0.61 0.266

ORANGEWOOD
SW099104-SW099201 21 320.8 0.64 0.272 0.64 0.272

ORANGEWOOD
SW099201-SW099202 21 325.7 0.70 0.285 0.70 0.285

ORANGEWOOD
SW099202-SW099239 21 30.8 0.80 0.322 0.80 0.322 ORANGEWOOD SW099239-SW099238 21 290.3 0.81 0.284 0.81 0.284
SIPHON Spinaker St SW099238-SW099237A 12 39.6 0.94 0.433 0.94 0.433

ORANGEWOOD
SW099237-SW099240 24 359.6 0.95 0.298 0.95 0.298

SPINAKER ST
SW099240-SW099241 24 292.5 0.95 0.296 0.95 0.296

SPINAKER ST
SW099241-SW099242 24 304.9 0.95 0.294 0.95 0.294

SPINAKER ST
Simmons Ave SW099242-SW099243 24 327.6 0.95 0.300 0.95 0.300 SPINAKER ST SW099243-SW099245 27 292.3 0.97 0.254 0.97 0.254

SIMMONS AVE
SW099245-SW099246 27 196.0 0.99 0.265 0.99 0.265

SIMMONS AVE
SW099246-SW099247 24 11.9 1.00 0.248 1.00 0.248

SIMMONS AVES
Lewis st SW099247-SW099248 24 10.0 1.00 0.339 1.00 0.339 IMMONS AVE

SCENARIO 1 PROJECT ANALYSIS MODEL OUTPUT
Flow (mgd)
d/D
Ratio Flow (mgd) d/D Ratio
Machester SW076416-SW075417 18 354.6 0.50 0.285 0.50 0.285 SW075417-SW076418 18 167.1 1.36 0.393 1.36 0.393
SW076418-SW076419 18 297.0 1.36 0.557 1.36 0.557
SW076419-SW076420 18 276.2 1.36 0.552 1.36 0.552
SW076420-SW076421 18 226.3 1.36 0.559 1.36 0.559
SW076421-SW076422 18 227.8 1.36 0.555 1.36 0.555
SW076422-SW076423 18 269.8 1.36 0.556 1.36 0.556
SW076423-SW076224 18 266.7 1.35 0.622 1.35 0.622
Disney Way SW076224-SW076425 18 312.0 1.35 0.519 1.35 0.519 SW076425-SW076402 18 188.8 1.35 0.499 1.35 0.499
SW076402-SW076403 18 238.1 1.35 0.495 1.35 0.495
SW076403-SW076404 18 235.9 1.35 0.491 1.35 0.491
Katella Ave SW076404-SW076432 18 235.2 1.35 0.436 1.35 0.436 DLD SW065410-SW065404 18 72.7 3.04 0.662 3.04 0.662
SW065404-SW065408 18 308.9 3.04 1.000 3.04 1.000
SW065408-SW065402 18 296.8 3.04 1.000 3.04 1.000
SW065402-SW065401 18 306.5 3.03 1.000 3.03 1.000
Walnut SW065401-SW065405 18 308.8 3.03 1.000 3.03 1.000 Magic Way SW065405-OT065334 24 174.5 3.50 0.624 3.50 0.624 OT065334-OT065317 24 560.0 3.50 0.641 3.50 0.641
Cerritos Ave 131 24 39.7 3.50 0.568 3.50 0.568
OT065317-OT066203 27 598.8 3.63 0.534 3.63 0.534
OT066203-OT066206 27 592.6 4.18 0.583 4.18 0.583
OT066206-OT066312 27 594.8 4.18 0.583 4.18 0.583
OT066312-OT066321 27 514.1 4.18 0.583 4.18 0.583
Katella Ave OT066321-OT066331 27 340.7 4.18 0.583 4.18 0.583 Harbor Blvd SW076432-SW076431 21 41.3 2.30 0.564 1.35 0.414 SW076431-SW076430 21 23.1 2.30 0.226 1.35 0.174
SW076430-SW076429 21 267.3 2.30 0.564 1.35 0.414
SW076429-SW076428 21 264.7 2.39 0.578 1.38 0.418
SW076428-SW076427 21 39.3 2.39 0.306 1.38 0.231
SW076427-SW076417 21 448.9 2.40 0.580 1.38 0.419
SW076417-SW076312 21 384.2 2.40 0.580 1.38 0.419
DCA SW076312-SW076311 21 374.4 3.48 0.756 2.88 0.655
SW076311-SW076310 21 252.8 3.48 0.756 2.88 0.654
SW076310-SW076309 21 249.0 3.47 0.756 2.88 0.654
SW076309-SW066430 21 260.6 3.47 0.756 2.88 0.654
Disneyland Dr SW066430-SW066424 24 44.1 4.01 0.641 3.27 0.561 SW066424-SW066428 24 19.3 3.62 0.604 2.93 0.529
SW066428-SW066427 24 265.2 3.62 0.600 2.93 0.525
SW066427-SW066423 24 331.9 3.62 0.600 2.93 0.525
SW066423-SW066426 24 314.1 3.62 0.600 2.93 0.525
SW066426-SW066332 24 340.4 3.62 0.600 2.93 0.525
SW066332-OT066331 24 25.0 3.73 0.612 2.94 0.526
Walnut OT066331-OT066329 27 660.7 7.84 1.000 6.92 0.769 OT066329-OT057445 27 657.6 7.84 1.000 6.92 0.769
9th Street OT057445-OT057447 27 143.0 7.83 0.493 6.92 0.459 With Harbor Diversion
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Street Cross Street ID
Diameter
(in) Length (ft)
No Harbor Diversion

SCENARIO 1 PROJECT ANALYSIS MODEL OUTPUT
Flow (mgd)
d/D
Ratio Flow (mgd) d/D Ratio
With Harbor Diversion
Street Cross Street ID
Diameter
(in) Length (ft)
No Harbor Diversion
OT057447-OT057448 27 450.3 7.83 0.493 6.92 0.459
OT057448-OT057449 27 83.4 7.83 0.426 6.92 0.398
OT057449-OT057450 27 565.5 7.83 0.576 6.92 0.533
OT057450-OT057342 27 98.1 7.85 0.577 6.92 0.533
OT057342-OT057339 27 681.0 7.85 0.577 6.92 0.534
Euclid OT057339-SW050430 27 603.4 7.85 0.535 6.92 0.496 Clementine St SW087416-SW087415 21 15.4 2.26 0.540 2.26 0.540 SW087415-SW087414 21 146.5 2.26 0.540 2.26 0.540
SW087414-SW087413 21 103.6 2.26 0.540 2.26 0.540
SW087413-SW087425 21 90.2 2.30 0.546 2.30 0.546
SW087425-SW087317 21 239.5 2.30 0.546 2.30 0.546
SW087317-SW087315 21 124.2 2.30 0.546 2.30 0.546
SW087315-SW087318 21 93.7 2.45 0.567 2.45 0.567
SW087318-SW087313 21 116.0 2.51 0.576 2.51 0.576
SW087313-SW087311 21 125.6 2.53 0.579 2.53 0.579
SW087311-SW087309 21 213.2 2.56 0.584 2.56 0.584
SW087309-SW087307 21 317.0 2.66 0.598 2.66 0.598
Harbor Blvd SW087307-SW076411 24 56.5 2.66 0.481 3.92 0.611 SW076411-SW076424 24 52.5 2.66 0.481 3.92 0.611
SW076424-SW076410 24 278.2 4.17 0.637 5.42 0.781
SW076410-SW076409 24 159.1 4.23 0.642 5.47 0.788
SW076409-SW076408 24 158.6 4.32 0.652 5.56 0.802
Hotel Way SW076408-SW076407 24 60.0 4.56 0.678 5.80 1.000 SW076407-SW076405 24 318.3 4.56 0.678 5.80 1.000
SW076405-SW076433 24 56.4 4.80 0.704 6.04 1.000
SW076433-SW076308 24 379.5 4.80 0.704 6.04 1.000
SW076308-SW076307 24 176.0 4.80 0.704 6.04 1.000
SW076307-SW076306 24 202.5 4.80 0.704 6.04 1.000
SW076306-SW076305 24 113.2 4.80 0.705 6.04 1.000
SW076305-SW076304 24 261.9 5.04 0.733 6.29 1.000
SW076304-SW076303 24 109.7 5.04 0.732 6.29 1.000
SW076303-SW076302 24 279.0 5.04 0.733 6.29 1.000
Disneyland Dr SW076302-SW066417 24 53.3 3.44 0.562 4.29 0.650 SW066417-SW066422 24 275.5 3.76 0.594 4.39 0.660
SW066422-SW066421 24 330.6 3.77 0.595 4.40 0.661
SW066421-SW066420 24 250.1 3.79 0.597 4.43 0.663
Casa Vista St SW066420-SW066419 24 79.7 3.91 0.611 4.55 0.678 SW066419-SW066418 24 338.3 3.91 0.610 4.55 0.677
Walnut St SW066418-SW066328 24 329.5 3.91 0.610 4.55 0.677 SW066328-SW066327 24 331.3 3.91 0.610 4.55 0.677
SW066327-SW066325 24 326.9 3.92 0.610 4.55 0.677
SW066325-SW066324 24 299.2 3.92 0.610 4.55 0.677
SW066324-OT057444 24 42.9 3.92 0.610 4.55 0.677
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SCENARIO 1 PROJECT ANALYSIS MODEL OUTPUT
Flow (mgd)
d/D
Ratio Flow (mgd) d/D Ratio
With Harbor Diversion
Street Cross Street ID
Diameter
(in) Length (ft)
No Harbor Diversion
9th St OT057444-SW057450 24 120.1 2.05 0.415 2.33 0.446 SW057450-SW057442 24 224.7 2.05 0.415 2.33 0.447
SW057442-SW057441 24 350.0 2.09 0.420 2.38 0.451
SW057441-SW057440 24 338.4 2.09 0.420 2.38 0.451
SW057440-SW057341 24 361.7 2.11 0.422 2.39 0.453
SW057341-SW057340 24 78.9 2.11 0.422 2.39 0.453
SW057340-SW057339 24 267.3 2.14 0.425 2.42 0.456
SW057339-SW057338 24 356.0 2.14 0.425 2.42 0.456
SW057338-SW057337 24 349.8 2.14 0.425 2.42 0.456
SW057337-SW057336 24 94.0 2.14 0.425 2.42 0.456
SW057336-SW057335 24 19.1 2.14 0.205 2.42 0.218
SW057335-SW057334 24 44.0 2.14 0.301 2.42 0.321
Euclid St SW057334-SW057333 24 36.1 2.14 0.301 2.42 0.321 SW087201-SW087205 12 252.0 0.52 0.463 0.52 0.463
SW087205-SW087208 12 195.3 0.52 0.433 0.52 0.433
SW087208-SW087213 12 276.3 0.52 0.409 0.52 0.409
SW087213-SW087214 12 186.8 0.57 0.554 0.57 0.554
SW087214-SW087217 12 268.9 0.61 0.573 0.61 0.573
SW087217-SW087218 12 64.8 0.61 0.562 0.61 0.562
SW087218-SW087401 12 198.0 0.61 0.728 0.61 0.728
Disneyland Dr SW087401-SW087402 12 410.1 0.76 0.666 0.76 0.666 SW087402-SW087406 12 384.2 0.82 0.695 0.82 0.695
SW087406-SW087410 12 226.0 0.89 0.763 0.89 0.763
SW087426-SW087410 12 171.0 0.96 0.804 0.96 0.804
SW087410-SW087412 12 36.5 0.97 0.496 0.97 0.496
Katella Ave SW087412-SW087416 8 24.2 1.05 0.519 1.05 0.519 SW066402-SW066406 15 267.6 1.05 0.535 1.05 0.535
SW066433-SW066406 15 113.7 1.04 0.465 1.04 0.465
SW066406-SW066425 15 240.0 1.04 0.465 1.04 0.465
SW066425-SW066413 15 247.6 1.04 0.469 1.04 0.469
SW066413-SW066429 18 288.7 1.04 0.460 1.04 0.460
Katella Ave SW066429-SW066430 18 12.3 1.04 0.146 1.04 0.146 HARBOR4-HARBOR5 21 96.9 1.50 0.467 1.50 0.467
HARBOR5-HARBOR6 21 160.4 1.50 0.462 1.50 0.462
HARBOR6-HARBOR7 21 209.7 1.57 0.475 1.57 0.475
HARBOR7-HARBOR8 21 48.5 1.56 0.566 1.56 0.566
Katella Ave HARBOR8-SW076424 12 42.5 1.56 0.494 1.56 0.494 Katella Ave SW076302-WEST1 24 84.7 1.61 0.141 2.00 0.157 WEST1-WEST3 24 265.0 1.61 0.366 2.00 0.412
WEST3-WEST4 24 356.3 1.73 0.379 2.12 0.424
WEST4-WEST5 24 14.1 1.76 0.419 2.15 0.470
WEST5-WEST6 24 179.6 1.76 0.387 2.15 0.433
WEST6-WEST7 24 243.3 1.76 0.383 2.15 0.428
WEST7-ELEANOR1 24 22.3 1.76 0.393 2.15 0.439
ELEANOR1-ELEANOR2 24 258.4 1.76 0.365 2.15 0.407
K
A
T
E
L
L
A
A
V
E
S
O
U
T
H
D
L
D
C
L
E
M
I
N
T
I
N
E
H
A
R
B
O
R
S
O
U
T
H
W
E
S
T
S
T
R
E
E
T

ELEANOR

SCENARIO 1 PROJECT ANALYSIS MODEL OUTPUT
Flow (mgd)
d/D
Ratio Flow (mgd) d/D Ratio
With Harbor Diversion
Street Cross Street ID
Diameter
(in) Length (ft)
No Harbor Diversion
ELEANOR2-WAKEFIELD1 24 249.2 1.75 0.365 2.15 0.407
WKFIELD1-WKFIELD2 24 148.1 1.75 0.368 2.15 0.410
WKFIELD2-WKFIELD3 24 159.7 1.75 0.364 2.15 0.406
WKFIELD3-WKFIELD4 24 300.0 1.75 0.365 2.15 0.407
WKFIELD4-WKFIELD5 24 299.8 1.75 0.403 2.15 0.451
WKFIELD5-WKFIELD6 24 298.4 1.80 0.411 2.20 0.459
WKFIELD6-WKFIELD7 24 289.6 1.83 0.411 2.22 0.458
WKFIELD7-WKFIELD8 24 284.0 1.85 0.415 2.24 0.463
WKFIELD8-WKFIELD9 24 289.0 1.87 0.418 2.26 0.465
WKFIELD9-WKFIELD10 24 316.1 1.89 0.421 2.28 0.469
WAKEFIELD10-OT058408 24 8.4 1.92 0.464 2.32 0.517
Katella Ave OT057444-OT058209 24 384.4 1.87 0.328 2.22 0.359 OT058209-OT058219 24 555.5 1.87 0.328 2.22 0.359
OT058219-OT058406 24 513.6 1.87 0.328 2.22 0.359
OT058406-OT058408 24 92.3 1.87 0.329 2.22 0.360
OT058408-OT058415 24 371.1 3.79 0.483 4.54 0.538
OT058415-OT058435 24 728.3 3.79 0.484 4.54 0.538
W
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E
F
I
E
L
D
A
V
E
9 T
H
S
T
R
E
E
T

SCENARIO 2 PROJECT ANALYSIS MODEL OUTPUT
Flow (mgd) d/D Ratio Flow (mgd)
d/D
Ratio
Machester SW076416-SW075417 18 354.6 0.50 0.285 0.50 0.285 SW075417-SW076418 18 167.1 1.07 0.346 1.07 0.346
SW076418-SW076419 18 297.0 1.07 0.484 1.07 0.484
SW076419-SW076420 18 276.2 1.07 0.480 1.07 0.480
SW076420-SW076421 18 226.3 1.07 0.486 1.07 0.486
SW076421-SW076422 18 227.8 1.07 0.482 1.07 0.482
SW076422-SW076423 18 269.8 1.07 0.483 1.07 0.483
SW076423-SW076224 18 266.7 1.07 0.535 1.07 0.535
Disney Way SW076224-SW076425 18 312.0 1.07 0.453 1.07 0.453 SW076425-SW076402 18 188.8 1.07 0.436 1.07 0.436
SW076402-SW076403 18 238.1 1.07 0.433 1.07 0.433
SW076403-SW076404 18 235.9 1.07 0.429 1.07 0.429
Katella Ave SW076404-SW076432 18 235.2 1.07 0.383 1.07 0.383 DLD SW065410-SW065404 18 72.7 2.62 0.599 2.62 0.599
SW065404-SW065408 18 308.9 2.62 0.775 2.62 0.775
SW065408-SW065402 18 296.8 2.62 0.777 2.62 0.777
SW065402-SW065401 18 306.5 2.62 0.777 2.62 0.777
Walnut SW065401-SW065405 18 308.8 2.62 1.000 2.62 1.000 Magic Way SW065405-OT065334 24 174.5 3.08 0.575 3.08 0.575 OT065334-OT065317 24 560.0 3.08 0.589 3.08 0.589
Cerritos Ave 131 24 39.7 3.08 0.525 3.08 0.525
OT065317-OT066203 27 598.8 3.15 0.490 3.15 0.490
OT066203-OT066206 27 592.6 3.57 0.529 3.57 0.529
OT066206-OT066312 27 594.8 3.57 0.529 3.57 0.529
OT066312-OT066321 27 514.1 3.57 0.529 3.57 0.529
Katella Ave OT066321-OT066331 27 340.7 3.57 0.529 3.57 0.529 Harbor Blvd SW076432-SW076431 21 41.3 2.13 0.539 1.07 0.365 SW076431-SW076430 21 23.1 2.13 0.218 1.07 0.155
SW076430-SW076429 21 267.3 2.13 0.538 1.07 0.364
SW076429-SW076428 21 264.7 2.23 0.552 1.13 0.374
SW076428-SW076427 21 39.3 2.23 0.295 1.13 0.209
SW076427-SW076417 21 448.9 2.24 0.554 1.14 0.377
SW076417-SW076312 21 384.2 2.24 0.554 1.14 0.377
DCA SW076312-SW076311 21 374.4 3.15 0.699 2.34 0.570
SW076311-SW076310 21 252.8 3.15 0.699 2.34 0.570
SW076310-SW076309 21 249.0 3.15 0.699 2.34 0.569
SW076309-SW066430 21 260.6 3.15 0.699 2.34 0.569
Disneyland Dr SW066430-SW066424 24 44.1 3.69 0.606 2.73 0.502 SW066424-SW066428 24 19.3 3.30 0.569 2.47 0.478
SW066428-SW066427 24 265.2 3.30 0.565 2.47 0.475
SW066427-SW066423 24 331.9 3.30 0.565 2.47 0.475
SW066423-SW066426 24 314.1 3.30 0.565 2.47 0.475
SW066426-SW066332 24 340.4 3.30 0.565 2.47 0.475
SW066332-OT066331 24 25.0 3.41 0.577 2.48 0.477
Walnut OT066331-OT066329 27 660.7 6.58 0.736 5.99 0.683 Street Cross Street ID
Diameter
(in)
With Harbor Diversion
H
A
R
B
O
R
W
E
S
T
M
A
G
I
C
W
A
Y
W
A
L
N
U
T
W
E
S
T
K
A
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L
L
A
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N
O
R
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H
Length (ft)
No Harbor Diversion

SCENARIO 2 PROJECT ANALYSIS MODEL OUTPUT
Flow (mgd) d/D Ratio Flow (mgd)
d/D
Street Cross Street ID Ratio
Diameter
(in)
With Harbor Diversion
Length (ft)
No Harbor Diversion
OT066329-OT057445 27 657.6 6.58 0.736 5.99 0.684
9th Street OT057445-OT057447 27 143.0 6.58 0.446 5.99 0.423 OT057447-OT057448 27 450.3 6.58 0.446 5.99 0.423
OT057448-OT057449 27 83.4 6.58 0.388 5.99 0.368
OT057449-OT057450 27 565.5 6.58 0.517 5.99 0.489
OT057450-OT057342 27 98.1 6.60 0.518 5.99 0.489
OT057342-OT057339 27 681.0 6.60 0.518 5.99 0.490
Euclid OT057339-SW050430 27 603.4 6.60 0.483 5.99 0.456 Clementine St SW087416-SW087415 21 15.4 2.26 0.540 2.26 0.540 SW087415-SW087414 21 146.5 2.26 0.540 2.26 0.540
SW087414-SW087413 21 103.6 3.10 0.664 3.10 0.664
SW087413-SW087425 21 90.2 3.14 0.670 3.14 0.670
SW087425-SW087317 21 239.5 3.14 0.670 3.14 0.670
SW087317-SW087315 21 124.2 3.14 0.670 3.14 0.670
SW087315-SW087318 21 93.7 3.29 0.693 3.29 0.693
SW087318-SW087313 21 116.0 3.35 0.703 3.35 0.703
SW087313-SW087311 21 125.6 3.37 0.706 3.37 0.706
SW087311-SW087309 21 213.2 3.40 0.712 3.40 0.712
SW087309-SW087307 21 317.0 3.51 0.729 3.51 0.729
Harbor Blvd SW087307-SW076411 24 56.5 3.51 0.568 4.77 0.701 SW076411-SW076424 24 52.5 3.51 0.568 4.77 0.701
SW076424-SW076410 24 278.2 5.41 0.781 6.67 1.000
SW076410-SW076409 24 159.1 5.46 0.785 6.71 1.000
SW076409-SW076408 24 158.6 5.55 0.799 6.80 1.000
Hotel Way SW076408-SW076407 24 60.0 5.79 1.000 7.04 1.000 SW076407-SW076405 24 318.3 5.79 1.000 7.04 1.000
SW076405-SW076433 24 56.4 6.03 1.000 7.27 1.000
SW076433-SW076308 24 379.5 6.03 1.000 7.27 1.000
SW076308-SW076307 24 176.0 6.02 1.000 7.27 1.000
SW076307-SW076306 24 202.5 6.02 1.000 7.27 1.000
SW076306-SW076305 24 113.2 6.02 1.000 7.27 1.000
SW076305-SW076304 24 261.9 6.27 1.000 7.52 1.000
SW076304-SW076303 24 109.7 6.27 1.000 7.52 1.000
SW076303-SW076302 24 279.0 6.27 1.000 7.52 1.000
Disneyland Dr SW076302-SW066417 24 53.3 4.28 0.649 5.13 0.745 SW066417-SW066422 24 275.5 4.57 0.680 5.21 0.754
SW066422-SW066421 24 330.6 4.58 0.681 5.22 0.755
SW066421-SW066420 24 250.1 4.61 0.683 5.25 0.757
Casa Vista St SW066420-SW066419 24 79.7 4.73 0.698 5.37 0.775 SW066419-SW066418 24 338.3 4.73 0.697 5.37 0.774
Walnut St SW066418-SW066328 24 329.5 4.73 0.697 5.37 0.774 SW066328-SW066327 24 331.3 4.73 0.697 5.37 0.774
SW066327-SW066325 24 326.9 4.73 0.697 5.37 0.774
SW066325-SW066324 24 299.2 4.73 0.697 5.37 0.774
SW066324-OT057444 24 42.9 4.73 0.697 5.37 0.773
K
A
T
E
L
L
A
N
O
R
T
H
K
A
T
E
L
L
A
A
V
E
S
O
U
T
H

SCENARIO 2 PROJECT ANALYSIS MODEL OUTPUT
Flow (mgd) d/D Ratio Flow (mgd)
d/D
Street Cross Street ID Ratio
Diameter
(in)
With Harbor Diversion
Length (ft)
No Harbor Diversion
9th St OT057444-SW057450 24 120.1 2.41 0.455 2.69 0.484 SW057450-SW057442 24 224.7 2.41 0.455 2.69 0.485
SW057442-SW057441 24 350.0 2.46 0.459 2.74 0.489
SW057441-SW057440 24 338.4 2.46 0.459 2.74 0.489
SW057440-SW057341 24 361.7 2.47 0.461 2.75 0.491
SW057341-SW057340 24 78.9 2.47 0.461 2.75 0.490
SW057340-SW057339 24 267.3 2.50 0.465 2.78 0.494
SW057339-SW057338 24 356.0 2.50 0.465 2.78 0.494
SW057338-SW057337 24 349.8 2.50 0.465 2.78 0.494
SW057337-SW057336 24 94.0 2.50 0.465 2.78 0.494
SW057336-SW057335 24 19.1 2.50 0.222 2.78 0.234
SW057335-SW057334 24 44.0 2.50 0.327 2.78 0.345
Euclid St SW057334-SW057333 24 36.1 2.50 0.327 2.78 0.345 SW087201-SW087205 12 252.0 0.52 0.463 0.52 0.463
SW087205-SW087208 12 195.3 0.52 0.433 0.52 0.433
SW087208-SW087213 12 276.3 0.52 0.409 0.52 0.409
SW087213-SW087214 12 186.8 0.57 0.554 0.57 0.554
SW087214-SW087217 12 268.9 0.61 0.573 0.61 0.573
SW087217-SW087218 12 64.8 0.61 0.562 0.61 0.562
SW087218-SW087401 12 198.0 0.61 0.728 0.61 0.728
Disneyland Dr SW087401-SW087402 12 410.1 0.76 0.666 0.76 0.666 SW087402-SW087406 12 384.2 0.82 0.695 0.82 0.695
SW087406-SW087410 12 226.0 0.89 0.763 0.89 0.763
SW087426-SW087410 12 171.0 0.96 0.804 0.96 0.804
SW087410-SW087412 12 36.5 0.97 0.496 0.97 0.496
Katella Ave SW087412-SW087416 8 24.2 1.05 0.519 1.05 0.519 SW066402-SW066406 15 267.6 1.05 0.535 1.05 0.535
SW066433-SW066406 15 113.7 1.04 0.465 1.04 0.465
SW066406-SW066425 15 240.0 1.04 0.465 1.04 0.465
SW066425-SW066413 15 247.6 1.04 0.469 1.04 0.469
SW066413-SW066429 18 288.7 1.04 0.460 1.04 0.460
Katella Ave SW066429-SW066430 18 12.3 1.04 0.146 1.04 0.146 HARBOR4-HARBOR5 21 96.9 1.94 0.543 1.94 0.543
HARBOR5-HARBOR6 21 160.4 1.94 0.537 1.94 0.537
HARBOR6-HARBOR7 21 209.7 1.99 0.548 1.99 0.548
HARBOR7-HARBOR8 21 48.5 1.99 0.615 1.99 0.615
Katella Ave HARBOR8-SW076424 12 42.5 1.99 0.573 1.99 0.573 Katella Ave SW076302-WEST1 24 84.7 2.00 0.157 2.39 0.172 WEST1-WEST3 24 265.0 2.00 0.411 2.39 0.455
WEST3-WEST4 24 356.3 2.12 0.423 2.51 0.466
WEST4-WEST5 24 14.1 2.15 0.470 2.54 0.519
WEST5-WEST6 24 179.6 2.15 0.432 2.54 0.476
WEST6-WEST7 24 243.3 2.15 0.427 2.54 0.470
WEST7-ELEANOR1 24 22.3 2.15 0.439 2.54 0.483
ELEANOR1-ELEANOR2 24 258.4 2.15 0.407 2.54 0.447

ELEANOR
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L
A
A
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E
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O
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H
C
L
E
M
I
N
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L
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H
A
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B
O
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H
W
E
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E
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SCENARIO 2 PROJECT ANALYSIS MODEL OUTPUT
Flow (mgd) d/D Ratio Flow (mgd)
d/D
Street Cross Street ID Ratio
Diameter
(in)
With Harbor Diversion
Length (ft)
No Harbor Diversion
ELEANOR2-WAKEFIELD1 24 249.2 2.15 0.406 2.54 0.447
WKFIELD1-WKFIELD2 24 148.1 2.14 0.410 2.54 0.450
WKFIELD2-WKFIELD3 24 159.7 2.14 0.406 2.54 0.446
WKFIELD3-WKFIELD4 24 300.0 2.14 0.406 2.54 0.447
WKFIELD4-WKFIELD5 24 299.8 2.14 0.451 2.54 0.497
WKFIELD5-WKFIELD6 24 298.4 2.19 0.458 2.59 0.505
WKFIELD6-WKFIELD7 24 289.6 2.22 0.457 2.61 0.503
WKFIELD7-WKFIELD8 24 284.0 2.24 0.463 2.63 0.508
WKFIELD8-WKFIELD9 24 289.0 2.26 0.465 2.65 0.510
WKFIELD9-WKFIELD10 24 316.1 2.28 0.468 2.67 0.514
WAKEFIELD10-OT058408 24 8.4 2.31 0.516 2.71 0.569
Katella Ave OT057444-OT058209 24 384.4 2.32 0.368 2.67 0.397 OT058209-OT058219 24 555.5 2.32 0.368 2.67 0.397
OT058219-OT058406 24 513.6 2.32 0.368 2.67 0.397
OT058406-OT058408 24 92.3 2.32 0.369 2.68 0.398
OT058408-OT058415 24 371.1 4.63 0.545 5.39 0.599
OT058415-OT058435 24 728.3 4.63 0.545 5.39 0.599
W
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E
F
I
E
L
D
A
V
E
9 T
H
S
T
R
E
E
T

BALL ROAD PROJECT ANALYSIS MODEL OUTPUT
Street Cross Street ID
Diameter
(in) Length (ft) Flow (mgd)
d/D
Ratio
SW085317-SW085321 18 155 1.47 0.59
SW085321-SW085322 18 94 1.52 0.60
SW085322-SW074417 18 286 1.52 0.66
Harbor SW074417-SW074416 18 130 1.60 0.69
SW074416-SW074428 24 177 1.02 0.29
SW074428-SW074429 24 177 1.02 0.29
SW074429-SW074430 24 94 1.02 0.29
SW074430-SW075202 24 49 1.02 0.29
I-5 Fwy SW075202-SW075201 24 447 4.15 0.54
SW075201-SW075104 24 437 4.15 0.51
SW075104-SW075103 24 108 4.15 0.51
SW075103-SW075102 24 489 4.16 0.50
SW075102-SW075101 24 510 4.16 0.52
SW075101-SW065203 24 468 4.16 0.51
SW065203-SW065215 24 420 4.16 0.51
SW065215-SW065202 24 40 4.16 0.51
SW065202-SW065201 24 454 10.39 0.51
Walnut SW065201-SW064427 33 39 10.65 0.61
SW064427-SW064426 33 9 10.65 0.50
SW064426-SW064317 33 357 10.65 0.50
SW064317-SW064316 33 521 10.65 0.50
SW064316-OT064315 33 353 10.65 0.50
OT064315-OT055436 33 613 10.65 0.62
OT055436-OT055435 33 586 10.65 0.62
OT055435-OT055336 33 603 10.65 0.62
OT055336-OT055334 33 599 10.65 0.62
Euclid OT055334-OT055333 33 296 10.55 0.62
B
A
L
L
R
O
A
D
Disneyland
Drive

PIPELINE IMPROVEMENT ANALYSIS MODEL OUTPUT
Diameter
(in) Flow (mgd) d/D Ratio
Diameter
(in) Flow (mgd) d/D Ratio
Machester SW076416-SW075417 354.6 18 0.50 0.285 18 0.50 0.285 SW075417-SW076418 167.1 18 1.36 0.393 18 1.07 0.346
SW076418-SW076419 297.0 18 1.36 0.557 18 1.07 0.484
SW076419-SW076420 276.2 18 1.36 0.552 18 1.07 0.480
SW076420-SW076421 226.3 18 1.36 0.559 18 1.07 0.486
SW076421-SW076422 227.8 18 1.36 0.555 18 1.07 0.482
SW076422-SW076423 269.8 18 1.36 0.556 18 1.07 0.483
SW076423-SW076224 266.7 18 1.35 0.622 18 1.07 0.535
Disney Way SW076224-SW076425 312.0 18 1.35 0.519 18 1.07 0.453 SW076425-SW076402 188.8 18 1.35 0.499 18 1.07 0.436
SW076402-SW076403 238.1 18 1.35 0.495 18 1.07 0.433
SW076403-SW076404 235.9 18 1.35 0.491 18 1.07 0.429
Katella Ave SW076404-SW076432 235.2 18 1.35 0.436 18 1.07 0.383 DLD SW065410-SW065404 72.7 18 3.04 0.662 18 2.62 0.599
SW065404-SW065408 308.9 18 3.04 1.000 18 2.62 0.775
SW065408-SW065402 296.8 18 3.04 1.000 18 2.62 0.777
SW065402-SW065401 306.5 18 3.03 1.000 18 2.62 0.777
Walnut SW065401-SW065405 308.8 18 3.03 1.000 18 2.62 1.000 Magic Way SW065405-OT065334 174.5 24 3.50 0.624 24 3.08 0.575 OT065334-OT065317 560.0 24 3.50 0.641 24 3.08 0.589
Cerritos Ave 131 39.7 24 3.50 0.568 24 3.08 0.525
OT065317-OT066203 598.8 27 3.63 0.534 27 3.15 0.490
OT066203-OT066206 592.6 27 4.18 0.583 27 3.57 0.529
OT066206-OT066312 594.8 27 4.18 0.583 27 3.57 0.529
OT066312-OT066321 514.1 27 4.18 0.583 27 3.57 0.529
Katella Ave OT066321-OT066331 340.7 27 4.18 0.583 27 3.57 0.529 Harbor Blvd SW076432-SW076431 41.3 21 2.30 0.564 21 1.07 0.365 SW076431-SW076430 23.1 21 2.30 0.226 21 1.07 0.155
SW076430-SW076429 267.3 21 2.30 0.564 21 1.07 0.364
SW076429-SW076428 264.7 21 2.39 0.578 21 1.13 0.374
SW076428-SW076427 39.3 21 2.39 0.306 21 1.13 0.209
SW076427-SW076417 448.9 21 2.40 0.580 21 1.14 0.377
SW076417-SW076312 384.2 21 2.40 0.580 21 1.14 0.377
DCA SW076312-SW076311 374.4 21 3.48 0.756 21 2.34 0.570 SW076311-SW076310 252.8 21 3.48 0.756 21 2.34 0.570
SW076310-SW076309 249.0 21 3.47 0.756 21 2.34 0.569
SW076309-SW066430 260.6 21 3.47 0.756 21 2.34 0.569
Disneyland Dr SW066430-SW066424 44.1 24 4.01 0.641 24 2.73 0.502 SW066424-SW066428 19.3 24 3.62 0.604 24 2.47 0.478
SW066428-SW066427 265.2 24 3.62 0.600 24 2.47 0.475
SW066427-SW066423 331.9 24 3.62 0.600 24 2.47 0.475
SW066423-SW066426 314.1 24 3.62 0.600 24 2.47 0.475
SW066426-SW066332 340.4 24 3.62 0.600 24 2.47 0.475
SW066332-OT066331 25.0 24 3.73 0.612 24 2.48 0.477
Scenario 2B
K
A
T
E
L
L
A
A
V
E
N
O
R
T
H
Length
(ft)
Scenario 1A
H
A
R
B
O
R
W
E
S
T
M
A
G
I
C
W
A
Y
W
A
L
N
U
T
W
E
S
T
Street Cross Street ID

PIPELINE IMPROVEMENT ANALYSIS MODEL OUTPUT
Diameter
(in) Flow (mgd) d/D Ratio
Diameter
(in) Flow (mgd) d/D Ratio
Scenario 2B
Length
(ft)
Scenario 1A
Street Cross Street ID
Walnut OT066331-OT066329 660.7 33 7.84 0.571 27 5.99 0.683 OT066329-OT057445 657.6 33 7.84 0.571 27 5.99 0.684
9th Street OT057445-OT057447 143.0 27 7.83 0.493 27 5.99 0.423 OT057447-OT057448 450.3 27 7.83 0.493 27 5.99 0.423
OT057448-OT057449 83.4 27 7.83 0.426 27 5.99 0.368
OT057449-OT057450 565.5 27 7.83 0.576 27 5.99 0.489
OT057450-OT057342 98.1 27 7.85 0.577 27 5.99 0.489
OT057342-OT057339 681.0 27 7.85 0.577 27 5.99 0.490
Euclid OT057339-SW050430 603.4 27 7.85 0.535 27 5.99 0.456 Clementine St SW087416-SW087415 15.4 21 2.26 0.540 21 2.26 0.540 SW087415-SW087414 146.5 21 2.26 0.540 21 2.26 0.540
SW087414-SW087413 103.6 21 2.26 0.540 21 3.10 0.664
SW087413-SW087425 90.2 21 2.30 0.546 21 3.14 0.670
SW087425-SW087317 239.5 21 2.30 0.546 21 3.14 0.670
SW087317-SW087315 124.2 21 2.30 0.546 21 3.14 0.670
SW087315-SW087318 93.7 21 2.45 0.567 21 3.29 0.693
SW087318-SW087313 116.0 21 2.51 0.576 21 3.35 0.703
SW087313-SW087311 125.6 21 2.53 0.579 21 3.37 0.706
SW087311-SW087309 213.2 21 2.56 0.584 21 3.40 0.712
SW087309-SW087307 317.0 21 2.66 0.598 21 3.51 0.729
Harbor Blvd SW087307-SW076411 56.5 24 2.66 0.481 24 4.77 0.701 SW076411-SW076424 52.5 24 2.66 0.481 24 4.77 0.701
SW076424-SW076410 278.2 24 4.17 0.637 33 6.67 0.501
SW076410-SW076409 159.1 24 4.23 0.642 33 6.71 0.503
SW076409-SW076408 158.6 24 4.32 0.652 33 6.80 0.507
Hotel Way SW076408-SW076407 60.0 24 4.56 0.678 33 7.04 0.518 SW076407-SW076405 318.3 24 4.56 0.678 33 7.04 0.518
SW076405-SW076433 56.4 24 4.80 0.704 33 7.28 0.528
SW076433-SW076308 379.5 24 4.80 0.704 33 7.28 0.528
SW076308-SW076307 176.0 24 4.80 0.704 33 7.28 0.528
SW076307-SW076306 202.5 24 4.80 0.704 33 7.28 0.528
SW076306-SW076305 113.2 24 4.80 0.705 33 7.28 0.528
SW076305-SW076304 261.9 24 5.04 0.733 33 7.52 0.539
SW076304-SW076303 109.7 24 5.04 0.732 33 7.52 0.538
SW076303-SW076302 279.0 24 5.04 0.733 33 7.52 0.539
Disneyland Dr SW076302-SW066417 53.3 24 3.44 0.562 24 5.13 0.745 SW066417-SW066422 275.5 24 3.76 0.594 24 5.21 0.754
SW066422-SW066421 330.6 24 3.77 0.595 24 5.22 0.755
SW066421-SW066420 250.1 24 3.79 0.597 24 5.25 0.757
Casa Vista St SW066420-SW066419 79.7 24 3.91 0.611 24 5.37 0.775 SW066419-SW066418 338.3 24 3.91 0.610 24 5.37 0.774
Walnut St SW066418-SW066328 329.5 24 3.91 0.610 24 5.37 0.774 SW066328-SW066327 331.3 24 3.91 0.610 24 5.37 0.774
SW066327-SW066325 326.9 24 3.92 0.610 24 5.37 0.774
SW066325-SW066324 299.2 24 3.92 0.610 24 5.37 0.774
SW066324-OT057444 42.9 24 3.92 0.610 24 5.37 0.773
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PIPELINE IMPROVEMENT ANALYSIS MODEL OUTPUT
Diameter
(in) Flow (mgd) d/D Ratio
Diameter
(in) Flow (mgd) d/D Ratio
Scenario 2B
Length
(ft)
Scenario 1A
Street Cross Street ID
9th St OT057444-SW057450 120.1 24 2.05 0.415 24 2.69 0.484 SW057450-SW057442 224.7 24 2.05 0.415 24 2.69 0.485
SW057442-SW057441 350.0 24 2.09 0.420 24 2.74 0.489
SW057441-SW057440 338.4 24 2.09 0.420 24 2.74 0.489
SW057440-SW057341 361.7 24 2.11 0.422 24 2.75 0.491
SW057341-SW057340 78.9 24 2.11 0.422 24 2.75 0.490
SW057340-SW057339 267.3 24 2.14 0.425 24 2.78 0.494
SW057339-SW057338 356.0 24 2.14 0.425 24 2.78 0.494
SW057338-SW057337 349.8 24 2.14 0.425 24 2.78 0.494
SW057337-SW057336 94.0 24 2.14 0.425 24 2.78 0.494
SW057336-SW057335 19.1 24 2.14 0.205 24 2.78 0.234
SW057335-SW057334 44.0 24 2.14 0.301 24 2.78 0.345
Euclid St SW057334-SW057333 36.1 24 2.14 0.301 24 2.78 0.345 SW087201-SW087205 252.0 12 0.52 0.463 12 0.52 0.463
SW087205-SW087208 195.3 12 0.52 0.433 12 0.52 0.433
SW087208-SW087213 276.3 12 0.52 0.409 12 0.52 0.409
SW087213-SW087214 186.8 12 0.57 0.554 12 0.57 0.554
SW087214-SW087217 268.9 12 0.61 0.573 12 0.61 0.573
SW087217-SW087218 64.8 12 0.61 0.562 12 0.61 0.562
SW087218-SW087401 198.0 12 0.61 0.728 12 0.61 0.728
Disneyland Dr SW087401-SW087402 410.1 12 0.76 0.666 12 0.76 0.666 SW087402-SW087406 384.2 12 0.82 0.695 12 0.82 0.695
SW087406-SW087410 226.0 15 0.89 0.507 15 0.89 0.507
SW087426-SW087410 171.0 15 0.96 0.525 15 0.96 0.525
SW087410-SW087412 36.5 12 0.97 0.496 12 0.97 0.496
Katella Ave SW087412-SW087416 24.2 8 1.05 0.519 8 1.05 0.519 SW066402-SW066406 267.6 15 1.05 0.535 15 1.05 0.535
SW066433-SW066406 113.7 15 1.04 0.465 15 1.04 0.465
SW066406-SW066425 240.0 15 1.04 0.465 15 1.04 0.465
SW066425-SW066413 247.6 15 1.04 0.469 15 1.04 0.469
SW066413-SW066429 288.7 18 1.04 0.460 18 1.04 0.460
Katella Ave SW066429-SW066430 12.3 18 1.04 0.146 18 1.04 0.146 HARBOR4-HARBOR5 96.9 21 1.50 0.467 21 1.94 0.543
HARBOR5-HARBOR6 160.4 21 1.50 0.462 21 1.94 0.537
HARBOR6-HARBOR7 209.7 21 1.57 0.475 21 1.99 0.548
HARBOR7-HARBOR8 48.5 21 1.56 0.566 21 1.99 0.615
Katella Ave HARBOR8-SW076424 42.5 12 1.56 0.494 12 1.99 0.573 Katella Ave SW076302-WEST1 84.7 24 1.61 0.141 24 2.39 0.172 WEST1-WEST3 265.0 24 1.61 0.366 24 2.39 0.455
WEST3-WEST4 356.3 24 1.73 0.379 24 2.51 0.466
WEST4-WEST5 14.1 24 1.76 0.419 24 2.54 0.519
WEST5-WEST6 179.6 24 1.76 0.387 24 2.54 0.476
WEST6-WEST7 243.3 24 1.76 0.383 24 2.54 0.470
WEST7-ELEANOR1 22.3 24 1.76 0.393 24 2.54 0.483
ELEANOR1-ELEANOR2 258.4 24 1.76 0.365 24 2.54 0.447
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ELEANOR

