Traffic Analysis for a Proposed

APPENDIX C TRANSIT ROUTES

Approximate frequency in minutes Approximate frequency in minutes Approximate frequency in minutes Approximate frequency in minutes East/West Local Service in other areas Weekdays Saturdays Sundays East/West Local Service in other areas Weekdays Saturdays Sundays North/South Local Service in other areas Weekdays Saturdays Sundays Express Services in other areas Weekdays Saturdays Sundays Metro Bus Lines Line Route Name Peaks Day Eve Day Eve Day Eve Line Route Name Peaks Day Eve Day Eve Day Eve Line Route Name Peaks Day Eve Day Eve Day Eve Line Route Name Peaks Day Eve Day Eve Day Eve 102 E Jefferson Bl-Exposition Bl-Coliseum St 35-40 50 50a 45 50a 45 2 trips 180 268 El Monte Bus Station-Baldwin Av- 30-45 60 60 60 60 60 60 550 San Pedro-Carson/Vermont- 20-40 40 60 30-60 60 30-60 60 NEWHALL Hollywood Bl-Los Feliz Bl- 12-16 30 20-60 17-20 20-60 19-20 20-60 SANTA CLARITA 105 Vernon Av-La Cienega Bl 6-8 12-15 20-60 15 20-60 20 40-60 Colorado Bl-North Lake Av Washington Bl-Altadena (JPL weekday peaks) West Hollywood Express PRINCESSA 5 Approximate frequency in minutes VINCENT GRADE/ACTON 108 Marina Del Rey-Slauson Av- 5-8 15 25-60 15-20 25-60 20 25-60 181 Hollywood Bl-Los Feliz Bl- 12-16 30 20-60 17-20 20-60 19-20 20-60 270 Monrovia-El Monte-Whittier- 20-60 60-70 40-60b 60 60a —— PALMDALE Veterans Local Service To/From Downtown LA Weekdays Saturdays Sundays Santa Fe Springs-Norwalk Metro Rail Station Approximate frequency in minutes AV787 14 Pico Rivera Yosemite Dr-Colorado Bl- LANCASTER CE573 Memorial Park Line Route Name Peaks Day Eve Day Eve Day Eve Sierra Madre Villa Sta 275 Cerritos-Valley View Av- 50-60 50-60 1 trip — — — — Special Service Weekdays Saturdays Sundays SC790 LA County 110 SC793 Gage Av-Centinela Av-Playa Vista 5-12 18-25 20-60 18-20 30-60 30 30-60 Olive View 234 2 Sunset Bl 5-10 8-10 15-30 10-15 15-30 10-20 20-30 183 Magnolia Bl-East Colorado St- 60 30-60 60a 30-60 2 trips 30-60 2 trips Greenleaf Av-Whittier-Pico Rivera Line Route Name Peaks Day Eve Day Eve Day Eve SC796 Medical Center 111 SC798 Newhall LAX City Bus Center-Florence Av- 8-15 12-15 20-40 15-20 20-40 20 20-30 E 4 Santa Monica Bl 5-10 8-15 10-15 12 12-15 15 15 VIEW L D Glendale Transportation Center 603 Rampart Bl-Hoover St-Allesandro St- 15 20 30 20 30 20 30 Pass OLIVE D R R A Leffingwell Rd ID B CE409 SC790 94 G B 10 ILL FWY E U LA Melrose Av-Virgil Av-Temple St 5-6 30 20-60 20-30 30-60 15-30 30-60 Approximate frequency in minutes Colorado St 236 FOOTH 91 H 115 Manchester Bl-Firestone Bl 3-15 15 25-60 15 25-60 20 25-60 90 Mission 11 Melrose Av-Beverly Bl-Temple St 10-15 30 — 20-30 — — — Weekdays Saturdays Sundays 605 Grande Vista Av-Boyle Heights- 10 15-20 30a 30 30a 30 30a 236 94 CE409 College Approximate frequency in minutes Limited Stop Service O'Melveny A 210 117 LAX City Bus Center-Century Bl-Tweedy Bl- 14 20 30-40 15-20 30-40 15-20 30-40 OE SAYRE 234 LA County+USC Medical Center Santa Susana Park BO S 14 Beverly Hills-Beverly Bl 5-6 10-12 30-60 12-15 30-60 15-20 30-60 North/South Local Service in other areas Weekdays Saturdays Sundays Line Route Name Peaks Day Eve Day Eve Day Eve D G E Rancho Los Amigos Medical Center BAL L E BL 607 CIRCULAR (both directions): Inglewood-40—————— N 234 16 Mountains O West Third St-Century City 2-8 6-10 15-30 5-9 15-30 7-12 15-30 Line Route Name Peaks Day Eve Day Eve Day Eve 302 Sunset Bl Limited 5-15 — — — — — — A K 119 108th St 60c —————— HERRICK S 210 Angeles National Forest FO 18 Windsor Hills-Inglewood 94 B West 6th St-Whittier Bl 3 8-10 15-40 5-10 15-40 10 15-40 200 Alvarado St 5-8 11 12-30 10 12-30 12 12-30 304 Santa Monica Bl-Union Sta Limited 5-12 15 — 12 — 15 — GOLDEN STATE FWY OR O THILL 120 Imperial Hwy-Imperial/Wilmington- 20 30 20-60 30 30-60 30 45-60 B D 608 SE ROXFORD EN Crenshaw Connection:Crenshaw Bl- 60 60 ————— SESNON RA 236 20 Wilshire Bl-Santa Monica 7-10 10-20 15-30 20 15-20 10 15-30 201 305 P D CLAY Silverlake Bl-Glendale-E Glenoaks Bl 50 70 2 trips 70 1 trip 70 2 trips Crosstown Bus:UCLA/Westwood- 30 45-60 — — — — — U LE A Aviation Station L M 39th St-Westside Av-Normandie Av VE Y 21 Wilshire Bl-UCLA 7-15 15-20 — 20 — — — D SA 202 Willowbrook-Compton-Wilmington 30-60 — 60* ——* ——* Imperial/Wilmington Station Limited A 121 Imperial Hwy-Imperial/Wilmington- 20 30 20-60 30 30-60 30 45-60 B N 7TH 611 CIRCULAR (both directions): F BIG TUJUNG Maywood- 30 30 30-60 30 30-60 30 30-60 L ER 26 Seventh St-Virgil Av-Franklin Av 10-12 20-25 30-60 20-25 40-60 20 30-60 204 Vermont Av 5-10 10-12 12-30 12 15-30 12-15 15-30 312 La Brea Av Limited-Inglewood-Hawthorne 6-10 — — — — — — NA 90 FO A Norwalk Station 236 O C Bell-Cudahy-South Gate-Walnut Park and SESNON RESE N POLK 92 ANYON 236 DO RD 92 91 TH 28 West Olympic Bl 3-5 7-8 20-30 8-9 20-30 10 20-30 IL 205 Imperial/Wilmington Station-S Wilmington Av- 10-30 30-40 45-60 60 60 60 60 315 Manchester Bl-Firestone Bl Limited 10-20 — — — — — — CE409 L F 124 El Segundo Bl 30-60 60 60a ———— Huntington Park DA BL SYLMAR W G W 30 OODLEY IN 234 West Pico St-East 1st St-Floral Drive 2-4 6-7 15-30 6-8 15-30 7-15 15-30 Artesia/Harbor Transitway Station- 316 a 94 SAN FERNANDO D Y 125 b a W 3rd St-Century City Limited 4-10 — 10-15 ———— 612 CIRCULAR (both directions): Huntington Park- 30 30 30-60 30 30-60 30 30-60 R Rosecrans Av 10-20 20-30 30-60 25 30-40 30 3 trips SYLMAR 394 A O CE573 H OY R 31 West Pico St-East 1st St 15-20 30 30-60 25-30 30-60 30 40-60 S Vermont Av-LA Harbor College- CE574 94 230 234 R 328 W Olympic Bl Limited 5-10 — — — — — — Bell-Cudahy-South Gate-Lynwood and Watts 92 A 126 Yukon Av-Manhattan Beach Bl 60 —————— Brown's AV786 239 394 W SC784 168 33 Venice Bl 8-10 8-10 15-30 10 15-30 8-10 15-30 S Western Av-San Pedro 620 Boyle Heights Shuttle 20 15-18 1 trip ———— MPA San Gabriel Creek ILB AV786.AV787 CE574 GLENOAKS 333 Venice Bl Limited 10 — — 10-15c ——— SC788 FENTON 127 ML King Jr Transit Center-Compton Bl- 60c —————— Canyon TA CE409 U CE573.SC792 37 206 Normandie Av 8-12 14-18 15-60 20 20-60 20 20-60 R SAN N LA Mountains Adams Bl 5-8 12 20-60 12-15 20-60 15 20-60 352 625 Metro Green Line Shuttle Connection: 15-20 20-30 20a ———— Park SC793.SC796 HUBBARD A Bellflower Bl-Downey Transit Center West 7th St-San Pedro St-Avalon Bl Limited 8-12 — — — — — — WINNETKA AV M SC797.SC798 K CE575 R 239 FERNANDO 168 A BEL 38 207 Western Av 8-10 12 8-20 12 10-20 8 12-20 626 LAX City Bus Center-Aviation/LAX Station- 118 RR West Jefferson Bl 7-10 16-18 20-60 16-20 30-60 30 30-60 SVC WO B 128 353 Roscoe Bl Limited 25-30 — — — — — — PORTER SC791 237 239 SC791 239 230 761 TE 233 Alondra Bl 30-50 45 2 trips — — — — C RINALDI CE573 R OR A L Nash St-Sepulveda Bl-World Way West DLE 40 Hawthorne Bl-Crenshaw Bl-ML King Jr Bl 6-15 15 15-30 6-16 20-30 12 15-30 209 Van Ness Av-Arlington Av 35-45 —————— RESEDA BL S B SVC B RINALDI Y 130 b a a 357 Western Av Bl Limited 8-10 10-12 2 trips 12 — — — CE575 IN RANCH CE574 Y U 90 OSBORNE Artesia Bl 30-40 40-60 30-70 60 60 60 60 AV787 SC791 L N 645 SC796 L 405 234 168 HERRICK N 91 42 210 Vine St-Crenshaw Bl-South Bay 8-15 10-12 12-30 15-16 15-30 16 20-30 Mullholland Dr-Valley Circle Bl 20-40 60 ————— 243 E 94 La Tjiera Bl-LAX City Bus Center 9-16 20-30 60 30 60 60 60 118 RINALDI AV787 239 VA 233 358 K 239 233 150 Canoga Park-Warner Center-Ventura Bl- 8-15 30 20-30 30 30 30 30 Slauson Av Limited 5-8 — — — — — — SC791 237 S CE573 394 761 FOOTHILL 681 118 A CE CE409 45 Galleria Transit Center Slauson-Huntington Park-Watts Shuttle 15-18 30 30 30 30 30 30 SC796 CE573 H Broadway-Mercury Av 3-10 12-24 20-60 15 20-60 10-20 20-60 BL S.F. MISSION BL AXTON 360 RONALD REAGAN FWY SAN FERNANDO MISSION 239 236 RUFFNER P PIER Universal City Metro Rail Sta Long Beach Bl Limited 6-50 — — — — — — SC791 SC791 N SC796 SC796 A 211 684 Brea Mall-Lanterman Dev Ctr-Cal Poly 35-45 45-60 50a 60 60a 60 60a SC791 237 R 90 91 FOOTHILL 46 Prairie Av-South Bay Galleria Transit Center 30 —————— D 230 FWY Broadway-Griffin Av 15-20 30-35 ————— 242 H 118 239 H 152 361 234 CE574 T 90 EASO Fallbrook Av-Roscoe Bl-Vineland Av- 6-8 25 30-60 30 40-60 30 40-60 Atlantic Bl-Fair Oaks Av Limited 15 — — — — — —