PIPELINE IMPROVEMENT ANALYSIS MODEL OUTPUT
Diameter
(in) Flow (mgd) d/D Ratio
Diameter
(in) Flow (mgd) d/D Ratio
Scenario 2B
Length
(ft)
Scenario 1A
Street Cross Street ID
ELEANOR2-WAKEFIELD1 249.2 24 1.75 0.365 24 2.54 0.447
WKFIELD1-WKFIELD2 148.1 24 1.75 0.368 24 2.54 0.450
WKFIELD2-WKFIELD3 159.7 24 1.75 0.364 24 2.54 0.446
WKFIELD3-WKFIELD4 300.0 24 1.75 0.365 24 2.54 0.447
WKFIELD4-WKFIELD5 299.8 24 1.75 0.403 24 2.54 0.497
WKFIELD5-WKFIELD6 298.4 24 1.80 0.411 24 2.59 0.505
WKFIELD6-WKFIELD7 289.6 24 1.83 0.411 24 2.61 0.503
WKFIELD7-WKFIELD8 284.0 24 1.85 0.415 24 2.63 0.508
WKFIELD8-WKFIELD9 289.0 24 1.87 0.418 24 2.65 0.510
WKFIELD9-WKFIELD10 316.1 24 1.89 0.421 24 2.67 0.514
WAKEFIELD10-OT058408 8.4 24 1.92 0.464 24 2.71 0.569
Katella Ave OT057444-OT058209 384.4 24 1.87 0.328 24 2.67 0.397 OT058209-OT058219 555.5 24 1.87 0.328 24 2.67 0.397
OT058219-OT058406 513.6 24 1.87 0.328 24 2.67 0.397
OT058406-OT058408 92.3 24 1.87 0.329 24 2.68 0.398
OT058408-OT058415 371.1 24 3.79 0.483 24 5.39 0.599
OT058415-OT058435 728.3 24 3.79 0.484 24 5.39 0.599
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DIVERSION IMPROVEMENT ANALYSIS MODEL OUTPUT
Flow (mgd) d/D Ratio Flow (mgd)
d/D
Ratio
Machester SW076416-SW075417 18 354.6 0.50 0.285 0.50 0.285 SW075417-SW076418 18 167.1 1.36 0.393 1.36 0.393
SW076418-SW076419 18 297.0 1.36 0.557 1.36 0.557
SW076419-SW076420 18 276.2 1.36 0.552 1.36 0.552
SW076420-SW076421 18 226.3 1.36 0.559 1.36 0.559
SW076421-SW076422 18 227.8 1.36 0.555 1.36 0.555
SW076422-SW076423 18 269.8 1.36 0.556 1.36 0.556
SW076423-SW076224 18 266.7 1.36 0.622 1.36 0.622
Disney Way SW076224-SW076425 18 312.0 1.36 0.519 1.36 0.519 SW076425-SW076402 18 188.8 1.36 0.499 1.36 0.499
SW076402-SW076403 18 238.1 1.35 0.495 1.35 0.495
SW076403-SW076404 18 235.9 1.35 0.491 1.35 0.491
Katella Ave SW076404-SW076432 18 235.2 1.35 0.436 1.35 0.436 DLD SW065410-SW065404 18 72.7 1.46 0.423 1.46 0.423
SW065404-SW065408 18 308.9 1.46 0.515 1.46 0.515
SW065408-SW065402 18 296.8 1.46 0.516 1.46 0.516
SW065402-SW065401 18 306.5 1.46 0.516 1.46 0.516
Walnut SW065401-SW065405 18 308.8 1.46 0.552 1.46 0.552 Magic Way SW065405-OT065334 24 174.5 1.92 0.434 1.92 0.434 OT065334-OT065317 24 560.0 1.92 0.444 1.92 0.444
Cerritos Ave 131 24 39.7 0.00 0.000 0.00 0.000
OT065317-OT066203 27 598.8 2.28 0.409 2.28 0.409
OT066203-OT066206 27 592.6 2.83 0.461 2.83 0.461
OT066206-OT066312 27 594.8 2.83 0.461 2.83 0.461
OT066312-OT066321 27 514.1 2.83 0.461 2.83 0.461
Katella Ave OT066321-OT066331 27 340.7 2.83 0.461 2.83 0.461 Harbor Blvd SW076432-SW076431 21 41.3 2.30 0.564 1.35 0.414 SW076431-SW076430 21 23.1 2.30 0.226 1.35 0.174
SW076430-SW076429 21 267.3 2.30 0.564 1.36 0.414
SW076429-SW076428 21 264.7 2.39 0.578 1.38 0.418
SW076428-SW076427 21 39.3 2.39 0.306 1.38 0.231
SW076427-SW076417 21 448.9 2.40 0.580 1.38 0.419
SW076417-SW076312 21 384.2 2.40 0.580 1.38 0.419
DCA SW076312-SW076311 21 374.4 3.48 0.756 2.89 0.655
SW076311-SW076310 21 252.8 3.48 0.756 2.88 0.654
SW076310-SW076309 21 249.0 3.48 0.756 2.88 0.654
SW076309-SW066430 21 260.6 3.48 0.756 2.88 0.654
Disneyland Dr SW066430-SW066424 24 44.1 4.01 0.641 3.27 0.561 SW066424-SW066428 24 19.3 3.62 0.604 2.93 0.529
SW066428-SW066427 24 265.2 3.62 0.600 2.93 0.525
SW066427-SW066423 24 331.9 3.62 0.600 2.93 0.525
SW066423-SW066426 24 314.1 3.62 0.600 2.93 0.525
SW066426-SW066332 24 340.4 3.62 0.600 2.93 0.525
SW066332-OT066331 24 25.0 3.73 0.612 2.94 0.526
Walnut OT066331-OT066329 27 660.7 6.56 0.734 5.58 0.649 Cross Street ID
Diameter
(in)
With Harbor Diversion
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Length
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DIVERSION IMPROVEMENT ANALYSIS MODEL OUTPUT
Flow (mgd) d/D Ratio Flow (mgd)
d/D
Cross Street ID Ratio
Diameter
(in)
With Harbor Diversion
Length
(ft)
No Harbor Diversion
Street
OT066329-OT057445 27 657.6 6.56 0.734 5.58 0.650
9th Street OT057445-OT057447 27 143.0 6.56 0.445 5.58 0.407 OT057447-OT057448 27 450.3 6.56 0.445 5.58 0.407
OT057448-OT057449 27 83.4 6.56 0.387 5.58 0.355
OT057449-OT057450 27 565.5 6.56 0.516 5.58 0.470
OT057450-OT057342 27 98.1 6.58 0.517 5.60 0.470
OT057342-OT057339 27 681.0 6.58 0.517 5.60 0.471
Euclid OT057339-SW050430 27 603.4 6.58 0.482 5.60 0.439 Clementine St SW087416-SW087415 21 15.4 2.26 0.540 2.26 0.540 SW087415-SW087414 21 146.5 2.26 0.540 2.26 0.540
SW087414-SW087413 21 103.6 2.26 0.540 2.26 0.540
SW087413-SW087425 21 90.2 2.30 0.546 2.30 0.546
SW087425-SW087317 21 239.5 2.30 0.546 2.30 0.546
SW087317-SW087315 21 124.2 2.30 0.546 2.30 0.546
SW087315-SW087318 21 93.7 2.45 0.567 2.45 0.567
SW087318-SW087313 21 116.0 2.51 0.576 2.51 0.576
SW087313-SW087311 21 125.6 2.53 0.579 2.53 0.579
SW087311-SW087309 21 213.2 2.56 0.584 2.56 0.584
SW087309-SW087307 21 317.0 2.66 0.598 2.66 0.598
Harbor Blvd SW087307-SW076411 24 56.5 2.66 0.481 3.92 0.611 SW076411-SW076424 24 52.5 2.66 0.481 3.92 0.611
SW076424-SW076410 24 278.2 2.96 0.512 4.22 0.642
SW076410-SW076409 24 159.1 3.00 0.516 4.26 0.646
SW076409-SW076408 24 158.6 3.09 0.526 4.35 0.656
Hotel Way SW076408-SW076407 24 60.0 3.32 0.549 4.58 0.681 SW076407-SW076405 24 318.3 3.32 0.549 4.58 0.681
SW076405-SW076433 24 56.4 3.55 0.572 4.81 0.706
SW076433-SW076308 24 379.5 3.55 0.573 4.81 0.706
SW076308-SW076307 24 176.0 3.55 0.573 4.81 0.706
SW076307-SW076306 24 202.5 3.55 0.573 4.81 0.706
SW076306-SW076305 24 113.2 3.55 0.573 4.81 0.707
SW076305-SW076304 24 261.9 3.79 0.597 5.05 0.734
SW076304-SW076303 24 109.7 3.79 0.597 5.05 0.734
SW076303-SW076302 24 279.0 3.79 0.597 5.05 0.734
Disneyland Dr SW076302-SW066417 24 53.3 2.59 0.474 3.45 0.563 SW066417-SW066422 24 275.5 2.92 0.508 3.56 0.574
SW066422-SW066421 24 330.6 2.93 0.509 3.57 0.575
SW066421-SW066420 24 250.1 2.95 0.511 3.60 0.577
Casa Vista St SW066420-SW066419 24 79.7 3.07 0.524 3.72 0.590 SW066419-SW066418 24 338.3 3.07 0.524 3.72 0.589
Walnut St SW066418-SW066328 24 329.5 3.07 0.524 3.72 0.589 SW066328-SW066327 24 331.3 3.07 0.524 3.72 0.590
SW066327-SW066325 24 326.9 3.07 0.524 3.72 0.590
SW066325-SW066324 24 299.2 3.07 0.524 3.72 0.590
SW066324-OT057444 24 42.9 3.07 0.523 3.72 0.589
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DIVERSION IMPROVEMENT ANALYSIS MODEL OUTPUT
Flow (mgd) d/D Ratio Flow (mgd)
d/D
Cross Street ID Ratio
Diameter
(in)
With Harbor Diversion
Length
(ft)
No Harbor Diversion
Street
9th St OT057444-SW057450 24 120.1 1.66 0.370 1.96 0.405 SW057450-SW057442 24 224.7 1.66 0.371 1.96 0.405
SW057442-SW057441 24 350.0 1.70 0.375 2.00 0.409
SW057441-SW057440 24 338.4 1.70 0.375 2.00 0.409
SW057440-SW057341 24 361.7 1.72 0.377 2.01 0.411
SW057341-SW057340 24 78.9 1.72 0.377 2.01 0.411
SW057340-SW057339 24 267.3 1.75 0.381 2.05 0.415
SW057339-SW057338 24 356.0 1.75 0.381 2.05 0.415
SW057338-SW057337 24 349.8 1.75 0.381 2.05 0.415
SW057337-SW057336 24 94.0 1.75 0.381 2.05 0.415
SW057336-SW057335 24 19.1 1.75 0.186 2.05 0.201
SW057335-SW057334 24 44.0 1.75 0.272 2.05 0.294
Euclid St SW057334-SW057333 24 36.1 1.75 0.272 2.05 0.294 SW087201-SW087205 12 252.0 0.52 0.463 0.52 0.463
SW087205-SW087208 12 195.3 0.52 0.433 0.52 0.433
SW087208-SW087213 12 276.3 0.52 0.409 0.52 0.409
SW087213-SW087214 12 186.8 0.57 0.554 0.57 0.554
SW087214-SW087217 12 268.9 0.61 0.573 0.61 0.573
SW087217-SW087218 12 64.8 0.61 0.562 0.61 0.562
SW087218-SW087401 12 198.0 0.61 0.728 0.61 0.728
Disneyland Dr SW087401-SW087402 12 410.1 0.76 0.666 0.76 0.666 SW087402-SW087406 12 384.2 0.82 0.695 0.82 0.695
SW087406-SW087410 12 226.0 0.89 0.763 0.89 0.763
SW087426-SW087410 12 171.0 0.96 0.804 0.96 0.804
SW087410-SW087412 12 36.5 0.97 0.496 0.97 0.496
Katella Ave SW087412-SW087416 8 24.2 1.05 0.519 1.05 0.519 SW066402-SW066406 15 267.6 1.05 0.535 1.05 0.535
SW066433-SW066406 15 113.7 1.04 0.465 1.04 0.465
SW066406-SW066425 15 240.0 1.04 0.465 1.04 0.465
SW066425-SW066413 15 247.6 1.04 0.469 1.04 0.469
SW066413-SW066429 18 288.7 1.04 0.460 1.04 0.460
Katella Ave SW066429-SW066430 18 12.3 1.04 0.146 1.04 0.146 HARBOR4-HARBOR5 21 96.9 0.25 0.184 0.25 0.184
HARBOR5-HARBOR6 21 160.4 0.25 0.182 0.25 0.182
HARBOR6-HARBOR7 21 209.7 0.31 0.203 0.31 0.203
HARBOR7-HARBOR8 21 48.5 0.31 0.235 0.31 0.235
Katella Ave HARBOR8-SW076424 12 42.5 0.31 0.211 0.31 0.211 Katella Ave SW076302-WEST1 24 84.7 1.21 0.123 1.61 0.141 WEST1-WEST3 24 265.0 1.21 0.315 1.61 0.366
WEST3-WEST4 24 356.3 1.33 0.329 1.73 0.378
WEST4-WEST5 24 14.1 1.35 0.364 1.75 0.419
WEST5-WEST6 24 179.6 1.35 0.337 1.75 0.387
WEST6-WEST7 24 243.3 1.35 0.333 1.75 0.382
WEST7-ELEANOR1 24 22.3 1.35 0.342 1.75 0.392
ELEANOR1-ELEANOR2 24 258.4 1.35 0.318 1.75 0.364
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ELEANOR
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DIVERSION IMPROVEMENT ANALYSIS MODEL OUTPUT
Flow (mgd) d/D Ratio Flow (mgd)
d/D
Cross Street ID Ratio
Diameter
(in)
With Harbor Diversion
Length
(ft)
No Harbor Diversion
Street
ELEANOR2-WAKEFIELD1 24 249.2 1.35 0.318 1.75 0.364
WKFIELD1-WKFIELD2 24 148.1 1.35 0.320 1.75 0.367
WKFIELD2-WKFIELD3 24 159.7 1.35 0.317 1.75 0.364
WKFIELD3-WKFIELD4 24 300.0 1.35 0.318 1.75 0.364
WKFIELD4-WKFIELD5 24 299.8 1.35 0.350 1.75 0.403
WKFIELD5-WKFIELD6 24 298.4 1.40 0.358 1.80 0.410
WKFIELD6-WKFIELD7 24 289.6 1.43 0.359 1.82 0.410
WKFIELD7-WKFIELD8 24 284.0 1.44 0.364 1.84 0.415
WKFIELD8-WKFIELD9 24 289.0 1.47 0.366 1.86 0.417
WKFIELD9-WKFIELD10 24 316.1 1.49 0.370 1.88 0.420
WAKEFIELD10-OT058408 24 8.4 1.52 0.407 1.92 0.463
Katella Ave OT057444-OT058209 24 384.4 1.41 0.283 1.76 0.318 OT058209-OT058219 24 555.5 1.41 0.283 1.76 0.318
OT058219-OT058406 24 513.6 1.41 0.283 1.76 0.318
OT058406-OT058408 24 92.3 1.41 0.284 1.76 0.319
OT058408-OT058415 24 371.1 2.93 0.418 3.68 0.474
OT058415-OT058435 24 728.3 2.93 0.418 3.68 0.475
Walnut St 135 15 85.2 1.92 0.770 1.92 0.770
133 18 257.7 1.92 0.633 1.92 0.633
SW065316-SW065315 18 349.9 1.92 0.633 1.92 0.633
SW065315-SW065314 18 337.7 1.92 0.633 1.92 0.633
SW065314-SW065313 18 38.9 1.92 0.633 1.92 0.633
9th Street SW065313-SW065312 24 168.7 1.95 0.185 1.95 0.185 SW065312-SW065311 24 18.3 2.00 0.187 2.00 0.187
SW065311-SW065310 24 39.5 2.00 0.367 2.00 0.367
SW065310-SW056423 24 106.6 2.00 0.366 2.00 0.366
SW056423-SW056422 24 351.0 2.00 0.367 2.00 0.367
SW056422-SW056421 24 350.1 2.00 0.367 2.00 0.367
SW056421-SW056420 24 294.4 2.01 0.368 2.01 0.368
SW056420-SW056327 24 407.1 2.11 0.377 2.11 0.377
SW056327-SW056326 24 346.7 2.11 0.378 2.11 0.378
SW056326-SW056325 24 349.6 2.12 0.379 2.12 0.379
SW056325-SW056324 24 354.1 2.13 0.380 2.13 0.380
SW056324-SW056323 24 26.5 2.13 0.380 2.13 0.380
Euclid St SW056323-OT057101 24 84.5 2.13 0.380 2.13 0.380 Wakefield SW098303-SW098309 21 323.4 2.94 0.642 2.94 0.642 SW098309-SW098314 21 173.9 3.05 0.661 3.05 0.661
SW098314-SW098325 21 93.0 3.05 0.678 3.05 0.678
SW098325-SW098320 21 187.4 3.08 0.663 3.08 0.663
SW098320-SW098321 21 18.6 3.12 0.650 3.12 0.650
SW098321-SW098324 21 343.2 3.18 0.685 3.18 0.685
Orangewood SW098324-SW099103 21 27.6 2.43 0.582 2.43 0.582 W
A
K
E
F
I
E
L
D
A
V
E
9 T
H
S
T
R
E
E
T
C
E
R
R
I
T
O
S
M
O
U
N
T
A
I
N
V
I
E
W

DIVERSION IMPROVEMENT ANALYSIS MODEL OUTPUT
Flow (mgd) d/D Ratio Flow (mgd)
d/D
Cross Street ID Ratio
Diameter
(in)
With Harbor Diversion
Length
(ft)
No Harbor Diversion
Street
SW099103-SW099104 21 323.2 2.48 0.574 2.48 0.574

ORANGEWOOD
SW099104-SW099201 21 320.8 2.51 0.577 2.51 0.577

ORANGEWOOD
SW099201-SW099202 21 325.7 2.56 0.590 2.56 0.590

ORANGEWOOD
SW099202-SW099239 21 30.8 2.66 0.642 2.66 0.642 ORANGEWOOD SW099239-SW099238 21 290.3 2.67 0.548 2.67 0.548
SIPHON Spinaker St SW099238-SW099237A 12 39.6 2.80 1.000 2.80 1.000

ORANGEWOOD
SW099237-SW099240 24 359.6 2.80 0.543 2.80 0.543

SPINAKER ST
SW099240-SW099241 24 292.5 2.80 0.536 2.80 0.536

SPINAKER ST
SW099241-SW099242 24 304.9 2.80 0.533 2.80 0.533

SPINAKER ST
Simmons Ave SW099242-SW099243 24 327.6 2.81 0.545 2.81 0.545 SPINAKER ST SW099243-SW099245 27 292.3 2.82 0.448 2.82 0.448

SIMMONS AVE
SW099245-SW099246 27 196.0 2.84 0.465 2.84 0.465

SIMMONS AVE
SW099246-SW099247 24 11.9 2.85 0.431 2.85 0.431

SIMMONS AVE
Lewis st SW099247-SW099248 24 10.0 2.85 0.622 2.85 0.622 SIMMONS AVE

APPENDIX
April 2022 Flow Monitoring Data

EXISTING CONDITION SCENARIO

MODEL OUTPUT FOR ENTIRE TRIBUTARY BASIN
APPENDIX E (CONT.)
Peak
Flow
(mgd)
Max
Velocity
(ft/s) Max d/D
Peak
Flow
(mgd)
Max
Velocity
(ft/s) Max d/D
131 22 OT065317 39.68 24 1.92 2.53 0.40 1.92 2.53 0.40
CO096404-SW096405 CO096404 SW096405 183.15 8 0.04 1.08 0.22 0.04 1.08 0.22 CO097104-SW096310 CO097104 SW096310 73.27 8 0.00 0.00 0.00 0.00 0.00 0.00 CO097206-SW097207 CO097206 SW097207 94.64 8 0.00 0.00 0.00 0.00 0.00 0.00 CO098106-SW097310 CO098106 SW097310 189.84 8 0.10 1.27 0.37 0.10 1.27 0.37 CO098107-CO098106 CO098107 CO098106 94.75 6 0.00 0.49 0.08 0.00 0.49 0.08 ELEANOR1-ELEANOR2 ELEANOR1 ELEANOR2 258.43 24 1.23 2.37 0.30 1.64 2.57 0.35 ELEANOR2-WAKEFIELD1 ELEANOR2 WAKEFIELD1 249.21 24 1.23 2.37 0.30 1.64 2.57 0.35 HARBOR2-HARBOR3 HARBOR2 HARBOR3 188.00 21 0.00 0.00 0.00 0.00 0.00 0.00 HARBOR3-HARBOR4 HARBOR3 HARBOR4 305.00 21 0.15 1.11 0.14 0.15 1.11 0.14 HARBOR4-HARBOR5 HARBOR4 HARBOR5 96.89 21 0.25 1.27 0.18 0.25 1.27 0.18 HARBOR5-HARBOR6 HARBOR5 HARBOR6 160.44 21 0.25 1.29 0.18 0.25 1.29 0.18 HARBOR6-HARBOR7 HARBOR6 HARBOR7 209.67 21 0.31 1.37 0.20 0.31 1.37 0.20 HARBOR7-HARBOR8 HARBOR7 HARBOR8 48.55 21 0.31 1.11 0.24 0.31 1.11 0.24 HARBOR8-SW076424 HARBOR8 SW076424 42.52 12 0.31 1.99 0.21 0.31 1.99 0.21 OT057339-SW050430 OT057339 SW050430 603.41 27 4.87 4.96 0.41 3.94 4.68 0.36 OT057342-OT057339 OT057342 OT057339 680.97 27 4.87 4.54 0.44 3.94 4.29 0.39 OT057444-OT058209 OT057444 OT058209 384.43 24 1.23 2.86 0.26 1.58 3.08 0.30 OT057444-SW057450 OT057444 SW057450 120.13 24 1.51 2.37 0.35 1.81 2.49 0.39 OT057445-OT057444 OT057445 OT057444 14.29 24 0.00 0.00 0.00 0.00 0.00 0.00 OT057445-OT057447 OT057445 OT057447 142.99 27 4.85 5.47 0.38 3.93 5.16 0.34 OT057447-OT057448 OT057447 OT057448 450.32 27 4.85 5.47 0.38 3.93 5.16 0.34 OT057448-OT057449 OT057448 OT057449 83.40 27 4.85 6.57 0.33 3.93 6.19 0.30 OT057449-OT057450 OT057449 OT057450 565.53 27 4.85 4.54 0.43 3.93 4.29 0.39 OT057450-OT057342 OT057450 OT057342 98.10 27 4.87 4.54 0.44 3.94 4.29 0.39 OT058209-OT058219 OT058209 OT058219 555.46 24 1.23 2.86 0.26 1.58 3.08 0.30 OT058219-OT058406 OT058219 OT058406 513.57 24 1.23 2.86 0.26 1.58 3.08 0.30 OT058406-OT058408 OT058406 OT058408 92.33 24 1.23 2.86 0.27 1.59 3.07 0.30 OT058408-OT058415 OT058408 OT058415 371.07 24 2.63 3.54 0.39 3.39 3.79 0.45 OT058415-OT058435 OT058415 OT058435 728.34 24 2.63 3.54 0.39 3.39 3.79 0.45 OT065137-OT065214 OT065137 OT065214 577.59 24 0.46 1.52 0.21 0.46 1.52 0.21 OT065214-OT065401 OT065214 OT065401 554.92 24 0.49 1.54 0.21 0.49 1.54 0.21 OT065317-OT066203 OT065317 OT066203 598.83 27 1.93 2.21 0.37 1.93 2.21 0.37 OT065318-OT065317 OT065318 OT065317 15.38 18 0.02 0.76 0.06 0.02 0.76 0.06 OT065334-OT065317 OT065334 22 559.99 24 1.92 2.21 0.44 1.92 2.21 0.44 OT065401-SW065405 OT065401 SW065405 421.20 24 0.49 1.54 0.21 0.49 1.54 0.21 OT066203-OT066206 OT066203 OT066206 592.64 27 2.36 2.33 0.42 2.36 2.33 0.42 OT066206-OT066312 OT066206 OT066312 594.76 27 2.36 2.33 0.42 2.36 2.33 0.42 OT066312-OT066321 OT066312 OT066321 514.12 27 2.36 2.33 0.42 2.36 2.33 0.42 OT066321-OT066331 OT066321 OT066331 340.70 27 2.36 2.33 0.42 2.36 2.33 0.42 OT066329-OT057445 OT066329 OT057445 657.56 27 4.85 3.06 0.59 3.93 2.92 0.52 OT066331-OT066329 OT066331 OT066329 660.67 27 4.85 3.07 0.59 3.93 2.92 0.52 Pipe ID From MH To MH Length (ft) Diam. (in)

EXISTING CONDITION SCENARIO MODEL OUTPUT
No Harbor Diversion With Harbor Diversion
1 of 10
Peak
Flow
(mgd)
Max
Velocity
(ft/s) Max d/D
Peak
Flow
(mgd)
Max
Velocity
Pipe ID From MH To MH Length (ft) Diam. (in) (ft/s) Max d/D

EXISTING CONDITION SCENARIO MODEL OUTPUT
No Harbor Diversion With Harbor Diversion
SW057334-SW057333 SW057334 SW057333 36.07 24 1.59 3.82 0.26 1.90 4.02 0.28 SW057335-SW057334 SW057335 SW057334 43.98 24 1.59 3.82 0.26 1.90 4.02 0.28 SW057336-SW057335 SW057336 SW057335 19.10 24 1.59 6.54 0.18 1.90 6.89 0.19 SW057337-SW057336 SW057337 SW057336 93.96 24 1.59 2.40 0.36 1.90 2.52 0.40 SW057338-SW057337 SW057338 SW057337 349.78 24 1.59 2.40 0.36 1.90 2.52 0.40 SW057339-SW057338 SW057339 SW057338 356.03 24 1.59 2.40 0.36 1.90 2.52 0.40 SW057340-SW057339 SW057340 SW057339 267.29 24 1.59 2.40 0.36 1.90 2.52 0.40 SW057341-SW057340 SW057341 SW057340 78.87 24 1.56 2.39 0.36 1.87 2.51 0.40 SW057440-SW057341 SW057440 SW057341 361.66 24 1.56 2.39 0.36 1.87 2.51 0.40 SW057441-SW057440 SW057441 SW057440 338.44 24 1.55 2.38 0.36 1.85 2.50 0.39 SW057442-SW057441 SW057442 SW057441 349.95 24 1.55 2.38 0.36 1.85 2.50 0.39 SW057450-SW057442 SW057450 SW057442 224.65 24 1.51 2.36 0.35 1.81 2.49 0.39 SW064426-SW065106 SW064426 SW065106 40.97 24 0.46 1.50 0.21 0.46 1.50 0.21 SW065106-OT065137 SW065106 OT065137 379.14 24 0.46 1.50 0.21 0.46 1.50 0.21 SW065317-SW086311 SW065317 SW086311 306.05 15 0.62 1.91 0.43 0.62 1.91 0.43 SW065401-SW065405 SW065401 SW065405 308.78 18 1.46 2.25 0.55 1.46 2.25 0.55 SW065402-SW065401 SW065402 SW065401 306.49 18 1.46 2.45 0.52 1.46 2.45 0.52 SW065404-SW065408 SW065404 SW065408 308.92 18 1.46 2.45 0.52 1.46 2.45 0.52 SW065405-OT065334 SW065405 OT065334 174.50 24 1.92 2.27 0.43 1.92 2.27 0.43 SW065408-SW065402 SW065408 SW065402 296.85 18 1.46 2.45 0.52 1.46 2.45 0.52 SW065410-SW065404 SW065410 SW065404 72.72 18 1.46 3.18 0.42 1.46 3.18 0.42 SW065412-SW065410 SW065412 SW065410 51.14 15 0.00 0.00 0.00 0.00 0.00 0.00 SW065413-SW065412 SW065413 SW065412 115.21 15 0.00 0.00 0.00 0.00 0.00 0.00 SW065415-SW065413 SW065415 SW065413 270.82 15 0.00 0.00 0.00 0.00 0.00 0.00 SW065416-SW065415 SW065416 SW065415 18.52 10 0.00 0.00 0.00 0.00 0.00 0.00 SW066101-SW066102 SW066101 SW066102 210.21 8 0.01 0.69 0.15 0.01 0.69 0.15 SW066102-SW066201 SW066102 SW066201 212.17 8 0.03 0.83 0.20 0.03 0.83 0.20 SW066107-SW066113 SW066107 SW066113 246.17 8 0.00 0.00 0.00 0.00 0.00 0.00 SW066113-SW066116 SW066113 SW066116 243.62 8 0.03 1.01 0.19 0.03 1.01 0.19 SW066116-SW066120 SW066116 SW066120 247.55 8 0.03 1.00 0.21 0.03 1.00 0.21 SW066120-SW066205 SW066120 SW066205 360.33 10 0.05 1.10 0.19 0.05 1.10 0.19 SW066201-SW066202 SW066201 SW066202 278.39 10 0.03 0.83 0.16 0.03 0.83 0.16 SW066202-SW066204 SW066202 SW066204 350.10 10 0.06 1.00 0.21 0.06 1.00 0.21 SW066204-SW066205 SW066204 SW066205 351.21 10 0.06 1.02 0.21 0.06 1.02 0.21 SW066205-SW066207 SW066205 SW066207 173.96 10 0.11 1.24 0.31 0.11 1.24 0.31 SW066207-SW066401 SW066207 SW066401 109.27 10 0.11 1.21 0.31 0.11 1.21 0.31 SW066209-OT065318 SW066209 OT065318 331.17 18 0.02 0.76 0.06 0.02 0.76 0.06 SW066210-SW066209 SW066210 SW066209 328.07 18 0.00 0.00 0.00 0.00 0.00 0.00 SW066211-SW066210 SW066211 SW066210 125.01 18 0.00 0.00 0.00 0.00 0.00 0.00 SW066215-SW065415 SW066215 SW065415 336.14 15 0.00 0.00 0.00 0.00 0.00 0.00 SW066324-OT057444 SW066324 OT057444 42.91 24 2.73 2.77 0.49 3.40 2.92 0.56 SW066325-SW066324 SW066325 SW066324 299.20 24 2.73 2.77 0.49 3.40 2.92 0.56 2 of 10
Peak
Flow
(mgd)
Max
Velocity
(ft/s) Max d/D
Peak
Flow
(mgd)
Max
Velocity
Pipe ID From MH To MH Length (ft) Diam. (in) (ft/s) Max d/D

EXISTING CONDITION SCENARIO MODEL OUTPUT
No Harbor Diversion With Harbor Diversion
SW066327-SW066325 SW066327 SW066325 326.92 24 2.73 2.77 0.49 3.40 2.92 0.56 SW066328-SW066327 SW066328 SW066327 331.34 24 2.73 2.77 0.49 3.39 2.92 0.56 SW066332-OT066331 SW066332 OT066331 25.02 24 2.91 2.71 0.52 1.97 2.45 0.42 SW066401-SW066405 SW066401 SW066405 350.16 10 0.11 1.16 0.32 0.11 1.16 0.32 SW066402-SW066406 SW066402 SW066433 267.56 15 1.04 2.42 0.53 1.04 2.42 0.53 SW066405-SW066407 SW066405 SW066407 246.69 10 0.11 1.32 0.29 0.11 1.32 0.29 SW066406-SW066425 SW066406 SW066425 240.01 15 1.03 2.88 0.46 1.03 2.88 0.46 SW066407-SW066412 SW066407 SW066412 300.42 10 0.11 1.23 0.31 0.11 1.23 0.31 SW066412-SW066416 SW066412 SW066416 291.68 10 0.11 1.23 0.31 0.11 1.23 0.31 SW066413-SW066429 SW066413 SW066429 288.71 18 1.03 2.03 0.46 1.03 2.03 0.46 SW066416-SW066332 SW066416 SW066332 44.71 10 0.11 3.78 0.14 0.11 3.78 0.14 SW066417-SW066422 SW066417 SW066422 275.50 24 2.58 2.73 0.47 3.24 2.89 0.54 SW066417-SW066428 SW066417 SW066428 19.13 8 0.00 0.00 0.00 0.00 0.00 0.00 SW066418-SW066328 SW066418 SW066328 329.48 24 2.73 2.77 0.49 3.39 2.92 0.56 SW066419-SW066418 SW066419 SW066418 338.28 24 2.73 2.77 0.49 3.39 2.92 0.56 SW066420-SW066419 SW066420 SW066419 79.72 24 2.73 2.77 0.49 3.39 2.92 0.56 SW066421-SW066420 SW066421 SW066420 250.06 24 2.61 2.74 0.48 3.27 2.90 0.54 SW066422-SW066421 SW066422 SW066421 330.60 24 2.59 2.73 0.47 3.25 2.89 0.54 SW066423-SW066426 SW066423 SW066426 314.10 24 2.81 2.68 0.51 1.86 2.41 0.41 SW066424-SW066417 SW066424 SW066417 20.18 8 0.32 1.85 0.72 0.12 1.48 0.40 SW066424-SW066428 SW066424 SW066428 19.28 24 2.81 2.66 0.52 1.86 2.39 0.41 SW066425-SW066413 SW066425 SW066413 247.59 15 1.03 2.85 0.47 1.03 2.85 0.47 SW066426-SW066332 SW066426 SW066332 340.44 24 2.81 2.68 0.51 1.86 2.41 0.41 SW066427-SW066423 SW066427 SW066423 331.86 24 2.81 2.68 0.51 1.86 2.41 0.41 SW066428-SW066427 SW066428 SW066427 265.19 24 2.81 2.68 0.51 1.86 2.41 0.41 SW066429-SW066430 SW066429 SW066430 12.32 18 1.03 10.04 0.15 1.03 10.04 0.15 SW066430-SW066424 SW066430 SW066424 44.08 24 3.13 2.76 0.55 1.98 2.46 0.42 SW066432-SW066402 SW066432 SW066402 252.57 10 0.00 0.00 0.00 0.00 0.00 0.00 SW066433-SW066406 SW066433 SW066406 113.70 15 1.03 2.88 0.46 1.03 2.88 0.46 SW067201-SW066420 SW067201 SW066420 50.07 8 0.13 1.64 0.39 0.13 1.64 0.39 SW067202-SW067201 SW067202 SW067201 197.46 8 0.13 1.32 0.46 0.13 1.32 0.46 SW067203-SW067204 SW067203 SW067204 272.18 8 0.05 0.98 0.27 0.05 0.98 0.27 SW067204-SW067202 SW067204 SW067202 243.53 8 0.11 1.26 0.42 0.11 1.26 0.42 SW067205-SW067204 SW067205 SW067204 286.30 8 0.05 0.98 0.26 0.05 0.98 0.26 SW067206-SW067205 SW067206 SW067205 276.34 8 0.01 0.70 0.15 0.01 0.70 0.15 SW067207-SW067203 SW067207 SW067203 114.53 8 0.01 0.63 0.13 0.01 0.63 0.13 SW075312-SW065416 SW075312 SW065416 126.31 10 0.00 0.00 0.00 0.00 0.00 0.00 SW075417-SW076418 SW075417 SW076418 167.07 18 0.72 2.73 0.28 0.72 2.73 0.28 SW076105-SW066402 SW076105 SW066402 67.50 12 0.00 0.00 0.00 0.00 0.00 0.00 SW076224-SW076425 SW076224 SW076425 311.99 18 0.72 1.91 0.36 0.72 1.91 0.36 SW076302-SW066417 SW076302 SW066417 53.33 24 2.32 2.65 0.45 3.19 2.87 0.54 SW076302-WEST1 SW076302 WEST1 84.73 24 1.08 4.07 0.12 1.49 4.48 0.14 3 of 10
Peak
Flow
(mgd)
Max
Velocity
(ft/s) Max d/D
Peak
Flow
(mgd)
Max
Velocity
Pipe ID From MH To MH Length (ft) Diam. (in) (ft/s) Max d/D

EXISTING CONDITION SCENARIO MODEL OUTPUT
No Harbor Diversion With Harbor Diversion
SW076303-SW076302 SW076303 SW076302 279.00 24 3.40 2.92 0.56 4.68 3.13 0.69 SW076304-SW076303 SW076304 SW076303 109.73 24 3.40 2.93 0.56 4.68 3.13 0.69 SW076305-SW076304 SW076305 SW076304 261.89 24 3.40 2.92 0.56 4.68 3.13 0.69 SW076306-SW076305 SW076306 SW076305 113.15 24 3.15 2.87 0.53 4.44 3.09 0.67 SW076307-SW076306 SW076307 SW076306 202.46 24 3.15 2.87 0.53 4.44 3.10 0.67 SW076308-SW076307 SW076308 SW076307 176.02 24 3.15 2.87 0.53 4.44 3.10 0.67 SW076309-SW066430 SW076309 SW066430 260.57 21 2.61 2.62 0.61 1.46 2.28 0.43 SW076310-SW076309 SW076310 SW076309 249.02 21 2.61 2.62 0.61 1.46 2.27 0.43 SW076311-SW076310 SW076311 SW076310 252.80 21 2.61 2.62 0.61 1.46 2.28 0.43 SW076312-SW076311 SW076312 SW076311 374.36 21 2.61 2.62 0.61 1.46 2.28 0.43 SW076402-SW076403 SW076402 SW076403 238.09 18 0.72 2.03 0.35 0.72 2.03 0.35 SW076403-SW076404 SW076403 SW076404 235.92 18 0.72 2.05 0.35 0.72 2.05 0.35 SW076404-SW076432 SW076404 SW076432 235.17 18 0.72 2.38 0.31 0.72 2.38 0.31 SW076405-SW076433 SW076405 SW076433 56.37 24 3.15 2.87 0.53 4.44 3.10 0.67 SW076406-SW076405 SW076406 SW076405 25.80 8 0.25 2.27 0.49 0.25 2.27 0.49 SW076407-SW076405 SW076407 SW076405 318.33 24 2.92 2.82 0.51 4.21 3.06 0.64 SW076408-SW076407 SW076408 SW076407 60.03 24 2.92 2.82 0.51 4.21 3.06 0.64 SW076409-SW076408 SW076409 SW076408 158.56 24 2.69 2.76 0.48 3.98 3.03 0.62 SW076410-SW076409 SW076410 SW076409 159.10 24 2.60 2.74 0.48 3.89 3.02 0.61 SW076411-SW076424 SW076411 SW076424 52.47 24 2.25 2.64 0.44 3.54 2.95 0.57 SW076416-SW075417 SW076416 SW075417 354.64 18 0.50 1.86 0.29 0.50 1.86 0.29 SW076417-SW076312 SW076417 SW076312 384.19 21 2.02 2.47 0.52 0.82 1.94 0.32 SW076418-SW076419 SW076418 SW076419 296.96 18 0.72 1.76 0.39 0.72 1.76 0.39 SW076419-SW076420 SW076419 SW076420 276.20 18 0.72 1.78 0.38 0.72 1.78 0.38 SW076420-SW076421 SW076420 SW076421 226.26 18 0.72 1.75 0.39 0.72 1.75 0.39 SW076421-SW076422 SW076421 SW076422 227.79 18 0.72 1.77 0.39 0.72 1.77 0.39 SW076422-SW076423 SW076422 SW076423 269.76 18 0.72 1.76 0.39 0.72 1.76 0.39 SW076423-SW076224 SW076423 SW076224 266.66 18 0.72 1.55 0.42 0.72 1.55 0.42 SW076424-SW076410 SW076424 SW076410 278.23 24 2.55 2.72 0.47 3.84 3.00 0.60 SW076424-SW076430 SW076424 SW076430 23.09 8 0.00 0.00 0.00 0.00 0.00 0.00 SW076425-SW076402 SW076425 SW076402 188.82 18 0.72 2.01 0.35 0.72 2.01 0.35 SW076426-SW076408 SW076426 SW076408 22.65 8 0.25 4.21 0.31 0.25 4.21 0.31 SW076427-SW076417 SW076427 SW076417 448.92 21 2.02 2.47 0.52 0.82 1.94 0.32 SW076428-SW076427 SW076428 SW076427 39.31 21 2.01 5.65 0.28 0.81 4.34 0.18 SW076429-SW076428 SW076429 SW076428 264.69 21 2.01 2.47 0.52 0.81 1.94 0.31 SW076430-SW076429 SW076430 SW076429 267.32 21 1.91 2.44 0.50 0.72 1.87 0.30 SW076431-SW076424 SW076431 SW076424 24.00 8 0.00 0.00 0.00 0.00 0.00 0.00 SW076431-SW076430 SW076431 SW076430 23.09 21 1.91 8.27 0.21 0.72 6.19 0.13 SW076432-SW076431 SW076432 SW076431 41.31 21 1.91 2.43 0.50 0.72 1.87 0.30 SW076433-SW076308 SW076433 SW076308 379.46 24 3.15 2.87 0.53 4.44 3.10 0.67 SW077206-SW077209 SW077206 SW077209 234.09 12 0.00 0.00 0.00 0.00 0.00 0.00 SW077209-HARBOR3 SW077209 HARBOR3 40.24 12 0.15 2.78 0.16 0.15 2.78 0.16 4 of 10
Peak
Flow
(mgd)
Max
Velocity
(ft/s) Max d/D
Peak
Flow
(mgd)
Max
Velocity
Pipe ID From MH To MH Length (ft) Diam. (in) (ft/s) Max d/D

EXISTING CONDITION SCENARIO MODEL OUTPUT
No Harbor Diversion With Harbor Diversion
SW077213-SW076406 SW077213 SW076406 28.40 8 0.25 2.19 0.50 0.25 2.19 0.50 SW077214-SW076426 SW077214 SW076426 34.28 15 0.25 2.76 0.17 0.25 2.76 0.17 SW086216-SW086217 SW086216 SW086217 97.75 8 0.00 0.00 0.00 0.00 0.00 0.00 SW086216-SW086223 SW086217 SW086223 214.22 8 0.00 0.00 0.00 0.00 0.00 0.00 SW086223-SW086230 SW086223 SW086230 225.66 8 0.00 0.00 0.00 0.00 0.00 0.00 SW086230-SW096115 SW086230 SW096115 341.33 8 0.07 1.47 0.27 0.07 1.47 0.27 SW086301-SW086304 SW086301 SW086304 85.66 10 0.11 1.45 0.28 0.11 1.45 0.28 SW086302-SW086301 SW086302 SW086301 206.78 8 0.11 1.09 0.45 0.11 1.09 0.45 SW086303-SW086302 SW086303 SW086302 345.67 8 0.07 1.18 0.32 0.07 1.18 0.32 SW086304-SW086308 SW086304 SW086308 359.63 10 0.11 1.50 0.27 0.11 1.50 0.27 SW086305-SW086308 SW086305 SW086308 81.01 10 0.04 1.44 0.12 0.04 1.44 0.12 SW086306-SW086305 SW086306 SW086305 82.60 10 0.03 0.78 0.17 0.03 0.78 0.17 SW086307-SW086306 SW086307 SW086306 247.97 10 0.02 0.79 0.12 0.02 0.79 0.12 SW086308-SW086319 SW086308 SW086319 241.61 10 0.15 1.61 0.31 0.15 1.61 0.31 SW086309-SW086310 SW086309 SW086310 356.70 15 0.47 1.77 0.37 0.47 1.77 0.37 SW086310-SW065317 SW086310 SW065317 31.27 15 0.47 1.77 0.37 0.47 1.77 0.37 SW086311-SW087101 SW086311 SW087101 339.04 15 0.70 1.97 0.46 0.70 1.97 0.46 SW086312-SW086321 SW086312 SW086321 13.99 15 0.62 4.59 0.23 0.62 4.59 0.23 SW086313-SW086312 SW086313 SW086312 174.35 15 0.62 1.66 0.48 0.62 1.66 0.48 SW086314-SW086316 SW086314 SW086316 171.44 12 0.03 1.18 0.10 0.03 1.18 0.10 SW086316-SW086317 SW086316 SW086317 279.13 12 0.11 1.19 0.23 0.11 1.19 0.23 SW086317-SW087201 SW086317 SW087201 256.46 12 0.11 1.23 0.23 0.11 1.23 0.23 SW086319-SW086321 SW086319 SW086321 21.40 10 0.15 3.10 0.19 0.15 3.10 0.19 SW086321-SW086322 SW086321 SW086322 412.11 18 0.77 2.02 0.37 0.77 2.02 0.37 SW086322-SW086323 SW086322 SW086323 70.37 18 0.77 2.05 0.36 0.77 2.05 0.36 SW086323-SW086324 SW086323 SW086324 231.89 18 0.77 2.00 0.37 0.77 2.00 0.37 SW086324-SW086325 SW086324 SW086325 166.95 18 0.85 2.05 0.39 0.85 2.05 0.39 SW086325-SW086326 SW086325 SW086326 126.17 18 0.97 2.12 0.42 0.97 2.12 0.42 SW086326-SW076416 SW086326 SW076416 113.94 18 0.50 3.24 0.19 0.50 3.24 0.19 SW086326-SW086327 SW086326 SW086327 26.39 15 0.47 2.14 0.32 0.47 2.14 0.32 SW086327-SW086309 SW086327 SW086309 45.92 15 0.47 1.68 0.38 0.47 1.68 0.38 SW086401-SW086303 SW086401 SW086303 261.07 8 0.06 1.32 0.24 0.06 1.32 0.24 SW086402-SW086401 SW086402 SW086401 272.83 8 0.03 1.11 0.19 0.03 1.11 0.19 SW086403-SW086402 SW086403 SW086402 280.29 8 0.03 1.03 0.17 0.03 1.03 0.17 SW086404-SW086403 SW086404 SW086403 247.53 8 0.01 0.63 0.07 0.01 0.63 0.07 SW086405-SW086313 SW086405 SW086313 206.67 15 0.61 2.04 0.40 0.61 2.04 0.40 SW086406-SW086405 SW086406 SW086405 291.62 15 0.28 1.63 0.27 0.28 1.63 0.27 SW086407-SW086406 SW086407 SW086406 196.33 15 0.28 1.61 0.27 0.28 1.61 0.27 SW086408-SW086407 SW086408 SW086407 93.05 12 0.26 1.73 0.34 0.26 1.73 0.34 SW086409-SW086408 SW086409 SW086408 292.45 12 0.26 1.62 0.36 0.26 1.62 0.36 SW086411-SW086409 SW086411 SW086409 284.37 12 0.26 1.63 0.36 0.26 1.63 0.36 SW086412-SW086405 SW086412 SW086405 197.35 8 0.33 1.99 0.70 0.33 1.99 0.70 5 of 10
Peak
Flow
(mgd)
Max
Velocity
(ft/s) Max d/D
Peak
Flow
(mgd)
Max
Velocity
Pipe ID From MH To MH Length (ft) Diam. (in) (ft/s) Max d/D

EXISTING CONDITION SCENARIO MODEL OUTPUT
No Harbor Diversion With Harbor Diversion
SW086415-SW086412 SW086415 SW086412 235.35 8 0.18 1.39 0.55 0.18 1.39 0.55 SW086416-SW086415 SW086416 SW086415 247.72 8 0.18 1.65 0.48 0.18 1.65 0.48 SW087101-SW087102 SW087101 SW087102 40.54 15 0.76 2.01 0.48 0.76 2.01 0.48 SW087102-SW087103 SW087102 SW087103 296.87 15 0.81 2.05 0.50 0.81 2.05 0.50 SW087103-SW087104 SW087103 SW087104 43.02 15 0.84 2.06 0.51 0.84 2.06 0.51 SW087104-SW087105 SW087104 SW087105 291.32 15 0.88 2.09 0.53 0.88 2.09 0.53 SW087105-SW087106 SW087105 SW087106 340.40 15 0.91 1.88 0.59 0.91 1.88 0.59 SW087106-SW076224 SW087106 SW076224 59.19 10 0.00 0.00 0.00 0.00 0.00 0.00 SW087106-SW087304 SW087106 SW087304 339.57 15 0.99 2.14 0.56 0.99 2.14 0.56 SW087107-SW087303 SW087107 SW087303 206.17 10 0.02 0.85 0.11 0.02 0.85 0.11 SW087201-SW087205 SW087201 SW087205 252.04 12 0.11 1.48 0.21 0.11 1.48 0.21 SW087202-SW086416 SW087202 SW086416 238.26 8 0.18 1.85 0.44 0.18 1.85 0.44 SW087203-SW087202 SW087203 SW087202 301.52 8 0.18 1.56 0.50 0.18 1.56 0.50 SW087205-SW087208 SW087205 SW087208 195.30 12 0.11 1.60 0.20 0.11 1.60 0.20 SW087208-SW087213 SW087208 SW087213 276.29 12 0.11 1.72 0.19 0.11 1.72 0.19 SW087210-SW087212 SW087210 SW087212 47.54 8 0.00 0.00 0.00 0.00 0.00 0.00 SW087212-SW087213 SW087212 SW087213 249.96 8 0.05 1.27 0.22 0.05 1.27 0.22 SW087213-SW087214 SW087213 SW087214 186.76 12 0.16 1.40 0.27 0.16 1.40 0.27 SW087214-SW087217 SW087214 SW087217 268.91 12 0.20 1.52 0.31 0.20 1.52 0.31 SW087215-SW087216 SW087215 SW087216 229.09 8 0.00 0.00 0.00 0.00 0.00 0.00 SW087216-SW087217 SW087216 SW087217 489.14 8 0.00 0.00 0.00 0.00 0.00 0.00 SW087217-SW087218 SW087217 SW087218 64.75 12 0.20 1.55 0.30 0.20 1.55 0.30 SW087218-SW087401 SW087218 SW087401 198.00 12 0.20 1.19 0.37 0.20 1.19 0.37 SW087301-SW087106 SW087301 SW087106 218.60 10 0.08 1.50 0.20 0.08 1.50 0.20 SW087302-SW087301 SW087302 SW087301 234.03 10 0.08 1.29 0.23 0.08 1.29 0.23 SW087303-SW087302 SW087303 SW087302 251.07 10 0.02 0.82 0.11 0.02 0.82 0.11 SW087304-SW087305 SW087304 SW087305 330.25 15 1.23 2.42 0.61 1.23 2.42 0.61 SW087305-SW087306 SW087305 SW087306 332.53 15 1.29 2.44 0.63 1.29 2.44 0.63 SW087306-SW087319 SW087306 SW087319 319.36 15 1.29 2.44 0.63 1.29 2.44 0.63 SW087307-SW076411 SW087307 SW076411 56.48 24 2.25 2.64 0.44 3.54 2.95 0.57 SW087308-SW087309 SW087308 SW087309 38.05 8 0.02 0.77 0.19 0.02 0.77 0.19 SW087309-SW087307 SW087309 SW087307 317.04 21 2.25 2.64 0.54 2.25 2.64 0.54 SW087310-SW087311 SW087310 SW087311 36.79 8 0.03 0.86 0.23 0.03 0.86 0.23 SW087311-SW087309 SW087311 SW087309 213.16 21 2.15 2.61 0.52 2.15 2.61 0.52 SW087312-SW087313 SW087312 SW087313 36.96 8 0.01 0.67 0.15 0.01 0.67 0.15 SW087313-SW087311 SW087313 SW087311 125.61 21 2.12 2.60 0.52 2.12 2.60 0.52 SW087314-SW087315 SW087314 SW087315 38.93 8 0.15 1.29 0.51 0.15 1.29 0.51 SW087315-SW087318 SW087315 SW087318 93.68 21 2.04 2.58 0.51 2.04 2.58 0.51 SW087316-SW087317 SW087316 SW087317 38.38 8 0.00 0.00 0.00 0.00 0.00 0.00 SW087317-SW087315 SW087317 SW087315 124.17 21 1.89 2.53 0.49 1.89 2.53 0.49 SW087318-SW087313 SW087318 SW087313 115.95 21 2.10 2.59 0.52 2.10 2.59 0.52 SW087319-SW076432 SW087319 SW076432 56.04 21 1.29 2.20 0.40 0.00 0.00 0.00 6 of 10
Peak
Flow
(mgd)
Max
Velocity
(ft/s) Max d/D
Peak
Flow
(mgd)
Max
Velocity
Pipe ID From MH To MH Length (ft) Diam. (in) (ft/s) Max d/D

EXISTING CONDITION SCENARIO MODEL OUTPUT
No Harbor Diversion With Harbor Diversion
SW087319-SW087307 SW087319 SW087307 19.31 15 0.00 0.00 0.00 1.29 4.82 0.37 SW087401-SW087402 SW087401 SW087402 410.09 12 0.35 1.75 0.41 0.35 1.75 0.41 SW087402-SW087406 SW087402 SW087406 384.22 12 0.41 1.86 0.45 0.41 1.86 0.45 SW087403-SW087407 SW087403 SW087407 345.80 8 0.04 1.26 0.21 0.04 1.26 0.21 SW087404-SW087422 SW087404 SW087422 22.85 8 0.07 2.88 0.17 0.07 2.88 0.17 SW087405-SW087421 SW087405 SW087421 162.16 12 0.09 1.55 0.18 0.09 1.55 0.18 SW087406-SW087410 SW087406 SW087426 226.00 12 0.48 1.89 0.50 0.48 1.89 0.50 SW087407-SW087412 SW087407 SW087412 290.35 8 0.08 1.56 0.29 0.08 1.56 0.29 SW087408-SW087419 SW087408 SW087419 312.10 8 0.23 2.94 0.38 0.23 2.94 0.38 SW087409-SW097310 SW087409 SW097310 300.06 12 0.24 1.82 0.31 0.24 1.82 0.31 SW087410-SW087412 SW087410 SW087412 36.53 12 0.56 3.32 0.37 0.56 3.32 0.37 SW087411-SW087415 SW087411 SW087415 24.13 12 0.00 0.00 0.00 0.00 0.00 0.00 SW087412-SW087411 SW087412 SW087411 14.99 12 0.00 0.00 0.00 0.00 0.00 0.00 SW087412-SW087416 SW087412 SW087416 24.16 8 0.64 7.79 0.39 0.64 7.79 0.39 SW087413-SW087425 SW087413 SW087425 90.20 21 1.89 2.53 0.49 1.89 2.53 0.49 SW087414-SW087413 SW087414 SW087413 103.58 21 1.85 2.51 0.48 1.85 2.51 0.48 SW087415-SW087414 SW087415 SW087414 146.53 21 1.85 2.51 0.48 1.85 2.51 0.48 SW087416-SW087415 SW087416 SW087415 15.44 21 1.85 2.51 0.48 1.85 2.51 0.48 SW087417-SW087416 SW087417 SW087416 56.37 21 1.22 2.25 0.38 1.22 2.25 0.38 SW087418-SW087417 SW087418 SW087417 328.37 21 1.22 2.25 0.38 1.22 2.25 0.38 SW087419-SW087418 SW087419 SW087418 184.67 21 1.22 2.25 0.38 1.22 2.25 0.38 SW087420-SW087419 SW087420 SW087419 152.92 21 0.99 2.13 0.34 0.99 2.13 0.34 SW087421-SW087409 SW087421 SW087409 236.18 12 0.14 1.57 0.23 0.14 1.57 0.23 SW087422-SW087408 SW087422 SW087408 320.44 8 0.16 1.40 0.50 0.16 1.40 0.50 SW087423-SW087413 SW087423 SW087413 49.19 8 0.04 0.79 0.28 0.04 0.79 0.28 SW087425-SW087317 SW087425 SW087317 239.49 21 1.89 2.53 0.49 1.89 2.53 0.49 SW087426-SW087410 SW087426 SW087410 171.00 12 0.55 1.99 0.54 0.55 1.99 0.54 SW088101-HARBOR4 SW088101 HARBOR4 62.66 12 0.10 1.24 0.22 0.10 1.24 0.22 SW088201-CO098106 SW088201 CO098106 112.05 8 0.10 1.28 0.37 0.10 1.28 0.37 SW088202-SW088201 SW088202 SW088201 348.31 8 0.10 1.19 0.39 0.10 1.19 0.39 SW088203-SW088202 SW088203 SW088202 171.32 8 0.10 1.25 0.37 0.10 1.25 0.37 SW088204-SW088203 SW088204 SW088203 174.88 8 0.00 0.00 0.00 0.00 0.00 0.00 SW096107-SW096110 SW096107 SW096110 282.91 8 0.00 0.00 0.00 0.00 0.00 0.00 SW096110-SW096112 SW096110 SW096112 93.59 8 0.00 0.00 0.00 0.00 0.00 0.00 SW096112-SW096114 SW096112 SW096114 311.04 8 0.03 0.99 0.20 0.03 0.99 0.20 SW096114-SW096116 SW096114 SW096116 301.99 8 0.03 0.93 0.20 0.03 0.93 0.20 SW096115-SW096301 SW096115 SW096301 181.53 8 0.07 1.47 0.27 0.07 1.47 0.27 SW096116-SW096304 SW096116 SW096304 310.33 8 0.03 0.98 0.20 0.03 0.98 0.20 SW096206-SW096207 SW096206 SW096207 304.78 8 0.02 0.75 0.18 0.02 0.75 0.18 SW096207-SW096401 SW096207 SW096401 250.94 8 0.02 0.81 0.17 0.02 0.81 0.17 SW096301-SW096302 SW096301 SW096302 144.68 8 0.08 1.48 0.28 0.08 1.48 0.28 SW096302-SW096305 SW096302 SW096305 368.24 10 0.12 1.33 0.30 0.12 1.33 0.30 7 of 10
Peak
Flow
(mgd)
Max
Velocity
(ft/s) Max d/D
Peak
Flow
(mgd)
Max
Velocity
Pipe ID From MH To MH Length (ft) Diam. (in) (ft/s) Max d/D

EXISTING CONDITION SCENARIO MODEL OUTPUT
No Harbor Diversion With Harbor Diversion
SW096303-SW096302 SW096303 SW096302 348.98 8 0.04 1.08 0.24 0.04 1.08 0.24 SW096304-SW096303 SW096304 SW096303 352.33 8 0.04 1.04 0.21 0.04 1.04 0.21 SW096305-SW086411 SW096305 SW086411 134.69 12 0.22 2.11 0.26 0.22 2.11 0.26 SW096307-SW096305 SW096307 SW096305 361.38 8 0.10 1.27 0.37 0.10 1.27 0.37 SW096308-SW096307 SW096308 SW096307 343.76 8 0.09 1.26 0.36 0.09 1.26 0.36 SW096309-SW096308 SW096309 SW096308 176.35 8 0.09 1.35 0.34 0.09 1.35 0.34 SW096310-SW096309 SW096310 SW096309 176.72 8 0.09 1.35 0.34 0.09 1.35 0.34 SW096311-SW096310 SW096311 SW096310 358.45 8 0.05 1.06 0.27 0.05 1.06 0.27 SW096401-SW096402 SW096401 SW096402 254.48 8 0.04 0.98 0.24 0.04 0.98 0.24 SW096402-SW096403 SW096402 SW096403 256.65 8 0.04 1.17 0.21 0.04 1.17 0.21 SW096403-CO096404 SW096403 CO096404 105.39 8 0.04 1.12 0.22 0.04 1.12 0.22 SW096405-SW097203 SW096405 SW097203 348.92 8 0.04 1.10 0.22 0.04 1.10 0.22 SW097101-SW096311 SW097101 SW096311 31.87 8 0.05 1.03 0.27 0.05 1.03 0.27 SW097102-SW097103 SW097102 SW097103 330.74 10 0.10 1.26 0.28 0.10 1.26 0.28 SW097103-SW097104 SW097103 SW097104 130.40 10 0.10 1.39 0.26 0.10 1.39 0.26 SW097104-SW097301 SW097104 SW097301 252.76 12 0.10 1.13 0.23 0.10 1.13 0.23 SW097201-SW097101 SW097201 SW097101 443.89 8 0.00 0.49 0.08 0.00 0.49 0.08 SW097202-SW097203 SW097202 SW097203 102.70 10 0.00 0.00 0.00 0.00 0.00 0.00 SW097203-SW097204 SW097203 SW097204 161.01 10 0.05 1.37 0.17 0.05 1.37 0.17 SW097204-SW097205 SW097204 SW097205 281.16 10 0.05 1.16 0.19 0.05 1.16 0.19 SW097205-SW107104 SW097205 SW107104 215.03 10 0.05 1.11 0.19 0.05 1.11 0.19 SW097207-SW097401 SW097207 SW097401 179.61 8 0.00 0.00 0.00 0.00 0.00 0.00 SW097301-SW097303 SW097301 SW097303 231.21 12 0.10 1.17 0.22 0.10 1.17 0.22 SW097303-SW097306 SW097303 SW097306 264.59 12 0.10 1.24 0.22 0.10 1.24 0.22 SW097304-SW087405 SW097304 SW087405 132.34 12 0.09 0.83 0.27 0.09 0.83 0.27 SW097305-SW097304 SW097305 SW097304 26.04 12 0.09 2.29 0.13 0.09 2.29 0.13 SW097306-SW097307 SW097306 SW097307 312.31 12 0.10 1.18 0.23 0.10 1.18 0.23 SW097307-SW097309 SW097307 SW097309 325.51 12 0.12 1.22 0.25 0.12 1.22 0.25 SW097309-SW097405 SW097309 SW097405 350.91 12 0.12 1.22 0.25 0.12 1.22 0.25 SW097310-SW087420 SW097310 SW087420 317.73 21 0.94 2.09 0.33 0.94 2.09 0.33 SW097311-SW097310 SW097311 SW097310 309.99 21 0.61 1.85 0.26 0.61 1.85 0.26 SW097312-SW097311 SW097312 SW097311 313.26 21 0.58 1.83 0.26 0.58 1.83 0.26 SW097313-SW097312 SW097313 SW097312 80.30 21 0.58 1.83 0.26 0.58 1.83 0.26 SW097314-SW097323 SW097314 SW097323 46.03 21 0.37 1.60 0.21 0.37 1.60 0.21 SW097315-SW097328 SW097315 SW097328 199.06 21 0.37 1.61 0.21 0.37 1.61 0.21 SW097316-SW097315 SW097316 SW097315 47.11 21 0.37 1.60 0.21 0.37 1.60 0.21 SW097317-SW097316 SW097317 SW097316 111.96 21 0.37 1.61 0.21 0.37 1.61 0.21 SW097323-SW097313 SW097323 SW097313 219.83 21 0.37 1.61 0.21 0.37 1.61 0.21 SW097324-SW097305 SW097324 SW097305 64.18 12 0.09 1.97 0.15 0.09 1.97 0.15 SW097325-SW097317 SW097325 SW097317 118.21 21 0.37 1.61 0.21 0.37 1.61 0.21 SW097328-SW097314 SW097328 SW097314 57.82 21 0.37 1.61 0.21 0.37 1.61 0.21 SW097329-SW097330 SW097329 SW097330 191.42 12 0.09 1.25 0.20 0.09 1.25 0.20 8 of 10
Peak
Flow
(mgd)
Max
Velocity
(ft/s) Max d/D
Peak
Flow
(mgd)
Max
Velocity
Pipe ID From MH To MH Length (ft) Diam. (in) (ft/s) Max d/D

EXISTING CONDITION SCENARIO MODEL OUTPUT
No Harbor Diversion With Harbor Diversion
SW097330-SW097324 SW097330 SW097324 117.85 12 0.09 1.48 0.18 0.09 1.48 0.18 SW097401-SW097402 SW097401 SW097402 341.62 8 0.01 0.60 0.12 0.01 0.60 0.12 SW097402-SW097403 SW097402 SW097403 146.76 8 0.02 1.69 0.11 0.02 1.69 0.11 SW097403-SW097404 SW097403 SW097404 226.50 12 0.02 1.15 0.08 0.02 1.15 0.08 SW097404-SW097405 SW097404 SW097405 110.90 12 0.02 1.19 0.08 0.02 1.19 0.08 SW097405-SW097415 SW097405 SW097415 251.07 15 0.14 1.61 0.17 0.14 1.61 0.17 SW097406-SW097325 SW097406 SW097325 90.69 21 0.37 1.60 0.21 0.37 1.60 0.21 SW097407-SW097406 SW097407 SW097406 112.72 21 0.37 1.61 0.21 0.37 1.61 0.21 SW097408-SW097416 SW097408 SW097416 70.60 21 0.23 1.89 0.13 0.23 1.89 0.13 SW097409-SW097408 SW097409 SW097408 117.18 21 0.22 1.40 0.16 0.22 1.40 0.16 SW097410-SW097409 SW097410 SW097409 117.86 21 0.22 1.93 0.13 0.22 1.93 0.13 SW097411-SW097410 SW097411 SW097410 284.02 21 0.21 1.41 0.15 0.21 1.41 0.15 SW097412-SW097411 SW097412 SW097411 327.58 21 0.21 1.22 0.17 0.21 1.22 0.17 SW097415-SW097416 SW097415 SW097416 55.98 15 0.14 1.84 0.15 0.14 1.84 0.15 SW097416-SW097407 SW097416 SW097407 31.13 21 0.37 1.61 0.21 0.37 1.61 0.21 SW098101-SW097313 SW098101 SW097313 228.92 12 0.21 1.60 0.31 0.21 1.60 0.31 SW098102-SW098101 SW098102 SW098101 214.18 12 0.18 1.11 0.35 0.18 1.11 0.35 SW098103-SW098102 SW098103 SW098102 211.65 12 0.18 1.55 0.28 0.18 1.55 0.28 SW098105-SW098103 SW098105 SW098103 316.34 12 0.13 1.21 0.26 0.13 1.21 0.26 SW098201-SW097408 SW098201 SW097408 317.65 10 0.01 0.84 0.08 0.01 0.84 0.08 SW098202-SW098105 SW098202 SW098105 224.24 12 0.13 1.23 0.26 0.13 1.23 0.26 SW098202-SW098204 SW098204 SW098202 309.85 12 0.13 1.26 0.25 0.13 1.26 0.25 SW098203-SW098201 SW098203 SW098201 326.43 10 0.01 0.64 0.06 0.01 0.64 0.06 SW098204-SW098206 SW098206 SW098204 369.01 12 0.08 1.08 0.21 0.08 1.08 0.21 SW098205-SW098203 SW098205 SW098203 332.21 10 0.01 0.64 0.06 0.01 0.64 0.06 SW098206-SW098208 SW098208 SW098206 332.38 12 0.00 0.00 0.00 0.00 0.00 0.00 SW106301-SW106304 SW106301 SW106304 276.73 8 0.00 0.00 0.00 0.00 0.00 0.00 SW106303-SW106304 SW106303 SW106304 227.22 8 0.00 0.00 0.00 0.00 0.00 0.00 SW106304-SW106305 SW106304 SW106305 124.13 8 0.01 0.85 0.09 0.01 0.85 0.09 SW106305-SW107101 SW106305 SW107101 175.07 8 0.01 0.47 0.17 0.01 0.47 0.17 SW107101-SW107104 SW107101 SW107104 57.99 10 0.01 1.76 0.05 0.01 1.76 0.05 SW107104-SW107105 SW107104 SW107105 315.33 15 0.07 1.29 0.12 0.07 1.29 0.12 SW107105-SW107106 SW107105 SW107106 324.48 15 0.08 1.16 0.15 0.08 1.16 0.15 SW107106-SW107107 SW107106 SW107107 321.03 15 0.08 1.29 0.14 0.08 1.29 0.14 SW107107-SW107108 SW107107 SW107108 324.71 15 0.08 1.17 0.15 0.08 1.17 0.15 SW107108-SW107301 SW107108 SW107301 324.27 18 0.11 1.32 0.13 0.11 1.32 0.13 SW107109-SW107108 SW107109 SW107108 361.48 8 0.03 1.03 0.18 0.03 1.03 0.18 SW107110-SW107109 SW107110 SW107109 339.08 8 0.03 0.90 0.20 0.03 0.90 0.20 SW107111-SW107110 SW107111 SW107110 361.98 8 0.00 0.00 0.00 0.00 0.00 0.00 SW107301-SW107302 SW107301 SW107302 318.39 18 0.20 1.53 0.17 0.20 1.53 0.17 SW107302-SW107303 SW107302 SW107303 325.41 18 0.20 1.48 0.17 0.20 1.48 0.17 SW107303-SW107304 SW107303 SW107304 320.84 18 0.20 1.76 0.15 0.20 1.76 0.15 9 of 10
Peak
Flow
(mgd)
Max
Velocity
(ft/s) Max d/D
Peak
Flow
(mgd)
Max
Velocity
Pipe ID From MH To MH Length (ft) Diam. (in) (ft/s) Max d/D

EXISTING CONDITION SCENARIO MODEL OUTPUT
No Harbor Diversion With Harbor Diversion
SW107304-SW097412 SW107304 SW097412 27.75 21 0.21 1.31 0.16 0.21 1.31 0.16 SW107305-SW107304 SW107305 SW107304 353.33 18 0.00 0.33 0.02 0.00 0.33 0.02 SW107306-SW107305 SW107306 SW107305 379.78 18 0.00 0.00 0.00 0.00 0.00 0.00 SW108101-SW107304 SW108101 SW107304 325.43 8 0.01 0.61 0.12 0.01 0.61 0.12 SW108102-SW108101 SW108102 SW108101 333.02 8 0.00 0.38 0.06 0.00 0.38 0.06 SW108108-SW098205 SW108108 SW098205 288.81 10 0.01 0.45 0.07 0.01 0.45 0.07 SW108112-SW108108 SW108112 SW108108 351.13 10 0.00 0.00 0.00 0.00 0.00 0.00 SW108113-SW108114 SW108113 SW108114 272.65 10 0.00 0.00 0.00 0.00 0.00 0.00 SW108114-SW108112 SW108114 SW108112 251.18 10 0.00 0.00 0.00 0.00 0.00 0.00 WAKEFIELD10-OT058408 WAKEFIELD10 OT058408 8.41 24 1.40 1.92 0.39 1.80 2.05 0.45 WEST1-WEST3 WEST1 WEST3 265.00 24 1.08 2.14 0.30 1.49 2.34 0.35 WEST3-WEST4 WEST3 WEST4 356.26 24 1.20 2.22 0.31 1.61 2.41 0.36 WEST4-WEST5 WEST4 WEST5 14.14 24 1.23 1.97 0.35 1.64 2.13 0.40 WEST5-WEST6 WEST5 WEST6 179.59 24 1.23 2.19 0.32 1.64 2.37 0.37 WEST6-WEST7 WEST6 WEST7 243.26 24 1.23 2.22 0.32 1.64 2.41 0.37 WEST7-ELEANOR1 WEST7 ELEANOR1 22.25 24 1.23 2.15 0.33 1.64 2.33 0.38 WKFIELD1-WKFIELD2 WAKEFIELD1 WAKEFIELD2 148.11 24 1.23 2.35 0.31 1.64 2.54 0.35 WKFIELD2-WKFIELD3 WAKEFIELD2 WAKEFIELD3 159.67 24 1.23 2.38 0.30 1.64 2.58 0.35 WKFIELD3-WKFIELD4 WAKEFIELD3 WAKEFIELD4 300.00 24 1.23 2.37 0.30 1.64 2.57 0.35 WKFIELD4-WKFIELD5 WAKEFIELD4 WAKEFIELD5 299.85 24 1.23 2.08 0.33 1.64 2.25 0.39 WKFIELD5-WKFIELD6 WAKEFIELD5 WAKEFIELD6 298.38 24 1.28 2.09 0.34 1.68 2.25 0.40 WKFIELD6-WKFIELD7 WAKEFIELD6 WAKEFIELD7 289.64 24 1.30 2.12 0.34 1.71 2.29 0.40 WKFIELD7-WKFIELD8 WAKEFIELD7 WAKEFIELD8 284.00 24 1.32 2.11 0.35 1.72 2.27 0.40 WKFIELD8-WKFIELD9 WAKEFIELD8 WAKEFIELD9 288.99 24 1.34 2.13 0.35 1.75 2.28 0.40 WKFIELD9-WKFIELD10 WAKEFIELD9 WAKEFIELD10 316.09 24 1.36 2.13 0.35 1.77 2.28 0.41 10 of 10

TECHNICAL MEMORANDUM
To: Keith Linker
From: Mike Swan
Date: August 9, 2023
Subject: Estimated Sewer Flow for Parking Facility within East Parking Area and Parking Overlay
The purpose of this memo is to document the sewer flow estimate for the subject parking facility proposed to be constructed as part of the DisneylandForward Project (Project). This estimate is needed for the City to provide a capacity reservation in the existing downstream sewer system including sewers in Clementine Street from the proposed project south to Katella Avenue and in the existing 21” sewer in Katella westerly to Harbor Boulevard.

A sewer study was prepared in August of 2016 for a proposed Eastern Gateway parking facility, which project was cancelled. For that study, water meter data was collected for a three-year period including fiscal years 2014 through 2016 for the Mickey and Friends (M&F) parking structure that included 32 water closets and urinals for guests and cast members and 10,392 parking spaces. The meter read data from that sewer study are attached. Anaheim Public Utilities confirmed that the three meters serving the M&F parking structure did not include any irrigation meters, so that whole volume of water was equivalent to the sewer flow. The highest of the three years flow was 7,860 hundred cubic feet or 16,108 gallons per day (gpd).

The parking facility in the East Parking Area and Parking Overlay is proposed at approximately 17,000 spaces. Assuming sewer flow would be proportional to parking spaces (equivalent to number of people using facility) the anticipated flow from the proposed parking facility would be 26,351 gpd ((17,000/10,395) x 16,108). Applying a peak factor of 2.5 and converting to gallons per minute (gpm), we get a peak flow of 46 gpm. Rounding up to include a small safety factor, it is recommended to provide a peak flow allowance for up to 50 gpm in the existing downstream Clementine and Katella sewers.

Attachments: Water Meter Reads from Sewer Study – Disneyland Resort Eastern Gateway Project
cc: William Grigsby, City of Anaheim
Elaine Thienprasiddhi, City of Anaheim
Joe Haupt, Spectrum Development Group
Todd Rimmer, WDI

APPENDIX F
Year Address Account Number Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Total FY2016 1343 Disneyland Drive FLINE 131614300 9 13 12 12 10 56FY2015 1343 Disneyland Drive FLINE 131614300 8 7 8 7 5 7 7 8 4 4 5 8 78FY2014 1343 Disneyland Drive FLINE 257150 12 11 8 5 6 4 10 9 6 6 5 5 87FY2016 1343 S. Disneyland Drive 121520300 648 588 683 542 553 3,014FY2015 1343 S. Disneyland Drive 121520300 667 611 650 635 519 626 611 807 739 718 642 527 7,752FY2014 1343 S. Disneyland Drive 228270 757 713 747 797 605 744 603 670 585 491 640 508 7,860FY2016 1343 S. Disneyland Drive LCAPE 121521300 357 223 232 134 202 1,148FY2015 1343 S. Disneyland Drive LCAPE 121521300 611 528 110 282 370 540 441 110 153 137 330 220 3,832FY2014 1343 S. Disneyland Drive LCAPE 228272 273 221 167 177 182 264 348 414 395 458 444 404 3,747 All values in HCFThe account numbers changed in FY15
Meter 257150 is Fire Line & 228272 is Landscape
Use largest value = 7860 HCF
16108 gpd
Average Daily Sewer Flow 11 gpm
City of Anaheim Water Meters Serving Mickey & Friends Parking Structure Site Domestic Meter is 228270 (assume equal to sewer flow)
Appendix M
DRSP

The Disneyland Resort Specific Plan Table of Contents
DRAFT FOR PUBLIC REVIEW (SEPT 2023)
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The Disneyland Resort Specific Plan Table of Contents
DRAFT FOR PUBLIC REVIEW (SEPT 2023)
Table of Contents

1.0 Executive Summary........................................................................................................ 1-1

1.1 Introduction....................................................................................................................................

1.2 Purpose of the Specific Plan ..................................................................................................... 1-1

1.3 Organization of the Specific Plan Document ............................................................................. 1-1

1.4 Setting ...................................................................................................................................... 1-2

1.5 Implementing the General Plan................................................................................................. 1-2

1.6 Project Goals ............................................................................................................................ 1-5

1.7 Implementing the Specific Plan................................................................................................. 1-5

1.8 Development Plan – Summary of Districts/Overlays ................................................................. 1-5

1.8.1 Theme Park, Parking, and Southeast Districts............................................................. 1-6

1.8.2 District A...................................................................................................................... 1-6

1.8.3 C-R Overlay................................................................................................................. 1-6

1.8.4 Anaheim GardenWalk Overlay .................................................................................... 1-6

2.0 Planning Context ............................................................................................................ 2-1

2.1 Purpose of the Specific Plan ..................................................................................................... 2-1

2.2 Authority and Scope of the Specific Plan................................................................................... 2-1

2.2.1 Findings for Specific Plan Adoption ............................................................................. 2-2

2.3 Relationship to City Planning Documents and Regulations ....................................................... 2-2

2.3.1 Relationship to the General Plan ................................................................................. 2-2

2.3.2 Relationship to the Zoning Ordinance.......................................................................... 2-2

2.3.3 CEQA Requirements ................................................................................................... 2-2

2.3.4 Relationship to the Anaheim Resort Specific Plan No. 92-2 and Environmental Impact Report (EIR) No. 313................................................................................................................... 2-3

2.4 Specific Plan Policies................................................................................................................ 2-4

2.4.1 Policy 1: Create and Sustain an Urban Destrination Resort......................................... 2-5

2.4.2 Policy 2: Establish and Maintain a Unified Resort Identity............................................ 2-5

2.4.3 Policy 3: Supply Adquate Visitor Facilities to Meet Long-Term Demand for Entertainment, Lodging, and Retail Uses..................................................................................... 2-5

2.4.4 Policy 4: Improve Public Facilities and Infrastructure to Accommodate Projected Growth 2-6

2.4.5 Policy 5: Improve the Transportation System .............................................................. 2-6

2.4.6 Policy 6: Development Implementation Mechanisms to Assure Quality Development . 2-6

2.4.7 Policy 7: Protect and Enhance Surrounding Uses........................................................ 2-6

3.0 Land Use Plan ................................................................................................................. 3-1

3.1 Regional Location ..................................................................................................................... 3-1

3.2 Existing Conditions ................................................................................................................... 3-1

3.2.1 The Specific Plan Area ................................................................................................ 3-1

3.2.2 Existing Uses............................................................................................................... 3-1 The Disneyland Resort Specific Plan Table of Contents
DRAFT FOR PUBLIC REVIEW (SEPT 2023)

3.2.3 Existing Structures Permitted to Remain ..................................................................... 3-6

3.3 Land Use Plan .......................................................................................................................... 3-6

3.3.1 Theme Park District ................................................................................................... 3-11

3.3.2 Parking District .......................................................................................................... 3-14

3.3.3 District A.................................................................................................................... 3-15

3.3.4 Southeast District ...................................................................................................... 3-15

3.3.5 C-R Overlay............................................................................................................... 3-16

3.3.6 Anaheim GardenWalk Overlay .................................................................................. 3-18

3.4 Phasing................................................................................................................................... 3-23

3.4.1 Phasing I (1996)........................................................................................................ 3-23

3.4.2 Phasing II (2001) ....................................................................................................... 3-23

3.4.3 Phasing III (2021) ...................................................................................................... 3-24

3.4.4 Phasing IV (2040) ..................................................................................................... 3-24

4.0 Public Facilities Plan ...................................................................................................... 4-1

4.1 Introduction............................................................................................................................... 4-1

4.2 Regional Circulation Programs.................................................................................................. 4-1

4.3 Regional Infrastructure Programs ............................................................................................. 4-2

4.4 Vehicular Circulation Plan ......................................................................................................... 4-2

4.4.1 Connection to Interstate 5............................................................................................ 4-6

4.4.2 Arterial/Secondary System .......................................................................................... 4-7

4.5 Mass Transit Circulation Plan.................................................................................................. 4-20

4.5.1 The Resort Mass Transit System............................................................................... 4-20

4.5.2 Related Mass Transit Systems .................................................................................. 4-21

4.6 Pedestrian Circulation Plan..................................................................................................... 4-24

4.6.1 Disneyland Drive Pedestrian Crossing(s) .................................................................. 4-24

4.6.2 Harbor Boulevard Pedestrian Bridge Criteria ............................................................. 4-25

4.6.2.1 Setback from Right-of-Way....................................................................... 4-25

4.6.2.2 View of Bridge from Street Level............................................................... 4-25

4.6.2.3 Public Access ........................................................................................... 4-26

4.6.2.4 Heights, Widths and Clearances ............................................................... 4-26

4.6.2.5 Vertical Circulation and Bridge Capacity ................................................... 4-27

4.6.3 Pedestrian Routes/Pathways..................................................................................... 4-27

4.7 Water...................................................................................................................................... 4-31

4.8 Sanitary Sewer ....................................................................................................................... 4-33

4.9 Storm Drain............................................................................................................................. 4-34

4.10 Electricity ................................................................................................................................ 4-35

4.11 Natural Gas............................................................................................................................. 4-35

4.12 Telecommunication................................................................................................................. 4-35

4.13 Television/Cable Services....................................................................................................... 4-35

4.14 Solid Waste............................................................................................................................. 4-36

4.15 Public Services ....................................................................................................................... 4-36

4.16 Landscape .............................................................................................................................. 4-38 The Disneyland Resort Specific Plan Table of Contents
DRAFT FOR PUBLIC REVIEW (SEPT 2023)

5.0 Design Plan ..................................................................................................................... 5-1

5.1 Design Plan .............................................................................................................................. 5-1

5.1.1 Create Visual Continuity Between The Disneyland Resort and the Surrounding Anaheim Resort.......................................................................................................................................... 5-2

5.1.2 Create a High Quality, Visually Appealing, Pedestrian-Oriented Environment ............. 5-2

5.1.3 Protect the Visual Integrity of the Theme Parks ........................................................... 5-2

5.1.4 Enhance Public Views of the Theme Parks, including Back-of-House Uses, From Public Walkways and Streets ................................................................................................................. 5-2

5.1.5 Enhance the Interface Between The Disneyland Resort and Surrounding Residential Neighborhoods to Maintain the Residential Character ................................................................ 5-3

5.2 Design Concepts....................................................................................................................... 5-3

5.2.1 Transform and Unify with Landscape........................................................................... 5-3

5.2.2 Create a District with a Civic Scale .............................................................................. 5-3

5.2.3 Emphasize the Landscape on the Public Streets......................................................... 5-3

5.2.4 Orient Visitors Visually................................................................................................. 5-4

5.2.5 Create a Recognizable Center for The Anaheim Resort .............................................. 5-4

5.2.6 Coordinate Streetscape Improvements with Other Improvements ............................... 5-4

5.2.7 Establish a Clear Design Hierarchy ............................................................................. 5-5

5.3 Landscape Concept Plan .......................................................................................................... 5-5

5.3.1 Landscape Concepts................................................................................................... 5-5

5.3.1.1 Unity and Diversity...................................................................................... 5-6

5.3.1.2 Use Plant Material to Create Scale ............................................................. 5-6

5.3.1.3 Establish a Recognizable Streetscape Geometry ....................................... 5-6

5.3.1.4 Define a Plant Palatte ................................................................................. 5-6

5.3.1.5 Layer Landscape to Create Depth .............................................................. 5-7

5.3.1.6 Contrast Plant Material for Diversity and Balance ....................................... 5-7

5.3.1.7 Colorful Plants to Emphasize a Festive Atmosphere................................... 5-7

5.3.2 Plant Material Selection and Use................................................................................. 5-7

5.3.2.1 Basic Selection Criteria............................................................................... 5-8

5.3.2.2 Tree Selection and Use Criteria .................................................................. 5-8

5.3.2.3 Shrub, Vine and Ground Cover Selection and Use Criteria....................... 5-10

5.3.3 Layered Landscape Design Criteria........................................................................... 5-11

5.3.4 Minimum Tree Density............................................................................................... 5-16

5.3.4.1 Tree Density to Vary According to Adjacent Use....................................... 5-16

5.3.4.2 The Tree Density Factor ........................................................................... 5-16

5.3.4.3 Walnut Street Tree Density ....................................................................... 5-16

5.3.5 Plant Selection .......................................................................................................... 5-21

5.3.6 Landscape Concept Diagram .................................................................................... 5-22

5.3.7 Landscape Cross-Sections........................................................................................ 5-22

5.4 Identity Concept Plan.............................................................................................................. 5-41

5.4.1 Gateways .................................................................................................................. 5-41

5.4.1.1 Freeway Gateways ................................................................................... 5-41

5.4.1.2 Arterial Road Gateways ............................................................................ 5-42 The Disneyland Resort Specific Plan Table of Contents
DRAFT FOR PUBLIC REVIEW (SEPT 2023)

5.4.1.3 Vehicular Arrival Gateways ....................................................................... 5-43

5.4.1.3.1 Disneyland Drive Vehicular Arrival Gateway North................ 5-43

5.4.1.3.2 Disneyland Drive Vehicular Arrival Gateway South ............... 5-43

5.4.1.3.3 Southeast District Vehicular Arrival Gateway......................... 5-46

5.4.1.3.4 Disney Way Vehicular Arrival Gateway ................................. 5-46

5.4.1.3.5 Theme Park East Overlay Vehicular Arrival Gateway............ 5-46

5.4.1.4 Pedestrian Arrival Gateways..................................................................... 5-46

5.4.1.4.1 Harbor Boulevard Pedestrian Arrival Gateway ...................... 5-47

5.4.1.4.2 Disneyland Drive Pedestrian Arrival Gateway North.............. 5-47

5.4.1.4.3 Disneyland Drive Pedestrian Arrival Gateway South ............. 5-47

5.4.1.4.4 Southeast District Pedestrian Arrival Gateway ...................... 5-48

5.4.1.4.5 Theme Park East Overlay Pedestrian Arrival Gateway.......... 5-48

5.4.1.4.6 Special Intersection Landscape Treatment............................ 5-48

5.4.2 Identity and Sign Concepts........................................................................................ 5-48

5.4.2.1 Night Lighting to Create a Festive Atmosphere ......................................... 5-49

5.4.3 Sign Elements ........................................................................................................... 5-49

5.4.3.1 Changeable Message Signs ..................................................................... 5-49

5.4.3.2 Vehicular Directional Signs ....................................................................... 5-49

5.4.3.3 Pedestrian Directional and Informational Signs......................................... 5-50

5.4.3.4 Regulatory Signs ...................................................................................... 5-50

5.4.3.5 Private Signs............................................................................................. 5-50

5.5 Design Criteria for The Public Realm ...................................................................................... 5-51

5.5.1 The Public Streets ..................................................................................................... 5-51

5.5.1.1 Disneyland Drive....................................................................................... 5-51

5.5.1.2 Harbor Boulevard...................................................................................... 5-54

5.5.1.3 Katella Avenue.......................................................................................... 5-54

5.5.1.4 Disney Way............................................................................................... 5-55

5.5.1.5 Clementine Street and Manchester Avenue.............................................. 5-55

5.5.1.6 Walnut Street............................................................................................ 5-56

5.5.1.7 Magic Way................................................................................................ 5-57

5.5.1.8 Ball Road .................................................................................................. 5-57

5.5.1.9 Haster Street............................................................................................. 5-57

5.6 Design Criteria for The Setback Realm ................................................................................... 5-58

5.6.1 Exterior Lighting......................................................................................................... 5-60

5.6.2 Freestanding Sign Guidelines and Standards............................................................ 5-60

5.6.3 Disney California Adventure Theme Park Setbacks................................................... 5-61

5.6.4 The Eastern Parking and Drop-Off Area .................................................................... 5-61

5.6.5 Western Gateway...................................................................................................... 5-62

5.6.6 Disneyland Drive Hotel Setbacks............................................................................... 5-62

5.6.7 Disneyland Theme Park Back-of-House Setbacks..................................................... 5-63

5.6.8 Parking Facility Setbacks........................................................................................... 5-65

5.6.8.1 Parking Facilities in the East and West Parking Areas .............................. 5-65

5.6.9 Interior Setbacks........................................................................................................ 5-66

5.6.10 Minimum Landscape Requirements .......................................................................... 5-67 The Disneyland Resort Specific Plan Table of Contents
DRAFT FOR PUBLIC REVIEW (SEPT 2023)

5.7 Design Criteria for The Private Realm..................................................................................... 5-68

5.7.1 Private Realm Guidelines vs. Standards.................................................................... 5-68

5.7.2 General Site Planning................................................................................................ 5-68

5.7.3 Theme Park Back-of-House Service Areas................................................................ 5-70

5.7.4 Service and Loading Areas........................................................................................ 5-70

5.7.5 Exterior Lighting......................................................................................................... 5-71

5.7.6 Surface Parking Areas............................................................................................... 5-72

5.7.6.1 General Parking Guidelines ...................................................................... 5-72

5.7.6.2 Parking Area Design................................................................................. 5-72

5.7.6.3 Parking Lot Circulation.............................................................................. 5-73

5.7.7 Parking Structure Apperance..................................................................................... 5-73

5.7.8 Special Parking Facility Layout Guidelines ................................................................ 5-75

5.7.9 360-Degree Architectural Treatments ........................................................................ 5-80

5.7.10 Building Apperance ................................................................................................... 5-83

5.7.10.1 Building Massing..................................................................................... 5-83

5.7.10.2 Building Materials and Colors ................................................................. 5-84

5.7.10.3 Building Equipment................................................................................. 5-84

5.7.10.4 Color....................................................................................................... 5-85

5.7.10.5 Awnings .................................................................................................. 5-85

5.7.11 Signs......................................................................................................................... 5-85

5.7.11.1 General Sign Guidelines ......................................................................... 5-86

5.7.11.2 Wall or Building Sign Standards.............................................................. 5-87

5.7.12 Landscape ................................................................................................................ 5-87

5.7.12.1 General Site Landscape Guidelines........................................................ 5-87

5.7.12.2 Surface Parking Area Landscaping......................................................... 5-88

5.7.12.3 Planting Design....................................................................................... 5-88

5.7.12.4 Private Pedestrian Paving....................................................................... 5-88

5.7.12.5 Landscape Walls and Fences ................................................................. 5-89

5.7.12.6 Irrigation.................................................................................................. 5-89

5.7.12.7 Landscape Maintenance......................................................................... 5-90

5.8 Design Plan Summary ............................................................................................................ 5-90

5.8.1 Full-Street Reference Plan and Cross-Sections......................................................... 5-90

5.8.2 Interior Property Line Cross-Sections ........................................................................ 5-97

5.8.3 District Concept Plans ............................................................................................... 5-99

6.0 General Plan Consistency.............................................................................................. 6-1

7.0 Zoning and Development Standards............................................................................. 7-1

8.0 Legal Description............................................................................................................ 8-1 The Disneyland Resort Specific Plan Table of Contents
DRAFT FOR PUBLIC REVIEW (SEPT 2023)