R 92 CE409 ZA VIST

HURST O 210 212 Pomona-Downtown Pomona N SIMI VALLEY SC791 243 L 168 Hollywood-La Brea Av-Downtown 6-10 12-15 15-60 12-20 25-60 30 30-60 A 94 91 48 Maple Av-S San Pedro St 5-6 30 20-60 15-20 30-60 20-30 30-60 E BRAND T GL

G AV787 ENCINO YO TSW Burbank RITC 20 60 — 60 — 60 — Z 362 SC796 SVC A Hansen Dam ORO Hawaiian Gardens-Cerritos-Norwalk- 15-40 45-60 40-60 60 60 60 60 O 394 MOORPARK H FOX WENTWORTH M 686 N C Recreation Area Inglewood-Hawthorne Arroyo Pkwy-North Allen Av 20 30 30 30 30 30 30

A 51 CAMARILLO OTO CHA ST West 7th St-San Pedro St-Avalon Bl- 6-12 20-25 25-60 15 20-60 20 25-60 TSWORTH ST HAYVEN C CHATSWORTH CHATSWORTH ST 154 a a CE575 S Burbank Bl-Oxnard St-Burbank RITC 30 60 60 60 60 —— Telegraph Rd-Los Angeles Limited CE419 A TU C

E RL 214 687 OXNARD GACAN Artesia Transit Center-Broadway/Main St 20 —————— Los Robles Av-Arroyo Pkwy 20 30 30 30 30 30 30 SVC PACOIMA LAKEVIEW AN JU D 236 CE573 CE574 E Compton Bl-ML King Jr Transit Center T NG 156 363 GRANADA Y MONTALVO A A Panorama City-Van Nuys- 7-8 15 12-20 16 16-20 16 16-20 Sherman Way Limited 25-30 — — — — — —

PAN 230 242 SAN JOSE 237 761 ON Loop-Harbor Freeway Station Mason 94 TERRACE SUNLAND A 239 V 52 TO CE573 CE419 234 233 West 7th St-San Pedro St-Avalon Bl-Artesia see 20-25 30-60 15 30-60 20 30-60 CHATSWORTH Park HILLS SC784 394 North Hollywood-Hollywood-LA City College 366 CE574 168 90 91 169 CE409 SUMMITROSE 215 W 8th St-E Olympic Bl Limited 3-6 — — — — — — DEVONSHIRE 158 CE419 CE419 158 CE419 SA Transit Center 352 Inglewood Av-Redondo Station 30 —————— Approximate frequency in minutes 158 240 L 158 T N FERN 158 158 E 158 Devonshire St-Woodman Av 15-30 60 60b 60 60b 60 60b L 370 Garvey Av Limited 10-15 — — — — — —

B F N FOOTHILL 217 Weekdays Saturdays Sundays CE419 DEVONSHIRE A 168 L A 166 53 Hollywood Bl-Fairfax Av-West LA Trans Ctr 10 20 20 8-10 20 15 20 Metro Rapid Bus Service DEVONSHIRE A Central Av 3-12 15 30-60 8-15 30-60 15 30-60 A IR 169 166 167 D U A G

166 167 M E R N LE 161 GOL DO R Thousand Oaks Transit Center- 10-30 55-60 2 trips 60 2 trips 60 2 trips 376 245 244 V E Valley Bl Limited 15-20 — — — — — —

N 240

N ER 244 245 L L C 218 b a Line Route Name Peaks Day Eve Day Eve Day Eve 240 239 O 55 Compton Av 3-10 12-15 30-60 10-12 30-60 15 30-60 Cedars Sinai Medical Center-Laurel Canyon 15 30 30-35 40 40 40 40 OUISE CE575 LDNOR 242 237 U 761 DEN STATE FWY AK

AV787 L A SH

D COMMERCE D Westlake Village-Agoura Hills-Calabasas- CORBIN N A

E 233 Y SC791 CHATSWORTH SC796 AR Y S 378 Huntington Dr-Main St-Las Tunas Dr Limited 17-24 — — — — — —

MASO S O M SUNLAND BL 58 Bl-Studio City 705 Vernon Av-La Cienega Bl 12-20 20 ————— 168 168 LASSEN MISSION HILLS 168 LETA AV AV785 N Alameda St 15 —————— ETROLINK A SHADOW 90 TUJUN Woodland Hills-Warner Center STONEHURST GA CAN LASSEN CE419 230 92 YON 381 166 AV 166 E 91 220 a a a Figueroa St Limited 8-12 — — — — — — 168 240 Robertson Bl-Culver Bl-LAX City Bus Center 60 60 60 60 60 60 60 710 a 167 168 U 166 60 Long Beach Bl-Santa Fe Av 2-4 7-10 15-20 5-10 15-20 10-12 20-30 Crenshaw Bl-Rossmore Av-Vine St 10 20 20 ———— 168 A SC794 G PA A CE409 163

KA 244 240 O T HILLS Sherman Way-Hollywood Way; 8-10 10-15 20-60 12-15 40-60 20-30 40-60

TO B SC799 N 394 245 MARILLA 243 ILBUR 239 158 San Fernando Rd Limited 12-14 — — — — — — ET O 225 a 711 b b b Cal State L L LDNOR M D 65 a a Palos Verdes Peninsula-San Pedro 60 60 60 ———— Florence Av 7-9 20 20 10-15 20 20 20 TAM AV787

W Washington Bl-Indiana St-Gage Av 20-30 30-45 60 60 60 60 60 A B

HITE OAK CE575 ANALDEN University OR D Barham Bl-Hollywood 8-20 40 20-60 60 40-60 30-40 40-60 B

V NTELOPE VALLEY LIN

E SO

INN F F SC796 W 167 AV787 167 AV787 RESEDA BL N IA O SC791 D 167 Northridge 167 R LAN O PLUMMER W PLUMMER A N TUJUNGA T 226 a 714 Beverly Bl 15-18 —————— 167 R EO TUJUNGA CANYON H 66 E Olympic Bl-West 8th St 2-7 9 20-50 3-10 20-50 10-12 15-45 Palos Verdes-Palos Verdes Drive West 60 60 60 ———— B P SU IL 164 Victory Bl-Burbank RITC 10-20 20 25-60 25 25-60 30 30-60 VINCENNES PLUMMER 5 L 167 243 L TERRA BELLA Approximate frequency in minutes 717 166 Y 230 Fairfax Av 10 20 ————— 168 PRAIRIE B E Laurel Canyon Bl 6-15 30 30-60 30 30-60 30 30-60 ZELZAH 94 68 243 E 233 W Washington Bl-Cesar E Chavez Av 7 10-12 15-60 10-12 20-60 15 20-60 Northridge S N 230 165 a a L R

Y Vanowen St- Burbank RITC 3-20 20 30 25 25 30 3 trips 245 167 167 167 O 394 169 AV787 D 158 Fashion 242 405 U 761 B Weekdays Saturdays Sundays

O S Express Service To/From Downtown LA 720 CE575 240 239 O 232 Wilshire Bl-Whittier Bl 2-10 3-10 10-15 4-10 10-15 5-12 10-15 LDNOR N 70 Long Beach-Anaheim St-Pacific Coast Hwy- 10-15 20-30 25-60 30 40-60 30 40-60

O LDNOR DARBY Garvey Av 5-10 12 15-60 10-12 20-60 12 30-60 Center L

N 166 166 SC791 W Lankershim Bl-Nordhoff St- 4-15 12-24 30-60 15-30 30-60 30 30-60