LIST OF EXHIBITS
Exhibit 1.1a – Disneyland Resort Specific Plan Boundary and Project Setting......................................1-4 Exhibit 1.1b – Development Plan .....................................................................................................1-8 Exhibit 1.1c – C-R Overlay ..............................................................................................................1-9 Exhibit 1.1d – Anaheim GardenWalk Overlay..................................................................................1-10 Exhibit 3.1a – Regional Location Map ..............................................................................................3-1 Exhibit 3.2.1a – Disneyland Resort Specific Plan Boundary and Project Setting ...................................3-3 Exhibit 3.2.2a – Aerial Photograph with DRSP and The Anaheim Resort Boundaries ...........................3-4 Exhibit 3.2.3a – Existing Structures Permitted to Remain ...................................................................3-5 Exhibit 3.3c – Development Plan ...................................................................................................3-10 Exhibit 3.3.5a – C-R Overlay .........................................................................................................3-17 Exhibit 3.3.6a – Anaheim GardenWalk Overlay...............................................................................3-21 Exhibit 3.4a – Phasing Plan for Anaheim GardenWalk Overlay.........................................................3-25 Exhibit 4.2a – Existing Vehicular Circulation Plan..............................................................................4-3 Exhibit 4.2b – Proposed Vehicular Circulation Plan ...........................................................................4-4 Exhibit 4.2c – Proposed Abandonment Areas ...................................................................................4-5 Exhibit 4.4.1a – Access to Parking Facilities .....................................................................................4-8 Exhibit 4.4.1b – Interstate 5-west Street/Disneyland Drive Interchange (Showing Entrance to West Parking Facility).....................................................................................................................4-9 Exhibit 4.4.1c – Interstate 5/Katella Avenue Interchange (Showing Entrance to West Parking Facility) ...........................................................................................................................4-10 Exhibit 4.4.2a – Cross-Section Street Segments .............................................................................4-11 Exhibit 4.4.2b – Disneyland Drive from Ball Road to Magic Way Cross-Section (A-A).........................4-12 Exhibit 4.4.2c – Disneyland Drive from Magic Way to Katella Avenue Cross-Section (B-B) .................4-12 Exhibit 4.4.2d – West Place Cul-de-Sac Cross-Section (C-C)...........................................................4-13 Exhibit 4.4.2e – Disney Way from Harbor Boulevard to West of East Parking Area Access Points Cross-Section (D-D) .....................................................................................................................4-14 Exhibit 4.4.2f – Disney Way from East of East Parking Area Access Points to Clementine Street Cross-Section (E-E) .....................................................................................................................4-14 Exhibit 4.4.2g – Disney Way from Clementine Street to Anaheim Boulevard Cross-Section (F-F) ........4-14 Exhibit 4.4.2h – Katella Avenue from Interstate 5 to Disneyland Drive Cross-Section (G-G) ................4-15 Exhibit 4.4.2i – Katella Avenue from Walnut Street to Disneyland Drive Cross-Section (H-H) ..............4-15 Exhibit 4.4.2j – Walnut Street Cross-Section (I-I).............................................................................4-16 Exhibit 4.4.2k – Harbor Boulevard from Katella Avenue to South End of Drop-off Area Cross-Section (J-J).......................................................................................................................4-16 Exhibit 4.4.2l – Harbor Boulevard Adjacent to Disneyland Back-of-House from South End of Drop-Off Area to East Shuttle Cross-Section (K-K)..........................................................................4-17 Exhibit 4.4.2m – Harbor Boulevard Adjacent to Disneyland Back-of-House from East Shuttle to Manchester Avenue Cross-Section (L-L) ........................................................................................4-17 Exhibit 4.4.n – Harbor Boulevard Adjacent to Disneyland Back-of-House from Interstate 5 to Manchester Avenue Cross-Section (M-M) ......................................................................................4-17 Exhibit 4.4.2o – Ball Road West of West Place Cross-Section (N-N) .................................................4-18 Exhibit 4.4.2p – Ball Road West of West Place Cross-Section (O-O).................................................4-18 The Disneyland Resort Specific Plan Table of Contents
DRAFT FOR PUBLIC REVIEW (SEPT 2023)
Exhibit 4.4.2q – Ball Road East of Cast Place Cross-Section (P-P)...................................................4-18 Exhibit 4.4.2r – Magic Way from Walnut Street to Downtown Drive Cross-Section (Q-Q) ....................4-18 Exhibit 4.4.2s – Magic Way from Downtown Drive to Disneyland Drive Cross-Section (R-R) ...............4-18 Exhibit 4.4.2.t – Clementine Street from Disney Way to Katella Avenue Cross-Section (S-S) ..............4-19 Exhibit 4.4.2u – Clementine Street North of Disney Way Cross-Section (T-T) ....................................4-19 Exhibit 4.4.2v – Haster Street Cross-Section (U-U)..........................................................................4-20 Exhibit 4.5.2a – Existing Bus and Shuttle Drop-Off Area Aerial Photo (as of 2021) .............................4-22 Exhibit 4.5.2b – Location of Drop-Off Bus Bays...............................................................................4-23 Exhibit 4.6.1a – Example of Ride Crossing .....................................................................................4-25 Exhibit 4.6.1b – Example of Ride Crossing .....................................................................................4-25 Exhibit 4.6.1c – Existing Bridge Over Disneyland Drive....................................................................4-25 Exhibit 4.6.2a – Example of Harbor Boulevard Pedestrian Bridge Design ..........................................4-25 Exhibit 4.6.2b – Example of Harbor Boulevard Pedestrian Bridge Design ..........................................4-26 Exhibit 4.6.2c – Example of Harbor Boulevard Pedestrian Bridge Design ..........................................4-26 Exhibit 4.6.2d – Example of Harbor Boulevard Pedestrian Bridge Design ..........................................4-26 Exhibit 4.6.2e – Example of Harbor Boulevard Pedestrian Bridge Design ..........................................4-26 Exhibit 4.6.a – Proposed Pedestrian Circulation..............................................................................4-29 Exhibit 4.6.b – Pedestrian and Vehicular Access Points...................................................................4-30 Exhibit 4.16a – Landscape Installation Plan....................................................................................4-39 Exhibit 5.2.3a – Utilize the Streets for Landscaping ...........................................................................5-4 Exhibit 5.2.5a – The Anaheim Resort Central Core............................................................................5-4 Exhibit 5.2.7a – Three Elements of Design Hierarchy ........................................................................5-5 Exhibit 5.3.1.1a – Unity and Diversity ...............................................................................................5-6 Exhibit 5.3.1.2a – Landscape Reflects Scale.....................................................................................5-6 Exhibit 5.3.1.5a – Layered Landscape Creates Depth........................................................................5-7 Exhibit 5.3.2.2a – Small Canopy Trees.............................................................................................5-8 Exhibit 5.3.2.2b – Medium Canopy Trees .........................................................................................5-9 Exhibit 5.3.2.2c – Large Canopy Trees.............................................................................................5-9 Exhibit 5.3.2.2d – Vertical and Pyramidal Trees ..............................................................................5-10 Exhibit 5.3.2.3a – Use of Shrubs to Screen Surface Parking Lots .....................................................5-10 Exhibit 5.3.2.3b – Formal (Clipped) Hedges Vary in Height ..............................................................5-10 Exhibit 5.3.2.3c – Ground Cover Includes Turf and Other Grasses, Annuals, Vines, and Other Varieties of Plants ..............................................................................................................5-11 Exhibit 5.3.3a – Layered Landscape Design Criteria for Long Parcel Frontage Greater than 300 Feet ..............................................................................................................................5-13 Exhibit 5.3.3b – Layered Landscape Design Criteria with Parcel Frontages Less than 300 Feet ..........5-13 Exhibit 5.3.3c – Elevation of East Parking Area from Clementine Street Showing Layered Landscape (refer to Exhibit 5.7.7a for Mickey and Friends parking structure image from the West Parking Area)...............................................................................................................................5-14 Exhibit 5.3.3d – Layered Landscape Setback Width Criteria.............................................................5-14 Exhibit 5.3.3e – Elevation of Theme Park District from Katella Avenue Showing Layered Landscape...5-15 Exhibit 5.3.3f – Elevation of Parking Facilities in Theme Park District from Walnut Street Showing Layered Landscape...................................................................................................................................5-15 Exhibit 5.3.4.2a – Levels of Tree Density........................................................................................5-16 The Disneyland Resort Specific Plan Table of Contents
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Exhibit 5.3.4.2b – Tree Point Values ..............................................................................................5-16 Exhibit 5.3.4a – Tree Density Plan .................................................................................................5-18 Exhibit 5.3.4.3a – Walnut Street Landscape at Maturity (After 20 Years) ...........................................5-19 Exhibit 5.3.4.3b – Photos of Walnut Street Landscape as of 2022.....................................................5-20 Exhibit 5.3.7a – Setback Realm Landscape Cross-Section Segments...............................................5-23 Exhibit 5.3.7.b – Disneyland Drive Landscape Setback Section (A-A) ...............................................5-24 Exhibit 5.3.7c – Disneyland Drive Landscape Setback Section (B-B).................................................5-25 Exhibit 5.3.7d – West Place Landscape Setback Section (C-C) ........................................................5-26 Exhibit 5.3.7e – Disney Way Landscape Setback Section (D-D) .......................................................5-27 Exhibit 5.3.7f – Disney Way Landscape Setback Section (E-E) ........................................................5-28 Exhibit 5.3.7g – Katella Avenue Landscape Setback Section (G-G) ..................................................5-29 Exhibit 5.3.7h – Katella Avenue Landscape Setback Section (H-H)...................................................5-30 Exhibit 5.3.7i – Walnut Street Landscape Setback Section (l-l) .........................................................5-31 Exhibit 5.3.7j – Harbor Boulevard Landscape Setback Section (J-J)..................................................5-32 Exhibit 5.3.7k – Harbor Boulevard Landscape Setback Section (K-K)................................................5-33 Exhibit 5.3.7l – Harbor Boulevard Landscape Setback Section (L-L) .................................................5-34 Exhibit 5.3.7m – Harbor Boulevard Landscape Setback Section (M-M) .............................................5-35 Exhibit 5.3.7n – Ball Road Landscape Setback Section (N-N)...........................................................5-36 Exhibit 5.3.7o – Ball Road Landscape Setback Section (O-O) ..........................................................5-37 Exhibit 5.3.7p – Clementine Street Landscape Setback Section (S-S)...............................................5-38 Exhibit 5.3.7q – Clementine Street Landscape Setback Section (T-T) ...............................................5-39 Exhibit 5.3.7r – Haster Street Landscape Setback Section (U-U) ......................................................5-40 Exhibit 5.4.1.1a – Disneyland Drive Freeway Interchange................................................................5-42 Exhibit 5.4.1.1b – Harbor Boulevard Freeway Interchange ...............................................................5-42 Exhibit 5.4.1.1c – Katella Avenue/Disney Way Freeway Interchange ................................................5-42 Exhibit 5.4.1.3.1a – Disneyland Drive Vehicular Arrival Gateway North .............................................5-43 Exhibit 5.4.1.3.2a – Disneyland Drive Vehicular Arrival Gateway South.............................................5-43 Exhibit 5.4.1a – Gateway Location Plan .........................................................................................5-44 Exhibit 5.4.1.3.1b – Disneyland Drive Arrival Gateway.....................................................................5-45 Exhibit 5.4.1.3.2a – Disneyland Drive Vehicular Arrival Gateway South.............................................5-46 Exhibit 5.4.1.4.3a – Disneyland Drive Pedestrian Arrival Gateway South Landscape Treatment ..........5-47 Exhibit 5.4.1.4.6a – Special Intersection Landscape Treatment ........................................................5-48 Exhibit 5.5a – The Public Realm ....................................................................................................5-52 Exhibit 5.5.1a – The Public Realm Cross-Sections Key....................................................................5-53 Exhibit 5.5.1.1a – Disneyland Drive Public Realm (A-A)...................................................................5-54 Exhibit 5.5.1.2a – Harbor Boulevard Public Realm (B-B)..................................................................5-54 Exhibit 5.5.1.3a – Katella Avenue Public Realm (C-C) .....................................................................5-55 Exhibit 5.5.1.4a – Disney Way West of Clementine Street in the Public Realm (D-D)..........................5-55 Exhibit 5.5.1.5a – Clementine Street in the Public Realm (Interim Condition) (E-E).............................5-56 Exhibit 5.5.1.5b – Clementine Street in the Public Realm (Ultimate Condition – North of Disney Way) (F-F) .....................................................................................................................5-56 Exhibit 5.5.1.5c – Clementine Street in the Public Realm (Ultimate Condition – South of Disney Way) (G-G) .....................................................................................................................5-56 Exhibit 5.5.1.6a – Walnut Street in the Public Realm (H-H)...............................................................5-57 The Disneyland Resort Specific Plan Table of Contents
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Exhibit 5.5.1.7a – Magic Way (I-I) ..................................................................................................5-57 Exhibit 5.5.1.8a – Ball Road (I-5 to West Place) in the Public Realm, with painted median (J-J)...........5-57 Exhibit 5.5.1.8b – Ball Road (West Place to Walnut Street) in the Public Realm, with landscaped median (K-K) .............................................................................................................................5-57 Exhibit 5.5.1.9a – Haster Street in the Public Realm (L-L) ................................................................5-58 Exhibit 5.6a – The Setback Realm .................................................................................................5-59 Exhibit 5.6.1a – Localize Lighting Effects........................................................................................5-60 Exhibit 5.6.2a – Existing Freestanding Sign Example.......................................................................5-61 Exhibit 5.6.3a – Setback Adjacent to Disney California Adventure Theme Park: Katella Avenue (Ultimate Condition) between Harbor Boulevard and Disneyland Drive..............................................5-61 Exhibit 5.6.6a – Disneyland Drive Setback......................................................................................5-63 Exhibit 5.6.7a – Harbor Boulevard Adjacent to Existing Disneyland Theme Park................................5-63 Exhibit 5.6.7b – Harbor Boulevard North of the Bus Shuttle Drop-Off Area ........................................5-64 Exhibit 5.6.7c – West Parking Area Adjacent to Disneyland Theme Park Back-of-House ....................5-64 Exhibit 5.6.7d – Example of Walls and Fences Visible and Accessible to the Public (at left) ................5-64 Exhibit 5.6.7e – Ball Road: Adjacent to Theme Park Back-of-House .................................................5-64 Exhibit 5.6.7f – Ball Road: Adjacent to Disneyland Administration Building ........................................5-65 Exhibit 5.6.8.1a – West Parking Area Setback: Walnut Street...........................................................5-65 Exhibit 5.6.8.1b – East Parking Area Setback: Disney Way (West of East Parking Area Access Points).............................................................................................................................5-66 Exhibit 5.6.8.1c – East Parking Area Setback: Disney Way (East of East Parking Area Access Points).............................................................................................................................5-66 Exhibit 5.6.8.1d – East Parking Area Setback Area: Clementine Street .............................................5-66 Exhibit 5.6.8.1e – East Parking Area Setback Area: Katella Avenue (Interim Condition)......................5-66 Exhibit 5.6.9a – Interior Setback Area Adjacent to Residential Uses..................................................5-67 Exhibit 5.6.10a – Walnut Street Setback Realm Landscape .............................................................5-67 Exhibit 5.6.10b – Katella Avenue Setback Realm Landscape ...........................................................5-67 Exhibit 5.6.10c – Harbor Boulevard Setback Realm Landscape........................................................5-67 Exhibit 5.6.10d – Ball Road Setback Realm Landscape ...................................................................5-67 Exhibit 5.7a – The Private Realm...................................................................................................5-69 Exhibit 5.7.6.1a – Screen Parking Areas from View .........................................................................5-72 Exhibit 5.7.6.2a – Pedestrians Move Perpendicular to Parking Spaces..............................................5-73 Exhibit 5.7.6.3a – Provide Vehicle Queuing Space ..........................................................................5-73 Exhibit 5.7.7a – Example of Desirable Parking Structure Façade Design from the Mickey and Friends Parking Structure in the West Parking Area ..................................................................5-75 Exhibit 5.7.8a – Typical Public Parking Structure Elevation, Parking District.......................................5-77 Exhibit 5.7.8b – Typical Public Parking Structure Elevation Showing Landscape in the Setback and Public Realm ...........................................................................................................5-77 Exhibit 5.7.8c – Acoustical Lovers, West Parking Area Adjacent to Walnut Street ..............................5-78 Exhibit 5.7.8d – Public Parking Facility Layout ................................................................................5-78 Exhibit 5.7.8e – Parking Facility Screening .....................................................................................5-79 Exhibit 5.7.8f – Employee Parking Layout.......................................................................................5-79 Exhibit 5.7.9a – 360-Degree Architectural Treatments Criteria Height Levels .....................................5-80 Exhibit 5.7.9b – Examples of Potential Treatment for the Ground Level Up to 30-Feet Height Level.....5-80 The Disneyland Resort Specific Plan Table of Contents
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Exhibit 5.7.9c – Examples of Potential Treatment for the Greater than 30-Foot up to 50-Foot Height Level ........................................................................................................................5-81 Exhibit 5.7.9d – Examples of Potential Treatment for the Greater than 50-Foot Height Level...............5-82 Exhibit 5.8.1a – Full-Street Cross Sections Key...............................................................................5-91 Exhibit 5.8.1b – Harbor Boulevard Full Street Cross-Section (A-A)....................................................5-92 Exhibit 5.8.1c – Katella Avenue Full Street Cross-Section (B-B) .......................................................5-92 Exhibit 5.8.1d – Walnut Street Full Street Cross-Section (C-C) .........................................................5-93 Exhibit 5.8.1e – Disneyland Drive Full Street Cross-Section (D-D) ....................................................5-93 Exhibit 5.8.1f – Ball Road Full Street Cross-Section (E-E)................................................................5-94 Exhibit 5.8.1g – Clementine Street and Manchester Avenue Full Street Cross-Section (F-F)...............5-94 Exhibit 5.8.1h – Disney Way Full Street Cross-Section (G-G) ...........................................................5-95 Exhibit 5.8.1i – Haster Street Full Street Cross-Section (H-H)...........................................................5-95 Exhibit 5.8.1j – West Place Cul-de-Sac Cross-Section (I-I)...............................................................5-96 Exhibit 5.8.2a – Interior Property Line Setback Adjacent to Anaheim Resort Specific Plan or C-R Overlay.................................................................................................................................5-97 Exhibit 5.8.2b – Interior Property Adjacent to Residential Uses.........................................................5-98 Exhibit 5.8.3a – Theme Park District Concept Plan - A................................................................... 5-100 Exhibit 5.8.3b – Theme Park District Concept Plan - B................................................................... 5-101 Exhibit 5.8.3c – Parking District Concept Plan – West Parking Area................................................ 5-102 Exhibit 5.8.3d – Parking District Concept Plan – East Parking Area ................................................ 5-103 Exhibit 5.8.3e – Southeast District Concept Plan........................................................................... 5-104 Exhibit 5.8.3f – Wall/Fencing Plan................................................................................................ 5-105 List of Tables
Exhibit 1.6a – The Disneyland Resort District/Overlay Summary Tabulation – Maximum Allowable Development ................................................................................................................1-11 Exhibit 1.6b – The Disneyland Resort Existing District/Overlay Summary Tabulation – Existing Development...................................................................................................................1-13 Exhibit 3.3a – The Disneyland Resort District/Overlay Summary Tabulation – Maximum Allowable Development ..................................................................................................................3-7 Exhibit 3.3b – The Disneyland Resort Existing District/Overlay Summary Tabulation – Existing Development.....................................................................................................................3-9 Exhibit 3.3.3a – Program Summary for District A.............................................................................3-15 Exhibit 3.3.5b – Program Summary for C-R Overlay ........................................................................3-18 Exhibit 3.3.6b – Anaheim GardenWalk Overlay Development Program .............................................3-22 Exhibit 3.3.5b – Program Summary for C-R Overlay ........................................................................3-18 Exhibit 5.3.4.2a – Levels of Tree Density........................................................................................5-16 Exhibit 5.3.4.2b – Tree Point Values ..............................................................................................5-16 The Disneyland Resort Specific Plan Table of Contents
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Appendices
Appendix A – List of Specific Plan Amendments, Adjustments and Associated Actions Appendix B – Conditions of Approval
Appendix C – Mitigation Monitoring Program
Appendix D – Anaheim GardenWalk, Conditions of Approval Appendix E – Anaheim GardenWalk, Mitigation Monitoring Program The Disneyland Resort Specific Plan Table of Contents
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Section 1.0: Executive
Summary

1.1 Introduction
On June 29, 1993, the Anaheim City Council
adopted Ordinance No. 5378 relating to the
establishment of Zoning and Development
Standards for The Disneyland Resort Specific
Plan (SP92-1) (the "DRSP" or "Specific Plan") by
the addition of Chapter 18.78 (subsequently
renamed to Chapter 18.114) to the Anaheim
Municipal Code and Ordinance No. 5377,
amending the zoning map to reclassify
approximately 489.7 acres of certain real property
into the DRSP Zone. The DRSP is specifically
designated by the City of Anaheim's General Plan
for recreation and tourist-related activities.

Since the adoption of the original DRSP, proposed
modifications to the Specific Plan have included
nine amendments, fourteen adjustments, and one
zoning code revision. Refer to Appendix A, ‘List of
Specific Plan Amendments, Adjustments and
Associated Actions’ for a consolidated list of the
City Council Resolutions and Ordinances and
approval dates associated with the 1993 Specific
Plan adoption and all subsequent amendments
and adjustments, including associated General
Plan Amendments.

In 2021, to allow continued, long-term growth of
The Disneyland Resort®, Walt Disney Parks and
Resorts U.S., Inc. (“Disney”) proposed
DisneylandForward, an update to The Disneyland
Resort Project to allow the transfer of uses
permitted under the Specific Plan to other areas of
the Specific Plan and properties within the
Anaheim Resort Specific Plan (ARSP) No. 92-2
area owned or leased by Disney or other
subsidiaries of The Walt Disney Company
(“Disney ARSP Properties”, and, collectively with
Disney’s properties in the DRSP, “Disney
Property” or “Disney Properties.”) The update also
provides for future administrative review by the
City of Anaheim (“City”) of Disney’s development
projects on Disney Property within the Specific
Plan area and the ARSP area. In [insert year], the
Anaheim City Council approved
DisneylandForward, including amendments to the
Land Use and Circulation Elements of the City’s
General Plan [Resolution No. xxx adopted on xxx],
and Amendment No. 9 to the DRSP document and
zoning and development standards [Ordinance
Nos. xxx adopted on xxx].

1.2 Purpose of the Specific Plan
The Disneyland Resort Specific Plan provides for
the development of an international, multi-day
destination resort on 489.7 acres within the City of
Anaheim in The Anaheim Resort®. The overall
goal is to provide and support a multi-day
destination resort by integrating the Specific
Plan’s theme parks, hotels, and visitor-serving
facilities into an exciting, appealing, unified resort
environment. To achieve this, the Specific Plan
contains a land use plan, a public facilities plan, a
design plan, and zoning and development
standards, which describe how the Specific Plan’s
overall goal will be realized.

The Specific Plan contains four planning districts -
a Theme Park District, a Parking District, a
Southeast District, and District A, and two overlays
- a C-R Overlay and an Anaheim GardenWalk
Overlay, which provide the regulations and
tailored guidelines to assure the Specific Plan
area continues to achieve the vision for a highquality destination resort. Refer to Section 3, ‘Land Use Plan’ of this document for more detailed
district descriptions.

1.3 Organization of the Specific
Plan Document
The Specific Plan is divided into ten sections
which establish a comprehensive vision for the
future.
• Section 1.0, the Executive Summary, is a
brief overview of the Specific Plan.
• Section 2.0, the Planning Context,
discusses the purpose of the Specific Plan, the
City planning policies that affect development
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of the Specific Plan area, the authority and
scope of the Specific Plan, and its relationship
to other City planning documents.
• Section 3.0, the Land Use Plan, describes
existing and proposed land uses and
conditions within the Specific Plan area, and
describes each of the Specific Plan Districts
and Overlays.
• Section 4.0, the Public Facilities Plan,
discusses the existing and proposed
infrastructure within the Specific Plan area,
including, but not limited to, circulation and
transit connectivity, water, sewer, waste, and
energy services.
• Section 5.0, the Design Plan, establishes the
design criteria for the Specific Plan area. It
also contains references to the zoning and
development standards found in Title 18 of the
Anaheim Municipal Code.
• Section 6.0, General Plan Consistency,
describes how the Specific Plan is consistent
with the City’s adopted General Plan.
• Section 7.0, Zoning and Development
Standards, contains the detailed regulations
that control development within the Specific
Plan area.
• Section 8.0, Legal Description, contains a
legal description of the Specific Plan area.
• The Appendices contain the conditions of
approval, mitigation monitoring programs, and
a list and description of the City Council
actions associated with the 1993 approval of
the Specific Plan and all subsequent
amendments and adjustments and associated
actions including General Plan Amendments.

1.4 Setting
The Specific Plan area is located within The
Anaheim Resort, a portion of the City of Anaheim
specially designated by the City’s General Plan for
recreation and tourist/convention-related activities
along with related uses. The Anaheim Resort
contains approximately 1,078 acres. It is generally
located southwest of Interstate 5 between the
Disneyland Drive/Ball Road interchange and
Chapman Avenue, although a portion is located
north of the Interstate 5/Harbor Boulevard
interchange. The Specific Plan area is shown in
Exhibit 1.1a (Disneyland Resort Specific Plan
Boundary and Project Setting) and includes 489.7
acres. For a full legal description of the DRSP
boundary, refer to Section 8, ‘Legal Description’.

In addition to this Specific Plan, the City has
undertaken and adopted other planning efforts for
the remaining 588.10 acres in The Anaheim
Resort. The City has adopted the 581.3-acre
Anaheim Resort Specific Plan (Specific Plan No.
92-2) and the 6.8-acre Hotel Circle Specific Plan
(Specific Plan No. 93-1). The three Specific Plans
have been prepared to complement one another
by incorporating similar zoning and development
standards, design guidelines, streetscape and
signage programs and infrastructure
improvements. Together, these documents guide
the development and enhancement of The
Anaheim Resort. In addition to the specific plans,
the City Council also adopted The Anaheim
Resort Identity Program and The Anaheim Resort
Public Realm Landscape Program to provide for
the streetscape elements and landscape plans
that will be implemented in public rights-of-way
within The Anaheim Resort.

1.5 Implementing the General
Plan
The Specific Plan implements the City’s General
Plan by addressing the pertinent goals, policies
and objectives of the General Plan. In 1993, when
the City adopted the DRSP, the following General
Plan policies relevant to development of the
Specific Plan were in place:
• To maintain and encourage Anaheim’s
position as a nationally recognized tourist,
convention and recreation center;
• To increase sales tax yields and further
enhance the economic base of the community,
thereby lessening the tax burden on real
property;
• To encourage the development of quality
facilities which complement conventions,
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family entertainment, and recreation within
appropriate areas of the community; and,
• To maintain the integrity of the Commercial
Recreation Area (now generally referred to as
The Anaheim Resort) by permitting only
compatible land uses within this designated
area.

In 2004, the Anaheim City Council adopted a
comprehensive update of its General Plan, which
continues to incorporate similar goals and polices
relevant to the DRSP. A complete discussion of
the relationship between this Specific Plan and the
Anaheim General Plan is found in Section 6.0,
‘General Plan Consistency’.

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1.6 Project Goals
These General Plan policies will be implemented
through the following overall goals of the Specific
Plan:
• To reconfirm and enhance Southern California
as one of the world’s greatest tourist
destinations;
• To support the ongoing transformation of the
Specific Plan area into a multi-day destination
resort for use by Southern California
metropolitan area residents, as well as visitors
from around the world;
• To promote the goals of the Anaheim General
Plan by enhancing visitor-serving commercial
uses in the City and to provide a catalyst for
the economic and physical enhancement of
Anaheim;
• To create a fully integrated resort that
increases visitation levels and generates an
economic base capable of supporting project
components consistent with the objectives of
the City;
• To maintain and enhance the economic vitality
of the City of Anaheim and Orange County by
providing business and job opportunities
associated with the construction and operation
of The Disneyland Resort;
• To enhance the Disneyland Resort Specific
Plan area by providing a wider range of
attractions, hotel accommodations,
restaurants, shopping opportunities, and
public parking;
• To develop public/private cooperation and
partnership which utilize the private sector to
fund vitally needed improvements to benefit
the public;
• To accommodate existing and anticipated
traffic through implementation of an innovative
transportation and parking plan, including
convenient access to parking facilities from
freeways, use of conveyance systems to
shuttle visitors from parking facilities and
hotels to area attractions, and provision of
pedestrian walkways throughout The
Disneyland Resort;
• To lay a foundation for future economic
expansion; and,
• To minimize environmental impacts through
comprehensive site development guidelines.

1.7 Implementing the Specific
Plan
The Specific Plan will be implemented through a
combination of design guidelines in Section 5.0,
‘Design Plan,’ and zoning regulations and
development standards in Section 7.0, ‘Zoning
and Development Standards’.

This Specific Plan includes photographs,
illustrative sketches, diagrams, and plans which
convey the overall design intent of the Disneyland
Resort Specific Plan. Trees and other plants have
been drawn to show their sizes at maturity. These
illustrative exhibits are not intended to be used as
the final plans or development drawings that will
be reviewed by the City.

Modification to some design concepts may be
necessary in order to accommodate new or
changing conditions not anticipated by this
Specific Plan. Modifications are a normal part of
the development process and will be permitted if
the basic intent of the Specific Plan is preserved.

Section 7.0, ‘Zoning and Development Standards’
sets forth the parameters within which
modifications may be considered.

1.8 Development Plan – Summary
of Districts/Overlays
The maps and tables on the following pages
constitute the Specific Plan Development Plan.

The maps show the location of each of the four
Districts – Theme Park, Parking, Southeast, and
District A - and the two Overlays – C-R and
Anaheim GardenWalk - within the Specific Plan
and the tables summarize proposed and existing
development. Refer to Section 3, ‘Land Use Plan’
for more specific district and overlay information.

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1.8.1 Theme Park, Parking, and Southeast
Districts
Within the Theme Park, Parking and Southeast
Districts, the Specific Plan permits theme park
uses, hotels and entertainment areas, parking
facilities, and internal transportation systems, as
further described in Section 7.0, ‘Zoning and
Development Standards’. The Specific Plan
envisions the continued modification and
expansion of attractions and facilities in the
existing Disneyland theme park, Disney California
Adventure theme park, Downtown Disney, and
hotels and entertainment areas throughout the
Theme Park District. The Parking District contains
public day-use parking facilities in the West
Parking Area and in the East Parking Area. These
facilities primarily accommodate visitor and
employee parking for The Disneyland Resort. The
parking facilities can also accommodate parking
for the Anaheim Convention Center. Finally, the
Southeast District provides new opportunities for
integrated theme park, hotel, and retail, dining and
entertainment uses in a unique destination
experience to complement the existing
Disneyland and Disney California Adventure
theme parks and Downtown Disney. The Specific
Plan envisions the continued modification and
expansion of attractions and facilities throughout
the Theme Park District and the Southeast
District. Of note, the Southeast District is located
directly adjacent to the Theme Park East Overlay,
located within the Anaheim Resort Specific Plan.

Development within the Southeast District and the
Theme Park East Overlay will be planned in
coordination with one another to provide a more
cohesive approach in these areas. For additional
information, refer to the Anaheim Resort Specific
Plan.

1.8.2 District A
The Specific Plan proposes that the approximate

18.9-acre District A be developed with the same
uses permitted or conditionally permitted under
the Anaheim Resort Specific Plan No. 92-2,
Zoning and Development Standards (Chapter

18.116 of the Anaheim Municipal Code).

Additional description of District A is located in
Section 3.3.3, ‘District A’.

1.8.3 C-R Overlay
The C-R Overlay is a special provision of the
Specific Plan that allows certain parcels the ability
to be developed with the uses permitted by the
base District or to be developed with the uses
permitted or conditionally permitted by the
Anaheim Resort Specific Plan No. 92-2, Zoning
and Development Standards (Chapter 18.116 of
the Anaheim Municipal Code). Additional
description of the C-R Overlay is located in
Section 3.3.5, ‘C-R Overlay’.

1.8.4 Anaheim GardenWalk Overlay
The Anaheim GardenWalk Overlay encompasses
District A and the portion of the Parking District
(East Parking Area)/C-R Overlay south of Disney
Way (approximately 29.1 acres). This Overlay is a
special provision of the Specific Plan that provides
for the development of the Anaheim GardenWalk
Lifestyle Retail and Entertainment
complex/project subject to the approval of
Conditional Use Permit No. 4078, as amended.

The Anaheim GardenWalk project includes the
following: 590,265 gross square feet of specialty
retail/dining/entertainment uses, including movie
theaters; 1,628 hotel rooms/suites (including up to
500 Vacation Ownership Resort Units) and
278,817 gross square feet of hotel accessory
uses; and parking facilities with up to 4,800 striped
parking spaces and 15 bus parking spaces with a
7,700 gross square foot bus terminal/
transportation center for airport transport and
to/from sightseeing venues. The Anaheim
GardenWalk project will be an integrated
development to be constructed in two areas
(Areas A and B, as identified in Exhibit 1.1d
(Anaheim GardenWalk Overlay)).

Area A encompasses approximately 20.3 acres of
the project site, with 460,115 square feet of
specialty retail, restaurants, and entertainment
uses, including movie theaters; 1,266 hotel rooms
(including up to 400 vacation ownership units) and
216,820 square feet of hotel accessory uses, a
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transportation center, and 3,200 parking spaces.

The main retail concourse and 3,076 parking
spaces will be developed first, followed by the
hotels and the remaining 124 parking stalls.

The remaining 8.8 acres (Area B) would be
developed as a subsequent phase with up to
130,150 square feet of specialty retail, restaurants
and entertainment uses, 362 hotel rooms
(including up to 100 vacation ownership units) and
61,997 square feet of hotel accessory uses, and
1,600 parking spaces.

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Exhibit 1.6a – The Disneyland Resort District/Overlay Summary Tabulation – Maximum Allowable Development

DISTRICT/OVERLAY SUMMARY
District/
Overlay Name Land Use Area (acres)
Maximum
Allowable
Development
Theme Park District
Theme Park and Back-of-House Uses
Administration Building
Administration Building Parking
Hotel Rooms
Theme Park Parking
Hotel Retail / Restaurant
Hotel Meeting Space
Parking for Hotel Uses
389
6,850,000 sf (1, 9)
475,000 sf
2,300 spaces
Up to 5,600 rooms (5, 8)
5,000 spaces (2,3)
300,000 sf
200,000 sf
9,930 spaces (2)
Parking District
East Parking Area
West Parking Area

30.1 27
17,600 spaces (2, 3)
16,700 spaces (2)
Southeast District
Theme Park and Back-of-House Uses
Hotel Rooms
Parking Spaces

24.7 390,000 sf (9)
Up to 1,852 rooms (5, 8)
5,100 spaces (2)
Combined Total Maximum Allowable Development 489.7
7,825,000 sf
5,600 rooms
51,630 spaces
District A (6) Commercial Recreation Uses 18.9
C-R Overlay (4)
within Theme Park District
within Parking District, East Parking Area
within Southeast District
Subtotal
20 30.1

1.1 51.2
Anaheim Garden
Walk Overlay (7)
within Parking District East Parking Area/C-R Overlay
within District A
Subtotal

10.2 18.9

29.1 Notes:
(1) Theme park square footage may be developed as Retail, Dining and Entertainment. The Specific Plan allows up to 350,000 sf of Retail, Dining and Entertainment square footage in the Theme Park District. (2) Number of spaces will be determined by the provisions of Section 7.0, ‘Zoning and Development Standards’. (3) Up to 5,000 parking spaces may be constructed in the Theme Park District; however, an equivalent number of potential parking spaces would be removed from the allotment of the East Parking Area. (4) The C-R Overlay may be developed with hotels or visitor-serving and parking uses subject to the permitted and conditionally permitted uses allowed by the ARSP Zone as set forth in Chapter 18.116 of the Anaheim Municipal Code. See Section 3.3.5, ‘C-R Overlay’.
(5) Up to 1,852 hotel rooms may be constructed in the Southeast District; however an equivalent number of potential hotel rooms would be removed from the allotment for the Theme Park District, such that the maximum number of hotel rooms would not exceed 5,600. (6) Up to 75 hotel rooms per gross acre are permitted in District A. (7) The Anaheim GardenWalk Overlay as amended may be developed with the Anaheim GardenWalk Project subject to the approval of Conditional Use Permit No. 4078, as amended, or with uses set forth in the Parking District (East Parking Area)/C-R Overlay (refer to Exhibit 3.3.6b (Program Summary for Anaheim GardenWalk Overlay). See Section 3.3.6, ‘Anaheim GardenWalk Overlay’. (8) Hotel rooms can be converted to Vacation Ownership Resort Units. See Chapter 18.114.120 of the Anaheim Municipal Code.

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DISTRICT/OVERLAY SUMMARY
(9) Theme park sf may also be developed in the Southeast District (up to 390,000 sf), the ARSP Theme Park East Overlay (up to 840,000 sf) and the ARSP Theme Park West Overlay (up to 80,000 sf); however, an equivalent number of potential theme park sf would be removed from the allotment for the Theme Park District, such that the maximum theme park sf would not exceed 6,850,000 sf. Also see the ARSP and Chapter 18.116 of the Anaheim Municipal Code.

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Exhibit 1.6b – The Disneyland Resort Existing District/Overlay Summary Tabulation – Existing Development

EXISTING DISTRICT/OVERLAY SUMMARY
District/
Overlay Name Land Use Area (acres) Existing Development (1) Theme Park District
Theme Park and Back-of-House Uses
Theme Park Retail, Dining and Entertainment
Administration Building
Administration Building Parking
Hotel Rooms
Hotel Retail / Restaurant
Hotel Meeting Space
Parking for Hotel Uses
389
2,946,183 sf
246,702 sf
305,430 sf
1,545 spaces
2,342 rooms (6)
159,549 sf
161,220 sf
5,885 spaces
Parking District
East Parking Area
West Parking Area

30.1 27
2,179 spaces (2, 5)
16,298 spaces
Southeast District Parking Spaces 24.7 2,529 spaces
Combined Existing Development within Theme Park,
Parking, and Southeast Districts
470.8
3,819,084 sf
2,342 rooms
28,436 spaces
Total Acreage of Districts 489.7
District A (3) Commercial Recreation Uses 18.9
C-R Overlay (2)
within Theme Park District
within Parking District East Parking Area
within Southeast District
Subtotal
20 30.1

1.1 51.2
Anaheim Garden
Walk Overlay (4)
within Parking District East Parking Area/C-R Overlay
within District A
Subtotal

10.2 18.9

29.1 Notes:
(1) These numbers are as of the date of the Notice of Preparation of SEIR No. 352, October 21, 2021; over the course of the DisneylandForward project, these numbers may change due to ongoing development efforts. (2) The C-R Overlay may be developed with hotels or visitor-serving and parking uses subject to the permitted and conditionally permitted uses allowed by the ARSP Zone as set forth in Chapter 18.116 of the Anaheim Municipal Code. See Section 3.3.5, ‘C-R Overlay’.
(3) Up to 75 hotel rooms per gross acre are permitted in District A. (4) The Anaheim GardenWalk Overlay as amended may be developed with the Anaheim GardenWalk Project subject to the approval of Conditional Use Permit No. 4078, as amended, or with uses set forth in the Parking District (East Parking Area)/C-R Overlay (refer to Exhibit 3.3.6b (Program Summary for Anaheim GardenWalk Overlay). See Section 3.3.6, ‘Anaheim GardenWalk Overlay’.
(5) This amount includes the existing 842 parking spaces in the Ball Cast Member Lot. The Specific Plan allows up to 5,000 parking spaces identified for the East Parking Area to be located in the Theme Park District. (6) Hotel rooms include Vacation Ownership Resort (VOR) units at the Grand Californian Hotel and VOR units at the Disneyland Hotel.

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Section 2.0: Planning Context

2.1 Purpose of the Specific Plan
A destination resort containing theme parks and
visitor-serving facilities, such as hotels, is a unique type of development that requires special
consideration and attention to ensure the resort’s
various elements come together to create an
exciting, attractive environment. The specialized
inner workings of a theme park and the unique
relationship a resort must have with its
surrounding environment are not easily addressed
by traditional zoning. This Section, Planning
Context, establishes a comprehensive framework
of planning policies and standards which assure
that resort and theme park uses will come together
as an integrated whole.

In addition to overall planning policies, the Specific
Plan establishes design guidelines and
comprehensive zoning regulations which
recognize the distinctive nature of theme parks
and effectively implement the policies of the
Specific Plan. It also identifies the public facilities and services that will be needed to support
development and describes how the Specific Plan
and its related improvements will be phased.

The zoning regulations contained within this
Specific Plan in Section 7.0, ‘Zoning and
Development Standards,’ are regulatory in nature
and serve as the zoning and development
standards for the Specific Plan area. Subsequent
development plans and subdivision maps must be
consistent with both this Specific Plan and the City
of Anaheim General Plan. Any situation or
condition not specifically covered by provisions
contained within this Specific Plan will be subject
to the regulations of the City of Anaheim Municipal
Code.

2.2 Authority and Scope of the
Specific Plan
The City of Anaheim’s authority to prepare, adopt,
and implement Specific Plans is provided by
California Government Code Sections 65450
through 65457. Procedures for the adoption,
implementation and amendment of Specific Plans
are provided in Chapter 18.72, ‘Specific Plans,’ of
the Anaheim Municipal Code. As with General
Plans, the Planning Commission must hold a
public hearing before it can recommend the
adoption or amendment of a Specific Plan by the
City Council. The City Council may then adopt the
Specific Plan or subsequent amendments to the
Specific Plan by ordinance.

As required by Chapter 18.72 of the Anaheim
Municipal Code and California Government Code
Sections 65450, et. seq., this document and the
associated environmental impact reports that
have been prepared for the DRSP specify the
following in detail:
• The nature, location, density and size of all
existing and proposed land uses;
• Vehicular and pedestrian circulation within the
project and surrounding area;
• The provision of essential urban services
including, but not limited to, energy, public
safety, public utilities, sewage, solid waste
disposal, storm water drainage, water,
recreation and other essential facilities, as
may be needed to support proposed
development;
• Pertinent land use regulations for
implementation of the Specific Plan, including
supporting justification for any development
standards or procedures which deviate from
existing City zoning and land use regulations;
• Programs, public works projects, and
financing measures to implement the specific
plan;
• A development schedule setting forth phasing
of development and target dates for
completion; and,
• A discussion of the proposed Specific Plan’s
consistency with the provisions of the General
Plan.

Chapter 18.72 of the Anaheim Municipal Code
also requires a development schedule setting
forth phasing of development and target dates for
completion. The DRSP is intended to provide
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guidelines and regulations for the future
development of the DRSP area and does not
contain any proposal for specific developments.

As such, it does not contain a phasing plan, which
establishes a precise sequence, time, and level of
development. Development of the DRSP area will
likely be spread over a number of years as Disney
and other landowners renovate their property, or
replace existing buildings with new ones. SEIR
No. 352 has assumed for purposes of analysis
that Disney would implement the Project over the
next decades depending on market conditions,
and contains mitigation measures to ensure that
infrastructure improvements will be required
commensurate with development.

In addition, this document addresses subjects,
such as urban design, which are necessary and
desirable for the implementation of the General
Plan.

2.2.1 Findings for Specific Plan Adoption
This document provides information which
specifies how the Specific Plan conforms with the
following findings, which the Planning
Commission and City Council are required to
make prior to approving or amending a Specific
Plan:
• That the property proposed for the Specific
Plan has unique site characteristics, such as
topography, location or surroundings, that are
enhanced by special land use and
development standards;
• That the Specific Plan is consistent with the
goals and policies of the General Plan, and
with the purposes, standards and land use
guidelines therein;
• That the Specific Plan results in development
of desirable character that will be compatible
with existing and proposed development in the
surrounding neighborhood;
• That the Specific Plan contributes to the
balance of land uses throughout the City; and,
• That the Specific Plan respects environmental,
aesthetic and historic resources consistent
with economic realities.

2.3 Relationship to City Planning
Documents and Regulations
This section describes the relationship of the
Specific Plan to other relevant City planning
documents and regulations.

2.3.1 Relationship to the General Plan
The Specific Plan must be consistent with the
goals and policies of the General Plan. Section

6.0, ‘General Plan Consistency,’ includes a
discussion of each of the applicable General Plan
Element’s goals and policies and how they are
implemented through the Specific Plan. Appendix
A, ‘List of Specific Plan Amendments,
Adjustments and Associated Actions ’ includes a
consolidated list of the City Council Resolutions
and Ordinances and approval dates associated
with the 1993 Specific Plan adoption and all
subsequent amendments and adjustments,
including associated General Plan Amendments.

2.3.2 Relationship to Zoning Ordinance
The Specific Plan Section 7, ‘Zoning and
Development Standards’ defines zoning districts,
regulations, and development standards that
apply to the Specific Plan area. In cases where the
Specific Plan does not address a particular
situation, the regulations and development
standards contained within Title 18 of the Anaheim
Municipal Code apply. To the extent the two differ,
the Specific Plan’s policies, design guidelines,
regulations and development standards apply.

2.3.3 CEQA Requirements
The California Environmental Quality Act (CEQA)
requires that local agencies, prior to taking action
on projects over which they have discretionary
approval authority, consider the environmental
consequences of such projects. An Environmental
Impact Report (EIR) is a public document
designed to provide the public,
responsible/trustee agencies, special districts,
and local and State government agency
decisionmakers with an analysis of the potential
environmental consequences of project
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implementation in order to support an informed
decision.

An EIR for the adoption of the Specific Plan was
prepared in compliance with CEQA. Pursuant to
local and State CEQA Guidelines, the City of
Anaheim prepared an Initial Study which
determined that certain potentially significant
environmental impacts might be associated with
development under the Specific Plan. The City
prepared EIR No. 311 (under separate cover)
which identifies impacts that may result from the
development of The Disneyland Resort project
and includes recommended mitigation measures
to lessen these impacts. As described in EIR No.
311, further environmental review would be
required before a theme park or associated uses
could be developed in the Southeast District
(referred to as the Future Expansion District in EIR
No. 311). The City of Anaheim certified the Final
EIR for The Disneyland Resort project, which
included the approval of the Specific Plan, on June
22, 1993.

In 2021, to allow continued, long-term growth of
The Disneyland Resort, Walt Disney Parks and
Resorts U.S., Inc. (Disney) proposed
DisneylandForward, an update to The Disneyland
Resort Project to allow the transfer of uses
permitted under the Specific Plan to other areas of
the Specific Plan and properties within the
Anaheim Resort Specific Plan (ARSP) No. 92-2
area owned or leased by Disney or other
subsidiaries of The Walt Disney Company
(“Disney ARSP Properties”, and, collectively with
Disney’s properties in the DRSP, “Disney
Property” or “Disney Properties”). The update also
provides for future administrative review by the
City of Anaheim (City) of Disney’s development
projects on Disney Property within the Specific
Plan area and the ARSP area .

DisneylandForward does not increase previously
approved square footage or hotel rooms in the
DRSP, however it does increase the number of
theme park-related parking spaces in the ARSP
Parking Overlay by 4,376 spaces.

Pursuant to local and State CEQA Guidelines, the
City of Anaheim prepared an Initial Study which
determined that certain potentially significant
environmental impacts might be associated with
development of the DisneylandForward project.

As a result, the City prepared Subsequent EIR No.
352 (under separate cover) which identifies
impacts which may result from the development of
DisneylandForward and includes recommended
mitigation measures to lessen these impacts. The
City Council certified the Final Subsequent EIR
No. 352 for DisneylandForward on [insert date]. In
serving as the CEQA compliance document for
DisneylandForward, SEIR No. 352 provides the
additional environmental analysis contemplated
under EIR No. 311 for the addition of theme park,
hotel rooms, and retail, dining and entertainment
uses in the Southeast District. SEIR No. 352 also
provides the environmental analysis required for
the addition of theme park uses in the ARSP
Theme Park East and ARSP Theme Park West
Overlays and the addition of parking uses in the
ARSP Parking Overlays. For non-Disney
properties located in the DRSP and the ARSP,
EIR No. 311 and SEIR No. 340, including the
associated Mitigation Monitoring Plans, would
continue to apply to future development.

Specifically, development in District A, the
Anaheim GardenWalk Overlay and the C-R
Overlay would not be regulated by the mitigation
measures associated with this Subsequent EIR.

For a consolidated list of all CEQA documentation
associated with previous DRSP amendments and
adjustments prior to Subsequent EIR No. 352,
refer to Appendix A, ‘List of Specific Plan
Amendments, Adjustments and Associated
Actions’.

2.3.4 Relationship to the Anaheim Resort
Specific Plan No. 92-2 and
Environmental Impact Report (EIR)
No. 313
The City of Anaheim adopted the Anaheim Resort
Specific Plan (Specific Plan No. 92-2, also
referred to as ARSP) and certified Environmental
Impact Report No. 313 (EIR No. 313) in
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September 1994 to comprehensively plan for
549.5 acres of The Anaheim Resort. The ARSP
replaced the previous C-R Zone for this area. The
majority of the properties within The Anaheim
Resort not included within The Disneyland Resort
Specific Plan area were rezoned to the ARSP. The
remaining 6.8 acres were rezoned as the Hotel
Circle Specific Plan (Specific Plan No. 93-1, also
referred to as HCSP) Zone. The land uses allowed
in the C-R Overlay and District A contained in The
Disneyland Resort Specific Plan are the same as
those permitted by the ARSP, C-R District.

In June 1997, the ARSP boundaries were
expanded to include 4.67 acres, located on the
northern side of Orangewood Avenue and east of
Harbor Boulevard. In August 1999, the ARSP
boundaries were expanded to include 0.73 acres
located at the northwestern corner of Casa
Grande Avenue and Casa Vista Street. Mitigated
Negative Declarations served as the
environmental documentation for these actions.

In July 2004, the ARSP boundaries were
expanded to include 26.4 acres between
Orangewood Avenue and Chapman Avenue
along Harbor Boulevard for a total of 581.3 acres.

EIR No. 330, certified in connection with the
adoption of the citywide General Plan Update,
served as the environmental documentation for
this action.

In December 2012, the City Council certified
Supplemental Environmental Impact Report No.
340 as part of a comprehensive amendment to the
ARSP. This document reevaluated environmental
changes that had occurred in and around The
Anaheim Resort and an expansion of the Anaheim
Convention Center.

The ARSP includes refinements to the C-R Zone
development standards and regulations originally
adopted in 1967 and revised in September 1990.

It also includes refinements of design guidelines
established in the C-R Zoning Code and a public
facilities plan, which addresses the timing and
extent of various infrastructure improvements
needed to serve the area. In connection with the
adoption of the ARSP, the City Council adopted
The Anaheim Resort Identity Program and The
Anaheim Resort Public Realm Landscape
Program to provide for streetscape improvements
within The Anaheim Resort public rights-of-way,
such as special entry treatments, street trees,
landscaped medians, lighting and street furniture.

Although they are separate projects, preparation
of The Disneyland Resort Specific Plan, the
ARSP, the HCSP, The Anaheim Resort Identity
Program, and The Anaheim Resort Public Realm
Landscape Program were coordinated to ensure
planning consistency, and to ensure that elements
of the plans are complementary (for example,
definition of planning area boundaries, the design
of the streetscape improvements and the
provision of adequate infrastructure). Where
appropriate, references or descriptions of the
programs adopted as part of the ARSP, the
HCSP, The Anaheim Resort Identity Program, and
The Anaheim Resort Public Realm Landscape
Program are included within this document to
provide a comprehensive understanding of the
relationship between the planning concepts and
programs proposed as part of those Plans and
Programs. However, the ARSP, the HCSP, The
Anaheim Resort Identity Program, and The
Anaheim Resort Public Realm Landscape
Program should be reviewed for the most accurate
description of elements within the public realm and
the setback realm monument sign requirements.

2.4 Specific Plan Policies
The Specific Plan goals stated in Section 1.0,
‘Executive Summary,’ define the basis for the
following Specific Plan policies. They include:
• Policy 1: Create and sustain an urban
destination resort;
• Policy 2: Establish and maintain a unified
resort identity;
• Policy 3: Supply adequate visitor facilities to
meet long-term demand for entertainment,
lodging, and retail uses;
• Policy 4: Improve public facilities and
infrastructure to accommodate projected
growth;
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• Policy 5: Improve the transportation system;
• Policy 6: Develop implementation
mechanisms to assure quality development;
and,
• Policy 7: Protect and enhance surrounding
uses.

The following subsections describe these policies
in more detail.

2.4.1 Policy 1: Create and Sustain an
Urban Destination Resort
The primary planning policy for the Specific Plan
is to create and sustain an urban destination resort
that features theme park attractions, resort hotels,
restaurants, and shopping opportunities. By
creating and sustaining this destination resort,
visitors will be encouraged to stay for several days
and enjoy the variety of recreation and
entertainment opportunities available.

2.4.2 Policy 2: Establish and Maintain a
Unified Resort Identity
In order to establish and maintain the identity of
The Disneyland Resort as a premiere destination
resort, the Specific Plan presents a unifying theme
throughout the Specific Plan area. The theme is
achieved through consistent visual language for
the public areas outside the theme parks that
extends throughout the Specific Plan area. The
main components of the unifying visual language
are architecture, landscape, signs and street
furnishings.

The architectural character and quality of the
buildings proposed for areas outside the Theme
Park District is regulated through a combination of
setback requirements and height restrictions
contained in Section 7.0, ‘Zoning and
Development Standards,’ and design guidelines
contained in Section 5.0, ‘Design Plan,’ of the
Specific Plan. Extensive planting of trees, shrubs
and ground cover creates the landscape character
of the Specific Plan. Similarly, signs within the
Specific Plan area present a unified visual
character through compatible and complementary
colors, forms, and typography. Street furnishings,
including lighting fixtures and benches, reinforce
the overall identity of The Disneyland Resort.

2.4.3 Policy 3: Supply Adequate Visitor
Facilities to Meet Long-Term
Demand for Entertainment,
Lodging, and Retail Uses
Another important Specific Plan policy is to supply
the visitor facilities needed to meet the long-term
demand for recreation and resort activities. There
are three primary types of facilities that achieve
this: theme park attractions, resort hotels, and
visitor-serving retail and entertainment facilities.

For theme park attractions, the Specific Plan
allows for 6,850,000 square feet of theme park
uses between the Theme Park District and the
Southeast District and in the ARSP, the Theme
Park East Overlay and the Theme Park West
Overlay.

For resort hotels, the Specific Plan allows 5,600
hotel rooms to be developed within the Theme
Park and Southeast Districts (not including hotels
constructed in District A and under the C-R and
Anaheim GardenWalk Overlays).

For visitor-serving retail and entertainment
facilities, the Specific Plan allows up to 350,000
square feet of theme park square footage to be
developed as retail, dining, and entertainment
within the Theme Park District, 300,000 square
feet of hotel retail and restaurant, and 200,000
square feet of meeting rooms and convention
space. The Specific Plan also provides for visitorserving retail, entertainment facilities, and parking within District A and the C-R and Anaheim
GardenWalk Overlays.

For additional information on the quantity and
location of theme park attractions, resort hotels,
and visitor-serving retail and entertainment
facilities by District, refer to Table 3.3a – The
Disneyland Resort District/Overlay Summary
Tabulation – Maximum Allowable Development in
Section 3.

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2.4.4 Policy 4: Improve Public Facilities
and Infrastructure to Accommodate
Projected Growth
In conjunction with adding attractions and lodging
facilities, another important Specific Plan objective
is to improve public facilities and infrastructure to
accommodate the growth and development that
will occur at The Disneyland Resort. The public
facility components to be improved as a result of
this Specific Plan include: the transportation
infrastructure (described in Section 4.0, ‘Public
Facilities Plan’), and the pedestrian environment
and the streetscape (described in Section 5.0,
‘Design Plan’).

The Specific Plan creates an inviting, integrated
pedestrian environment that provides convenient
connections throughout The Disneyland Resort
and surrounding Anaheim Resort. An important
element of the pedestrian environment will be the
landscaped promenades, plazas, walkways, and
gardens that, while in some locations private, will
facilitate physical and visual connectivity
throughout The Disneyland Resort. The Anaheim
Resort Identity Program and The Anaheim Resort
Public Realm Landscape Program govern the
streetscapes within the public rights of way. The
streetscapes contribute to a unifying visual
character for the entire Anaheim Resort.

Improvements to underground infrastructure will
also be made, including improvements to storm
drainage, water supply, electrical systems and
sewage systems.

2.4.5 Policy 5: Improve the
Transportation System
An essential part of the Specific Plan is to provide
improvements to the transportation system so that
access to The Disneyland Resort and its
attractions is convenient, pleasant and intuitive.

These improvements may include a combination
of access routes to and from Interstate 5, local
roadway improvements, high-capacity public
parking facilities, monorail, pedestrian walkways
and/or transportation system(s).

Day visitors to the theme parks at The Disneyland
Resort arriving by Interstate 5 will have convenient
access to and from public day-use parking
facilities. These facilities will have a maximum
capacity of 34,300 cars and may accommodate
Resort employees and Convention Center
visitors, in addition to theme park visitors. Access
from the parking facilities to the theme parks will
be by pedestrian walkways and/or transportation
system(s). In addition, areas of potential
pedestrian bridge(s) would connect theme park
uses with The Anaheim Resort as indicated
onExhibit 4.5b (Pedestrian and Vehicular Access
Points). . Overnight visitors arriving by Interstate 5
may use the same interchanges as day visitors but
will be directed to surface streets for access to
hotels or other facilities within The Anaheim
Resort.

2.4.6 Policy 6: Develop Implementation
Mechanisms to Assure Quality
Development
To assure the overall quality of The Disneyland
Resort development, the Specific Plan contains
implementation mechanisms that promote the
design goals of the Specific Plan. These
mechanisms include development regulations,
standards, design guidelines, as well as phasing
and public facilities plans. Section 5.0, ‘The
Design Plan,’ describes the design concepts to be
implemented to provide a unified identity. The
zoning and development standards are contained
within Section 7.0, ‘Zoning and Development
Standards’. They define the permitted uses and
establish building height and setback standards,
among other regulations.

2.4.7 Policy 7: Protect and Enhance
Surrounding Uses
Implementation of the Specific Plan protects and
enhances surrounding uses through the following
means. First, development setback areas are
created and maintained to provide an aesthetically
appealing, landscaped buffer between the
development in the Specific Plan area and
neighboring uses. Second, development in the
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Specific Plan will incorporate 360-degree
architectural treatments described in Section 5,
‘Design Plan’, to protect and improve public views
into the Specific Plan area. Third, convenient
access to the public parking facilities from
Interstate 5 minimizes the use of local streets by
visitors to the Specific Plan area. As a fully
integrated planning document, the Specific Plan
provides the overall policy direction (this Section,
Section 3.0, ‘Land Use Plan,’ and Section 4.0,
‘Public Facilities Plan’) as well as the planning
tools (Section 5.0, ‘Design Plan,’ and Section 7.0,
‘Zoning and Development Standards’) needed to
ensure that these goals are achieved as
development of The Disneyland Resort proceeds.

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Section 3.0: Land Use Plan

3.1 Regional Location
The Specific Plan area is located in the City of
Anaheim, thirty-five miles southeast of downtown
Los Angeles and seven miles northwest of Santa
Ana, in Central Orange County, California. Exhibit

3.1a (Regional Location Map) shows the regional
location of the Disneyland Resort Specific Plan
area. The Disneyland Resort is located southwest
of Interstate 5 and is accessible from the Interstate
5 interchanges at Disneyland Drive/Ball Road,
Harbor Boulevard, Katella Avenue/Disney Way,
and Gene Autry Way.

Exhibit 3.1a – Regional Location Map

3.2 Existing Conditions
This section contains a description of the Specific
Plan area and other relevant existing conditions.

3.2.1 The Specific Plan Area
The Specific Plan Area is located within The
Anaheim Resort, an area designated on the City
of Anaheim General Plan for tourist and
entertainment-related industries, such as theme
parks, hotels, tourist-oriented retail, movie
theaters, and other visitor-serving uses. The
Anaheim Resort contains approximately 1,078
acres. Exhibit 3.2.1a (Disneyland Resort Specific
Plan Boundary and Project Setting) shows the
location of the approximate Specific Plan area
within The Anaheim Resort boundaries. For a full
legal description of the DRSP boundary, refer to
Section 8, ‘Legal Description’. Harbor Boulevard is
the main north-south thoroughfare through The
Disneyland Resort. Disneyland Drive provides
north-south access within the Theme Park District.

Katella Avenue and Ball Road are the main eastwest thoroughfares. Interstate 5 forms the northeastern boundary of the Specific Plan area.

3.2.2 Existing Uses
The current uses within the Specific Plan area
include the Disneyland theme park, the Disney
California Adventure theme park, Disney’s Grand
Californian Hotel & Spa, the Disneyland Hotel
complex, the Downtown Disney retail, dining, and
entertainment area, the Mickey & Friends parking
structure, the Pixar Pals parking structure, several
surface parking lots, and the back-of-house
support and administrative facilities that serve the
theme parks. Typical uses in the back-of-house
areas include: storage facilities, mechanical
equipment, Disneyland employee facilities,
administrative offices, parking, and other facilities
associated with theme park operations. In addition
to the uses associated with the existing
Disneyland theme park, several parcels included
within the Specific Plan area are currently
occupied by other uses, including hotels, parking
lots, restaurants, and retail shops, or are currently
vacant.

A variety of commercial, retail, hotels, motels and
other visitor- and convention-serving uses
surround the Specific Plan area. The Anaheim
Convention Center is located on the south side of
Katella Avenue, west of Harbor Boulevard. The
Specific Plan area is generally north and east of
the Anaheim Convention Center. Residential
neighborhoods consisting of single-family homes
and multiple-family dwelling units are located west
of Walnut Street and immediately north of Ball
Road. Similar residential uses and a mobile home
park are located south and east of the Southeast
District of the Specific Plan area.

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Exhibit 3.2.2a (Aerial Photograph with DRSP and
The Anaheim Resort Boundaries) is an aerial
photograph of The Anaheim Resort area and
Specific Plan boundaries as of November 2021.

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3.2.3 Existing Structures Permitted to
Remain
Prior to the adoption of the Specific Plan on June
22, 1993, The Disneyland Resort contained
existing buildings, fences and walls, a service
access point, and monorail beamways, support
columns, and associated maintenance buildings,
as shown on Exhibit 3.2.3a (Existing Structures
Permitted to Remain). In adopting the Specific
Plan, these structures became non-conforming
with the Specific Plan regulations. However, as
part of the June 22, 1993 City approval, these
structures were determined to be exceptions to
non-conformity and were allowed to be continued.

Refer to Section 7.0, ‘Zoning and Development
Standards’ for additional information related to
Exhibit 3.2.3a (Existing Structures Permitted to
Remain).

3.3 Land Use Plan
The 489.7-acre Disneyland Resort includes four
land use districts: the Theme Park District (389
acres), the Parking District (57.1 acres), the
Southeast District (24.7 acres), and District A
(18.9 acres). With DisneylandForward, approved
in [insert date], the former Hotel District became
part of the Theme Park District and the Future
Expansion District became the Southeast District.

In addition, the Specific Plan establishes the C-R
Overlay, which allows specific parcels to become
part of the overall Disneyland Resort or be
developed with the uses established by Chapter

18.116 (‘Anaheim Resort Specific Plan No. 92-2’)
of the Anaheim Municipal Code. The Anaheim
GardenWalk Overlay also applies to specific
parcels within the Specific Plan area and provides
for the development of the Anaheim GardenWalk
lifestyle retail and entertainment complex (subject
to the approval of Conditional Use Permit No.
4078, as amended). This section contains a
general description of each District and the C-R
Overlay and Anaheim GardenWalk Overlays,
while Section 7.0, ‘Zoning and Development
Standards’ contains specific, detailed, zoning and
development standards.

The four land use Districts and two Overlays will
be linked together by existing and new public
and/or private pedestrian walkways. The Specific
Plan provides for transportation system
improvements, including improved access to and
from Interstate 5, and peripheral public parking
facilities. Once visitors leave their cars, a
transportation system and/or a network of public
and/or private pedestrian walkways facilitate
guest mobility throughout The Disneyland Resort.

The character of the Specific Plan area includes
extensive landscaping within the public street
rights-of-way, along pedestrian walkways, within
building setbacks, and inside the theme parks.

This landscaping creates a unifying identity for the
Specific Plan area that integrates the surrounding
areas of The Anaheim Resort.

Exhibit 3.3a (The Disneyland Resort
District/Overlay Summary Tabulation – Maximum
Allowable Development) and Exhibit 3.3b (The
Disneyland Resort Existing District/Overlay
Summary Tabulation – Existing Development) on
the following pages summarize development in
the Specific Plan area. Exhibit 3.3c (Development
Plan) identifies the four land use districts. Further
information about development can be found in
Exhibit 3.3.5a (C-R Overlay) and Exhibit 3.3.6a
(Anaheim GardenWalk Overlay), which show the
location of areas where the provisions of these
Overlays apply. The Development Plan, C-R
Overlay, and Anaheim GardenWalk Overlay serve
as the zoning maps for The Disneyland Resort.

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Exhibit 3.3a – The Disneyland Resort District/Overlay Summary Tabulation – Maximum Allowable Development

DISTRICT/OVERLAY SUMMARY
District/
Overlay Name Land Use Area (acres)
Maximum Allowable
Development
Theme Park District
Theme Park and Back-of-House Uses
Administration Building
Administration Building Parking
Hotel Rooms
Theme Park Parking
Hotel Retail / Restaurant
Hotel Meeting Space
Parking for Hotel Uses
389
6,850,000 sf (1, 9)
475,000 sf
2,300 spaces
Up to 5,600 rooms (5, 8)
5,000 spaces (2,3)
300,000 sf
200,000 sf
9,930 spaces (2)
Parking District
East Parking Area
West Parking Area

30.1 27
17,600 spaces (2, 3)
16,700 spaces (2)
Southeast District
Theme Park and Back-of-House Uses
Hotel Rooms
Parking Spaces

24.7 390,000 sf (9)
Up to 1,852 rooms (5, 8)
5,100 spaces (2)
Combined Total Maximum Allowable Development 489.7
7,825,000 sf
5,600 rooms
51,630 spaces
District A (6) Commercial Recreation Uses 18.9
C-R Overlay (4)
within Theme Park District
within Parking District East Parking Area
within Southeast District
Subtotal
20 30.1

1.1 51.2
Anaheim Garden
Walk Overlay (7)
within Parking District East Parking Area/C-R Overlay
within District A
Subtotal

10.2 18.9

29.1 Notes:
(1) Theme park square footage may be developed as Retail, Dining and Entertainment. The Specific Plan allows up to 350,000 sf of Retail, Dining and Entertainment square footage in the Theme Park District. (2) Number of spaces will be determined by the provisions of Section 7.0, ‘Zoning and Development Standards’. (3) Up to 5,000 parking spaces may be constructed in the Theme Park District, however, an equivalent number of potential parking spaces would be removed from the allotment of the East Parking Area. (4) The C-R Overlay may be developed with hotels or visitor-serving and parking uses subject to the permitted and conditionally permitted uses allowed by the ARSP Zone as set forth in Chapter 18.116 of the Anaheim Municipal Code. See Section 3.3.5, ‘C-R Overlay’.
(5) Up to 1,852 hotel rooms may be constructed in the Southeast District; however, an equivalent number of potential hotel rooms would be removed from the allotment for the Theme Park District, such that the maximum number of hotel rooms would not exceed 5,600. (6) Up to 75 hotel rooms per gross acre are permitted in District A. (7) The Anaheim GardenWalk Overlay as amended may be developed with the Anaheim GardenWalk Project subject to the approval of Conditional Use Permit No. 4078, as amended, or with uses set forth in the Parking District (East Parking Area)/C-R Overlay (refer to Exhibit 3.3.6b (Program Summary for Anaheim GardenWalk Overlay). See Section 3.3.6, ‘Anaheim GardenWalk Overlay’. (8) Hotel rooms can be converted to Vacation Ownership Resort Units. See Chapter 18.114.120 of the Anaheim Municipal Code.

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DISTRICT/OVERLAY SUMMARY
(9) Theme park sf may also be developed in the Southeast District (up to 390,000 sf), the ARSP Theme Park East Overlay (up to 840,000 sf) and the ARSP Theme Park West Overlay (up to 80,000 sf); however, an equivalent number of potential theme park sf would be removed from the allotment for the Theme Park District, such that the maximum theme park sf would not exceed 6,850,000 sf. Also see the ARSP and Chapter 18.116 of the Anaheim Municipal Code.

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Exhibit 3.3b – The Disneyland Resort Existing District/Overlay Summary Tabulation – Existing Development

EXISTING DISTRICT/OVERLAY SUMMARY
District/
Overlay Name Land Use Area (acres) Existing Development (1) Theme Park District
Theme Park and Back-of-House Uses
Theme Park Retail, Dining and Entertainment
Administration Building
Administration Building Parking
Hotel Rooms
Hotel Retail / Restaurant
Hotel Meeting Space
Parking for Hotel Uses
389
2,946,183 sf
246,702 sf
305,430 sf
1,545 spaces
2,342 rooms (6)
159,549 sf
161,220 sf
5,885 spaces
Parking District
East Parking Area
West Parking Area

30.1 27
2,179 spaces (2, 5)
16,298 spaces
Southeast District Parking Spaces 24.7 2,529 spaces
Combined Existing Development within Theme Park,
Parking, and Southeast Districts
470.8
3,819,084 sf
2,342 rooms
28,436 spaces
Total Acreage of Districts 489.7
District A (3) Commercial Recreation Uses 18.9
C-R Overlay (2)
within Theme Park District
within Parking District East Parking Area
within Southeast District
Subtotal
20 30.1

1.1 51.2
Anaheim Garden
Walk Overlay (4)
within Parking District East Parking Area/C-R Overlay
within District A
Subtotal

10.2 18.9

29.1 Notes:
(1) These numbers are as of the date of the Notice of Preparation of SEIR No. 352, October 21, 2021; over the course of the DisneylandForward project, these numbers may change due to ongoing development efforts. (2) The C-R Overlay may be developed with hotels or visitor-serving and parking uses subject to the permitted and conditionally permitted uses allowed by the ARSP Zone as set forth in Chapter 18.116 of the Anaheim Municipal Code. See Section 3.3.5, ‘C-R Overlay’.
(3) Up to 75 hotel rooms per gross acre are permitted in District A. (4) The Anaheim GardenWalk Overlay as amended may be developed with the Anaheim GardenWalk Project subject to the approval of Conditional Use Permit No. 4078, as amended, or with uses set forth in the Parking District (East Parking Area)/C-R Overlay (refer to Exhibit 3.3.6b (Program Summary for Anaheim GardenWalk Overlay). See Section 3.3.6, ‘Anaheim GardenWalk Overlay’.
(5) This amount includes the existing 842 parking spaces in the Ball Cast Member Lot. The Specific Plan allows up to 5,000 parking spaces identified for the East Parking Area to be located in the Theme Park District. (6) Hotel rooms include Vacation Ownership Resort (VOR) units at the Grand Californian Hotel and VOR units at the Disneyland Hotel.

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The following is a summary of each of the four
districts of the Development Plan, C-R Overlay,
and Anaheim GardenWalk Overlay in the Specific
Plan area.

3.3.1 Theme Park District
The Theme Park District is the largest of the land
use areas within the Specific Plan area and
includes approximately 389 acres. It is located
between Ball Road on the north, Katella Avenue
on the south, Walnut Street on the west, and
Harbor Boulevard on the east. This District
accommodates the Disneyland theme park, the
Disney California Adventure theme park,
associated administration and back-of-house
facilities, parking, ticketing, hotels, and Downtown
Disney retail, dining, and entertainment facilities,
and Magic Way, which will become a private street
pending the City’s abandonment of the public
right-of-way (refer to Exhibit 3.3c (Development
Plan)).

The Theme Park District allows for 6,850,000
square feet of theme park uses. The Theme Park
District also is intended to accommodate hotels
(up to a maximum of 5,600 hotel rooms),
accessory retail, recreational uses (i.e., swimming
pools, tennis courts, etc.), and landscaped areas.

At the time of the Notice of Preparation for the
DisneylandForward project (October 21, 2021),
2,342 hotel rooms had been developed or
approved, some of which are developed as
Vacation Ownership Resort Units.

Refer to Exhibit 3.3a (The Disneyland Resort
District/Overlay Summary Tabulation – Maximum
Allowable Development) and Exhibit 3.3b (The
Disneyland Resort Existing District/Overlay
Summary Tabulation – Existing Development) for
summaries of existing and maximum theme park
development square footage, hotel rooms,
parking facility spaces, and other identified use
square footages within the Theme Park District.

The following is a brief description of each of the
major uses within the Theme Park District.
• The existing Disneyland theme park contains
theme attractions, retail uses and restaurants.

Disneyland will continue to renovate, upgrade,
and add new attractions, as it has since it first
opened.
• The existing Disney California Adventure
theme park is located south of the Disneyland
theme park. This theme park contains
attractions, an amphitheater, retail, dining,
hotel, ticketing, pedestrian circulation, parking,
and open space, including support uses and
service access and will continue to renovate,
update, and add new attractions.
• Back-of-house uses, including maintenance
facilities and staging areas, are located north
and west of the existing Disneyland theme
park as well as south of the Disney California
Adventure theme park. Access to these areas
is from Ball Road, Harbor Boulevard, and
Disneyland Drive.
• The Disneyland Administration Building is
located in the northeast corner of the Theme
Park District adjacent to Interstate 5. The fourto five-story building (approximately 75 feet tall) may contain up to 475,000 square feet of
office and related uses and up to 2,300
parking spaces. It was conceived to be
constructed in two phases. The first phase is
complete and consists of 305,430 square feet,
as well as an eight-level, 80-foot-high parking
facility containing up to 1,464 parking spaces
which is located immediately west of the office
building, with an additional 81 spaces in a
surface parking area just north of the parking
facility. The second phase will consist of up to
169,570 square feet to serve additional
personnel plus up to 755 more parking
spaces. Access to the Disneyland
Administration Building is from Ball Road.
• The existing Disneyland Hotel is located on
the west side of Disneyland Drive and includes
four towers with a total of 973 hotel rooms and
350 Vacation Ownership Resort Units.

Disney’s Grand Californian Hotel & Spa is
located on the east side of Disneyland Drive
and includes 948 hotel rooms and 71 Vacation
Ownership Units. Up to 5,600 hotel rooms or
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Vacation Ownership Resort Units may be
constructed within the Theme Park District,
excluding those rooms permitted by the C-R
Overlay. Some of the hotels may include
meeting and convention facilities, although the
hotels are intended primarily to serve visitors
to the theme parks. Hotel accessory retail
uses, including shops, restaurants, and
service businesses also are permitted within
the Theme Park District. This retail
development will be included within the hotel
building complexes and will not have separate
parking facilities. Altogether, an estimated
200,000 square feet of meeting space and
300,000 square feet of other retail/restaurant
support uses are planned for the Theme Park
District. Guest and visitor vehicular access to
hotel rooms within the Theme Park District will
be maintained from either public streets,
including Harbor Boulevard, Ball Road,
Disneyland Drive, and Katella Avenue, or
Magic Way, which will become a private street
pending the City’s abandonment of the public
right-of-way. In addition to the above
mentioned hotels, the Theme Park District
also contains the existing non-Disney hotels:
the Candy Cane Inn, the Alpine Inn, and the
Desert Palms Hotel and Suites.
• Downtown Disney. Theme park square
footage may be developed as retail
entertainment center uses in the Theme Park
District.

Exhibit 5.8.3a (Theme Park District Concept Plan
A) and Exhibit 5.8.3b (Theme Park District
Concept Plan B), shows conceptually how the
Theme Park District’s principal site elements will
be arranged. It also describes the setbacks
proposed for this District. Section 5, ‘Design Plan’,
also provides representative cross-sections
showing the proposed treatment of the exterior
edges of the Theme Park District.

Substantial area within The Disneyland Resort
has been designed to enhance pedestrian mobility
in and around The Disneyland Resort, linking key
areas with park-like passageways and settings,
and providing pedestrians with access to the
theme park ticket areas and entrances which are
currently located in a central east-west pedestrian
plaza. This plaza may be reconfigured in the
future, however pedestrian circulation will
continue to be provided in order to allow for
Disneyland Resort guests and visitors access to
The Disneyland Resort elements between Harbor
Boulevard and Disneyland Drive/Walnut Street in
a manner that facilitates pedestrian flow during
normal hours of operation and continues to meet
public safety size requirements. This is reflected
in Exhibit 4.5b (Pedestrian and Vehicular Access
Points), Note 1, which states: “Non-ticketed
pedestrian routes for east-west circulation shall be
provided through the Theme Park District
connecting major designations (theme parks,
Downtown Disney, hotels and parking facilities) to
Harbor Boulevard, Walnut Street, and, Disneyland
Drive.” Pedestrian amenities, such as benches,
seating areas, landscape areas, will be
incorporated to provide a pleasant pedestrian
experience. The Theme Park District will be
connected to the east side of Harbor Boulevard
with one to three pedestrian bridge(s) between
Manchester Avenue and Disney Way, with the
construction of a parking facility in the East
Parking Area. The Theme Park District may also
be connected on the east and west sides of
Disneyland Drive by up to two additional
pedestrian bridges and/or crossings.

Section 7.0 ‘Zoning and Development Standards’
establishes a building envelope consisting of
maximum building heights and minimum setbacks
from property lines in which theme park uses will
be contained. Refer to the Anaheim Commercial
Recreation Area Maximum Permitted Structural
Height Map, described in AMC Section 18.40.030,
for information on maximum building heights
permitted. Generally, the maximum height at
setbacks from public streets will be limited in order
to create a more attractive pedestrian
environment. The general intent is to establish a
building height hierarchy in which most theme
park elements will range from 40 to 250 feet high,
with up to four structural thematic elements/icons
that may be up to 300 feet in height to establish
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visual interest and orientation within the theme
park. Two of the structural thematic
elements/icons will be located generally between
Harbor Boulevard and Disneyland Drive and two
of the structural thematic elements/icons will be
located generally between Disneyland Drive and
Walnut Street.

In order to provide a pleasing pedestrian
experience on the surrounding public streets, the
buildings in the portion of the Theme Park District
adjacent to Walnut Street will have a reduced
height at the required setback and be limited by a
sky exposure plane. Buildings will have a
maximum height of 50 feet on Walnut Street at the
required street setback. Behind the setback on
Walnut Street, building heights may increase at a
rate of 1 foot of height for each 2 feet of additional
setback from the property line. This limit on
building heights will require buildings immediately
adjacent to the setback and more than 50 feet tall
to step back from the street. This requirement is
called a “sky exposure plane” because of the way
it permits more light to reach the street; it also has
the effect of reducing the apparent bulk and mass
of any building. The maximum permitted building
height in the portion of the Theme Park District
adjacent to Walnut Street may vary from 50 to 250
feet depending on the building’s distance from
Walnut Street.

West of Disneyland Drive, buildings, vehicle
circulation/access, parking facilities, landscaped
open space, recreation facilities, and pedestrian
paths will be arranged in a way that focuses
visitors inward to the center of the District. To
achieve this, parking facilities and internal access
roads will generally be located at the perimeter of
the site, and buildings in the center. The hotel
buildings will be oriented to landscaped open
spaces, recreation areas, and pedestrian paths
that will help create a resort environment. Hotel
guests arriving at this area of the Theme Park
District by vehicle will enter the District from Ball
Road or Katella Avenue via Disneyland Drive, as
shown in Exhibit 4.5b (Pedestrian and Vehicular
Access Points).

Disneyland Drive will have a unique resort
character created by landscaped parkways and
special street features such as banners, night
lighting, or other elements intended to create a
festive resort atmosphere (Section 5.0, ‘Design
Plan,’ contains a more detailed description of the
character of Disneyland Drive).

Walnut Street will be used only for service and
maintenance access via the existing service
entrance to the Disneyland Hotel and for
emergency vehicle access at the existing
driveway north of the Mickey and Friends parking
structure and at Magic Way. No direct ingress or
egress to parking facilities intended for guest or
employee use will be permitted from Walnut
Street. Pedestrian access on Walnut Street will
continue to be provided at Magic Way, providing
pedestrians with access to hotels, Downtown
Disney, the theme park ticket areas and entrances
which are currently located in a central east-west
pedestrian plaza and Harbor Boulevard. If Magic
Way is reconfigured in the future, pedestrian
access will be maintained to Disneyland Drive and
these venues in a manner that facilitates
pedestrian flow and continues to meet public
safety size requirements.

Hotel parking facilities may be in parking
structures located adjacent to Walnut Street.

These facilities will be set back a minimum of 50
feet from the Walnut Street public right-of-way with
a 30-foot wide landscape setback, provided that
walls and vehicular access are permitted to
encroach in the areas beyond the 30 foot setback
area and that existing structures shown on Exhibit

3.3.2a (Existing Structures Permitted to Remain)
may remain. Parking facilities, including parking
structures and surface parking lots, may be
located anywhere within the Theme Park District,
although most facilities will be located at the
perimeter, consistent with the overall site design
concept. More information about the design and
treatment of parking facilities can be found in
Section 5.0, ‘Design Plan’.

The total number of parking spaces provided for
hotel uses will be consistent with the parking
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requirements contained in Section 7.0 ‘Zoning and
Development Standards’.

Access from the Theme Park District hotels to the
theme parks may be via monorail and/or
pedestrian walkways. The Mass Transit and
Pedestrian Circulation Plans contained within
Section 4.0, ‘Public Facilities Plan,’ (Sections 4.4
and 4.5) describe the access in more detail and
contain drawings that show conceptually how
access will be provided.

3.3.2 Parking District
The Parking District is intended to accommodate
the public day-use parking facilities within the
Specific Plan area. The 57.1-acre Parking District
will contain public day-use parking facilities in the
West Parking Area and in the East Parking Area.

They will primarily accommodate day visitor and
employee parking for The Disneyland Resort. The
parking facilities can also accommodate parking
for the Anaheim Convention Center.

The public parking facilities have been designed
for peak attendance days at the theme parks and
retail entertainment center uses; they can
accommodate up to 34,300 total parking spaces
in the parking areas in the Theme Park and/or
Parking Districts.
• The West Parking Area, located between
Disneyland Drive and Walnut Street, north of
Magic Way currently contains a total of 16,298
spaces in two parking structures, Mickey and
Friends and Pixar Pals, on 27 acres. The
maximum number of spaces allowed in the
West Parking Area is 16,700 spaces. Primary
ingress and egress by the public to these
spaces are via Disneyland Drive and Magic
Way. There is no access to or from Walnut
Street, with the exception of an emergency
vehicle access only driveway north of the
Mickey and Friends parking structure and at
Magic Way. This facility includes six levels
with a maximum height of 65 feet.
• The East Parking Area, located near Disney
Way, Clementine Street, and Manchester
Avenue, covers 30.1 acres and could
accommodate a parking facility with up to
17,600 spaces on a portion of the Parking
Area. The remaining acreage could be
developed with hotel or other visitor-serving
uses as provided for in the C-R Overlay and
the Anaheim GardenWalk Overlay (see
Sections 3.3.5, ‘C-R Overlay’ and 3.3.6
‘Anaheim GardenWalk Overlay’). This facility
could be a maximum of seven levels with a
maximum height of 75 feet. This parking
facility may be constructed concurrently with a
parking facility in the adjacent ARSP Parking
Overlay so the parking facilities could operate
as one parking facility.

Interstate 5 freeway ramps provide convenient
access to parking facilities in The Disneyland
Resort. A transportation system(s) and/or network
of public and/or private pedestrian walkways and
pedestrian bridge(s) will facilitate guest mobility
from the parking areas to the ticketing and entry
area for the theme parks. Existing pedestrian
bridges over Disneyland Drive and over Magic
Way provide pedestrian access from the West
Parking Area to the Theme Park District. Section

4.0, ‘Public Facilities Plan,’ contains additional
information about access to both the East and
West Parking Areas.

Pedestrian walkways and bridge(s) will facilitate
guest mobility to/from Harbor Boulevard from the
East Parking Area and the ARSP Parking Overlay.

Existing and new public and/or private pedestrian
walkways will be utilized along the east side of
Clementine Street and Manchester Avenue
connecting to and providing access through the
East Parking Area of the Parking District and/or
the ARSP Parking Overlay to Harbor Boulevard.

This promenade will also connect with the area of
potential pedestrian bridge(s) on Harbor
Boulevard. The areas of potential bridge(s)
located along Harbor Boulevard will allow for one
to three pedestrian bridge(s) over Harbor
Boulevard between Manchester Avenue and
Disney Way and will be completed as part of
construction of a parking structure in the East
Parking Area and/or adjacent ARSP Parking
Overlay. The dimensions of any pedestrian bridge
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shall be determined through a pedestrian demand
analysis. An additional at-grade pedestrian
walkway connecting to Harbor Boulevard from the
East Parking Area will be provided adjacent to
Disney Way. Refer to Exhibit 5.8.3a (Theme Park
District Concept Plan A) and Exhibit 5.8.3d
(Parking District Concept Plan – East Parking
Area), for more information.

Parking facilities in both the East and West
Parking Areas will be architecturally treated to
minimize their impact on the surrounding uses.

For example, the parking facility in the West
Parking Area is terraced back on the Walnut
Street edge to minimize visual intrusion to the
adjacent residential neighborhoods, and
landscaped buffers and berms are provided.

Noise attenuation louvers are provided along the
openings of the first two levels of the parking
facility and solid walls with landscaped planters on
the upper levels are provided. In addition, noise
attenuation louvers are provided along the
northern openings adjacent to hotel uses.

Landscape was planted along street edges to
conceal the size and mass of the parking
structure. Landscaping in the setbacks further
enhances the architectural character of the facility.

A detailed description of the proposed
landscaping adjacent to the East and West
Parking Areas can be found in Section 5.0,
‘Design Plan’. The parking facility in the East
Parking Area will be designed with similar
architecture as the parking facilities in the West
Parking Area and include landscaping along street
edges and in the setbacks.

3.3.3 District A
District A permits the area to be subject to the
permitted and conditionally permitted uses
allowed by the Anaheim Resort Specific Plan as
set forth in Chapter 18.116 of the Anaheim
Municipal Code. The maximum number of hotel
units permitted in this District will be Medium
Density or up to 75 hotel/motel rooms per gross
acre or 75 rooms per parcel, whichever is greater.

For those parcels that are developed with
hotel/motel rooms which exceed the maximum
density designation, the number of rooms existing
on June 29, 1993, the date of adoption of The
Disneyland Resort Specific Plan Ordinance, may
be rebuilt or modified at their existing density. The
maximum number of hotel rooms permitted in
District A will be in addition to the 5,600 rooms
proposed for The Disneyland Resort.

Refer to Exhibit 3.3.3a (Program Summary for
District A) for a summary of the potential
development within the District.

Exhibit 3.3.3a - Program Summary for
District A
Program Summary for District A
Planned Total
Acreage(1) 18.9
Potential Hotel/
Motel Rooms 1,445
(1) Actual acres to be determined by a licensed Civil
Engineer/Land Surveyor.

3.3.4 Southeast District
The 24.7-acre Southeast District will
accommodate future expansion of The
Disneyland Resort. The District currently contains
a surface parking lot containing 2,529 parking
spaces and four toll booths for use by Resort
guests.

Originally developed for parking facilities, the
Southeast District has been re-envisioned as part
of DisneylandForward as theme park uses
integrated with hotel, retail, dining and
entertainment uses. The development standards
for this District contained in Section 7.0, ‘Zoning
and Development Standards’ have been
amended to include these uses. Development
regulations contained within Section 7.0 also
provide for other types of visitor-serving
development within the Southeast District,
consistent with the intent of The Anaheim Resort
and the C-R Overlay Area. The District may
contain up to 390,000 square feet of theme park
uses and up to 1,852 hotel rooms. The District
may be developed with up to 5,100 parking
spaces for theme park uses in a surface parking
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standalone parking facilities or as part of an
integrated project. These parking spaces can also
accommodate parking for the Anaheim
Convention Center. A shuttle service shall be
provided between the Southeast District and the
East Parking Area and/or the adjacent ARSP
Parking Overlay as additional parking for
Southeast District theme park uses could be
provided in those areas. This shuttle service will
also connect guests and visitors in the Southeast
District with the Theme Park District. The number
of parking spaces for hotel uses would be subject
to the minimum required by the AMC. Future
development in the Southeast District may occur
concurrently with development of theme park uses
or hotel uses in the ARSP Theme Park East
Overlay, which currently contains parking spaces
in the Toy Story Parking Lot used by Resort
guests and visitors to the Anaheim Convention
Center. Access to this District generally will be
from Interstate 5 via either Katella Avenue or
Gene Autry Way/Haster Street or potentially from
Harbor Boulevard through the ARSP Theme Park
East Overlay.

3.3.5 C-R Overlay
The C-R Overlay is a special land use designation
that permits certain parcels within The Disneyland
Resort to become part of the underlying base
District, or to be subject to the permitted and
conditionally permitted uses allowed by the
Anaheim Resort Specific Plan Zone as set forth in
Chapter 18.116 of the Anaheim Municipal Code.

The maximum number of hotel units permitted on
a parcel subject to the provisions of the C-R
Overlay as set forth in Section 7.0, ‘Zoning and
Development Standards,’ of this document will be
the maximum of the following:
• For parcels designated Low Density on
Exhibit 3.3.5a (C-R Overlay), up to 50
hotel/motel rooms per gross acre or 75
rooms per lot or parcel existing on the date
of the adoption of the Specific Plan,
whichever is greater.
• For parcels designated Medium Density
on Exhibit 3.3.5a (C-R Overlay), up to 75
hotel/motel rooms per gross acre or 75
rooms per lot or parcel existing on the date
of the adoption of the Specific Plan,
whichever is greater.
• Provided that for those parcels that are
developed with hotel/motel rooms which
exceed the maximum density designation,
that the number of rooms existing on June
29, 1993, the date of the adoption of The
Disneyland Resort Specific Plan
Ordinance, may be rebuilt or modified at
their existing density.

Refer to Exhibit 3.3.5a (C-R Overlay) for
designation locations. Exhibit 3.3.5b (Program
Summary for C-R Overlay) is a summary of the
potential development of parcels within the C-R
Overlay.

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All parcels within the C-R Overlay will be subject
to the same development standards as other
parcels in the underlying District, including
building heights, setbacks, landscape
requirements, etc. The maximum number of hotel
rooms permitted in the C-R Overlay will be in
addition to the 5,600 rooms proposed for The
Disneyland Resort. However, if the C-R Overlay
area is developed with uses defined by the base
District, the total number of hotel rooms permitted
in the Specific Plan area will not exceed 5,600
hotel rooms.

There are parcels within three of the four Districts
that have the C-R Overlay designation. Within the
Theme Park District, 20 acres have the C-R
Overlay designation. Within the East Parking Area
of the Parking District, 30.1 acres have the C-R
Overlay designation. Within the Southeast District,

1.1 acres have the C-R Overlay designation. The
parking facility in the East Parking Area of the
Parking District will cover a portion of the District
with the potential for some of the remaining acres
to be developed under the C-R Overlay.

Exhibit 3.3.5b – Program Summary for C-R
Overlay
Program Summary for C-R Overlay
District Acres(4) Rooms(1)
Theme Park District(2) 20 1,200
Parking District
- East Parking
Area(3)

30.1 2,257
Southeast District(3) 1.1 83
Total 51.2 3,540
Notes:
(1) Existing hotels may be rebuilt at existing density, even if it exceeds the maximum permitted density.
(2) Includes 14 acres with maximum density of up to 50
hotel rooms/gross acre and 6 acres with maximum
density of up to 75 hotel rooms/gross acre.
(3) Includes a maximum density of up to 75 hotel
rooms/gross acre.
(4) Actual acres to be determined by a licensed Civil
Engineer/Land Surveyor.

3.3.6 Anaheim GardenWalk Overlay
The 29.1-acre Anaheim GardenWalk Overlay
encompasses District A (approximately 18.9
acres) and the portion of the Parking District (East
Parking Area)/C-R Overlay south of Disney Way
(approximately 10.2 acres) as shown in Exhibit

3.3.6a (Anaheim GardenWalk Overlay). This
Overlay is a special provision of the Specific Plan
that provides for the development of the Anaheim
GardenWalk project subject to the approval of
Conditional Use Permit No. 4078, as amended.

The Anaheim GardenWalk project is a fullyintegrated, mixed use development which will have an integrated management, a festive theme
orientation and plaza/pedestrian-oriented
amenities, and consist of the following: up to
590,265 square feet of specialty retail,
restaurants, and entertainment uses, including
movie theaters; 1,628 hotel rooms/suites
(including up to 500 Vacation Ownership Resort
Units) and 278,817 square feet of hotel accessory
uses; a transportation center, and 4,800 parking
spaces.

The Anaheim GardenWalk project density is set
forth in more detail in Exhibit 3.3.6b (Program
Summary for Anaheim GardenWalk Overlay).

The retail/dining/entertainment square footage
would include the following: banking facilities;
children’s, men’s and women’s apparel, shoes,
jewelry and accessories; entertainment facilities
(amusement arcades, skating rinks, outdoor
recreational playground areas, etc.); shopping
services; specialty merchandise, gifts and toys;
transportation/ travel services including an
automobile rental agency office (with no on-site
storage of cars); radio and television studio to
enable live and/or taped broadcast facilities at the
site; baby-sitting services; fast-food/food courttype and walk-up/specialty restaurants; enclosed and semi-enclosed full-service and theme-type
restaurants/clubs with on-site sale and
consumption of beer, wine and alcoholic
beverages and associated entertainment uses
(billiards, dancing, live and recorded
performances, etc.) and art galleries/museum
uses.

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The Anaheim GardenWalk Overlay would also
permit, as part of Conditional Use Permit No. 4078
as amended, outdoor events and uses held within
the confines of Anaheim GardenWalk, out of view
of the public right-of-way and not directed toward
the public right-of-way including open-air festival
events oriented toward tourists and guests (i.e.,
for public gatherings, speeches, concerts,
presentations or shows); outdoor booths, kiosks,
and stands; and outdoor special lighting.

In Area A, the majority of the project would be
concentrated on three levels of development.

Level 1 is at street level at the outer perimeter and
descends to approximately three feet below grade
at the center of the project. The Street Level would
consist primarily of hotel ground floors and
parking, and accessory and services uses
supporting the restaurants and retail stores,
including truck loading areas. Level 2 also starts
at street grade at the outer perimeter of the
project, beginning at the same point as Level 1.

Level 2 is built on an ascending incline over Level

1. At the center of the project, the floor of Level 1
is at four feet below street grade, Level 2 is 14 feet
above street grade. Levels 2 and 3 would include
the various retail uses listed above and hotel
rooms. Remaining hotel rooms would be on higher
floors. More detailed descriptions of the various
land uses are provided below.

The Site Plan for Area B will be determined in
connection with the processing of a Final Site Plan
prior to the issuance of the first building permit for
said Area.

Hotel Uses
The plan depicts up to four hotels on-site. Hotel
uses are proposed generally along the perimeter
of the project site fronting on Disney Way,
Clementine Street, and Katella Avenue. The
hotels would feature convention, specialty and
family suites-oriented facilities including, but not
limited to, banquet and meeting spaces, exercise
facilities, restaurants, and retail facilities.

In Area A, one hotel is located in the south-eastern
portion of the site at the corner of Clementine
Street and Katella Avenue. Another hotel is
planned at the southwest corner of Disney Way
and Clementine Street. One hotel is planned on
top of the parking structure on the north side of
Katella Avenue. In Area B, a fourth hotel is
planned at the southeast corner of Harbor
Boulevard and Disney Way. The total number of
hotel rooms will be 1,628 . The hotels would be
high-rise construction. As currently designed, the
hotels would range in height up to 135 feet. The
ultimate height of the structures will be determined
by the hotel companies who develop within the
project site; however, the hotels will comply with
the height requirements of The Disneyland Resort
Specific Plan, and if shade/ shadow impacts
exceed those addressed in this document,
additional environmental review will be conducted.

Up to 500 of the 1,628 hotel rooms may be
developed as Vacation Ownership Resort Units.

All remaining hotel rooms in the Overlay may be
developed as commercial condominium hotels,
provided no residential uses are permitted.

The final design and ultimate number of hotels will
be based on the hotel developer(s) and will be
shown on Final Site Plans to be reviewed and
approved by the Planning Commission prior to
issuance of building permits.

Retail/Dining/Entertainment (RDE)
Retail, dining, and entertainment (RDE) uses are
located on Levels 1, 2 and 3 of the project.

Restaurants include fast-food and food court-type
service, semi-enclosed, walk-up/specialty,
enclosed full-service establishments, and themetype restaurants.