A 166 EL NORDHOFF 166 V 210 90 Sepulveda Bl-LAX City Bus Center Line Route Name Peaks Day Eve Day Eve Day Eve 740 Hawthorne Bl-Crenshaw Bl-ML King Jr Bl 8-10 20 20a 12-15 20a —— C ARLETA LA TUNA CANYON W 71 City Terrace Drive 7-10 16-18 15-40b 20-40 30-40b 30 30-50b NORDHOFF ANTERBURY E 91 Chatsworth Transportation Center 166 166 LDAR 166 NORDHOFF BRADLEY TUXFORD LA TUNA CANYON LO LA CRESCENTA

245 GS NORDHOFF E 233 Lakeview Terrace-Van Nuys Bl 8-12 12 30-60 20 30-60 20 30-60 434 Malibu-Santa Monica-Patsaouras Transit Plaza/ 30 20 3 trips 20-60 3 trips 30-60 60b 745 South Broadway 5-15 10-15 15b 12-15 15b 15 15b W 76 353 NORTH HO Valley Bl-N Main St 7-15 15 30-60 15 30-60 15-20 30-60 OR 167 OODMAN FOOT NORTHRIDGE BRANFORD AV785 HILL NO RIG Plummer St-Coldwater Canyon Av- 6-30 45 45-60 60 60 60 60 PANORAMA 92 M 167 B 363 NORTHRIDGE FW LU Union Station Express 166 LDNOR 166243LDNOR CE419 S 750 b b b HILLS AV786 152 Y LU 78 234 Sepulveda Bl-Brand Bl-Sayre St 7-14 20 20-60 30 30-60 30 30-60 Ventura Bl 6-10 12 12-20 12-15 12-20 12-15 12-20 CE575 P 236 SC794 166 Huntington Drive-Main St-Las Tunas Drive 5-20 30 60 30 60 15-30 60 Chatsworth Transportation Center ARTHENIA 237 SC792 234 CITY 166 UN ORANGE S SC791 239 237 SC799 152 D 439 751 U Redondo Beach-LAX City Bus Center- 30-45 40-60 60 60 60 60 60 PARTHENIA SC793 166 E G 236 Balboa Bl-Glenoaks Bl-Sylmar 60 60 60a 60 60 60 60 Soto St (south of Florence Av weekdays only) 8-12 12 15 18-19 20 — — 27 244 LDNOR E RIA S N 79 Huntington Drive 15-20 30 60 30 60 40 60 LDNOR METROLINK VENTURA COUNTY LINECE573 AS 158 O LE 168 Chatsworth Transportation Center-Lassen St 60 —————— SC797 L 91 240 PARTHENIA 170 R N AV787 CH PEO N A CE574 230 O Patsaouras Transit Plaza/ HASKELL WENTWORTH E 754 a a a 243 SC798 169 N Vermont Av 3-4 5-9 10-15 8 10-15 12 15 LDNOR 167 P A H AV LA CRESCENTA 81 237 Balboa Bl-Woodley Av-Van Nuys 60 60 ————— SC796 D K CE409 O Figueroa St 3-5 10 20-60 10-12 20-60 12-15 20-60 ASON 156 W NOL 169 a E B S 90 Saticoy St-Sunland Bl 60 60 60 ———— AS ILBUR 158 166 CH N M EBB Union Station Express L

ROSEMONT W O 152 353 152 169 ULU 2 761 Van Nuys Bl-Westwood/UCLA 6-10 13-14 30b 15 30b 15 30b Y 169 94 92 83 Pasadena Av-Marmion Way-York Bl 8-10 15 20-60 16-18 20-60 20 20-60 239 White Oak Av-Zelzah Av-Rinaldi St 30-60 50-60 60a 60 60a 60 60a N ROSCOE 152 353 353 SC793 SC798 ROSCOE 152 167 353 152 167 353 152 353 169 Burbank-Sunland Bl — — — 60 60a 40-50 2 trips 152 394 BRIGGS

A ALLEY CIRCLE 152 353 152 353 M 442 South Bay Galleria Transit Center- 25 — — — — — — V ROSCOE 152 ROSCOE ON 780 Hollywood-Glendale-Pasadena 10-12 15 16b ———— N T 240 C RO 84 b b b Northridge-Reseda Bl-Ventura Bl- 6-10 10-20 20-30 30 20-30 30 20-30 152 353 152 353 S GOL Cypress Av-Eagle Rock Bl 12-20 30 30-60 16-18 30-60 20 30-60 A 152 353 LDNOR 152 353 SUN VALLEY S 170 CSULA-Alhambra-Montebello Town Center- 65 65 65a ———— HOLLYWOOD FW A Hawthorne Bl-Manchester Bl-Patsaouras G 152 353 N E A 91 C 156 F DEN STA F RE

N N V OOTHILL 85 ST b Universal City

Y A E 90 169 R Verdugo Mountains GB3 Cypress Av-Verdugo Rd 15-25 30 30-60 ———— Rosemead-South El Monte-El Monte Station STRATHERN P STRATHERN STRATHERN SAN FERNANDON RD Transit Plaza/Union Station Express

O SUN VALLEY NYON A CE409 GB3

233 A N T 245 237 158 D TE FWY 242 Tampa Av 20-30 50 50 45 45 — — R 230 O LCFS 90 166 R Glendale Av-Pennsylvania Av-Foothill Bl 12-20 60 3 trips 60 3 trips 60 3 trips 175 152 363 242 761 169 U Fountain Av-Talmadge Av-Hyperion Av 5-40 40-70 2 trips — — — — 444 SC793 WHITSETT H STRATHERN CLYBOURN Rancho Palos Verdes-Rolling Hills Estates- 12-30 30-60 2 trips 60 1 trip 60 1 trip T D ON E 167 353 90

N CE575 SC798 152 O ANGELES 243 DE SOTO VAN NUYS E LU CE409 91 Winnetka Av/Mason Av 20-30 50 50 45 45 — — AK Glendale Av-La Crescenta Av-Foothill Bl 9-30 60 4 trips 60 3 trips 60 3 trips SC791 V 163 LU 176 Glassell Park-Highland Park-Alhambra- 60 60 60a ———— Torrance-Patsaouras Transit Plaza/ FLYAWAY Y LAUREL CA LAUREL 169 5

JUNGA AV JUNGA ODL 244 Metro Rail Lines 169 VAN NUYS 92 De Soto Av 5-20 50 50 50 50 60 60

O 94 169 SATICOY 169 169 169 TERMINAL SATICOY 91 OCEAN VIEW Glenoaks Bl-Glendale Bl-Brand Bl 10-20 20 20-60 15 20-60 20 30-60 San Gabriel-El Monte Stn Union Station Express 169 TU 169 Wildwood W AIRPORT SA 163 Woodbury GB3 TICO Canyon A Approximate frequency in minutes West Hills SATICOY (VNY) Y SATICOY 394 University D 94 San Fernando Rd 12 12-15 20-60 12 20-60 12 20-60 245 Topanga Canyon Bl 15-30 50 50 50 50 35 35 445 a a a 169 169 SC A 177 JPL-Pasadena-Arcadia-Monrovia -Duarte- 30-60 60 60a ———— San Pedro-Artesia Transit Center-Patsaouras 40 30-60 60 60 60 60 60 GA

OUTH AMTRAK/METROLINK Park Y

O 169 CIRCLE Medical Center O Weekdays Saturdays Sundays 237 VERDUGO N N TT WEST HILLS CANOGA PARK RESEDA 169 234 158 152 A 96 210Riverside Drive-LA Zoo 20 30 30-60b 30 60b 60 60b City of Hope 251 103rd St-Soto St-Av 26 7-12 12 30-60 18 30-60 15 30-60 Transit Plaza/Union Station Express SC793 Stough C 163 CA ELAW

ENSM KERSHIM SC798 163 Park A Line Operating Between Peaks Day Eve Day Eve Day Eve

169 OS Bell 163 163 363 363 163 363 SC793 SC798 163 CE413 LT OW SHERMAN WY 163 163 363 SHERMAN WY SHERMAN WY 252 163 169 363 R 446 A Long Beach Bl-Soto St-Huntington Drive 18-20 30 45 30 45 30 45

LAN San Pedro-Pacific Av-Wilmington-Carson- 25-40 60 60 60 60 60 60 ALLEY SHERMAN 163 SHERMAN 92 L

Y 645 A C E Canyon V BOB HOPE C V 94 AV785 S Union Station and Wilshire/Vermont 5 6 10 6 10 6 10

OU E Park 163 CE413 AIRPORT E RE Verdugo A LOMA ALTA 260 LOMA ALTA G H H GB3 254 a a Patsaouras Transit Plaza/Union Station Express 150 N 163 CE419 SC 90 Imperial/Wilmington Stn-Gage Av-Lorena St 30-60 60 60 60 60 —— N VERDUGO Hills Hospital C ID C 361 156 A K 152 UP AV786 (BUR) SUNSET CANYON R T N E EN LCFS FOOTHILL 245 LDVAN A VISTA DESCANSO Red Line M 91 LEY 394 SC794 B N GB3 ALTADENA DR Union Station and North Hollywood 10 12 20 12 20 12 20 230 R O 244 243 242 233 ARTS 52 240 239 SC792 D M N Angeles National 645 Y C T S Y ULVEDA BL ULVEDA 152 447

CE575 SC793 166 A E A A 177 255 San Pedro-7th St-Wilmington-Carson- 40-50 60 60 60 60 60 60 SHO O CE413 SC799 T GB3 Griffin Av-Rowan Av 45-50 50 50 45 45 45 45 N 761 C H LINCOLN San Gabriel

O SC797 ANYON AV Jet

LIND 165 SC798 163 LU V 268 SC791 353 BUEN C T Union Station and Wilshire/Western 10 12 20 12 20 12 20 E VANOWEN 165 165 SEP 363 MONTROSE SITA VANOWEN 165 165 W BE 165 Propulsion K HAVENHURST VANOWEN 165 VANOWEN Forest Patsaouras Transit Plaza/Union Station Express 165 B R ALTADENA C VANOWEN 256 b a K CA VAN BURBANK S A Eastern Av-CSULA-Av 64-North Hill Av 30-45 45 60 60-65 60 60-65 60 OW A H Mountains ALNU 94 Laboratory L EN 645 165 394 SS CE409 IRE

165 G SAN FERNANDO BL W E 7th/Metro Center and Long Beach 11 12 20 12-15 20 12-15 20 Topanga BIN 165 N (JPL) G R B 450X Artesia Transit Center-Downtown Los Angeles 30 — — — — — — Blue Line 165 A 161 L 258 a Plaza E YP EL 177 Eastern Av-Arizona Av-Fremont Av- 45 60 60 ————

P VALLEY EMPIRE N C AIR 264 COR 237 S

O O Knapp 645 OUISE 158 167 BURBANK AIRPORT A Brand 268 ALTADENA DR 7th/Metro Center and Willow 5-6 12 20 12-15 20 12-15 20

L KESTER NORTH HOLLYWOOD K 267 Express E AK Ranch HITEOAK S Park C Main St-Alhambra GLEN 170 ARTS 52 VE O ALAVERA

RESEDA BL 165 164 W NT 164 164 237 164 237 HAZELTINE 164 CE413 163 92 KENNETH U MA Gold Line Union Station and Sierra Madre Villa 10 15 20 15 20 15 20 Park VICTORY 164 VICTORY 164 164 VICTORY 164 363 164 363 COLDWATER 164 363 VICTORY IA MOUNTAIN RA S RY 150 C RIPOSA 460 Disneyland-Fullerton-Knott's Berry Farm- 20-30 30 30 30 30 30 30 VICTO 183 N O 259 Eastern Av-Arizona Av-Fremont Av- 45 60 ————— G WINDSOR Y 260

A O 161 L MAGNOLIA E IR A 256 MENDOCINO AK GROVE N 687

244 P AN S VICTORY 164 CE413 ID A Green Line Norwalk and Redondo Beach 7-8 15 20 15 20 15 20 OSBY E CE575 Los Angeles V CR F 361 O M Norwalk-Los Angeles Express AV787 Sepulveda Dam LDVAN K IVE O R Templeton St-El Sereno C A R C ALV W W A Eaton ERT Pierce College ILBUR VAN NUYS 230 E R ALAVERAS TOPHAM T OL P HIGHLAND 268 WOODBURY A VERDUGO R D San Recreation Area LTON M SC796 O T 264 W A Notes: VI GB3 C S O Canyon COLFAX 183 O 363 152 N L 484 ERWIN HIM A O Cal Poly Pomona-La Puente-Valley Bl-LA Exp 8-15 20-30 25-70 20-40 40-70 30 50-70 CTOR

FU CE413 L TA 260 D A 180 Atlantic Av-Fair Oaks Av 10-12 15 20 20 20 20 30 O B 90 N XNARD ST S Park W K F N LISTON OXNARD ST A AD D Y