Bus Terminal/Facility in the Parking Structure
A bus terminal/facility is planned in conjunction
with the project to provide bus transport to and
from regional airports for visitors to The Anaheim
Resort. In addition, the facility may be used as a
terminal for sightseeing bus trips to accommodate
hotel visitors. An enclosed loading area on the
Street Level in the center of the project will be
utilized. Bus ingress and egress is planned to be
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via Clementine Street. The facility is not planned
to serve as a “park and ride” facility for local
residents. A high fee will be charged for overnight
parking (other than for hotel guests) as a deterrent
to use the facility as a park and facility or for other overnight parking needs.

Landscaping
The perimeter of the project site will be
landscaped in accordance with the requirements
of The Disneyland Resort Specific Plan. The
following fully-landscaped setback areas will be
provided: a minimum of 26-foot wide setback
adjacent to Harbor Boulevard; a minimum 11-foot
wide setback area adjacent to Katella Avenue; a
minimum 20-foot wide setback area adjacent to
Disney Way and Clementine Street except
adjacent to the hotel lot at the southwest corner of
Disney Way and Clementine Street where the
building height exceeds 75 feet, where the
minimum setback will then be 30 feet wide.

Temporary landscaping will be installed in the
setback area on an interim basis until
development occurs on the street frontage
adjacent to the setback areas.

Signs
A coordinated signage program will be developed
for Anaheim GardenWalk. All signage will be
reviewed and approved by the Planning
Department as being in conformance with the
Specific Plan, as amended, or processed with
waiver or variance, prior to the issuance of sign
permits. Signs which require the approval of a
Conditional Use Permit will be processed
concurrently with the Final Site Plan.

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Exhibit 3.3.6b – Anaheim GardenWalk Overlay Development Program Program Summary for Anaheim GardenWalk Overlay
Land Use Project Total
HOTELS
Number 4 hotels
Rooms 1,628 rooms (including up to 500 vacation ownership units) Hotel Accessory Uses 278,817 square feet

RETAIL/DINING/ENTERTAINMENT (RDE)
Specialty Retail 248,033 square feet
Dining 163,988 square feet
Entertainment 178,244 square feet
Total RDE 590,265 square feet

PARKING
Structured/Covered Parking 1,949,800 square feet
4,800 auto spaces
15 bus spaces
Bus Terminal/Parking 7,700 square feet
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3.4 Phasing
Development of The Disneyland Resort is planned
to take place in several phases: the first completed
in 1996; the second concluding in 2001; the third
concluding in October 2021; and the fourth (full
buildout) to be completed in 2040. Phasing for
development within District A and the C-R Overlay
is not known at this time.

The Anaheim GardenWalk Overlay project will be
an integrated development which will be phased
over time. Construction activity of project buildout
will progress over the two major project areas
(Area A and Area B). The first phase was
projected to open in mid-2007 and includes the
specialty retail/dining/entertainment uses of Area
A and the parking facilities (with 3,050 spaces).

This Initial Phase includes approximately 460,115
square feet of RDE and other commercial uses.

The remaining hotel rooms and an additional 150
parking spaces in Area A and development of
Area B, with hotel rooms, commercial square
footage and 1,600 parking spaces will be added
as market conditions permit. Exhibit 3.4a (Phasing
Plan for Anaheim GardenWalk) shows the
location of phasing components for Anaheim
GardenWalk.

The primary objective of the Phasing Plan is to
minimize the effect of construction on the local
street thoroughfares and adjacent residential
neighborhoods, and to ensure the provision of
adequate infrastructure as well as to ensure
smooth operation of the existing businesses
during construction. Specific improvements
associated with each phase are indicated in the
following descriptions of each phase and in
Section 4.0, ‘Public Facilities Plan,’ which contains
information on the phasing of public facilities.

3.4.1 Phase I (1996)
The first phase of development has been
completed and entailed the construction of the first
part of the Disneyland Administration Building and
associated parking. This development was
constructed on a 9.4-acre site in the northeast
section of the Theme Park District along the I-5
corridor. A total of 305,430 square feet (of the
permitted 475,000 square feet) of the
Administration Building has been completed. Also,
1,464 parking spaces (of the permitted 2,300
parking spaces) have been built, with an additional
81 spaces in a surface parking area just north of
the parking facility.

3.4.2 Phase II (2001)
The second phase of development has been
completed and included:
• Construction and opening of the Disney
California Adventure theme park;
• New parking facilities in the West Parking
Area, the Southeast District, and the Theme
Park District;
• New central arrival plaza and ticketing area in
the Theme Park District, accommodating
guest transportation facilities that link the
arrival plaza to the parking facilities and a new
hotel shuttle drop-off area;
• Construction and opening of the 750-room
Disney’s Grand Californian Hotel & Spa;
• Construction of 294,931 square feet of retail,
entertainment and dining uses in Downtown
Disney and Disney’s Grand Californian Hotel;
• Realignment of Disneyland Drive between Ball
Road and Magic Way;
• Lowering of Disneyland Drive between Magic
Way and Katella Avenue to permit a
pedestrian bridge of Disneyland Drive (linking
the Resort uses on both sides of the street);
• Construction of the Ball Road overcrossing;
• Realignment of Cerritos Avenue as Magic
Way;
• Streetscape Improvements to Katella Avenue,
Harbor Boulevard, Ball Road, Disney Way,
Haster Street, Disneyland Drive, Magic Way,
and Walnut Street; and,
• Realignment of existing Southern California
Edison electrical transmission lines to the
southern boundaries of the Theme Park
District (220kV above ground and the 66kV
underground).

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3.4.3 Phase III (2021)
The third phase of development involved a wide
range of projects completed before October 21,
2021, including:
• Construction and opening of Cars Land,
located within the Disney California Adventure
theme park;
• Construction of 6,507-space Pixar Pals
Parking Structure adjacent to Mickey &
Friends Parking Structure;
• Construction of a pedestrian bridge over
Magic Way to connect the West Parking Area
to the Theme Park District;
• Construction and opening of Star Wars:

Galaxy’s Edge, located within the Disneyland
theme park;
• Construction and opening of the Avengers
Campus, located within the Disney California
Adventure theme park; and,
• Addition of rooms to Disney’s Grand
Californian Hotel, including Vacation
Ownership Resort Units.

3.4.4 Phase IV (2040)
The fourth phase, the build out of The Disneyland
Resort, is currently planned to be completed by
2040. This phase may include:
• Buildout of the maximum planned uses as
shown in Table 3.3a, ‘District Overlay
Summary’;
• Construction of a parking structure in the East
Parking Area;
• Construction of one to three pedestrian
bridges over Harbor Boulevard as part of the
construction of a parking structure in the East
Parking Area and/or the adjacent ARSP
Parking Overlay;
• Full abandonment of Magic Way; and,
• Construction of up to two additional pedestrian
bridges over Disneyland Drive.

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Section 4.0: Public Facilities
Plan

4.1 Introduction
The Public Facilities Plan contains a description of
the plans for transportation, utilities, infrastructure, and services for the Specific Plan area. The first
two subsections describe regional improvements,
which have an impact on the Specific Plan area.

The improvements described under each of the
remaining sections are intended to summarize the
infrastructure/services needed for the complete
buildout of the Specific Plan. More detailed
information concerning the public facilities is
provided in EIR No. 311, including the Addendum,
SEIR No. 352, and Mitigation Monitoring Program
No. 387 (insert date), which contain maps and
exhibits, including a thorough discussion of the
existing conditions within the Specific Plan area.

Additional information is contained in the Initial
Study/Mitigated Negative Declaration and
Addenda prepared in connection with Specific
Plan Amendment Nos. 5, 6, and 8 pertaining to the
Anaheim GardenWalk project.

For ease of reference, the Public Facilities Plan
has been updated to identify the improvements
completed since the Specific Plan was adopted in
1993 and the improvements that remain to be
implemented and will be carried forward as part of
this Specific Plan.

4.2 Regional Circulation
Programs
Currently, several major facilities provide
vehicular access to the Specific Plan area. They
include Interstate 5, Harbor Boulevard, Ball Road,
Disneyland Drive, Haster Street, and Katella
Avenue. Secondary roads within the area include
Walnut Street, Magic Way, Disney Way,
Manchester Avenue, and Clementine Street.

Many roads within and adjacent to the Specific
Plan area have been improved, or are anticipated
to be improved, with buildout of The Anaheim
Resort, in connection with other State, County and
local circulation programs. These facilities include:
• Interstate 5, interchanges at Disneyland
Drive/Ball Road, Harbor Boulevard/Ball
Road, Katella Avenue/Disney
Way/Anaheim Boulevard, and Gene Autry
Way and Orangewood Avenue were
improved as part of the Interstate 5
widening;
• Katella Avenue has been improved as part
of the Orange County Smart Street
Program and will be further widened in
conformance with the Resort Smartstreet
requirements;
• Disney Way was widened to six lanes;
• Construction of Disneyland Drive and
reconfiguration of West Street (formerly
referred to as West Street/Disneyland
Drive) occurred;
• Ball Road overcrossing was constructed;
• Relocation of Magic Way (formerly
Cerritos Avenue) between Walnut Avenue
and Disneyland Drive occurred; and,
• Several Intersections were identified in the
City’s Planned Roadway Network to
receive additional supplemental turning
lanes and have been improved: Harbor
Boulevard and Katella Avenue, Katella
Avenue and Haster Street/Anaheim
Boulevard; Harbor Boulevard and Ball
Road, and Harbor Boulevard and
Convention Way.

Funding sources for these improvements included
Federal, State, and County funds as well as other
public and private funding sources.

Concurrent with the adoption of Amendment No.
9 (DisneylandForward) to the Specific Plan, the
City’s General Plan Circulation Element was
amended to remove the planned roadway
extension of Gene Autry Way between Harbor
Boulevard and Haster Street and the planned
extension of Clementine Street between Katella
Avenue and Orangewood Avenue. Amendment
No. 9 contemplates that Magic Way will become a
private street pending the City’s abandonment of
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the public right-of-way, and will no longer provide
vehicle access to Walnut Street, except for
emergency vehicle access.

Exhibit 4.2a (Existing Vehicular Circulation Plan),
shows the existing vehicular circulation system
within the Specific Plan area and vehicular
circulation improvements completed prior to
Phase IV. The Transportation and Circulation
Section of EIR No. 311, including the Addendum,
and SEIR No. 352 also contain detailed
information on the vehicular circulation system.

Exhibit 4.2b (Proposed Vehicular Circulation
Plan), shows the proposed vehicular and other
circulation system improvements that would occur
as part of DisneylandForward during Phase IV of
the Specific Plan, as discussed further within this
Section. This includes City abandonment of the
Magic Way public right-of-way between
Disneyland Drive and Walnut Street. This portion
of Magic Way will no longer provide public
vehicular access, except for access for
emergency vehicles. Other abandonments that
would occur as part of DisneylandForward during
Phase IV of the Specific Plan include
abandonment of Clementine Street public right-ofway south of Katella Avenue to the southern boundary of the Southeast District and the Hotel
Way public right-of-way located north of Disney
Way. Refer to Exhibit 4.2c (Proposed
Abandonment Areas) for the location of
abandonments that would occur as part of
DisneylandForward.

Refer to Section 4.4.2, ‘Arterial/Secondary
System’ for additional information on vehicular
and other circulation improvements completed
prior to Phase IV, those improvements that remain
and will be carried forward as part of this Specific
Plan, and proposed modifications and public rightof-way abandonments that will occur during Phase IV.

4.3 Regional Infrastructure
Programs
The Disneyland Resort is located in an area that
has been served by public utilities and facilities for
many years. As part of ongoing efforts to improve
the City’s and County’s infrastructure, new
facilities have been installed, are currently
planned, or are underway within The Anaheim
Resort area. Some of these improvements are
planned to proceed regardless of activity in the
Specific Plan area. The projects include:
• Addition to capacity at regional sewage
treatment facilities was completed prior to
Phase IV ;
• Installation of new, larger water mains and
a new well to supply increased demand
was completed prior to Phase IV, with
additional water facilities to be
implemented as discussed in SEIR No.
352;
• Undergrounding of utilities on Harbor
Boulevard, Katella Avenue and
Disneyland Drive was completed during
Phase II; and,
• Construction of a new electrical substation
at Katella Avenue and Zeyn Street was
completed in 2019.

These projects are discussed in greater detail in
EIR No. 311, including the Addendum, and SEIR
No. 352.

4.4 Vehicular Circulation Plan
Convenient automobile access to The Disneyland
Resort is an essential component to the success
of the Specific Plan. Most visitors will come to the
Specific Plan area by automobile or bus, and it is
especially important that the visitors’ experience
be pleasant upon both arrival and departure. To
assure this, the Specific Plan requires numerous
improvements to the circulation system designed
to enhance the visitor experience. Many of these
improvements have been completed since
approval of the Specific Plan in 1993.

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Two important factors have influenced the vehicle
circulation plan’s design and are related to the
special characteristics of vehicles arriving at The
Disneyland Resort, all as detailed in EIR No. 311.

First, peak arrival and departure times from the
theme parks generally will not coincide with rush
hour periods and other Angel Stadium and
Anaheim Convention Center peak events. As a
result, development of The Disneyland Resort as
described in Section 3.0, ‘Land Use Plan,’ was not
contingent on the widening of Interstate 5 (the I-5
freeway was widened in the vicinity of The
Anaheim Resort in the 1990s/2000s). Second,
automobiles arriving at The Disneyland Resort
carry an average of 3.3 persons per vehicle, more
than three times the Southern California average
of 1.1 persons per vehicle, as documented in EIR
No. 311, including the Addendum, and SEIR No.
352.

Improvements for area roads in connection with
The Disneyland Resort Project are: enhanced
connections with Interstate 5; improvements to the
arterial and secondary road system; and
construction of parking facilities to accommodate
visitors to The Disneyland Resort and Anaheim
Convention Center. Many of these improvements
have been constructed since approval of The
Disneyland Resort Project in 1993. The following
subsection includes a discussion of each of these
improvements.

4.4.1 Connections to Interstate 5
Providing a convenient connection from Interstate
5 to the public parking facilities is a fundamental
objective of the Specific Plan. Approximately 65-
75% of visitors to The Disneyland Resort will
arrive on Interstate 5. Moving them on and off the
freeway safely and efficiently has been and will
continue to be accomplished in a variety of ways.

With approval of the Specific Plan, access
patterns to surrounding properties generally was
maintained, except that Cerritos Avenue between
Walnut Street and Disneyland Drive was relocated
approximately 1,100 feet to the north and was
renamed Magic Way in order to discourage
through access to the residential neighborhoods
west of Walnut Street. Also, West Street (formerly
referred to as West Street/Disneyland Drive) was
made into a cul-de-sac south of Ball Road and
renamed West Place (see Exhibit 4.2a (Existing
Vehicular Circulation Plan)).

The widening of Interstate 5 brought additional
changes to Interstate 5 and the interchanges
providing access for The Disneyland Resort.

These changes include the addition of more travel
lanes on Interstate 5, including special carpool
lanes that have direct access to off-ramps leading
to the East and West Parking Areas. The widening
of Interstate 5 included northbound and
southbound high occupancy vehicle (HOV) lanes.

The above improvements to Interstate 5 have
been completed.

The Specific Plan also provides direct access to
Disneyland Drive from southbound Interstate 5,
allowing traffic to exit from the HOV lane to
Disneyland Drive, which provides direct access to
a flyover ramp over Ball Road from which vehicles
proceed to the West Parking Area entrance plaza.

Refer to Exhibit 5.8.3c (Parking District Concept
Plan: West Parking Area) and Exhibit 5.4.1.3.1.b
(Disneyland Drive Arrival Gateway), for the access
locations to the public parking facility. When traffic
leaving the parking facility exceeds the traffic
entering the facility, the lanes leading into the
parking facility and crossing over Ball Road are
reversed, permitting visitors to exit the parking
facility conveniently onto the freeway. Generally,
the lanes are used for inbound traffic in the
morning and for outbound traffic in the afternoon
and evening. Use of the interchange by those not
visiting The Disneyland Resort and/or not in an
HOV lane are accommodated with the allowance
of a mandatory at-grade opposite flow lane in each
direction. The above improvement was completed
prior to Phase IV.

A similar system permits visitors arriving from the
south to exit the HOV lane on a ramp that travels
under the elevated portion of the freeway directly
to Disney Way and provides convenient access to
the entrance to the East Parking Area and other
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uses in the vicinity of Disney Way. This system
keeps Disneyland Resort traffic to/from the East
Parking Area from congesting traffic on Katella
Avenue. As with the West Parking Area, traffic
flows on Disney Way to and from the I-5 Freeway
may be reversible, but this system must allow two
mandatory opposite flow lanes in each direction.

The system may also include a flyover to and/or
from the East Parking Area to Disney Way. The
HOV lanes by the East Parking Area were
completed prior to Phase IV.

Section 3.3.2, ‘Parking District,’ contains
additional information about the parking facility
configuration in the East Parking Area. Exhibits

4.4.1a (Access to Parking Facilities), 4.4.1b
(Interstate 5-Disneyland Drive Interchange), and

4.4.1c (Interstate 5-Katella Avenue Interchange),
show the existing connections between the public
parking facilities and Interstate 5.

4.4.2 Arterial/Secondary System
One of the important objectives of the Specific
Plan is to minimize traffic impacts on surrounding
arterial and secondary streets. The system of
connections to Interstate 5 leads conveniently into
the public parking facilities and contributes
significantly to this objective. In addition,
improvements have been or will be made to the
local streets that enhance the overall vehicular
circulation within The Anaheim Resort. The street
Cross-Sections described in this section are
typical mid-block sections. They are not intended
to depict every condition which might exist in the
Specific Plan area. Additionally, more detailed
information about street rights-of-way can be
found in Section 5.8, ‘Design Plan Reference
Summary’. They are subject to variation at
intersections and at other locations, as
determined by the City Engineer.

Exhibit 4.2a (Existing Vehicular Circulation Plan)
shows the location of the major roads and streets
within the Specific Plan area. The specific
completed and remaining road improvements for
each street are discussed on the following pages.

Exhibit 4.4.2a (Cross-Section Street Segments)
identifies the segments of road Cross-Sections
that correspond to the completed and proposed
improvements described for the following major
roads and streets. Many of these improvements
have been completed since the Specific Plan was
approved in 1993. However, those that have not
been completed prior to Phase IV will be carried
forward as part of this Specific Plan. The exhibits
show the ultimate right-of-way unless otherwise
noted. Right-of-way dimensions are typical and
may vary from those shown to accommodate bus
turn outs and turn lanes, as determined by the City
Engineer.
• Disneyland Drive (Exhibits 4.4.2b and

4.4.2c)
• West Place (Exhibit 4.4.2d)
• Disney Way (Exhibits 4.4.2e to 4.4.2g)
• Katella Avenue (Exhibits 4.4.2h and 4.4.2i)
• Walnut Street (Exhibit 4.4.2j)
• Harbor Boulevard (Exhibits 4.4.2k to

4.4.2n)
• Ball Road (Exhibits 4.4.2o to 4.4.2q)
• Magic Way (Exhibit 4.4.2r and 4.4.2s)
• Clementine Street (Exhibit 4.4.2t and

4.4.2u)
• Haster Street (Exhibit 4.4.2v)
Disneyland Drive (formerly referred to in the
Specific Plan as West Street/Disneyland Drive)
was significantly modified in the Specific Plan area
during Phase II to serve the increased traffic
generated by the new hotels in The Disneyland
Resort and the public parking facilities in the West
Parking Area of the Parking District. The following
paragraphs describe the completed
improvements.

Disneyland Drive was connected to Interstate 5
with an interchange. Between Interstate 5 and Ball
Road, Disneyland Drive was expanded to
accommodate traffic arriving or departing from
The Anaheim Resort, as well as the public parking
facilities in the West Parking Area, the Anaheim
Convention Center, and area hotels. At Ball Road,
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Exhibit 4.4.1b – Interstate 5-West Street/Disneyland Drive Interchange (Showing Entrance to West Parking Facility)
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Exhibit 4.4.1c – Interstate 5/Katella Avenue Interchange (Showing Entrance to East Parking Facility)
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a two-lane overpass was constructed to carry
southbound Disneyland Drive traffic over Ball
Road. Vehicles bound for other destinations have
full access to Ball Road.

A section of Disneyland Drive south of Ball Road
guides visitors south to the West Parking Area
entry. This section of the street has two lanes for
each direction of travel, as well as a painted
median that serves as a reversable lane for traffic
entering or leaving the West Parking Area. Traffic
traveling on Ball Road has full, at-grade access to
the portion of Disneyland Drive south of Ball Road.

Traffic headed south for the Theme Park District
uses an elevated ramp to cross over the entry
plaza into the West Parking Facility. Exhibit 4.2a
(Existing Vehicular Circulation Plan) and Exhibit

5.4.1.3.1b (Disneyland Drive Arrival Gateway)
depict the circulation near the West Parking
Facility.

South of the entry to the West Parking Area,
Disneyland Drive provides access to hotels
located within the Specific Plan area, as well as
other hotels and uses within The Anaheim Resort.

This portion of the street has two northbound and
two southbound lanes of traffic separated by a
raised landscaped median and is located between
Katella Avenue and Magic Way, with full access to
Magic Way. In Phase II, Disneyland Drive was
lowered to allow for a pedestrian bridge that
connects both sides of the Theme Park District.

Right and left turn lanes were required in some
locations to improve traffic flow; however, access
for Theme Park parking has been controlled.

Between Magic Way and Paradise Way,
sidewalks were not installed on the west side of
Disneyland Drive, since this segment does not
provide direct pedestrian access to hotels, theme
parks, or Downtown Disney. In Phase IV, if the
City determines a sidewalk is needed on the west
side of Disneyland Drive, there is adequate rightof-way to construct the sidewalk, as shown on Exhibit 4.4.2c (Disneyland Drive from Magic Way
to Katella Avenue Cross-Section (B-B)).

Exhibit 4.4.2b – Disneyland Drive from Ball
Road to Magic Way Cross-Section (A-A)
Exhibit 4.4.2c – Disneyland Drive from Magic
Way to Katella Avenue Cross-Section (B-B)
West Place (formerly referred to in the Specific
Plan as West Street/Disneyland Drive south of
Ball Road) is a local street that ends in a cul-desac immediately south of its intersection with Ball Road. It serves uses in the Anaheim Resort
Specific Plan area as well as the Theme Park
District, which currently contains a surface parking
lot and back-of-house uses for the theme parks.

All improvements to this street were completed
prior to Phase IV.

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Exhibit 4.4.2d – West Place Cul-de-Sac CrossSection (C-C) Disney Way was widened between Interstate 5
and Harbor Boulevard during Phase II from two to
three travel lanes in each direction to serve the
traffic entering and leaving The Disneyland
Resort. The improvements included a raised
landscaped median separating the opposing
travel lanes between Clementine Street and
Harbor Boulevard. Between the Interstate 5 OffRamp and Clementine Street, the median was painted in order to permit traffic to be reversed
when outbound traffic from the East Parking Area
exceeds inbound traffic.

The following is a description of actions and
improvements that will be carried forward from
previous phases or made as part of Phase IV.

Concurrent with the adoption of Amendment No.
9 (DisneylandForward) to the Specific Plan, the
City adopted a General Plan Amendment which
reclassified Disney Way between Anaheim
Boulevard and Harbor Boulevard from a six-lane
Major Arterial to a four-lane Primary Arterial (with
no change to the width of the ultimate public rightof-way). This allows Disney Way to be reduced from three to two through travel lanes between
Anaheim Boulevard and Harbor Boulevard and
would allow for a two-lane flyover ramp to/from the
East Parking Area parking structure to/from
Disney Way.

As part of Phase IV, Disney Way will be modified
to provide access to the public parking facility
access locations. See Exhibit 5.8.3d (Parking
District Concept Plan: East Parking Area), for
public parking facility access locations.

With the approval of DisneylandForward, the
following roadway improvements associated with
the East Parking Facility will occur:
• Reconfiguration of Disney Way between
Clementine Street and Harbor Boulevard
to accommodate two travel lanes in each
direction;
• Widening of the north side of Disney Way
public right-of-way between the Interstate
5 Off-Ramp and Clementine Street;
• Reconfiguration of Disney
Way/Clementine Street to accommodate
the East Parking Area parking facility exit
ramp/flyover;
• Disney Way/Clementine Street
intersection improvements to
accommodate the East Parking Area
parking facility exit ramp/flyover;
• Reconfiguration of Disney Way to
accommodate a Class I bicycle facility
partially within the right-of-way on the north
side of the street between the Interstate 5
Off-Ramp and Clementine Street. As part
of DisneylandForward, an additional 5-foot
easement from Caltrans will be pursued to
continue the Class I bicycle facility from the
Interstate 5 off-ramp to Anaheim
Boulevard.; and,
• Removal of the public sidewalk on the
north side of Disney Way from Clementine
Street to the Anaheim GardenWalk
intersection and replacement of the
removed sidewalk with landscaping
consistent with the Design Plan.

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Exhibit 4.4.2e – Disney Way from Harbor
Boulevard to West of East Parking Area
Access Points Cross-Section (D-D)
Exhibit 4.4.2f – Disney Way from East of East
Parking Area Access Points to Clementine
Street Cross-Section (E-E)
Exhibit 4.4.2g –Disney Way from Clementine
Street to Anaheim Boulevard Cross-Section
(F-F)
Katella Avenue will continue to have three lanes
of travel in each direction within The Anaheim
Resort. Previously completed improvements to
east and westbound Katella Avenue include rightturn lanes and double left-turn lanes at its intersection with Harbor Boulevard, and at other
locations as necessary, as well as a raised
landscaped median which separates opposing
traffic between signalized intersections.

Under existing conditions, Katella Avenue has
three lanes of travel in each direction. However,
Katella Avenue will be widened to four lanes in
each direction east of Disneyland Drive adjacent
to the Southeast District with cumulative
development of at least 10,000 square feet in the
Southeast District and adjacent to the Theme Park
District with cumulative development of at least
10,000 square feet in the southwestern portion of
the Theme Park District or development
generating at least 50 net new public trips at the
East Parking Area, the Parking Overlay north of
the East Parking Area, the Southeast District, or
the Theme Park East Overlay. The Specific Plan
accommodates the ultimate right-of-way needed
to provide for four lanes of travel in each direction
between Interstate 5 and Disneyland Drive.

Exhibit 4.4.2h (Katella Avenue from Interstate 5 to
Disneyland Drive Cross-Section (G-G)) shows the
location of the ultimate right-of-way adjacent to the
Specific Plan area. Exhibit 4.4.2i (Katella Avenue
from Walnut Street to Disneyland Drive CrossSection (H-H)) shows the ultimate condition of Katella Avenue between Disneyland Drive and
Walnut Street.

Katella Avenue between Walnut Street and
Disneyland Drive will remain a street with three
travel lanes in each direction; however, the raised,
landscaped median transitions from a minimum of
15 feet wide to a median which is a minimum of 24
to 26 feet wide.

In addition, between Walnut Street and a point
approximately 800 feet west of the centerline of
Harbor Boulevard, the street right-of-way on the
north side of the centerline of Katella Avenue will
be less than the street right-of-way on the south
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side of the centerline because of the presence of
a Southern California Edison (SCE) corridor. For
this length, the ultimate right-of-way will vary. The
8-foot landscaped parkway located behind the
sidewalk will be within the SCE corridor.

The following is a description of actions and
improvements that will be carried forward from
previous phases or made as part of Phase IV:
• Widening of Katella Avenue to four lanes
between I-5 and Disneyland Drive
adjacent to the Southeast District and the
Theme Park District, and other segments
adjacent to all other properties as new
development occurs.

Several segments of Katella Avenue were
improved during Phases II and III. However, as
noted above, improvements on Katella Avenue
will continue and will be carried forward as part of
Phase IV, the timing of which is set forth in the
Mitigation Monitoring Program No. 387.

Exhibit 4.4.2h – Katella Avenue from
Interstate 5 to Disneyland Drive CrossSection (G-G)
Exhibit 4.4.2i – Katella Avenue from Walnut
Street to Disneyland Drive Cross-Section
(H-H)
Walnut Street will be maintained as a residential
street. No vehicle access will be permitted from
Walnut Street into the Specific Plan area, with the
exception of limited service and emergency
vehicle access to the Theme Park District south of
Magic Way via the existing service entrance,
emergency vehicle access at Magic Way, and
emergency vehicle access north of Mickey and
Friends parking structures, as shown in Exhibit

5.8.3b (Theme Park District Concept Plan B),
Exhibit 5.8.3c (Parking District Concept Plan –
West Parking Area) and Exhibit 3.2.3a (Existing
Structures Permitted to Remain). Walnut Street
was modified to carry two lanes of traffic in each
direction. In locations where it had only one lane
of travel in each direction, additional right-of-way
was provided from property on the east side only,
and a new roadbed with curb and gutter was
constructed. For the remainder of Walnut Street,
the existing curb-to-curb distance was sufficient to
permit construction of the new median without
changing the location of the existing curb and
gutter. In order to accommodate a variety of rightof-way widths and parkway conditions, the following design principles guided the construction
of Walnut Street:
• The location of the curb and gutter on the
west side of the street did not change;
• A raised, landscaped median fifteen feet
wide was constructed between Ball Road
and Katella Avenue with median openings
approved by the City;
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• New curb and gutter were constructed on
the east side of Walnut Street where no
curb or gutter existed;
• The parkway on the east side was
modified to construct a continuous eightfoot-wide landscaped parkway and fivefoot wide pedestrian walk within the Specific Plan area;
• Turning movements were restricted at the
Walnut Street intersection with Magic Way
to reduce through traffic; and
• Signs direct traffic onto Disneyland Drive
and away from Walnut Street.

With the exception of areas adjacent to the
Disneyland Hotel, Walnut Street improvements
were completed in Phase II with landscaping
installation in the early part of Phase II.

As part of DisneylandForward, with the
abandonment of Magic Way a midblock
pedestrian signal will be installed along Walnut
Street at Magic Way to provide pedestrian access
between the east and west sides of the street. In
addition, consistent with the City’s Bicycle Master
Plan, a Class I bicycle facility will be installed
within and/or adjacent to the existing street rightof-way on the east side of the street. These improvements will be installed consistent with the
City standards, as determined by the City
Engineer.

The following is a description of actions and
improvements that will be carried forward from
previous phases or made as part of Phase IV
when Magic Way is abandoned.
• Installation of a midblock pedestrian signal
along Walnut Street at Magic Way; and,
• Reconfiguration of Walnut Street to
accommodate a Class I bicycle facility
adjacent to the existing right-of-way on the
east side of the street. Easements may be
needed from adjacent property owners to
ensure adequate minimum horizontal
width of the bicycle facility is maintained.

Remaining improvements identified in prior
phases will be carried forward as part of Phase IV
and will be implemented should these areas
redevelop in the future. The timing for installation
of these improvements is identified in Mitigation
Monitoring Plan No. 387.

Exhibit 4.4.2j – Walnut Street Cross-Section
(I-I)
Harbor Boulevard. Harbor Boulevard remains a
minimum six-lane divided road adjacent to the
Specific Plan area except at intersections, where
it was widened to accommodate additional rightand left-turn lanes.

Exhibit 4.4.2k – Harbor Boulevard from
Katella Avenue to South End of Drop-off Area
Cross-Section (J-J)
Adjacent to the existing Drop-Off Area, there is no
sidewalk as depicted in Exhibit 4.4.2l (Harbor
Boulevard Adjacent to Disneyland Back-of-House
from South End of Drop-Off Area to East Shuttle
Cross Section (K-K)). The right-of-way adjacent to
the existing Drop-Off Area will be modified to
reflect Harbor Boulevard conditions in Exhibit

4.4.2k (Harbor Boulevard from Katella Avenue to
South End of Drop-Off Area Cross Section (J-J)) if
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and when the Drop-Off-Area is relocated to the
East Parking Area and/or the adjacent ARSP
Parking Overlay.

Exhibit 4.4.2l – Harbor Boulevard Adjacent to
Disneyland Back-of-House from South End of
Drop-Off Area to East Shuttle Cross-Section
(K-K)
While the full parkway and sidewalk improvements
continue on the east side of Harbor Boulevard
continuing north to Manchester Avenue, the west
side of Harbor Boulevard right-of-way is
constrained by the monorail supports and
transition from the Caltrans off-ramp to the north,
Exhibit 4.4.2m (Harbor Boulevard Adjacent to
Disneyland Back-of-House from East Shuttle to
Manchester Avenue Cross-Section (L-L)).

Exhibit 4.4.2m – Harbor Boulevard Adjacent
to Disneyland Back-of-House from East
Shuttle to Manchester Avenue Cross-Section
(L-L)
North of Manchester Avenue, the right-of-way was
narrowed to transition to the Harbor Boulevard
overpass, which is raised above Interstate 5. In
addition, the existing monorail supports,
Disneyland back-of-house, and need for an
additional lane for traffic merging from the
Interstate 5 off-ramp further constrain the width of
the right-of-way. Harbor Boulevard improvements,
with the exception of the installation of 8-foot-wide
parkways adjacent to private properties, were
completed in Phase II. On an ongoing basis, these
remaining parkways continue to be installed in
connection with development of adjacent private
properties.

Exhibit 4.4.2n – Harbor Boulevard Adjacent to
Disneyland Back-of-House from Interstate 5
to Manchester Avenue Cross-Section (M-M)
Ball Road has six lanes with right- and left-turn
lanes. West of West Place, Ball Road has
landscaped medians and east of West Place has
painted medians. Currently, the right-of-way
varies from 103 to 106 feet. The ultimate right-ofway will continue to be 106 feet as designated in the General Plan. Ball Road improvements, with
the exception of the north side of Ball Road, were
completed in Phase II. As part of a city-led update
to the Circulation Element of the General Plan in
2017, Class II bicycle facilities were added to Ball
Road as reflected in Exhibit 4.4.2o (Ball Road
Cross-Section West of West Place Cross-Section
(N-N)).

Remaining improvements identified in prior
phases will be carried forward as part of Phase IV
and will be implemented should these areas
redevelop in the future. The timing for installation
of the bicycle facilities will be in conjunction with
new development, as further identified in
Mitigation Monitoring Plan No. 387.

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Exhibit 4.4.2o – Ball Road West of West Place
Cross-Section (N-N)
Exhibit 4.4.2p – Ball Road from West Place to
Cast Place Cross-Section (O-O)
Exhibit 4.4.2q – Ball Road East of Cast Place
Cross-Section (P-P)
Magic Way (formerly referred to in the Specific
Plan as Cerritos Avenue) was relocated
approximately 1,100 feet north of its previous
location, renamed Magic Way, and realigned,
consistent with City Public Street Standards to
discourage through traffic from traveling west
through residential neighborhoods. Magic Way
contains three lanes: one travel lane in each
direction, and a center left-turn lane. These
improvements were completed in Phase II.

Exhibit 4.4.2r – Magic Way from Walnut Street
to Downtown Drive Cross-Section (Q-Q)
Exhibit 4.4.2s – Magic Way from Downtown
Drive to Disneyland Drive Cross-Section (R-R)
In Phase IV, the City will abandon the Magic Way
right-of-way, and Magic Way will end in a cul-desac on its western end, and will no longer provide vehicular access to Walnut Street. Pedestrian
access will continue to be provided from Walnut
Street. Emergency access to the Specific Plan
area will continue to be provided at Magic Way
from Walnut Street. These improvements will be
installed consistent with City standards, as
determined by the City Engineer.

Clementine Street is improved with two lanes of
travel in each direction, a landscaped median and
left and right turn lanes. The right-of-way width is
up to approximately 113 feet just south of the
Disney Way/Clementine Street intersection to
provide for a southbound right-hand turn lane into
the Anaheim GardenWalk project. South of the
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City Fire Station, a northbound left-turn pocket and
median break are provided for left turns into the
Anaheim GardenWalk project. North of the Katella
Avenue/Clementine Street intersection, the rightof-way decreases to approximately 92 feet (as required by the Anaheim GardenWalk Mitigation
Monitoring Plan). Improvements associated with
the development of the Anaheim GardenWalk
Overlay project were completed in conjunction
with project development. North of Disney Way,
Clementine Street becomes Manchester Avenue
at Alro Way, which is located in the Anaheim
Resort Specific Plan.

Prior to Phase IV, the Specific Plan contemplated
transit improvements within the median for the
segment of Clementine Street between Disney
Way and Katella Avenue. As transit improvements
within the median are not contemplated as part of
DisneylandForward, all improvements to this
street were completed prior to Phase IV. Phase IV
improvements to Clementine Street will include
the replacement of the existing sidewalk on the
west side of Clementine Street between Disney
Way and Alro Way with a multi-use Class I bicycle
facility. The adjacent property owner(s) will
dedicate the required property to the City to allow
for the minimum, adequate horizontal width for the
multi-use Class I bicycle facility. Phase IV
improvements may also include a traffic signal at
Arlo Way. The timing for installation of these
improvements is identified in Mitigation Monitoring
Plan No. 387.

Exhibit 4.4.2t – Clementine Street from Disney
Way to Katella Avenue Cross-Section (S-S)
Exhibit 4.4.2u– Clementine Street North of
Disney Way Cross-Section (T-T)
Haster Street will include three travel lanes in
each direction with a 16-foot wide painted median
consistent with its designation as a Primary
Arterial Highway in the Circulation Element of the
City’s General Plan. The western half of Haster
Street south of Katella Avenue to the southern
boundary of the Specific Plan area in the
Southeast District was completed in Phase II. As
part of a city-led update to the Circulation Element
of the General Plan in 2017, Class II bicycle
facilities were added to Haster Street as reflected
in Exhibit 4.4.2v (Haster Street Cross-Section (UU)).

Remaining improvements on the east side of
Haster Street are in the Anaheim Resort Specific
Plan and will be completed as new development
occurs in the Anaheim Resort Specific Plan.

Phase IV improvements to Haster Street may
include a potential left-turn lane on northbound
Haster Street and a potential right-turn lane on
southbound Haster Street into and out of the
Southeast District and a potential traffic signal.

The timing for installation of these improvements
is identified in Mitigation Monitoring Plan No. 387.

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Exhibit 4.4.2v – Haster Street Cross-Section
(U-U)

4.5 Mass Transit Circulation Plan
Facilitating the movement of large numbers of
people from one place to another in the Specific
Plan area is an important part of the overall
circulation plan for The Disneyland Resort. To
minimize automobile traffic on local streets, mass
transit and ease of pedestrian mobility must play
a significant role. To serve this need, the Specific
Plan provides several means of moving and
facilitating the movement of people, all of which
work together to accomplish this goal. These
include, but are not limited to, the following: (1)
The Disneyland Resort’s transportation system(s),
monorail and pedestrian routes, pathways and
bridges, which provide various means for visitors
to move around the Specific Plan area; (2) The
Anaheim Resort Transportation (ART) system
operates bus and shuttle routes that take people
to and from hotels, the Anaheim Convention
Center and other venues in The Anaheim Resort
to and from The Disneyland Resort as well as to
other sites in The Anaheim Resort and to other
parts of Anaheim including, but not limited to, the
downtown area, The Platinum Triangle and the
Anaheim Regional Transportation Intermodal
Center (ARTIC) (the Anaheim Transportation
Network (ATN) operates the ART system under a
Franchise Agreement with the City of Anaheim);
(3) private buses/vehicles licensed by the
California Public Utilities Commission (CPUC) or
authorized by a Franchise Agreement with the City
of Anaheim, which bring people to The Anaheim
Resort; and (4) the public bus system operated by
the Orange County Transportation Authority
(OCTA), which serves The Anaheim Resort, other
parts of Anaheim and the larger region. In addition
to these mass transit systems identified, other
public transit services also bring people to The
Anaheim Resort, such as Riverside Transit and
Los Angeles County Metro. The following sections
describe the operation of these systems.

4.5.1 The Resort Mass Transit System
For the day visitor to the theme parks, the most
important part of the mass transit system will be
the transportation systems and/or pedestrian
walkways by which they will move from the theme
park parking facilities directly to the theme park
entrances. These facilities must be designed to
move very large numbers of people quickly to and
from the public parking facilities. The pedestrian
walkway(s) and/or transportation system(s)
serving the East Parking Area may be extended
south of Katella Avenue, where the entry to the
Southeast District would be located. The
pedestrian walkway(s) and/or transportation
system(s) may be located either within the median
or adjacent to the sidewalk or parkways,
depending on the method of transport selected
and its particular requirements. Segments of the
pedestrian walkway(s) and/or transportation
system(s) were constructed in Phases II and III. In
Phase II, the tram transportation system, which
transports visitors from the West Parking Area to
the theme parks and the private esplanade
pedestrian pathway connection Harbor Boulevard
with Disneyland Drive were installed. In Phase III,
the tram facilities were modified and enhanced to
accommodate additional visitors as part of the
construction of the Pixar Pals parking facility.

Pedestrian walkways have also been installed
throughout The Anaheim Resort in Phases II and
III within the public right-of-way.

In addition to the pedestrian walkway(s) and/or
transportation system(s), the existing monorail
takes Resort hotel guests from their hotels to the
theme parks. Currently, stations are located in
Disneyland and Downtown Disney. As part of
Phase IV, no expansion of the monorail system
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outside of the Theme Park District is
contemplated.

Certain elements of the pedestrian walkway(s)
and/or transportation system(s) require the
granting of an encroachment agreement or similar
request for air rights easements over public
property by the City of Anaheim. An encroachment
agreement was granted in 2003 for the Disneyland
Resort’s monorail and the pedestrian bridge
constructed over Disneyland Drive as part of The
Disneyland Resort project. An additional
encroachment agreement was granted in 2018 for
the pedestrian bridge over Magic Way. While no
additional encroachment agreements related to
mass transit systems are anticipated as part of
Phase IV other than those described in Section

4.5 below, if the need arises in the future,
additional encroachment agreements may be
pursued with the City of Anaheim.

4.5.2 Related Mass Transit Systems
To provide access to the attractions in the Specific
Plan area to people staying outside of The
Disneyland Resort area, a bus and shuttle dropoff area is located on Harbor Boulevard north of Disney Way. The types of vehicles served at this
facility include public and private passenger
shuttles and buses as well as private rideshare
services. Exhibit 4.5.2a (Existing Buses and
Shuttle Drop-Off Area Aerial Photo (as of 2021))
portrays the existing bus and shuttle drop-off area
and shows the existing private short-term and
rideshare vehicle drop-off area, both of which are
located off of Harbor Boulevard.

In connection with construction of a parking facility
in the East Parking Area and/or in the adjacent
ARSP Parking Overlay and construction of at least
one and up to three pedestrian bridge(s) crossing
Harbor Boulevard in Phase IV, this drop-off area
may be relocated adjacent or internal to the East
Parking Area or, subject to the requirements of the
Anaheim Resort Specific Plan (ARSP), it may be
relocated to the ARSP Parking Overlay along
Manchester Avenue. Refer to Exhibit 4.5.2b
(Location of Drop-Off Bus Bays) for the location of
these facilities.

OCTA and ART buses are accommodated on
public streets and bus stops located near the
theme parks and hotels according to OCTA, ART
and City standards, respectively. The majority of
the bus stops in The Anaheim Resort were
installed in Phase II, but updates to the bus stop
design and amenities and installation of additional
bus stops have continued through Phase III and
will continue through Phase IV.

There is also the potential for other regional mass
transit systems to be explored to provide
additional access to The Disneyland Resort from
areas outside the Specific Plan area.

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Exhibit 4.5.2a – Existing Bus and Shuttle Drop-Off Area Aerial Photo (as of 2021) The Disneyland Resort Specific Plan 4.0 Public Facilities Plan DRAFT FOR PUBLIC REVIEW (SEPT 2023)
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4.6 Pedestrian Circulation Plan
The development of new attractions, an increase
in the number of hotel rooms, and construction of
the peripheral public parking facilities and mass
transit systems discussed in this section have
increased pedestrian activity in both the Specific
Plan area and the surrounding Anaheim Resort.

This has enhanced the urban character of the
Specific Plan area and requires that facilities be
provided to meet the needs of pedestrians.

Exhibit 4.6a (Proposed Pedestrian Circulation),
illustrates the existing and proposed pedestrian
circulation system within the Specific Plan area
and the surrounding Anaheim Resort. Pedestrian
and vehicular access points, and areas where
pedestrian bridges may be located are illustrated
in Exhibit 4.6b (Pedestrian and Vehicular Access
Points). The primary destinations of pedestrians
within The Disneyland Resort will be:
• The Theme Park District;
• The Southeast District;
• East and West Parking Areas within the
Parking District;
• The Disneyland Resort hotels within the
Theme Park District and Southeast District;
• Hotels, restaurants, businesses, and parking
in the surrounding Anaheim Resort; and,
• The Anaheim Convention Center.

Areas where pedestrian bridges may be installed
serve as a key connector over public street rightsof-way, connecting users from one side of the street to the other without having to impede traffic
flow. A pedestrian bridge was constructed over
Disneyland Drive in Phase II and a pedestrian
bridge was constructed over Magic Way in Phase
III. Up to two additional pedestrian bridges or
crossings may be constructed over Disneyland
Drive as part of Phase IV. At least one and up to
three pedestrian bridges will be constructed over
Harbor Boulevard in Phase IV, at least one of
which will be constructed in conjunction with
construction of a parking facility within the East
Parking Area and/or adjacent ARSP Parking
Overlay. The locations of these pedestrian bridges
over Harbor Boulevard and Disneyland Drive will
be within the areas identified on Exhibit 4.6b
(Pedestrian and Vehicular Access Points), which
are generally located on Harbor Boulevard
between Manchester Avenue and Disney Way
and on Disneyland Drive between Magic Way and
Katella Avenue. Exhibit 4.5b (Pedestrian and
Vehicular Access Points) also describes the
potential future pedestrian bridge over Katella
Avenue connecting the Anaheim Convention
Center area to the Theme Park District. Any
pedestrian bridges and/or crossings constructed
over the public right-of-way will require an
encroachment license from the Public Works
Department.