VINELAND IG BALBOA LEY B Y 485 a c

ETKA AV ETKA AV786 154 LDVAN R LA CAÑADA 645 ALLEN ARTS 20 154 LDVAN L No service after early evening Peaks only 154 154 363 U 91 177 E 154 B Y OXNARD ST Rafael U L 485 A A N Lake Av-Oak Knoll-Fremont Av-LA Express 12-15 30 60 30 40-60 30 40-60 ALLEN OXNARD ST 236 154 MONTANA W HOL 264 150 SC792 E Altadena Drive-Foothill Bl-Baldwin Av- 60 60 60 60-65 60 60-65 60 E O R A O 92 FW O INN 243 234 D NEW YORK OXNARD ST R O R H 152 244 OXNARD ST ISO L DB PLATT 245 b d 237 BURBANK O SC797 156 FLINTRIDGE DR W O No service after mid-evening Morning peak only ALAMEDA 267 U 242 N DUG W A

167 E

UP Y R 239 B 487 645 LDWW 240 KENNETH ALE Y 256 Duarte Rd-City of Hope El Monte-Santa Anita Av-Sierra Madre- 15-30 45 30-60 60 60 60 60 OUISE CE573 154 233 166 O K A 686 IE D Hills 268 L LDVAN 260 VER A V LDVAN V D ALLEY 750 CE574 237 353 CU N 264 * 230 L SHO CE423 A LIA D 24-hour Owl service Owl Service combined with Line 55

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A 260 O LDMID PIC DOWNEY ELA CR R R 434 SM3 SM8 SM8 439 ONA FW18 M30 M70 OSSR AC AMA PO RI CH SANTA MONICA FWY CE431 ADAMS IN M E M40 OAD 7TH AV M N WALNUT AV State Beach M A PO AT M70 H O O 720 SM1 AL REGENT 53 66 720 ORD 361 270 S FT482 DON JU 60 NA WY RA OTOR M F FT274 F SM4 N 705 ELA N 6 PICO D 66 WHITTIER BL M341 FT185 FT289 T 20 IO 38 HOOVER 58 EAST M341 434 T SAN DIEGO FWY PALMS C5 M JEFFERSON 48 366 H A 38 38 2 FT493 AMTRAK/METROLINK N 333 C5 A AN 3 4T C6 FIGUEROA R M342 LIAN 60 207 R Y D M343 WCGRN 304 H 484 C3 ORENA C H 33 105 705 G A 55 O NE G 210 Santa SM12 L LOS ANGELES M343 FT291 Y SM11 220 105 R OCEAN 4 A E 357 206 W SHADOW FT853 SM8 B X STIMSO O ALMS BL IN PO Monica W A P 705 305 SIT 58 253 5 18 720 N K AD Rio

INGLEWOOD BL IO 48 FT854 TOW D R N 550 ADAMS 65 362 POMONA FWY A

A DUQUESNE C O R RODEO RODEO 51 M40 WCGRN State O O SM14 710 R 66 M341 Hondo R D IN 102 U WHITTIER BL TURNBULL CANYON 14TH LDCRN B M342 FT178 RIVERSIDE DR B A Santa B VAL Beach R 102 550 52 BEVERLY BL College G Chino GTON 608 USC LINE BLUE METRO M30 M343 FT280 O CHARNOCKSM12 OAK RAND L Monica SANTA WASHINGTON L LEY EX O EUM 102 352 65 M50 66 18 M10 M70 RFEE LPL Hills C 18TH COLIS 40 65 362 OLYMPIC 66 W IL 484 PY 434 College MONICA C1 SAN PEDRO ST DU Diamond Ranch C5 LDLS 254 OODFORD M CARREY OCEAN PARK BL C EXPOSITION O BL Kenneth Hahn 42 E M60 N SM11 17TH AIRPORT EN CE437 608 M.L.KING JEFFERSON A High School 37TH ST/USC/EXPO PARK 53 LL M40 266 MAIN 484 FT854

SM3 45 PL 102 M NW1 FT185 LA PUENTE RD A MONTEBELLO T State Rec 608 39TH 608 CENTRAL M342 K IN C3 A R FT281 CE574 SANTA ANA OLYMPIC BE S Exposition 46 M AMTRAK/METROLINK RIVERSIDE256 LINE O LEMON FT853

ED FT274 FT289 ELA C4 Area LDLS 66 W FT482 G L OCEAN 60 R R3 H M10 LES

C1 ARFIELD M 251 740 A HILLCREST NTE T FT493 Park AMTRAK/METROLINK ORANGE CO. LINE & 91 LINE 270 LOS R B 684 AIRPORT L 740 G 212 SANTA L 484 360 4 484 RIN B O 60 IN P MAR LA CIENEGA 745 55 751 M70 OBL YO FT482 P M AR

312 ALA PARK ICE N M50 O S N LDMID R ES METROLINK RIVERSIDE LINE O P NOGA

CULVER CITY N GA1 E O COGRN Santa Monica V OV S M.L. KING JR DR 40 42 COORG BEVER A 37TH COYLW 4T S 41ST BANDINI G D B VISTA R W MONTEBELLO V 33 A A ALLA ALLEY CE437 N CORED RIER ERLAND 102 S CUR N Pier H C3 L 209 LDSE H LY BL

G IN

C3 IN 41ST M70 FE BALDWIN COBLU 484 O 333 M CRENSHAW IA G COMMERCE FT178 GOLDEN E T INDUSTRY A LINCOLN 333 F C4 608 A LDSE ON TIN E IN SM2 D M10 484 BEETHOVEN M 72 FT289 J 33 LDSE 102 5 266 270 GALE IAM SM14 C5 HILLS STOCKER LDSE FT280 INDUSTRY D C ROSE B 18 FT285 WCGRN H 66 M60 SA C3 West LA LEIMERT VERNON AV VERNON AV 105 611 705 254 AND 362 FT274 IN W 105 U LA BREA IN GRAND O CH 42 M50 M20 FT285 TO I VAL R3 ALG ROVE C1 College OD NW1 FT185 LEY H TO SIERRA MADRE VILLA COBLU BE AZ ASHINGTON PL O O FT281 IL PR SM3 SE FT482

AMTRAK / METROLINK S BERNARD UN W M70 VE ROWLAND LS SUMMUN METROLINK PU 439 105 305 705 LDLS 204 45 51 CORED RLY FT482 L M50 M70 NW 265 HACIENDA P UD SM2 L STOCKER 81 VERNON LE W 484 G VED ONIS ASH OC757 KW AV785 AIN B 53 COYLW B 684 MEI L 46 754 52 MAPLE DIAMOND to Brea Mall K R L ELMIRA B A B 381 FE IN W FT493 Y

E N E VICTORIA STOCKER 48TH 608 GTO 270 FT854 VENICE V C6 C4 207 LDSE 110 745 LDPSE 611 COORG GREE H LNUT DR IN CE409 Venice O WA NT HEIGHTS

DOWNTOWN LOS ANGELESCORONEL C2 C1 WASHINGTON L L 352 N ITTIER N M N T F U OV COGRN M343 265 LOR 275 FT853

G 361 G RD LDSE BAR Beach C 305 51ST VERNON FRUITLAND PIONEER P LDB LDB 58 CE574 ERHILL LANTIC HALLIBURTON OMON COLLEGE C5 C3 BL COMPTON BL AL FT274 A F GRAND

IN W C2 357 AT 260 COGRN WT1 ANYON Y SM2 L BULL C VISTA SANTA TURN HACIENDA SC794 LADERA O ST BRADDOCK 42 LDSE M M40 SM14 F T COORG WT2 IN M10 Puente N SAWTELLE AR E CHINATOWN C5 AIRFAX 607 54TH 55TH 251 BL 54TH L ES NW1 O Dodger SC799 333 212 254 EG FT289 AB HINGTON BL S COYLW FT482 Hills T OC757 BO ALIFORNIA G 60 58 HEIGHTS R T 33 ORWALK BL WT1 ALE FT493 LDB SM1 C 312 R D FT289 Stadium AMTRAK / METROLINK WAS 220 405 COGRN COORG A M30 N Mall E 684 SC 504 LDSE 108 R ON Santa Clarita Metrolink Station- MAYWOOD P L GLENDALE BEELINE LADOT COMMUTER EXPRESS MONTEREY PARK BRUNO 76 C2 LDLS WT2 WHITTIER FT482 Y IN 206 COYLW H 266 C L 58 SAN PEDR D OLIM 108 358 LDUM 358 SLAUSON 108 358 681 WT1 A N SLAUSON SLAUSON U DLHC 45 R3 G ANGELE A STIMSON 258 B A SL AN F INNES FIGUEROA TER 376 ALHAMBRA L CE437 AUSON 607 COMMERCE M20 E FT185 FT482 Bouquet Canyon via Bouquet KINNEY 108 E 108 358 710 DIN WT2 BEVERLY BL CE 142 MP 1 SM3 108 W 90 108 358 I L M GB 1 C San Pedro-Terminal Island-Long City Hall-Alhambra Av- 46 605 AF GTC-Central Av-Brand Bl MINDANAO ALAMEDA B E 259 M70 FT285 A LDLHC O C2 108 358 108 S A E AXELLA R COMMERCE OD B SLAUSON SLAUSON 358 HP O M 110 207 51 60.251 R Canyon Rd E M60 83 County U 607 40 CART M343 T R BROADWAY LIM FT178 FT482 ADMIRALTY C3 NLE Beach Transit Mall WEST B Municipal Bus Lines Hellman Av FWY 58 BAUCHET B FT185 O FT493 BEAUDRY VIGNES PA P BR SHO C HYDE N M50 C ECHO ES SUNSET C1 ALLA L 108 52 360 SLA WA GBBR 2 CHINATOWN 305 O MARVIEW K L CE574 206 BL ON U ROWLAND GTC-Brand Bl-Central Av LDUM 55 CIFIC SO WHITE KNOLL Jail CIFIC RT C4 210 N 84 IL OU SHINGTON ONG BEACH FWY 108 L L O ONS INTE C 42A FT185 SC 790 METRO GOLD LINE HP REE E Newhall Transit Center/ E C6 681 A H 81 110 357 352 M RANDOLPH CE 409 L PA A MP 2 108 611 G Sylmar-Tujunga-Glendale City Hall-Garfield Av-Elmgate St

AM VA FOX HILLS R 710 PARK P 85 TATE IC E AL CE437 439 T R NW1 AY WT2 A HP HADLEY

PARK 110 751 S T CE437 L HEIGHTS GB 3 GAGE E PASS CA Glendale Galleria-Glendale VE EST 110 W 90 ROSA 42 GAGE 108 ALHAMBRA COMMUNITY TRANSIT DOWNEYLINK AM MARINA FWY TRANSIT 740 W L PA NYON CUTOFF INDER Metrolink Station-Olive View DLHC 607 TH GIFFORD AV 260 E 362 M 2 C1 FAIR VIEW G I LA HABRA PATHF CE 413 Van Nuys-North Hollywood- MP 3 City Hall-Emerson Av-Rural Dr A LA OU L Whittier COLLEGE 91 AUGUSTA CENTER S GAGE R E ROAD M10 4 EVERETT ED 58 FAIRV GAGE TLAN A M20 S College-La Cañada Flintridge- IEW 361 P B PHILADELPHIA Medical Center/Sylmar 55 110 A College 45 EASTERN ND ALB EN 607 204 681 H Cal State Metrolink Station- DLNW Northwest Route Burbank D 94 N A MARINA 110 48 265 57 302 76 JEFFERSON C6 209 81 46 110 254 MP 3 City Hall-Garvey Av-Atlantic Bl T E CENTINELA E 58 A 754 FLORENCE 110 L SA O P RK HP M30 Schabarum JPL LPIN 96 CE409 W VILA 378 VIA MARINA LDUM HP 266 N Main St-Chapel Av SC 791 Santa Clarita-Chatsworth L PA 745 611 RFIELD M50 B 304 CENTENNIAL P A 220 381 GAG O DLNE OC757 CE 419 PA B 376 370 DEL E Northeast Route R Chatsworth-Granada Hills- E HIG A LDUM FE HUNTINGTON PARK S 394 79 110 YDE 108 W Park A MP 5 CSULA-Corporate Center Dr- R Y H GA M50 N FT285 78 110 439 FLORENCE S E PENN D A 110 305 111 711 110 L HIT B A FLORENCE AV 305 FLORENCE A PA OA LDLHC 71 U M60 R GB 4 Chevy Chase Dr-Broadway- Metrolink/Amtrak Station- CESAR CHAVEZ 70 VIS FLORENCE AV S ALG THFINDER D KENSINGTON W 76.90.91.94 B E O Valley Bl-Vega St-Fremont Av Mission Hills B94 68 REY E HP N G NEW SO TIER BL DLSE N DEPOT E H FIJI CE574 R Southeast Route Atlantic Bl-Riggin St A N 110 HILL DW O BELL I N C Y B CE413 96.394 H ILCOX 611 GAGE M Warner Center (n/b in am,

ALPIN L COLIMA 33.38.40.42.68.70 T A 111 711 BELL PUENTE ALE 304.370.378 Proposed Stop 212 Glendale Galleria A ER I CE 422 Loyola 305 111 711 W A 111 611 612 USC -Downtown Los Angeles- E L 740 IA A B PICO RIVERA D 684 CE419 607 312 BG1 M50 K DLSW Southwest Route Y L 711 ANTELOPE VALLEY TRANSIT