4.6.1 Disneyland Drive Pedestrian
Crossing(s)
In order to facilitate development of new
attractions west of Disneyland Drive, up to two
additional pedestrian bridges or crossings may be
constructed over Disneyland Drive and will serve
as a continuation of the themed environment
across the roadway, similar to the existing
Downtown Disney crossing, with no access to and
from the public right-of-way. As shown on Exhibits

4.6.1a and 4.6.1b (Example of Ride Crossing) and
Exhibit 4.6.1c (Existing Bridge over Disneyland
Drive), these crossings may be in the form of a
bridge and sunken roadway similar to the existing
Downtown Disney bridge, an elevated bridge with
similar aesthetic treatment and dimensions as the
existing Downtown Disney bridge, or a themed
ride system.

Exhibit 4.6.1a – Example of Ride Crossing
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Exhibit 4.6.1b – Example of Ride Crossing
Exhibit 4.6.1c – Existing Bridge Over
Disneyland Drive

4.6.2 Harbor Boulevard Pedestrian Bridge
Criteria
With the construction of a pedestrian bridge(s)
over Harbor Boulevard, between Manchester
Avenue and Disney Way, enhancing pedestrian
paths of travel along and across Harbor Boulevard
and maintaining pedestrian access along the
public sidewalks will be important to provide
pedestrian accessibility for guests to and from
existing Harbor Boulevard hotels and other
businesses. As further depicted in Exhibits 4.6.2a,

4.6.2b, 4.6.2c, 4.6.2d, and 4.6.2e (Example of
Harbor Boulevard Pedestrian Bridge Design), the
following guidelines are intended to guide the
design of future pedestrian bridge(s) over Harbor
Boulevard between Manchester Avenue and
Disney Way:

4.6.2.1 Setback from Right-of-Way
Bridge abutments/end bents will meet existing
front building setbacks along Harbor Boulevard
and Disneyland Drive, however, vertical
circulation elements (stairways and ramps) may
encroach into the setback area by no more than
twenty-five percent of the total setback depth so
long as railings and support systems are designed
to be at least 50 percent opaque.

4.6.2.2 View of Bridge from Street Level
The underside of bridge(s) will have an aesthetic
treatment of similar character as the rest of the
structure that will obscure any exposed structural
elements and/or utility chases, to the satisfaction
of the City Engineer.

Exhibit 4.6.2a – Example of Harbor Boulevard
Pedestrian Bridge Design
Exhibit 4.6.2b – Example of Harbor Boulevard
Pedestrian Bridge Design
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Exhibit 4.6.2c – Example of Harbor Boulevard
Pedestrian Bridge Design
Exhibit 4.6.2d – Example of Harbor Boulevard
Pedestrian Bridge Design
Exhibit 4.6.2e – Example of Harbor Boulevard
Pedestrian Bridge Design

4.6.2.3 Public Access
Bridge(s) will be designed to have direct access
from street level sidewalks along both sides of
Harbor Boulevard up to and across Harbor
Boulevard and back down to street level sidewalk
on the other side. Access will be provided to the
satisfaction of the City Engineer and Building
Official, via stairs, ramps, escalators and/or
elevators depending upon space constraints. The
portion of the bridge(s) which abuts public right-ofway and crosses the public street will not require Disney security checks prior to crossing the
bridge. The entire bridge structure may be
secured and closed to public access every night
via gates at ground level for the same periods of
time as the parking structures in the East Parking
Area and/or adjacent Parking Overlay.

4.6.2.4 Heights, Widths and Clearances
• The lowest portion of the bridge structure
must provide seventeen feet of clearance
from pavement grade across the entire
roadway section, unless a greater
clearance of up to twenty-two feet is
required by the City Engineer. Roadway
pavement material underneath the bridge
areas shall be concrete per City Engineer
specification.
• Minimum clearance above public
sidewalks to lowest portion of bridge
structure shall be fifteen feet, unless a
greater clearance of up to twenty feet is
required by the City Engineer.
• Minimum clearance on private property
from ground level to bottom of pedestrian
bridge at bridge abutment will be twelve
feet, unless a greater clearance of up to
seventeen feet is required by the City
Engineer and/or Building Official.
• Maximum bridge structure height,
including screens or other appurtenances,
will comply with the Anaheim Commercial
Recreation Area Maximum Permitted
Structural Height Map.
• Bridge(s) will include safety screening with
minimum height of twenty feet along both
sides of bridge structure or shall be
completely enclosed via screening or roof
structure, subject to the review and
approval of the Police Department.

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• Bridge width will be confirmed by a
pedestrian demand study as described
below, subject to the approval of the City
Engineer, however, in no case will any
bridge width exceed fifty feet from outside
edge to outside edge.

4.6.2.5 Vertical Circulation and Bridge
Capacity
A pedestrian LOS study will be provided at time of
construction permitting which will include, but is
not limited to, estimates of pedestrian volumes at
peak hour derived from (1) the quantity of vehicles
projected to be exiting or entering the garage,
either by phase if more than one construction
phase and bridge crossing are proposed, or based
on maximum entitled capacity for the East Parking
Area, (2) ridership emanating from the relocated
transit hub and drop-off area, and (3) pedestrian
traffic on Harbor Boulevard. The study will be
conducted in accordance with the current
Highway Capacity Manual Pedestrian Mode
methodology for Urban Street Facilities and will
show that pedestrian facilities including bridge
width and stairways or ramps will function at an
acceptable level of service, as determined by the
City Engineer.

4.6.3 Pedestrian Routes/Pathways
A pedestrian route running east-west between
Harbor Boulevard and Disneyland Drive was
constructed in Phase II and serves as the main
connection to the entrances of Disneyland and
Disney California Adventure, and currently
includes ticket booths, entry gates, and security
screening areas. The design and location of any
new or relocated security screening areas are
subject to the review and approval of the Planning
and Building Director, City Engineer, and Chief of
Police.

To the west of the theme park entrances, this
walkway becomes the retail, dining and
entertainment district known as Downtown
Disney, continuing westward on a pedestrian
bridge constructed over the lowered Disneyland
Drive, and currently ending near the Disneyland
Resort hotels west of Disneyland Drive.

Pedestrian-friendly furnishings, retail and dining
uses, and landscaping exist all along this
pedestrian route which, while it is generally open
to the public, is on private property and subject to
Disney restrictions.

For pedestrians traveling east from the ticket area,
the pedestrian route connects to Harbor
Boulevard. From this point, pedestrians are able
to cross Harbor Boulevard at the signalized
pedestrian crosswalk which was constructed in
Phase II. As part of Phase IV, at least one and up
to three pedestrian bridge(s) between Manchester
Avenue in the north and Disney Way in the south
will be constructed to facilitate ease of pedestrian
movement across Harbor Boulevard to and from
the East Parking Area. The construction of any
bridge over public rights-of-way will require the
granting of an encroachment agreement or similar
request for air right easements, operations and
maintenance of structures associated with
bridge(s) and/or crossings over public property by
the City of Anaheim.

As full buildout of The Disneyland Resort
proceeds after approval of Amendment No. 9 to
the Specific Plan, buildout may include
reconfiguration, removal and replacement, and/or
integration of allowed uses within the Theme Park
District from time to time, and the existing nonticketed pedestrian route for east-west circulation, including the space currently devoted to central
theme park ticketing and gate functions, to major
destinations (theme parks, Downtown Disney,
hotels and parking facilities) may shift in purpose
and location. With any such shifts, it will be
important to prioritize pedestrian circulation in
order to allow access for Disneyland Resort
guests and visitors during normal hours of
operation to The Disneyland Resort elements
between Harbor Boulevard, Walnut Street, and
Disneyland Drive in a manner that facilitates
pedestrian flow and continues to meet public
safety size requirements.

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4.7 Water
The City of Anaheim provides water to The
Disneyland Resort. Its sources include both wells
to tap groundwater resources, and water
purchased from the Metropolitan Water District.

Based on preliminary estimates, the total
additional net average daily water demand for The
Disneyland Resort at build out will be about 3.4
million gallons over and above existing average
daily demand. These figures incorporate
reductions in use due to existing facilities that will
be abandoned.

The existing water supply system consists of
numerous water mains that surround or traverse
the Specific Plan area. With approval of the
Specific Plan in 1993, modification of this system
was necessary to provide water at the pressures
and in the quantities needed to supply The
Disneyland Resort. The following is a list of the
improvements to the water distribution system that
were made prior to Phase IV as part of the
implementation of the Specific Plan. Each listed
improvement includes the phase in which it was
constructed.
• Replacement of the 8-inch water main in
Clementine Street from Katella Avenue to
Disney Way with a 20-inch water main
(Phase II);
• Replacement of the existing 10-inch water
main in Freedman Way from Clementine
Street to Harbor Boulevard with a 20-inch
water main (Phase II);
• Provision for a new well (well 55) located
at Clementine Street and Disney Way that
connects with the 20-inch water main in
Clementine Street (Phase II);
• Replacement of the existing 10-inch water
main in Harbor Boulevard from Katella
Avenue to Disney Way with a 20-inch
water main (Phase II, as specified in the
EIR Construction Phasing Plan);
• Replacement of the existing 10-inch water
main in Harbor Boulevard from Disney
Way to Manchester Avenue with a 16-inch
water main (Phase II):
• Replacement of the existing 12-inch water
main between Ball Road and the southeast
corner of the Disneyland Administration
Building with a new 16-inch diameter water
main (Phase I);
• Replacement of the existing 12-inch water
main in Katella Avenue from Harbor
Boulevard to Clementine Street with a 20-
inch water main (Phase II);
• Replacement of the existing 12-inch and
14-inch water mains in Disneyland Drive
from Katella Avenue to Ball Road with a
20-inch water main (Phase II);
• Abandonment and then replacement of the
existing 10-inch water main in Cerritos
Avenue, renamed Magic Way, from
Walnut Street to Disneyland Drive with a
new 12-inch water main located in the
realigned Magic Way (Phase II);
• Relocation of existing water mains in
Disneyland Drive as part of the
realignment of that street (Phase II); and,
• Construction of a 12-inch dual feed water
main through Esplanade between Harbor
Boulevard and Disneyland Drive. This dual
feed system created two means of water
supply to any point fed from this water
main to assure good fire flow protection
(Phase II).

Replacement of the existing 10-inch and 12-inch
water mains located between the southeast
corner of the Disneyland Administration Building
and Harbor Boulevard north of Manchester
Avenue with a new 16-inch water main in
Manchester Avenue was previously contemplated
prior to Phase IV. However, based on water
infrastructure study completed as part of
DisneylandForward, this improvement is not
necessary based on the buildout condition
scenarios.

With approval of DisneylandForward, the following
additional requirements and/or improvements to
the water supply system are required. Depending
on the final configuration of required water service
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connections and/or fire flow requirements,
localized deficiencies may need to be mitigated.

Certain improvements or mitigation measures are
required to address potential fire flow deficiencies.

Additionally, some improvements may be required
to maintain access for maintenance and operation
of public water infrastructure. These potential
improvements and mitigation measures are
described as follows:
• In the Theme Park District, west of
Disneyland Drive, all new fire water
connections, including but not limited to,
those that would serve, private fire
hydrants, in The Disneyland Resort shall
be made to water mains served by the 335
Pressure Zone. Specifically, no new fire
water connections are permissible on
existing water mains in Walnut Street or
Magic Way. Any new fire connections for
buildings adjacent to these mains shall
connect to the 20-inch water main in
Disneyland Drive.
• The Southeast District shall be served by
at least two points of connection with
internal looping.
o Any new water service connections
along Harbor Boulevard shall require
the construction of a 12-inch from
Convention Way intersection to a point
approximately 400-ft north of the
intersection.
o Any new connection to the existing
main in Clementine Street, north of
Orangewood Avenue, shall require
replacement of the existing 8-inch
water main with a new 12-inch water
main
• Abandon the existing 12-inch main within
the Esplanade between Harbor Boulevard
and Disneyland Drive. This work shall be
completed concurrently with any proposed
improvements along Disneyland Drive or
Harbor Boulevard.
• New easements may be required where
public water infrastructure are located
within private property through
abandonment(s) of a public right-of-way.

Such easements shall limit improvements
that impact access for operation and
maintenance of existing facilities.

Alternatively, a developer may abandon
and/or relocate existing public water
infrastructure. Subsequent impacts shall
be analyzed to determine any appropriate
improvements required due to such work.
• As with any major development, prior to
project approval, any new individual
development project within The
Disneyland Resort may be required to
provide hydraulic analyses to determine
the adequacy of existing and proposed
facilities.
• Prior to issuance of a building or grading
permit, whichever occurs first, the property
owner/developer shall indicate on plan
installation of all dedicated irrigation lines
ready for recycled water. All irrigation
systems shall be designed so that they will
function properly with recycled water.

Water conservation is an important part of the
Specific Plan and it will be achieved through
numerous measures intended to reduce water
consumption as set forth in the Mitigation
Monitoring Program.

In addition to the water conservation measures,
The Disneyland Resort will also comply with the
State of California’s Water Conservation in
Landscaping Act (AB 1881) by complying with the
City’s water conservation ordinance.

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4.8 Sanitary Sewer
Treatment of wastewater will be provided by the
Orange County Sanitation District (OCSAN),
which operates Sanitation District Treatment Plant
Number 1 in Fountain Valley. This facility receives
wastewater generated by The Disneyland Resort.

Average additional daily sewage generation at
buildout is expected to by 1.78 million gallons per
day, and daily peak flows are estimated to be 3.56
million gallons per day, over and above existing
average and peak flows. These figures
incorporate reduction in use due to existing
facilities that will be abandoned.

Sewers on surrounding streets generally carry
sewage south and west. The District’s
improvements serve The Disneyland Resort, as
well as other developments in the City and the
region. Several of the OCSAN new trunk sewers
are outside of the Specific Plan area. The
following is a list of the improvements to the
wastewater system that were made prior to Phase
IV as part of the implementation of the Specific
Plan. Some of the area-wide sewer projects
constructed to alleviate local sewer main
deficiencies are listed below:
• Replacement of parallel line to the existing
northerly Katella sewer main with 21- to
24-inch sewer main in Katella Avenue from
the existing 27-inch sewer line at Walnut
Street to Harbor Boulevard; and,
• Replacement of the existing 15-inch sewer
main in Harbor Boulevard from Katella
Avenue to Manchester Avenue with and
18-inch main.

The following sewer lines were constructed or
relocated specifically for The Disneyland Resort
prior to Phase IV and include:
• Construction/reconstruction of the existing
pipelines in Disneyland Drive when the
street was widened (Phase II); and
• Construction of an 18-inch pipeline in
Cerritos Avenue, renamed Magic Way,
between Disneyland Drive and Walnut
Street when the existing street was
abandoned and relocated (Phase II).

As part of DisneylandForward, a sewer study was
conducted as required by the City Engineer that
identified improvements necessary to mitigate the
impacts of DisneylandForward on the City’s sewer
system, including mitigation for any downstream
deficiencies impacted by the development. The
studies identified how previously constructed
improvements addressed, in part or in whole,
impacts of DisneylandForward. The City shall
determine the specific sewer improvements that
will be required by specific milestones of
DisneylandForward.
• Developer and City to share in the cost of
preliminary design, final design, and
construction of a sewer improvement to
increase capacity of the existing parallel
sewer system in Katella Avenue from
Harbor Boulevard to Ninth Street.
• For new hotel development that connects
to the sewer system upstream of the
intersection of Katella Avenue and Harbor
Boulevard, conduct sewer studies to
determine if adequate capacity exists in
the existing sewer systems upstream of
those intersections and, if not, construct
improvements recommended in those
studies. Said sewer main improvements
could be in Katella Avenue from Harbor
Boulevard to Clementine Street; in
Clementine Street north of Katella Avenue;
in Harbor Boulevard north of Katella
Avenue.
• For development that connects to the
sewer system in Magic Way, conduct
sewer studies to determine if adequate
capacity exists in the existing sewer
systems along Magic Way between
Walnut Street and Disneyland Drive and, if
not, construct improvements
recommended in those studies.

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4.9 Storm Drain
Storm water from the Theme Park and Parking
Districts will flow west in new or existing
underground storm drains to the Anaheim-Barber
Channel, located several hundred feet west of,
and parallel to Walnut Street. Eventually, the
storm water from the entire Specific Plan area
empties into the ocean at Huntington Harbor.

The Specific Plan proposes construction of a
subsurface storm drain system to collect runoff
from the Specific Plan area. Runoff to the Katella
Avenue storm drain system may be routed
through one or more on-site detention structures
which will not coincide with the peak flows on the
public storm drain system. This system will be
designed in compliance with the City’s Master
Storm Drain Improvement Plans.

The following is a list of the improvements to the
storm drain system that were made prior to Phase
IV as part of the implementation of the Specific
Plan. Each listed improvement includes the phase
in which it was constructed.
• A storm drain in relocated Cerritos Avenue
from Disneyland Drive to Walnut Street,
and then within the existing right-of-way
along Walnut Street and Cerritos Avenue
to the Anaheim-Barber Channel (Phase II);
• A storm drain lateral in Disneyland Drive
north of Katella Avenue (Phase II);
• A storm drain lateral in Disneyland Drive
north of relocated Cerritos Avenue (Phase
II);
• A storm drain lateral in Walnut Street north
of Katella Avenue (Phase II); and,
• A parallel storm drain lateral in Walnut
Street north of Magic Way (Phase II).

Future development in Phase IV will be required
to provide a Drainage Study when each Grading
Plan is submitted for review and approval by the
City. The required studies will identify storm drain
improvements to mitigate the impact of each
development (or collective developments) on the
City’s storm drain system, including mitigation for
any downstream deficiencies impacted by the
development. The studies provided shall identify
how any previously constructed improvements
have addressed impacts of the proposed
development(s). The studies shall identify whether
or not previously constructed improvements have
addressed the impacts of the proposed
development.

With approval of DisneylandForward, the following
will be required:
• With development of the Southeast District
and the Theme Park East Overlay within
The Anaheim Resort Specific Plan,
connections to the existing storm drains in
surrounding streets would be required;
and,
• Disney will continue to comply with, and
update as necessary, the Master Water
Quality Management Plan, which applies
to all Disney Properties in The Anaheim
Resort.
• Disney will continue to comply with, and
update as necessary, the Master Drainage
and Runoff Management Plan, which
applies to all Disney Properties in The
Anaheim Resort.

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4.10 Electricity
Electricity for the Specific Plan area will be
provided by the City of Anaheim Public Utilities
Department-Electric Division. Projected additional
annual consumption of electricity at buildout will
be approximately 290 million kilowatt hours (EIR
No. 311, Addendum No. 1, and SEIR No. 352).

Total annual consumption of electricity at buildout
could be lower in the DRSP if theme park uses are
moved from the Theme Park District to the ARSP
Theme Park East and West Overlays.

As part of an existing City of Anaheim 5-year
Capital Improvement Program Utility
Undergrounding Program, the existing overhead
electric utilities on Katella Avenue, Disneyland
Drive, Ball Road east of West Place/Flores Street,
and Harbor Boulevard were placed underground
prior to or at the same time the street
improvements were constructed. In addition, as
part of The Disneyland Resort project, the two
Southern California Edison (SCE) power lines that
would have crossed Disney California Adventure
theme park were relocated overhead from
Clementine Street to Harbor Boulevard in the
existing easement, then overhead along the
southern perimeter of Disney California Adventure
theme park parallel to Katella Avenue, across
Disneyland Drive and up Walnut Street to the
existing SCE Corridor.

In order to conserve energy, The Disneyland
Resort will implement numerous energy-saving
practices. Among those to be considered for
individual projects within The Disneyland Resort
are the following:
• Consultation with the City energyconservation experts at the Anaheim Public Utilities Community and
Sustainability Division for assistance with
energy-conservation design features;
• Use of high efficiency air conditioning,
connected if feasible to a computerized
central energy management system, and
meeting all control, scheduling and load
efficiency requirements of the California
Energy Code (Title 24, Building Efficiency
Standards);
• Use of electric motors intended to
conserve energy;
• While recognizing the unique lighting
apparatus required for some theme park
uses, use of motion-sensing light switch
devices and light-emitting diode (LED)
energy-efficiency lighting fixtures for
indoor and outdoor lighting, when feasible,
T8 lamps, metal halide and/or high
pressure sodium (HID) lamps; and,
• Incorporation of electric vehicle chargers
into parking structures.

4.11 Natural Gas
Natural gas for The Disneyland Resort will be
delivered through Southern California Gas
Company’s distribution system, which maintains
both standard and high-pressure gas lines in the
vicinity of the project. At buildout, the Specific Plan area will consume approximately an additional
369,000 million BTUs per year. Where practical,
The Disneyland Resort will incorporate energysaving means into the project to reduce consumption of natural gas. Many of the energy
conservation measures described in Section 4.9
above will also result in natural gas savings.

4.12 Telecommunication
AT&T provides telephone, digital cable, and
highspeed internet services to the DRSP area.

Existing facilities are located in the developed
areas surrounding the DRSP area. The
infrastructure capacity for telephone service
typically expands with new development.

4.13 Television/Cable Service
Time Warner Cable currently provides both fiber
and coaxial feeds in the DRSP area for a variety
of services including, but not limited to, standard
and high-definition cable television service, PRI
T1 telephony circuit(s), cable television service,
high speed internet, and digital telephone service.

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4.14 Solid Waste
Solid waste from The Disneyland Resort will be
collected by a City-contracted disposal company.

The Disneyland Resort will continue to implement
a solid waste management plan which has been
reviewed and approved by the Public Works
Department to ensure that the project plans
comply with AB 939, SB 1383 related to reducing
organic waste in landfill, the Solid Waste
Reduction Act of 1989, as administered by the City
of Anaheim, and the County’s and City’s
Integrated Waste Management Plans. Collected
waste is processed through Republic Waste
Services of Southern California LLC’s Regional
Material Resource Recovery Facility (MRF).

Remaining non-recyclable Disneyland Resort
waste is processed and consolidated before being
deposited at the Brea-Olinda Alpha landfill in
unincorporated Orange County adjacent to the
City of Brea. The project will generate
approximately 16,885 additional tons of solid
waste per year, or 46 tons per day. Numerous
solid waste reduction programs will be
implemented at The Disneyland Resort, including:
• Submittal of plans detailing the locations
and design of on-site recycling facilities;
• Providing on-site recycling receptacles to
encourage recycling;
• Continuing participation in the City of
Anaheim’s voluntary “Recycle Anaheim,”
program or other substitute program as
may be developed by the City;
• Facilitating paper recycling by providing
chutes or convenient locations for sorting
and recycling bins;
• Facilitating cardboard recycling (especially
from retail areas) by providing adequate
space for sorting and storing;
• Facilitating glass recycling (especially from
restaurants) by providing adequate space
for sorting and storing;
• Providing trash compactors for
nonrecyclable materials whenever feasible
to reduce the total volume of solid waste
and the number of trips required for
collection;
• Prohibition of curbside pick-up within The
Disneyland Resort; and,
• Complying with all Federal, State, and City
regulations for hazardous material
disposal.

4.15 Public Services
The City of Anaheim Fire and Rescue (AF&R) will
provide fire protection, emergency medical
response, fire inspection and other services to The
Disneyland Resort. The existing Disneyland Fire
Department will expand its existing fire prevention
coverage and services to all areas of the Specific
Plan area. These services include:
• Development Project Meetings;
• Preconstruction Plan Review;
• Preplanning for firefighting and
evacuations;
• All new construction inspections;
• All state mandated Certified Unified
Program Agencies (CUPA) inspections;
• All state mandated and non-mandated
annual fire inspections;
• Review and inspections of all special event
permits;
• Monitoring of pyrotechnics and special
effects; and
• Interconnected Safety System (ISS)
Testing.

The AF&R, in conjunction with the Public Utilities
Department, has set the minimum standards for
water flow for the Specific Plan. In addition, they
will review buildings for compliance with AF&R
standards. Typical requirements include the
installation of sprinklers, provision of adequate
access to structures for fire fighting vehicles,
installation of amusement building alarm systems,
and location of fire hydrants in conveniently
accessible locations. Since the project will
increase the number of service calls to the AF&R,
the project has provided the following as part of
Phase II:

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• One fire truck company;
• One paramedic company; and,
• Modifications to existing fire stations to
accommodate the fire truck company and
paramedic company.

As part of DisneylandForward, the following will be
required:
• Completion of an ongoing Fire Operations
Agreement;
• A Fire Substation will be provided within
the Theme Park District, meeting the
following minimum criteria:
o Designated parking stalls for an
ambulance, medic truck, medic golf
car, and two staff vehicles;
o Equipped with dedicated fiber optic line
(services for cable, wifi);
o Two offices with two workstations each
o Breakroom/kitchen type area;
o Day room able to accommodate up to
8 personnel (4 paramedics, 2
ambulance, 2 CPR);
o Restrooms with showers/locker rooms;
and,
• The Fire Department may require
additional public fire hydrants on the east
side of Walnut Street adjacent to Disney
Property.

The Anaheim Police Department provides police
protection to the Specific Plan area. The existing
Disneyland Security Department was expanded to
provide equivalent levels of service to the entire
Disneyland Resort. The Disneyland Security
Department provides for the initial response,
investigation and report writing for nearly all
crimes occurring in the existing Disneyland theme
park and Disneyland Hotel areas. Among the
security procedures which will be used within the
Disneyland Resort are the following:
• The operator of the facilities will provide an
adequate staff of private security officers
for patrol and surveillance of the public
parking facilities;
• Payment of the fair share funding for police
personnel and equipment necessary to
meet the needs of The Anaheim Resort;
• Provision of space within the Disneyland
Security office to support the Anaheim
Police Department;
• Provision of closed-circuit television
surveillance and recording equipment
within all parking structures;
• Guarded entrance and exit gates for the
Disneyland Administration Building and
South Parking Area;
• An anti-gang and substance abuse
education program for park security and
other cast members will be implemented;
• Entry points to the theme parks will be
patrolled by the Disneyland Security
Department; and,
• The currently provided Court Liaison
Supervisor will be continued and
expanded, if necessary, to meet the needs
of The Disneyland Resort.

As part of DisneylandForward, the following will be
required:
• Completion of an ongoing Police
Operations Agreement;
• A Substation in the Theme Park District
which meets the following minimum
criteria:
o Designated parking stalls, including EV
charging stations, for approximately 4-
6 EV, 15-20 regular spaces;
o Equipped with dedicated fiber optic
line;
o Minimum of two private offices;
o Conference/briefing room;
o Interview room;
o Kitchen;
o Breakroom;
o Locker rooms with showers,
restrooms, and lockers;
o Enclosed bicycle storage for at least 12
bicycles;
o Equipment storage (size equivalent to
two offices); and,
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• A Satellite Office in the Southeast District
or the Theme Park East Overlay which
meets the following minimum criteria:
o Designated parking stalls, including 2 -
4 EV charging stations, 6 - 8 regular
spaces;
o Equipped with dedicated fiber optic
line;
o Breakroom;
o Conference/briefing room;
o Interview room;
o Restrooms; and,
o Enclosed bicycle storage for at least 6
bicycles.

4.16 Landscape
Significant landscape improvements have
occurred in the public right-of-way adjacent to the
Specific Plan boundary as a result of the Specific
Plan. Exhibit 4.16a (Landscape Installation),
shows the extent of the landscaping for the public
right-of-way, which was installed as part of the
Specific Plan prior to Phase IV and identifies areas
that have been removed as part of
DisneylandForward. The exhibit also identifies
public right-of-way areas that will be abandoned
as part of road abandonment areas along Magic
Way. Remaining landscaping within the public
right-of-way, described in detail in Section 5.0,
‘Design Plan,’ is the responsibility of the City, other government agencies, or property owners with
property adjacent to the public right-of-way.

In order to provide ongoing maintenance of
landscaping within the public right-of-way, the City
established a special landscape maintenance
district called The Anaheim Resort Maintenance
District. The Disneyland Resort is part of this
maintenance district.

Refer to The Anaheim Resort Public Realm
Landscape Program for more detailed information
of landscaping within the public right-of-way.

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Section 5.0: Design Plan
The Design Plan describes the basic concepts
that will help achieve a unified resort identity for
the Specific Plan area. Written text in this Section
describes the fundamental design concepts, while
the drawings that accompany the text show how
the concepts will be implemented.

The intent of the Specific Plan is to complement
the City’s planning efforts for The Anaheim Resort.

On September 20, 1994, the City Council adopted
The Anaheim Resort Identity Program and The
Anaheim Resort Public Realm Landscape
Program to regulate the streetscape elements and
landscape elements for The Anaheim Resort
public streets. These programs have been
amended as part of DisneylandForward to ensure
consistency with this Specific Plan. They provide
the most accurate documentation of the
streetscape elements required in the Specific Plan
area. This Specific Plan generally describes the
design of the public streets, as well as the
treatment of setback areas adjacent to public
streets. The emphasis is on creating unity through
landscape design, a standardized design
vocabulary for streetscape elements (such as light
poles and directional signs), and regulation of
private property, including standards for signs,
building heights and setbacks through compliance
with Section 7.0, ‘Zoning and Development
Standards’.

For ease of reference and to better depict the
relationship between other City planning efforts,
the Specific Plan contains information about the
treatment of all public streets that border or are
within the Specific Plan area boundaries. As a
result, there is an overlap in the information
contained in this Specific Plan along its border
with the Anaheim Resort Specific Plan. For
example, the description and illustrations of the
design concept for Harbor Boulevard includes
both sides of the street.

The information in this Section is intended to
supplement the Specific Plan zoning and
development standards contained in Section 7.0,
‘Zoning and Development Standards’. It describes
fundamental design ideas and concepts that are
intended to support the larger goal of a unified
resort identity. The description of these basic
ideas and concepts will assist in the interpretation
of the intent of the Specific Plan in situations
where several design options may be consistent
with the regulations. Also, it contains design
guidelines which would be considered too general
to be standards or regulations but convey useful
information about the character and quality of
development anticipated within the Specific Plan
area. Finally, this Section contains sketches and
Cross-Sections that illustrate what the design
ideas and concepts in the Specific Plan area
should be if the standards, regulations and
guidelines are implemented in accordance with
Section 7.0, ‘Zoning and Development
Standards’. By showing how the design guidelines
and standards work together, the intent of the
Specific Plan direction can be conveyed in a more
comprehensive manner.

For ease of reference, this Section is divided into
eight parts, including:
• 5.1 Design Plan Objectives;
• 5.2 Design Concepts;
• 5.3 Landscape Concept Plan;
• 5.4 Identity Concept Plan;
• 5.5 Design Criteria for The Public Realm;
• 5.6 Design Criteria for The Setback Realm;
• 5.7 Design Criteria for The Private Realm;
and,
• 5.8 Design Plan Summary.

5.1 Design Plan Objectives
The following are the five principal design
objectives of the Specific Plan, followed by a more
detailed description of each of these objectives.

These principal design objectives include:

1. Create visual continuity between The
Disneyland Resort and the surrounding
Anaheim Resort;

2. Create a high quality, visually appealing,
pedestrian-oriented environment;
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3. Protect the visual integrity of the theme parks;

4. Enhance public views of the theme parks,
including back-of-house uses, from public
walkways and streets; and,

5. Enhance the interface between The
Disneyland Resort and surrounding residential
neighborhoods to maintain the residential
character.

5.1.1 Create Visual Continuity Between
The Disneyland Resort and the
Surrounding Anaheim Resort
An important objective of the Specific Plan is to
visually tie the Specific Plan area to the
improvements constructed and planned as part of
the adopted Anaheim Resort Specific Plan and the
Hotel Circle Specific Plan for the surrounding
Anaheim Resort through the consistent use of
landscape and other streetscape elements
including signs, gateways, lights and other
elements. The entire area encompassed by The
Anaheim Resort will then have a more unified
identity, with a smoother transition from The
Disneyland Resort facilities to the surrounding
area. The result is a unified resort identity for the
entire Anaheim Resort.

5.1.2 Create a High Quality, Visually
Appealing, Pedestrian-Oriented
Environment
A second design objective is to create a highquality pedestrian environment that reinforces the urban character of the Specific Plan area. With
development of theme parks, construction of
public parking facilities, and the increase in the
number of visitor accommodations both within the
Specific Plan area and the surrounding Anaheim
Resort, the number of pedestrians in the area has
increased. Improvements of the Anaheim
Convention Center also contribute significantly to
the increase in pedestrians. This increase
supports an active street environment for
shopping, dining and lodging within walking
distance from the theme parks. The Design Plan
addresses the needs of pedestrians by:
• Establishing the size and location of
pedestrian walks;
• Defining the type of landscape necessary
to create a pedestrian scale; and,
• Providing for other amenities, such as
directional signs and information kiosks,
intended to enhance the overall pedestrian
experience.

5.1.3 Protect the Visual Integrity of the
Theme Parks
A major characteristic of the theme park
experience is that theme park interiors are visually
screened against the surrounding environment.

While visitors are inside the park, they only see
things that are part of the theme park and views of
the outside world are limited. This is intended to
support the feeling of fantasy, escape, and
separation from the outside world that
characterizes the theme park experience, and
makes theme parks an attractive form of
recreation. The original Disneyland theme park,
for example, is surrounded by an earthen berm
covered with tall trees and hedges. In some areas,
buildings help screen the outside world. A similar
type of treatment will be needed to visually
separate new theme park areas from the
surrounding area. An important objective of the
Design Plan, then, is to provide for this separation
without compromising the experience of visitors
outside the theme parks.

5.1.4 Enhance Public Views of the Theme
Parks, including Back-of-House Uses,
From Public Walkways and Streets
A fourth design objective is to enhance public
views of theme park uses, including back-ofhouse uses, from public walkways and streets through a variety of design interventions. Leading
up to the theme parks, visitors outside the park
utilize public walkways and streets to access
theme park uses. As visitors make their way to
and from theme park uses, landscaping and
walls/fencing are utilized at the pedestrian level to
screen on-site buildings and structures, enhance
the visual experience, and add to the sense of
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anticipation and arrival. Buildings and structures
are treated with varying design elements based on
height and visibility from public walkways and
streets in order to enhance the experience of
visitors outside of and leading up to the theme
park uses.

5.1.5 Enhance the Interface Between The
Disneyland Resort and Surrounding
Residential Neighborhoods to Maintain the
Residential Character.

A primary objective of the Specific Plan is to
maintain the character of existing residential
neighborhoods at the interface with The
Disneyland Resort. Through a combination of
landscape buffers, walls and/or fencing, additional
building and structure setbacks, and/or building
and structure height and sky exposure plane
requirements at these interfaces, the character of
these neighborhoods will be enhanced through
appropriate buffering and transitioning to provide
greater separation from theme park uses. The
intent is to ensure that while these existing
residential neighborhoods may be located nearby,
their character is maintained for the benefit of
residents.

5.2 Design Concepts
The concepts described below are the basic
design policies for the Specific Plan area and form
the basis for implementation of the Design Plan.

They address both the objectives of the Design
Plan described in Section 5.1 and include a
description of the important site factors which will
affect implementation of the design concepts.

5.2.1 Transform and Unify with Landscape
The Specific Plan area and the surrounding
Anaheim Resort historically presented a visually
confusing identity due in part to the variety of uses,
abundance of large signs, varying architectural
quality, presence of overhead utilities, mix of large
and small parcels in close proximity, and lack of
consistent landscaping.

The primary concept of the Design Plan is to unify
and enhance the visual character of both the
Specific Plan area and the surrounding area with
landscape. The primary component of this visual
character is the streetscape, which includes trees
and shrubs, as well as man-made elements such
as light fixtures, benches, entry gateways, and
signs. Setback areas on private land between the
public streets and buildings also assisted with this
transformation. In some instances, the visible
portions of buildings and private land behind the
setbacks also play a role in defining the character
of the Specific Plan area.

5.2.2 Create a District with a Civic Scale
Together, the Specific Plan area and surrounding
Anaheim Resort encompass approximately 1,078
acres, a large urban area in which to create and
encourage a unified identity. In addition, many of
the streets within The Anaheim Resort are wide
and provide important regional circulation
linkages. Finally, the number of visitors to the area
is already significant and will grow with continued
development of The Disneyland Resort and the
surrounding area.

Consequently, the character of The Anaheim
Resort as a whole must be grand in scale to
complement the size and importance of the area
as a world-class destination resort. The Design
Plan proposes a grand civic scale primarily with
large-scale landscape plantings and architectural
regulations, including regulations for building
heights and setbacks.

5.2.3 Emphasize the Landscape on the
Public Streets
Most visitors to the Specific Plan area and
surrounding Anaheim Resort will experience the
area’s streets at some time during their visit, either
from automobiles, other vehicles (such as the
pedestrian and/or transportation system(s) or
monorail), or on foot. Nearly all of the publicly
owned land within both areas is contained within
the street rights-of-way (or in easements), though
the space available for landscaping within the
public right-of-way will be somewhat limited
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because of the need to serve vehicle and
pedestrian circulation.

Streets and their edges furnish the primary space
in which landscape can be placed to transform the
identity of The Anaheim Resort (refer to Exhibit

5.2.3a (Utilize the Streets for Landscaping)).

When the expansion of right-of-way areas occurs,
these new right-of-way areas include sufficient
space to accommodate landscaping consistent
with the Specific Plan.

Exhibit 5.2.3a – Utilize the Streets for
Landscaping

5.2.4 Orient Visitors Visually
Visitors to the Specific Plan area and surrounding
Anaheim Resort often come from great distances
and lack familiarity with Anaheim and The
Anaheim Resort. These visitors need well-defined
visual cues that orient them to their location within
the area. In addition, there is great variety in the
different uses and functions of the spaces within
the Specific Plan area, and the scale of the spaces
often varies as well. The Design Plan
differentiates the major streets within the Specific
Plan area by establishing landscape treatments
that will help create a unique character for each.

5.2.5 Create a Recognizable Center for
The Anaheim Resort
In coordination with the City’s planning efforts for
The Anaheim Resort, the Design Plan establishes
an area known as the Central Core which will have
special design standards. It includes parcels
located on Harbor Boulevard between Interstate 5
and Orangewood Avenue, and on Katella Avenue
between Interstate 5 and Walnut Street. The
location of the Central Core is shown in Exhibit

5.2.5a (The Anaheim Resort Central Core) below.

For parcels adjacent to Harbor Boulevard and
Katella Avenue, special design standards will
apply to setbacks, building heights, and
streetscape treatments that are different from
other locations in The Anaheim Resort.

Exhibit 5.2.5a – The Anaheim Resort Central
Core

5.2.6 Coordinate Streetscape
Improvements with Other Improvements
Construction of The Disneyland Resort will be
phased over a number of years, however, much of
the identity-giving landscape has been
implemented. Development of new hotels and
other private improvements in the surrounding
Anaheim Resort will also be phased over a
number of years. The construction of the
streetscape improvements in the Specific Plan
area will be coordinated with all public and private
improvements, such as in conjunction with any
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facilities. The intent is to ensure that public
streetscape improvements are installed as soon
as possible, while minimizing the need to disrupt
these improvements once they’ve been installed.

5.2.7 Establish a Clear Design Hierarchy
The Specific Plan specifies three distinct levels of
design hierarchy called the Public Realm, the
Setback Realm, and the Private Realm. The intent
is that the most visually prominent areas have the
most rigorous design controls, and that the design
of less visually prominent areas be more flexible.

Areas within the ultimate public right-of-way are
called the Public Realm. This visually prominent
area is the most precisely defined and designed of
the three Realms. The Setback Realm includes
the private property between the ultimate right-ofway and adjacent buildings. Since these areas are not quite as significant to the overall character of
the Specific Plan Area as the Public Realm, the
plan provides for more flexibility in their design.

The Private Realm, which includes areas behind
building setbacks adjacent to public streets, will be
guided by design criteria that are the most flexible
of the three realms, but still contain important
design guidelines intended to enhance the public
views of theme park uses from public walkways
and streets, the interface between surrounding,
existing residential neighborhoods, and the overall
identity of the Specific Plan area. Development of
the Private Realm will occur with less predictability
than the other Realms, and so less specificity is
provided in the design guidelines. Additional
discussion of the three realms can be found in
Subsections 5.5, 5.6, and 5.7.

Exhibit 5.2.7a – Three Elements of Design
Hierarchy

5.3 Landscape Concept Plan
This section describes the landscape design
principles for the Specific Plan area that contribute
to the unified environment of The Anaheim Resort.

It also contains a description of the basic
landscape concepts, criteria for the selection of
plant material, and general planting design
guidelines for the public streets and adjacent
setbacks, which are called the Public Realm and
the Setback Realm.

The Anaheim Resort Identity Program and The
Anaheim Resort Public Realm Landscape
Program, adopted by the City, regulate the Public
Realm within The Anaheim Resort.

The landscape Cross-Sections and plans in this
Design Plan illustrate the basic design principles
described in The Anaheim Resort Public Realm
Program. The Cross-Sections do not reflect the
street light poles and signage streetscape
elements adopted by the City in The Anaheim
Resort Identity Program and The Anaheim Resort
Public Realm Landscape Program, but where
shown, are intended to demonstrate design intent.

The landscape design drawings found in this
Section are intended to illustrate basic landscape
design concepts, and, unless needed to illustrate
a concept described in the text, do not contain
dimensions or other detailed information about
street right-of-way widths or minimum setback
dimensions. Information about street rights-of-way
and minimum setbacks can be found in Section

4.3, Vehicular Circulation Plan, and Section 7.0,
‘Zoning and Development Standards’
respectively. Subsection 5.8, ‘Design Plan
Summary,’ contains detailed technical CrossSections which show all elements—landscape, right-of-way and building setbacks—together on a
single page with key dimensions and landscape
descriptions.

5.3.1 Landscape Concepts
The following landscape concepts are intended to
define the character of the landscape proposed for
The Anaheim Resort Setback Realm. Refer to The
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Anaheim Resort Public Realm Landscape
Program for landscape character concepts for the
Public Realm.

5.3.1.1 Unity and Diversity
To achieve the objectives of the Design Plan,
landscape planting must create an overall unity,
while allowing diversity to create distinct
differences between places. This will be achieved
by establishing a planting design system in which
basic elements are repeated in an orderly, regular
way, while the elements vary to respond to
particular situations. Exhibit 5.3.1.1a (Unity and
Diversity) is an example of how two landscape
treatments can have the same planting design
system but vary in the use of materials to create
distinct places.

Exhibit 5.3.1.1a – Unity and Diversity

5.3.1.2 Use Plant Material to Create Scale
It is important that the scale of landscape plantings
reflect the scale of place they are intended to
enhance. For example, major streets and entries
that will be viewed primarily from automobiles will
require a landscape treatment that is grander in
scale and texture than areas intended solely for
pedestrians. When there are overlapping needs,
that is, when both pedestrian and automobile
scales must be accommodated, the planting
design will address both needs.

Exhibit 5.3.1.2a – Landscape Reflects Scale

5.3.1.3 Establish a Recognizable
Streetscape Geometry
Throughout The Anaheim Resort, landscape
elements including trees and shrubs, as well as
man-made elements such as light fixtures or
banner poles, will be arranged in regular patterns
that establish order and a recognizable geometry.

The patterns will vary to create different effects,
and will help differentiate one location from
another. Generally, street tree plantings will
feature regularly spaced trees, and the same tree
will be used consistently for considerable lengths
of the same street. Changes in the variety of tree,
or the geometry of the planting design may occur
when a street changes in width, changes direction,
or crosses another important street. Informal
masses of trees will only occur in the Public Realm
where the total width of the combined landscape
area in the Public Realm and Setback Realm
exceeds forty feet. Planting designs in which trees
are scattered randomly are inconsistent with the
intent of this concept.

5.3.1.4 Define a Plant Palette
Another way the Plan will create a unified identity
is by identifying the plant material that will be used
in The Anaheim Resort, especially within the
areas visible from the street (the Public Realm and
the Setback Realm). The plant palette
emphasizes plants which will have a positive
visual impact and are well adapted to the Specific
Plan area. Many of the recommended plants are
typical of Southern California gardens and
emphasize the special qualities of plants that only
grow in moderate, subtropical climates. Palms,
broad leafed evergreens (such as Eucalyptus),
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and exotic flowering shrubs (such as the Bird of
Paradise), are typical of the kinds of preferred
plants. A complete list of the plants for use in the
Specific Plan area is included in Planning
Standard Detail No. 10.

5.3.1.5 Layer Landscape to Create Depth
To create an illusion of greater depth in narrow
spaces throughout the Specific Plan area, and to
add further variety, landscape will be planted in
layers. The layers will include plants in both the
Public Realm and the Setback Realm. Layers will
be expressed vertically by the varying heights of
plant material, street lights and other landscape
elements; layers will also be expressed
horizontally by establishing several distinct
planting areas with consistent setback
relationships. Exhibit 5.3.1.5a (Layered
Landscape Creates Depth) illustrates the layered
landscape concept. Section 5.3.2 contains
planting guidelines which establish the planting
design criteria for creating a layered landscape; it
is supplemented by the plant palette in Planning
Standard Detail No. 10, which recommends
specific plants.

Exhibit 5.3.1.5a – Layered Landscape Creates
Depth

5.3.1.6 Contrast Plant Material for
Diversity and Balance
To create diversity, landscape planting design will
often rely on contrasting one plant material with
another. The types of contrast will include form
(large vs. small, tall vs. short, narrow vs. broad,
rigid vs. loose), texture (coarse vs. fine, lush vs.
sparse, open vs. closed), and color (dark vs. light,
gray vs. green). This contrast will be expressed in
the Public Realm, for example, with street tree
plantings that consist of alternating tall narrow
trees (such as palms) with short broad trees (such
as a small or medium sized canopy tree). There
will also be contrast between the planting in the
Public Realm and the adjacent Setback Realm.

For example, a formal planting of regularly spaced
palms in the Public Realm might be
complemented by plantings in the Setback Realm
of masses of eucalyptus or pines with less regular
forms.

5.3.1.7 Colorful Plants to Emphasize a
Festive Atmosphere
Colorful plant materials will be used throughout
The Anaheim Resort to help create a festive,
cheerful atmosphere. Where appropriate,
flowering trees may be used, as well as flowering
shrubs and ground covers. These colorful shrubs
and ground covers will often be planted in large
masses of the same plant material in order to
create a more dramatic impression. The types of
colorful plants will be varied so that color is
apparent throughout the year. The preferred color
for flowering plants will be deeply colored reds,
oranges, yellows and purples. The use of plants
with pale colors, including pale blue, pink, and offwhite will be limited.5.3.2 Plant Material Selection and Use.

5.3.2 Plant Material Selection and Use
The purpose of this subsection is to:
• Describe the basic plant selection criteria
for the plants that will be used in the
Specific Plan area;
• Describe the role each type of plant (tree,
shrub, and ground cover) will play in
establishing the overall character of the
Specific Plan area; and,
• Identify in a general way where and how
each type will be used.

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The information in this subsection is
supplemented by a detailed plant palette in
Planning Standard Detail No. 10, which contains
a list of plants recommended for use in the
Specific Plan area. The purpose here is to provide
the rationale that serves as the basis for the plant
palette.

5.3.2.1 Basic Selection Criteria
The desirable attributes of plants to be used in the
Specific Plan area include:
• Climate appropriate;
• Drought tolerant and/or low water-using;
• Reasonably low in maintenance;
• Relatively free from disease and pest
infestation;
• Outstanding in some characteristic, such
as form, color, bark, etc.;
• Unlikely to be familiar outside subtropical
areas;
• Evergreen;
• Native to Southern California;
• Moderate or fast in growth; and,
• Suitable for use around people.

The intent is to establish an overall appearance
that has connection to Southern California
character while also integrating plants that are
climate-appropriate, drought tolerant and/or low
water-using.

There is virtually no list of plants that could be
developed that would completely satisfy all of
these conditions. The intent is to provide a list from
which plants can be selected that will provide the
best plants to respond to the needs of different
uses/functions in the Specific Plan area, as well as
the flexibility to be used in a variety of different
situations.

5.3.2.2 Tree Selection and Use Criteria
Trees will be the backbone plant material of the
planting design because of the size and
widespread presence in the street rights-of-way
and setback areas. The following describes the
different types of tree forms that will be used
throughout the Specific Plan area, and the criteria
that will be used to determine how they will be
used.

Varying tree sizes and species shall be selected,
with an emphasis on providing adequate
screening, canopy, species diversity, pest
resistance, and climate appropriateness within the
landscape design. This may include small canopy
trees, medium canopy trees, large canopy trees,
and vertical and pyramidal trees, as further
detailed below.

Small canopy trees: Small canopy trees are
intended for use where it is desirable to create a
more intimate scale (such as along narrow streets
or in pedestrian areas), where a contrast with a
larger tree will help reinforce the layered
landscape concept, or to contrast with a tree with
a distinctly different form. On wide streets where
the separation between trees from one side of the
street to another (or from a parkway to a median
planting) is thirty feet or greater, small canopy
trees should always be combined with medium or
large canopy trees. These trees will also be used
in areas underneath powerlines where height of
trees is limited.

Small canopy trees will have a mature height of at
least twenty feet, but not more than forty five. Their
mature spread will approximately equal their
height. Along streets with regularly spaced trees,
small-canopy trees will be planted at a rate of one
tree for each twenty to thirty lineal feet of frontage; spreading trees may require a somewhat wider
spacing.

Exhibit 5.3.2.2a – Small Canopy Trees
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Medium canopy trees: Medium canopy trees
may serve the same purposes as either the large
or small canopy trees. Typically, they will have a
mature height of at least thirty feet, but will not
typically exceed sixty feet. Their mature spread
will approximately equal their height. Along streets
with regularly spaced trees, medium canopy trees
will be planted at a rate of one tree for each
twenty-five to thirty-five lineal feet of frontage;
spreading trees may require a somewhat wider
spacing. Medium canopy trees may be used on
local or secondary streets, but should not be used
alone on arterial roads or other streets greater
than sixty feet wide unless there is a landscaped
median.

Exhibit 5.3.2.2b – Medium Canopy Trees
Large canopy trees: Large canopy trees will be
used on arterial roads to help reinforce the grand,
civic scale of The Anaheim Resort landscape.

They are intended to be large scale elements that
create a strong, positive visual impression. Their
mature height will not be less than fifty feet, and
may exceed eighty feet. For the smaller trees in
this category, the spread will approximately equal
the mature height, while in larger trees the spread
will typically be 50% to 75% of the height. Along
streets with regularly spaced trees, large canopy
trees will be planted at a rate of one tree for each
thirty to forty lineal feet of frontage; spreading
trees may require somewhat wider spacing. Large
canopy trees may also be used in setback areas
that exceed twenty feet in width, and may be
planted in masses.

Exhibit 5.3.2.2c – Large Canopy Trees
Vertical and Pyramidal trees: Vertical trees have
a mature height that dramatically exceeds their
mature width. Vertical trees will have a ratio of
height to width not less than 4:1, but which may (in
the case of certain varieties of palm) exceed 20:1.

Vertical trees will range in height from 30 to 100
feet when mature. The spacing of vertical trees will
typically be from eight feet to thirty feet on center
for streets on which they are regularly spaced,
depending on the ultimate size and spread of the
specific tree. When the primary purpose is
screening, vertical trees will be evergreen and will
be spaced so that the mature trees form a dense
visual barrier. When used in the Public Realm,
vertical trees will generally be used in combination
with canopy trees, especially in areas with
pedestrians, who will need canopy trees to provide
shade. Vertical trees are especially useful in
narrow setback areas as a contrast with lower
growing canopy trees or shrubs to create the
layered landscape.

Vertical and pyramidal trees are intended to serve
a variety of purposes. Among these are:
• Screening views of adjacent uses or
property;
• Establishing regular, easily recognizable
geometric patterns; and,
• Providing a dramatic vertical expression
that stands out from the surrounding
landscape.

Pyramidal trees have a characteristic shape like a
pyramid, and benefit from having space that
permits their lower branches to touch the ground.

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Many needle-leafed evergreens, such as pine and
cypress trees, belong to this category. Pyramidal
trees will be used as screens, as large scale
backdrop, in formal rows within setbacks, or,
where space permits, as large specimens.

Exhibit 5.3.2.2d – Vertical and Pyramidal
Trees

5.3.2.3 Shrub, Vine and Ground Cover
Selection and Use Criteria
This subsection explains the role that will be
played by shrubs, vines and ground cover to
support the basic design established by the trees.

Varying shrub, vines and ground cover sizes and
species shall be selected, with an emphasis on
providing adequate screening, species diversity,
pest resistance, and climate appropriateness
within the landscape design. This may include
shrubs, turf and other grasses, low growing
annuals and perennials, vines, and other varieties
of low growing plants, as further described below.

Shrubs: Shrubs will serve several main design
purposes to reinforce the basic landscape plan,
including the following:
• To screen views of surface parking lots,
service areas, trash enclosures, and other
sights that detract from the garden-like
character envisioned for the area, or to
provide privacy for pool areas, outdoor
eating areas, and patios associated with
ground floor hotel rooms;
• To provide a physical barrier to discourage
pedestrians from crossing streets midblock, or to direct pedestrian and vehicular traffic; and,
• To introduce an intermediate to low layer
within a layered landscape.

Exhibit 5.3.2.3a – Use of Shrubs to Screen
Surface Parking Lots
A large range of shrub species with varying
heights will be utilized to create an identity and
diversity within the planting palette in order to not
be dominated by a single species. Shrubs will
often appear as either loose (unclipped) but may
also include formal (clipped) hedges of consistent
height. Shrubs that are very low growing (less than
two feet tall), and that spread widely will be used
as a ground cover, while shrubs that grow taller
(up to fifteen feet) will be used for screening.

Exhibit 5.3.2.3b – Formal (Clipped) Hedges
Vary in Height
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Vines: Vines will be used for the following main
purposes:
• To create a cloak to cover walls and
buildings. For example, clinging vines will
be used on parking facilities, buildings and
walls to enhance building elevations, and
will help discourage graffiti;
• To create vertical and hanging gardens.

Vines will be trained to the trunks of palms
in order to enhance their appearance at
the pedestrian level, and will be used in
planters on parking facilities or other
buildings. Vines will also be used on
garden structures such as arbors and
trellises, especially where limited planting
area precludes a more traditional planting
of trees and shrubs; and,
• To establish a sprawling ground cover in
large areas where the vine’s growth can be
contained in the available space.

Ground Cover: In addition to spreading, low
growing shrubs, ground covers include turf and
other grasses, low growing annuals and
perennials, vines, and other varieties of plants that
do not generally exceed two or three feet in height
at maturity. Generally, ground covers will be used
to create a green or colored blanket over the
ground. Large areas of landscape will be planted
with drought-tolerant ground covers in order to
reduce water usage and long-term maintenance
costs. The use of turf as a ground cover will be
limited to particular areas where its smooth, green,
manicured appearance and ability to
accommodate light pedestrian traffic is needed.

Exhibit 5.3.2.3c – Ground Cover Includes Turf
and Other Grasses, Annuals, Vines, and
Other Varieties of Plants

5.3.3 Layered Landscape Design Criteria
This subsection describes in more detail the
layered landscape concept and provides criteria
that will be used to design areas in the Setback
Realm designated to have a layered landscape
treatment.

Since planting in both the Public Realm and
adjacent Setback Realm will be needed to create
a layered landscape, successful implementation
requires that planting in both realms reinforce
each other. As a result, setback landscaping will
vary depending on the treatment of adjacent
Public Realm landscape and may vary due to the
location of powerlines and transportation systems.

Implementation of the layered landscape is most
important in two areas: along Katella Avenue and
Harbor Boulevard, the two major streets and the
largest intersection within the Central Core, as an
additional device to create a unified appearance;
and, adjacent to large parking facilities, which will
benefit from the articulation of the building facade
provided by the variation in the size and height of
plant material. Such effective articulation for these
buildings would be difficult to provide only with
architecture.

While construction of the layered landscape in the
Public Realm will be achieved in large continuous
sections of street, layered landscape in the
Setback Realm will be constructed in smaller
pieces as individual parcels develop or are
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renovated. Achievement of the layered landscape
look will depend on the successful enforcement of
the concept on numerous parcels over a number
of years.

The length of the street frontage of individual
parcels is the most important factor that will
influence implementation of the layered
landscape. Parcel frontages of more than five
hundred lineal feet are long enough to provide the
variation needed to create the layered landscape
look within a single parcel, while frontages of less
than three hundred feet are too short to provide
much variation. Therefore, areas that have many
parcels with short frontages will require special
consideration. Exhibits 5.3.3a (Layered
Landscape Design Criteria for Long Parcel
Frontage Greater than 300 feet) and 5.3.3b
(Layered Landscape Design Criteria for Parcel
Frontages with less than 300 feet) illustrate
diagrammatically the criteria for creating layered
landscape based on the length of parcel frontage.

The width of the landscape setback also affects
the creation of the layered landscape. In order to
create a layered landscape, there needs to be at
least two horizontal or two vertical layers of
landscape to create rhythm and allow for planting
diversity. This means that in narrow setbacks (10-
20 feet wide), the selection of plant material is
likely to be different than for medium (20-30 feet),
or wide (greater than 30 feet) setbacks. Wider
setbacks permit the use of a larger canopy or
pyramidal trees or will allow more than three
layers in the Setback Realm alone. Exhibits 5.3.3c
through 5.3.3f illustrate diagrammatically the
criteria for creating layered landscape based on
setback width.

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Exhibit 5.3.3a – Layered Landscape Design Criteria for Long Parcel Frontage Greater than 300 Feet Exhibit 5.3.3b – Layered Landscape Design Criteria with Parcel Frontages Less than 300 Feet The Disneyland Resort Specific Plan 5.0 Design Plan
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Exhibit 5.3.3c – Elevation of East Parking Area from Clementine Street Showing Layered Landscape (refer to Exhibit 5.7.7a for Mickey and Friends parking structure image from the West Parking Area)
Exhibit 5.3.3d – Layered Landscape Setback Width Criteria The Disneyland Resort Specific Plan 5.0 Design Plan
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Exhibit 5.3.3e – Elevation of Theme Park District from Katella Avenue Showing Layered Landscape Exhibit 5.3.3f – Elevation of Parking Facilities in Theme Park District from Walnut Street Showing Layered Landscape
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5.3.4 Minimum Tree Density
The Specific Plan identifies trees as a critical
element necessary to create a civic scale and to
establish the layered landscape envisioned for the
Setback Realm. Trees in the setbacks adjacent to
public streets also support the landscaping
proposed for the Public Realm. Therefore, both
the size and number of trees that are to be planted
in the Setback Realm are regulated by the
minimum landscape requirement.

To permit flexibility and design creativity in
landscape design, the minimum landscape
requirement recognizes that the effect of planting
many smaller sized trees is comparable to the
effect created by planting fewer large trees.

Therefore, the regulation allows for variation in the
size and number of trees.

Refer to Planning Standard Detail No. 10 for
relevant tree spacing recommendations.

5.3.4.1 Tree Density to Vary According to
Adjacent Use
The regulation also recognizes that the density of
trees adjacent to some types of uses should be
different than the density adjacent to others. The
densest tree planting will be required adjacent to
public parking facilities and residential uses.

Dense planting will also be required adjacent to
parking structures, back-of-house uses in the
Theme Park District and Southeast District,
service areas, or adjacent to other uses in The
Anaheim Resort, except within the Anaheim
GardenWalk Overlay. The least dense planting
will be required adjacent to Disneyland Resort
hotels, theme park entries, or other features where
visibility to the public is important.

5.3.4.2 The Tree Density Factor
To differentiate one tree density from another, all
final landscape plans submitted to the City for
approval will be required to show the Tree Density
Factor for each landscape area. To establish the
Tree Density Factor, all trees planted in the
Setback Realm will have a point value based upon
their size at installation. The point value varies
depending on the size of the tree: large trees have
a higher point value than small trees (the actual
values are defined below). The Tree Density
Factor for any landscape area is defined as the
sum of the point values for all trees installed
divided by the total area required to be
landscaped.

The Specific Plan establishes three levels of tree
density, defined as shown in Exhibit 5.3.4.2a,
(Levels of Tree Density).

Exhibit 5.3.4.2a – Levels of Tree Density
Tree Density Level Tree Density Factor
Very Dense ≥0.8
Dense ≥0.5 to <0.8
Moderately Dense ≥0.3 to <0.5
Exhibit 5.3.4a, ‘Tree Density Plan,’ shows the
location of each density of tree planting required
by the Specific Plan adjacent to public streets and
properties bordering the Specific Plan area. Tree
point values are defined in the Exhibit 5.3.4.2b,
(Tree Point Values).

Exhibit 5.3.4.2b – Tree Point Values
Points Size, Type
5 points 5-gallon tree (minimum tree size
permitted in the Setback Realm)
15 points 15-gallon tree
50 points
24-inch box canopy or vertical
tree; Washingtonia or Brahea
species palm with a trunk < 5
feet in height
125 points
36-inch box canopy or vertical
tree; Washingtonia or Brahea
species palm with a trunk ≤ 20
feet in height; Phoenix species
palm with trunk < 5 feet in height
300 points
48-inch box canopy or vertical
tree; Washingtonia or Brahea
species palm with a trunk > 20
feet in height; Phoenix species
palm with trunk ≤ 20 feet in
height
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Points Size, Type
600 points
60-inch box canopy or vertical
tree; Phoenix species palm with
trunk > 20 feet in height
1200 points 72-inch box canopy or vertical
tree
The total number of points for a given landscape
area within the setback must be equal to or greater
than the product of the Tree Density Factor and
the area to be landscaped. For example, a 10,000
square foot landscape area with a factor of 0.5
requires the total point value of trees planted in
this area to equal or exceed 5,000 points.

5.3.4.3 Walnut Street Tree Density
The plans, elevations and photos on the following
pages illustrate the effect of the Tree Density
Factor on Walnut Street adjacent to the West
Parking Area. As shown on the Tree Density
Factor Plan, this area has a Tree Density Factor
of 0.8. The exhibits show the appearance of the
landscape in both the Setback Realm and Public
Realm, and the plan and elevation show how the
appearance of this landscape will change as the
trees mature. They show the probable
appearance immediately after installation, after
approximately 5 years, and again at maturity
(which varies depending on the type of tree).

Exhibit 5.3.4.3a (Walnut Street Landscaping at
Maturity (After 20 years)) illustrates the Walnut
Street Landscaping 20 years after planting. The
photographs shown in Exhibit 5.3.4.3b (Photos of
Walnut Street Landscape as of 2022) indicates
how the Tree Density Factor helped to achieve the
original goals of the Design Plan, with trees
providing dense screening along Walnut Street.

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Exhibit 5.3.4.3a – Walnut Street Landscape at Maturity (After 20 Years) The Disneyland Resort Specific Plan 5.0 Design Plan
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Exhibit 5.3.4.3b – Photos of Walnut Street Landscape as of 2022 The Disneyland Resort Specific Plan 5.0 Design Plan
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5.3.5 Plant Selection
This subsection is intended to assist in the
selection of plant material to be used within all
three Realms of the Specific Plan area. Planning
Standard Detail No. 10 contains two plant
selection matrices: one for trees and another for
shrubs, vines and ground cover. The plants listed
in Planning Standard Detail No. 10 fulfill the
planting design requirements contained in
Subsection 5.3.2, ‘Plant Materials Selection and
Use’ and identify the specific plant material that
may be used to satisfy the landscape
requirements in the Design Plan.

Planning Standard Detail No. 10 identifies the
trees by street location and Exhibit 5.3.7a,
‘Setback Realm Landscape Cross-Section
Segments’ identifies the location of application.

Section 5.3.2, ‘Plant Materials Selection and Use,’
contains a description of these classifications, and
generally describes the basic uses for each type
of tree. For each species, Planning Standard
Detail No. 10 contains detailed information about
the character of the tree, including:
• maximum height and spread;
• spacing at installation;
• water use;
• intended use; and
• tree type.

Planning Standard Detail No. 10 identifies where
and how trees should be used, and the
appropriateness of each species for use in
different Realm areas. For the Private Realm, any
tree listed in the matrix may be utilized.

Planning Standard Detail No. 10 follows a similar
pattern by identifying the shrubs, vines and ground
cover by street location and application. For each
species, Planning Standard Detail No. 10 contains
detailed information about the character of the
shrubs, vines and ground cover, including:
• maximum height and spread;
• spacing at installation; and
• water use.

Planning Standard Detail No. 10 identifies where
and how shrubs, vines and ground cover should
be used, and the appropriateness of each species
for use in different Realm areas. For the Private
Realm, any shrubs, vines and ground cover listed
in the matrix may be utilized.

For Planning Standard Detail No. 10 , a ‘P’
indicates that the particular plant has either the
quality indicated (in the case of the portion of the
matrix which describes the plant’s character), or
that the plant is preferred for the designation. A
solid dot indicates that the plant is acceptable for
the indicated use, and the absence of a dot
generally means that the plant should not be used
for the specified situation. Within the Private
Realm, the matrix may be interpreted more freely;
for example, it is acceptable for trees not identified
as specimens to be used as specimens if planted
in larger sizes (48” box, or larger). The intent is to
permit more flexibility for landscape areas located
in the Private Realm but visible from the public
rights-of-way.

Plants listed in Planning Standard Detail No. 10
should comprise at least 80% of the area to be
landscaped and 80% of the total list of plants to be
used within the Setback Realm and Public Realm.

Plants listed in Planning Standard No. 10 should
also comprise at least 80% of the area to be
landscaped and 80% of the total list of plants to be
used within the Private Realm, where visible from
the public right-of-way. Ensuring similar and
complementary tree, shrubs, vines and ground
cover within both the Specific Plan and The
Anaheim Resort Public Realm Landscape
Program, and Planning Standard Detail No. 10 will
strengthen the overall appearance of The
Anaheim Resort.

Planning Standard Detail No. 10 may be amended
from time-to-time by the Planning and Building
Director to update the matrices with more current
and contemporary plant nursery offerings that are
more drought, disease and/or pest-resistant
plantings.

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For plantings within the Public Realm, Planning
Standard Detail No. 10 identifies the preferred
species and location. The Public Realm matrix
may be amended from time-to-time by the
Planning and Building Director and the Public
Works Director. All plants and trees in the Public
Realm shall be subject to the review and approval
of the City.

5.3.6 Landscape Concept Diagram
Exhibit 3.9-1 ‘Landscape Concept Plan, within
The Anaheim Resort Public Realm Landscape
Program shows the different landscape
treatments for each of the major public streets in
the area, as well as the location of the layered
landscape treatment of setback areas on private
property. This Concept Plan is intended to
illustrate the overall planting design concept and
does not show the actual size or placement of
trees and other landscape elements.

5.3.7 Landscape Cross-Sections
As identified in Exhibit 5.3.7a (Setback Realm
Landscape Cross-Section Segments), important
Setback Realm areas within the Specific Plan area
have been included that necessitate an enhanced
landscape focus to ensure future compatibility
with the surrounding area as the buildout of the
Specific Plan area occurs. These landscape
Setback Realm concepts build upon and enhance
the landscape character existing within these
areas while meeting other design direction found
within the Design Plan.

The landscape Cross-Sections depicted on the
following pages are intended to be aspirational in
nature and depict the future landscape character
of the street as these Setback Realm areas
transition over time, consistent with design
direction found within the Design Plan.

Landscaping within the Setback Realm to be
provided by owner and maintained by the
Anaheim Resort Maintenance District (ARMD).

For full landscape Cross-Sections, refer to Section

5.8.1, ‘Full-Street Reference Plan and CrossSections’, which are intended to provide a general overview of the different landscape treatments
that help create the unifying identity for The
Anaheim Resort. They also show the approximate
location of the Public Realm, Setback Realm and
Private Realm on each street in the Specific Plan
area. In this way they provide a key to Sections

5.5, 5.6 and 5.7 which contain more detailed
information about each Realm, including the role
each Realm plays in creating an overall unifying
identity.

The Cross-Sections in Section 5.8.1, ‘Full-Street
Reference Plan and Cross-Sections’ are not
intended to illustrate every condition that may
occur within or adjacent to the street right-of-way,
however they do contain detailed information on
other topics such as setback and right-of-way
dimensions.

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Exhibit 5.3.7b – Disneyland Drive Landscape Setback Section (A-A) The Disneyland Resort Specific Plan 5.0 Design Plan
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Exhibit 5.3.7c – Disneyland Drive Landscape Setback Section (B-B) The Disneyland Resort Specific Plan 5.0 Design Plan
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Exhibit 5.3.7d – West Place Landscape Setback Section (C-C) The Disneyland Resort Specific Plan 5.0 Design Plan
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Exhibit 5.3.7e – Disney Way Landscape Setback Section (D-D) The Disneyland Resort Specific Plan 5.0 Design Plan
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Exhibit 5.3.7f – Disney Way Landscape Setback Section (E-E) The Disneyland Resort Specific Plan 5.0 Design Plan
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Exhibit 5.3.7g – Katella Avenue Landscape Setback Section (G-G) The Disneyland Resort Specific Plan 5.0 Design Plan
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Exhibit 5.3.7h– Katella Avenue Landscape Setback Section (H-H) The Disneyland Resort Specific Plan 5.0 Design Plan
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Exhibit 5.3.7i – Walnut Street Landscape Setback Section (I-I) The Disneyland Resort Specific Plan 5.0 Design Plan
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Exhibit 5.3.7j – Harbor Boulevard Landscape Setback Section (J-J) The Disneyland Resort Specific Plan 5.0 Design Plan
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Exhibit 5.3.7k – Harbor Boulevard Landscape Setback Section (K-K) The Disneyland Resort Specific Plan 5.0 Design Plan
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Exhibit 5.3.7l – Harbor Boulevard Landscape Setback Section (L-L) The Disneyland Resort Specific Plan 5.0 Design Plan
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Exhibit 5.3.7m – Harbor Boulevard Landscape Setback Section (M-M) The Disneyland Resort Specific Plan 5.0 Design Plan
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Exhibit 5.3.7n – Ball Road Landscape Setback Section (N-N) The Disneyland Resort Specific Plan 5.0 Design Plan
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Exhibit 5.3.7o – Ball Road Landscape Setback Section (O-O) The Disneyland Resort Specific Plan 5.0 Design Plan
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Exhibit 5.3.7p – Clementine Street Landscape Setback Section (S-S) The Disneyland Resort Specific Plan 5.0 Design Plan
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Exhibit 5.3.7q – Clementine Street Landscape Setback Section (T-T) The Disneyland Resort Specific Plan 5.0 Design Plan
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Exhibit 5.3.7r – Haster Street Landscape Setback Section (U-U) The Disneyland Resort Specific Plan 5.0 Design Plan
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5.4 Identity Concept Plan
Since adoption of the Specific Plan, the City of
Anaheim approved The Anaheim Resort Identity
Program which identifies specific
recommendations for the location and design of
gateways, signs, banners, light fixtures, street
furniture and other design elements in the Public
Realm which contribute to the creation of an
identity for The Anaheim Resort. The Anaheim
Resort Identity Program should be referred to for
the identity elements in the Public Realm with the
exception of specific provisions of this Section
which describe concepts and designs for the
Gateway facilities and other elements related to
The Disneyland Resort.

Section 3, ‘Streetscape Elements’ within The
Anaheim Resort Identity Program identifies design
principles and conceptual material specifications
that define the character for the major streetscape
elements in The Anaheim Resort. For additional
information regarding theme streetscape
elements not discussed within this Specific Plan,
refer to The Anaheim Resort Identity Program.

Many of the original identity concepts identified in
The Anaheim Resort Identity Program and The
Anaheim Resort Public Realm Landscape
Program have been implemented prior to Phase
IV. As part of DisneylandForward, The Anaheim
Resort Identity Program and The Anaheim Resort
Public Realm Landscape Program were
amended, as further described in those
documents.

5.4.1 Gateways
Gateways define the entries into The Anaheim
Resort and the Specific Plan area. They help
establish the area as distinctly different from
surrounding areas and inform arriving visitors that
they are entering The Anaheim Resort with a
resort/recreation character.

The following is a general description and guiding
principles for each of the major gateway types
within the Specific Plan area including:
• Freeway Gateways,
• Arterial Road Gateways;
• Vehicular Arrival Gateways; and
• Pedestrian Arrival Gateways.

Refer to Exhibit 5.4.1a (Gateway Location Plan)
for the specific location of existing and proposed
gateways. For additional information regarding
freeway gateways and arterial road gateways,
which are located in the Public Realm, refer to The
Anaheim Resort Identity Program.

With the exception of the Vehicular Arrival
Gateways at the Southeast District and on Disney
Way and the Pedestrian Arrival Gateways at the
Southeast District and Disneyland Drive North and
the Vehicular Arrival Gateway and Pedestrian
Arrival Gateway at the Theme Park East Overlay
on Harbor Boulevard in the Anaheim Resort
Specific Plan, all Freeway Gateways, Arterial
Road Gateways, Vehicular Arrival Gateways, and
Pedestrian Arrival Gateways were completed prior
to Phase IV. Future designs of these gateways
may be modified as part of future development, in
accordance with relevant Specific Plan and The
Anaheim Resort Specific Plan guidance.

5.4.1.1 Freeway Gateways
As most of the visitors to The Disneyland Resort
and the surrounding Anaheim Resort will arrive via
Interstate 5, these gateway areas have an
important role in creating and enhancing the
overall Anaheim Resort identity and the identity of
The Disneyland Resort. Accordingly, the design of
the Interstate 5 interchanges at Disneyland Drive,
Harbor Boulevard, and Katella Avenue/Disney
Way reinforces and complements the overall
design objectives of the Specific Plan.

The treatment of each interchange as a largescale garden is easily perceived from vehicles traveling at freeway speeds. To differentiate the
interchanges from one another, each features a
distinct landscape type found in Southern
California. The design plan includes planting
treatments at Disneyland Drive (Exhibit 5.4.1.1a
(Disneyland Drive Freeway Interchange), Harbor
Boulevard (Exhibit 5.4.1.1b (Harbor Boulevard
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Freeway Interchange)), Katella Avenue/Disney
Way (Exhibit 5.4.1.1c (Katella Avenue/Disney
Way Freeway Interchange)) interchanges. Plants
were selected for their drought tolerance to the
extent feasible, as well as their ability to create a
visual identity and impact.

Exhibit 5.4.1.1a – Disneyland Drive Freeway
Interchange
Exhibit 5.4.1.1b – Harbor Boulevard Freeway
Interchange
Exhibit 5.4.1.1c – Katella Avenue/Disney Way
Freeway Interchange
Other optional features which could be
incorporated into these Gateways include:
• Night lighting which highlights the arrival
experience;
• Architectural elements consistent with the
other garden-like elements to be used in
the area; and,
• Identification signs to supplement the
directional signs.

5.4.1.2 Arterial Road Gateways
As described in The Anaheim Resort Identity
Program, there are four Arterial Road Gateways
within The Anaheim Resort. These Arterial Road
Gateways reinforce the overall identity of The
Anaheim Resort. Arterial Road Gateways are
located in the Public Realm and were previously
completed prior to Phase IV. This includes Arterial
Road Gateways located within the public right-ofway on Harbor Boulevard south of Manchester Avenue and south of Convention Way as well as
along Katella Avenue west of Anaheim Boulevard
and east of Walnut Street. For additional
information on the design criteria for Arterial Road
Gateways, refer to The Anaheim Resort Identity
Program, Section 3.1, ‘Gateways’.

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5.4.1.3 Vehicular Arrival Gateways
There are five Vehicular Arrival Gateways located
within the Specific Plan area and two within the
Anaheim Resort Specific Plan. These Vehicular
Arrival Gateways include Disneyland Drive North,
Disneyland Drive South, Southeast District North,
Southeast District East, and Clementine
Street/Disney Way in the Specific Plan Area and
Manchester Avenue along the Parking Overlay
and Harbor Boulevard at the entrance to the
Theme Park East Overlay in the Anaheim Resort
Specific Plan as shown on Exhibit 5.4.1a
(Gateway Location Plan).

These Vehicular Arrival Gateways will be primarily
oriented to vehicles but will also accommodate
pedestrians. To be compatible with the Arterial
Gateways in The Anaheim Resort Identity
Program, the Vehicular Arrival Gateways will
include elements located in both the median and
parkways. Special landscape planting will
enhance the gateway area and will provide for
pageantry, such as flags and banners. Special
architectural features may span from one side of
the street to the other, or from parkways to
medians. Night lighting will be used during the
evening to enhance the gateway’s effect. Sign
copy identifying The Disneyland Resort (such as
signs) may also be included within the Vehicular
Arrival Gateways in the setback area. Any
elements constructed in the public right-of-way will
be required to obtain an encroachment agreement
from the City. A more detailed plan depicting the
arrival areas of the public right-of-way shall be
submitted for review and Public Works Director for
conformance with The Anaheim Resort Identity
Program.

5.4.1.3.1 Disneyland Drive Vehicular Arrival
Gateway North
The Disneyland Drive Vehicular Arrival Gateway
North is located at the entry to the West Parking
Facility on Disneyland Drive. It is oriented primarily
to vehicles but also accommodates pedestrians
and includes special landscape planting, lighting,
surrounding garden elements along with
pageantry. It includes a pedestrian bridge over
Magic Way to allow pedestrian access to the
Theme Park District.

Exhibit 5.4.1.3.1a – Disneyland Drive
Vehicular Arrival Gateway North

5.4.1.3.2 Disneyland Drive Vehicular Arrival
Gateway South
The Disneyland Drive Vehicular Arrival Gateway
South is located immediately north of the
intersection of Disneyland Drive and Katella
Avenue. It is oriented primarily to vehicles but also
accommodates pedestrians and includes special
landscape planting, lighting, surrounding garden
elements along with pageantry.

Exhibit 5.4.1.3.2a – Disneyland Drive
Vehicular Arrival Gateway South
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Exhibit 5.4.1.3.1b – Disneyland Drive Arrival Gateway
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5.4.1.3.3 Southeast District Vehicular Arrival
Gateways
As part of DisneylandForward, two new Vehicular
Arrival Gateways are proposed at the Southeast
District. The Southeast District Vehicular Arrival
Gateway North will be located at the intersection
of Katella Avenue and Clementine Street and the
Southeast District Vehicular Arrival Gateway East
will be located along Haster Street, just south of
Katella Avenue. Both of these Arrival Gateways
will be oriented to vehicles, with the location off of
Katella Avenue also oriented to pedestrians.

These Vehicular Arrival Gateways will include
special landscape planting surrounding garden
elements along with pageantry and night lighting
to enhance the gateway’s effect. Sign copy
identifying The Disneyland Resort (such as signs
described in Section 7.0, Zoning and
Development Standards) may also be included in
the setback area at these Vehicular Arrival
Gateways.

5.4.1.3. 4 Disney Way/Clementine Street
Vehicular Arrival Gateway
As part of DisneylandForward, a new Vehicular
Arrival Gateway is proposed along Disney Way
between Clementine Street and Harbor Boulevard
and Clementine Street from Disney Way to the
north boundary of the Specific Plan into the
Anaheim Resort Specific Plan area. Since the final
configuration of the East Parking Area has not yet
been determined, the precise configuration and
character of this gateway has not yet been
established. However, the gateway elements may
include:
• The drop-off area adjacent to Harbor
Boulevard, which may be moved to the
East Parking Area or the Anaheim Resort
Specific Plan Parking Overlay in
conjunction with the construction of the
parking facility in the East Parking Area
and at least one and up to three pedestrian
bridges over Harbor Boulevard; These
bridge(s) will also provide public
pedestrian access to and from the public
right-of-way and are subject to Section 4.6,
Pedestrian Circulation Plan;
• Landscape, architectural, and sign
elements that visitors entering the theme
parks will use and see;
• Pedestrian walkways and/or transportation
system(s) which will move people to the
entry plaza; and,
• A Harbor Boulevard pedestrian crosswalk
in combination with at least one and up to
three pedestrian bridges over Harbor
Boulevard.

5.4.1.3.5 Theme Park East Overlay Vehicular
Arrival Gateway
As part of DisneylandForward, a new Vehicular
Arrival Gateway is proposed along Harbor
Boulevard at the Theme Park East Overlay within
the Anaheim Resort Specific Plan. The Theme
Park East Overlay Vehicular Arrival Gateway will
be located on the east side of Harbor Boulevard at
the intersection of Convention Way. This
Vehicular Arrival Gateway will be oriented to
vehicles and include special landscape planting
surrounding garden elements along with
pageantry and night lighting to enhance the
gateway’s effect. Sign copy identifying The
Disneyland Resort (such as signs described in
Section 7.0, Zoning and Development Standards)
may also be included in the setback area at these
Vehicular Arrival Gateways.

5.4.1.4 Pedestrian Arrival Gateways
Pedestrian Arrival Gateways occur between
public parking facilities and theme park entry
plazas, such as the existing Pedestrian Arrival
Gateway on Harbor Boulevard. They will be
primarily oriented to pedestrians and the gateway
area may include the entire experience from the
parking facility to the theme park entry. The
character of these gateways is related to the
theme park experience and may consist of
architectural, lighting, and landscape elements
which are organized to heighten the pedestrian’s
anticipation of entering the theme park.

Informational and directional signs, flags and
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displays may be part of the gateway, as well as
marquee signs intended to identify the theme
parks to pedestrians and vehicles. A more detailed
plan depicting the arrival areas in the public rightof-way shall be submitted for review and approval by the Planning and Building Director and Public
Works Director for conformance with The
Anaheim Resort Identity Program.

5.4.1.4.1 Harbor Boulevard Pedestrian Arrival
Gateway
The Harbor Boulevard Pedestrian Arrival Gateway
extends from Disney Way to the theme park entry
plaza located between the Disneyland and
California Adventure theme parks on the west side
of Harbor Boulevard. It is oriented primarily to
pedestrians and includes special landscape
planting, lighting, surrounding garden elements
along with pageantry.

5.4.1.4.2 Disneyland Drive Pedestrian Arrival
Gateway North
With approval of DisneylandForward another
gateway may extend south of the West Parking
Area to the Theme Park District. The Disneyland
Drive Pedestrian Arrival Gateway North extends
from the West Parking Area to Magic Way. Some
gateway elements are existing, however new
gateway elements may include:
• Pedestrian bridge over Disneyland Drive
and Magic Way;
• A pedestrian and/or transportation
system(s), which will move people south
along Disneyland Drive or an alternative
route to the entry plaza;
• Landscape and architectural elements
within the landscaped area west of the
main entry plaza between the theme park
uses and the resort hotels located west
and east of Disneyland Drive; and,
• Sign elements, including informational,
directional, and other signs intended to
assist visitors arriving at the theme park.

5.4.1.4.3 Disneyland Drive Pedestrian Arrival
Gateway South
As part of DisneylandForward, another gateway
may extend north from Katella Avenue along
Disneyland Drive adjacent to the Theme Park
District. The existing 125’ by 125’ landscape
triangles located along Disneyland Drive north of
Katella Avenue will be maintained, as depicted on
Exhibit 5.3.7c (Disneyland Drive Landscape
Setback Section (B-B)). Some Gateway elements
are existing, however new gateway elements may
include:
• A pedestrian and/or transportation
system(s), which will move people north
along Disneyland Drive or an alternative
route to the entry plaza;
• Landscape and architectural elements
within the landscaped area west of the
main entry plaza between the theme park
uses and the resort hotels located west
and east of Disneyland Drive; and,
• Sign elements, including informational,
directional, and other signs intended to
assist visitors arriving at the theme park.

Exhibit 5.4.1.4.3a – Disneyland Drive
Pedestrian Arrival Gateway South Landscape
Treatment
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5.4.1.4.4 Southeast District Pedestrian Arrival
Gateway
As part of DisneylandForward, a new Pedestrian
Arrival Gateway is proposed at the Southeast
District. The Southeast District Pedestrian Arrival
Gateway will be located at the intersection of
Katella Avenue and Clementine Street. This
Arrival Gateway will be oriented to pedestrians
and will also have vehicular access. It will include
special landscape planting surrounding garden
elements along with pageantry and night lighting
to enhance the gateway’s effect. Sign copy
identifying The Disneyland Resort (such as signs
described in Section 7.0, Zoning and
Development Standards) may also be included in
the setback area at this Pedestrian Arrival
Gateway.

5.4.1.4.5 Theme Park East Overlay Pedestrian
Arrival Gateway
As part of DisneylandForward, a new Pedestrian
Arrival Gateway is proposed along Harbor
Boulevard at the Theme Park East Overlay in the
Anaheim Resort Specific Plan. The Theme Park
Easy Overlay Pedestrian Arrival Gateway will be
located on the east side of Harbor Boulevard at
the intersection of Convention Way. It will include
special landscape planting surrounding garden
elements along with pageantry and night lighting
to enhance the gateway’s effect. Sign copy
identifying The Disneyland Resort (such as signs
described in Section 7.0, Zoning and
Development Standards) may also be included in
the setback area at the Pedestrian Arrival
Gateway.

5.4.1.4.6 Special Intersection Landscape
Treatment
Special intersection landscape treatment, as
depicted in Exhibit 5.4.1.4.6a (Special Intersection
Landscape Treatment), is required and further
described in Section 7.0, Zoning and
Development Standards, for the following
intersections:
• Harbor Boulevard and Katella Avenue;
• Katella Avenue and Walnut Street; and,
• Disneyland Drive and Ball Road.

Exhibit 5.4.1.4.6a - Special Intersection
Landscape Treatment

5.4.2 Identity and Sign Concepts
As outlined in The Anaheim Resort Identity
Program, there are five concepts that guide the
development of identity and sign elements within
the Public Realm. These include:
• Reinforce the Landscape Character of the
Specific Plan Area;
• Forms to be Traditional in Appearance;
• Integrated Sign Program Directs Visitors
Efficiently;
• Consistent Color System; and,
• Family of Signs.

This Section will guide the development of identity
and sign elements located within the Setback and
Private Realms.

5.4.2.1 Night Lighting to Create a Festive
Atmosphere
Night lighting will be another component of the
identity concept. Lighting visible from public
streets will be especially important in helping to
create the festive, garden-like atmosphere of the
Specific Plan area. Accordingly, the following
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night lighting concepts will be applied within the
Specific Plan area:
• Identity will be created by the effects
created by night lighting, rather than the
specific form or design of individual light
fixtures;
• The spectrum of night lighting will be
limited to warm colors to create a more
unified identity, and may include colored
LED lighting; and,
• Lighting on private parcels will be
concentrated primarily in pedestrian areas.

5.4.3 Sign Elements
Signs contribute to the unified appearance within
the Specific Plan area. Private signs support the
overall design goals of the Specific Plan, though
greater flexibility in the design, location, and
messages of private signs will be provided in
response to the widely varying needs of individual
properties. Design guidelines for private signs are
discussed further in Section 5.6, ‘The Setback
Realm’ and Section 5.7, ‘The Private Realm’.

For signs located within the public right-of-way,
refer to The Anaheim Resort Identity Program for
additional design direction. Signs in the public
right-of-way have a consistent theme that includes
consistent support structures, type face, and color
palette. Sign elements may be externally or
internally illuminated. The placement of signs and
their individual messages will be established prior
to sign construction and installation. The major
sign elements in the public right-of-way include:
• Changeable message signs;
• Vehicular directional signs;
• Pedestrian directional signs; and,
• Regulatory signs.

5.4.3.1 Changeable Message Signs
Changeable message signs feature electronically
controlled display areas which allow custom
messages to be displayed. The messages may
vary during the day and will provide important
information to arriving or departing visitors about
the location of attractions, parking, or traffic
conditions. The final location of these signs will be
identified prior to construction. Temporary
installations of these signs may be necessary in
order to respond to the changing nature of The
Anaheim Resort during the development process.

Changeable message signs may be supported by
structures with the facade incorporating a garden
character found in the entry gateways and other
sign and light pole supports.

5.4.3.2 Vehicular Directional Signs
Vehicular Directional Signs include the following
basic types:
• Primary signs which provide major
directional and informational content which
may span the roadway; and,
• Secondary sized signs which may be
located in either the parkway or median.

Although these signs are usually non-changeable,
it is likely that some will include changeable
portions which can direct traffic or provide
information about current events. Vehicular
directional signs will be designed to be compatible
with other signs and identity elements in terms of
their character, color and type face. The large and
medium-sized sign support structures may
incorporate the garden vocabulary used in The
Anaheim Resort Gateways.

5.4.3.3 Pedestrian Directional and
Informational Signs
In addition to those listed in The Anaheim Resort
Identity Program Section 4.3.5, ‘Pedestrian
Directional and Informational Signs,’ pedestrian
directional and information signs may include two
different types:
• Minor pedestrian directional signs which
will be placed within the parkways of the
public right-of-way in appropriate
locations, and which will be compatible
with vehicular directional and informational
signs; and,
• Information kiosks, which will be located in
pedestrian gathering places, and which
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will provide a place for information about
current activities within The Anaheim
Resort. The kiosk appearance will
complement the garden character of other
identity elements.

5.4.3.4 Regulatory Signs
Refer to Section 4.3.3, ‘Regulatory Signs,’ of The
Anaheim Resort Identity Program for relevant
design direction on Regulatory Signs within the
Public Realm.

5.4.3.5 Private Signs
Private signs include those signs on private
property which are intended to identify particular
uses or properties. The Design Plan, in
conjunction with Section 7.0, ‘Zoning and
Development Standards,’ and Section 4.3.6,
‘Freestanding Monument Signs,’ of The Anaheim
Resort Identity Program, contains design criteria
which regulate the location, size, appearance and
message of these signs. Refer to the above
referenced documents, Planning Standard Detail
Nos. 5-8, as well as the basic principles listed
below which guide the design of private signs
(which are also explained in more detail in Section

5.6.2, ‘Freestanding Sign Guidelines’) include the
following:
• Except as specifically permitted in this
Specific Plan and in Section 7.0, ‘Zoning
and Development Standards,’ all freestanding signs shall be monument signs; and,
• Monument signs will have a consistent
design which identifies the use as being
part of The Anaheim Resort, unless
otherwise permitted in Section 7.0, ‘Zoning
and Development Standards’.

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5.5 Design Criteria for The Public
Realm
The Public Realm is the most visible segment of
the design hierarchy, as it includes all of the area
within the ultimate public right-of-way within The
Anaheim Resort, including but not limited to public
streets, street medians, parkways, and sidewalks.

Due to the visual prominence and because
development of this segment will primarily be
implemented by the City, or other governmental
agencies (i.e., Caltrans for I-5 widening), the
Specific Plan proposes more detailed design
solutions for the Public Realm than for the Setback
or Private Realms.

The primary design emphasis in the Public Realm
is to provide a streetscape design that implements
the major design concepts described in the
preceding sections. Adherence to the streetscape
design concepts proposed for the Public Realm is
extremely important because of the dominant role
a street’s image has in creating the identity of The
Anaheim Resort. Creating a strong identity is
critically dependent on implementing a consistent,
high quality, streetscape treatment. Virtually all
who pass through The Anaheim Resort will be
affected by the quality of the street environment.

The Public Realm includes public streets wholly
within the Specific Plan area or public streets on
the border of the Specific Plan area. To simplify
the description, the Specific Plan describes all
public streets contained wholly or partially within
the Specific Plan area for the benefit of
consistency with the Anaheim Resort Specific
Plan. Public streets entirely outside the Specific
Plan area have been excluded. Interstate 5, which
is located outside The Anaheim Resort, has been
included within the Public Realm because of its
importance to the visitor experience.

Exhibit 5.5a (The Public Realm), shows the extent
of the Public Realm within The Anaheim Resort
and includes some areas that are only described
in the Anaheim Resort Specific Plan, such as the
section of West Street south of Katella Avenue, or
Harbor Boulevard north of Interstate 5. The CrossSections in this section are intended to illustrate the general tree categories, such as canopy or
vertical trees, and are not intended to illustrate
specific tree types.

5.5.1 The Public Streets
Public streets are the backbone of the Public
Realm. Consequently, it is important that the
public streets conform to the design concepts
described in this section. Refer to Exhibit 5.5.1a
(The Public Realm Cross-Sections Key) for the
location of public streets within the Specific Plan
area.

5.5.1.1 Disneyland Drive
Disneyland Drive is the main north-south street
through The Disneyland Resort. Prior to Phase IV,
a segment of Disneyland Drive was lowered to
allow a pedestrian bridge linking the east and west
sides of the street. The landscaping within the
Public Realm is intended to help tie together the
different uses on either side of the street with a
planting of medium or small canopy trees and
vertical trees from Katella Avenue to the north end
of the West Parking Area. Pedestrian walks will be
separated from vehicular traffic by a landscaped
parkway along most of the entire length of the
street. Exhibit 5.5.1.1a (Disneyland Drive Public
Realm) shows the treatment of the Public Realm
of Disneyland Drive, with landscape within the
parkways and median (landscape within the
parkways and median may be eliminated under
pedestrian bridges only)
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Exhibit 5.5.1.1a – Disneyland Drive Public
Realm (A-A)