Marymount W SFTRA 71.78.79. IN 439 442 444 612 FLORENCE AV MUNICIPAL AREA EXPRESS (MAX) s/b in pm) VEDA BL 405 111 745 745 210 SS 53 GARDENS 108 NW1 HILLS ORANGE FWY PIC

RN M30 108 275 HILL PL S L GB 5 Hollywood-Sherman Oaks- LYON C DLHC 434.439.442.444 University 40 E ONER W Edison Comm Cntr-Pacific Av- BUNKER 108 445 446 BG1 A O UNION STATION O 51 SANTA SL SHIN SHA 265 SFTRA KELLER MAR VISTA TE A 439 C6 N G LDB L 710 R 362 US TON AV 1

S Lancaster-Palmdale SC 792 N R3 447 450X 111 JAB O L Santa Clarita-UCLA/Westwood - EPU 445.446.447. CE437 D 52 NADEAU 711 N A Warner Center-Thousand Oaks MX 2 EN 251 E Palos Verdes Pennisula- ALPINE MAIN DUARTE TRANSIT

SEVILLE

80TH AN S C MARION LDD PATSAOURAS 220 CE574 E DOWNEY 270 Hoover HS

GR SC794 SM3 R V U

VERMONT V NW1 LAMB

W 460 550 N LA TIJERA 110 M50 A H INGLEWOOD P 266 C 305 5 SFTRA R A SANTA ANA ST 681 CART DLNW T AND N AV 2 Century City (n/b in am, 45 CENTRAL HP M50 A 484.485.487 NORMANDIE Antelope Valley Mall-East (Reverse Rush Hour Service)

BROADWAY TRANSIT PLAZA 8T GA1 CE438 N 254 Torrance-El Segundo RAMIREZ IE 270 A CARROLL ORD A 42 AV 352 611 ALIFORNIA CLARA DU BLU

LDB S Huntington Dr-Highland Av- L M10 GB 6 ERT

1 CE C Y SLAUSON

IR TO Edison Comm Cntr-Colorado St- SUN 46 489.490 EN 207 206 CE448 612 ROSEMEAD BL

OR A P s/b in pm) HILL (AMTRAK, METROLINK) SANTA ANA ST CUDAHY W YO FL SUVA 362 WT2 Palmdale CE 423

KENSINGTON Newbury Park-Thousand Oaks- MX 3 R M 60 San Pedro-Torrance-El Segundo EMERSO T1 T2 BOYLSTON 83 O 357 F 270

VUE CE413 P Sunnydale Dr/Las Lomas Rd

O CART 275 BARTLETT L S DLNW DLNW M60 Glendale HS

DLHC 115 SM3 115 315 442 115 315 442 C FIRESTONE 360 SFTRA BELLEVUE 84 MANCHESTER MANCHESTER MANCHESTER 115 315 A BG1 ER SL SC 793 MANCHESTER 115 315 N CART 265 M60 SFTRA A WHITTIER B AV 3 Antelope Valley Mall–East Woodland Hills-Encino Santa Clarita-Van Nuys-Sherman CE419 LDB TA 681 SOUTH GATE SALT 266 IV U MX 3X San Pedro-El Segundo Freeway UMET 42 42 F UT FLO 111 S DU GRE 684 L G R O LINA Huntington Dr-Highland Av CA 85 115 E SCO DLNW ALLATIN DLNE N GB 7 Western-Stocker St-College CESAR CHAVEZ SM10 ANA FWY SM3 215 115 315 305 AV 751 LAKE RE CE 430 Oaks (n/b in am, s/b in pm) T Lancaster OC757 OTIS NC TER Pacific Palisades-Brentwood Great Western WILEY BURKE DLNW IEL ATA Express R 265 L C LDMSB Otis BG1 E AV C R O 444 445 E 304 HILLCREST 211 Forum 612 D

P PAIN WT1 STATE ARFIELD A AB GB 11 SC 794 WESTCHESTER L BOSTON UNION STATION College of 210 G R AV 4 GTC-Brand Bl-Civic Center CE 431 Santa Clarita-Los Angeles Union

MARKET 90TH 446 447 212 M 115 M30 SANTA FE 72 Avenue K-East Lancaster EAST LOS ANGELES SHUTTLE Westwood-Rancho Park-Palms IR T 92 DLNW LK BL TA University of LDUM 51 315 611 CART R G

Art Design A N A

C6 EUCALYPTUS E N 2 4 Playa 710 450X 460 EL E F LAMBE NORWALK TRANSIT 302 SA 92ND 92ND A 270 304 KWY West Los Angeles 52 FIRESTONE W A

OLVERA ST OLVERA P 111 Metrolink Express Shuttle Station/Patsaouras Transit Plaza ESTER SOUTHERN 258 S E AV 5 (El Sol Shuttle) CE 437 40.42.58 CH 550 GA1 42 DLNE SPRINGS R LA HABRA Venice-Marina del Rey- DLHC del WEST TELEGRAPH362 PIONEER NW1 L Quartz Hill-Lancaster 33 O 45 352 115 DOWNEY RD N M RT 48 ALAMEDA 315 OOD B E U L 439.444.445 Rey ARBOR VITAE CE438 CDWTS 259 DLNW S SFTRA N WT1 WT2 NW I Rio Hondo-Norwalk-Bellflower

A ARBOR VITAE HOLLYWOOD 101 740 LDD 46 A SFTRA E L SC 795 302 83 OS ANGELES A B 2 2 HILL LAX CITY Hollywood Park R Culver City Newhall Transit Center-Vincent

E BROOKSHIRE GB 12 220 FIGUEROA Transfer Center BOS 101 N E GTC-Burbank RITC via San FWY TON 60 CE448 681 SO T G R ELA Montebello-City Terrace-East Los 446.447.484 R UTH DLNE T 439 745 ERN LAN R CE422 4 LOS ANGELES BUS CENTER Racetrack COLDEN 254 A Y CE423 FT481 B NW 2 439 ESS 55 DLNW 360 T1 T2 612 115 LAKEW A SFTRA Civic Center-Metro Rail Station Grade-Acton Metrolink Station- TEMPLE 485.490 A 315 3RD CE 438 Redondo Beach-Hermosa Beach- N AV 6 VISTA DEL MAR 209 N 81 53 ILLS Fernando Rd-Flower St Metrolink CE423 T Antelope Valley Mall-Littlerock 2.302 L M Angeles College-Cal State Los 60 LDWTS YO A FT285 IC 442 96TH N A 7 INTERNATIONAL AIRPORT IS T 60 DLNE F M50 11 AY 439 381 305 R H SFTRA 275 COMMERCIAL 117 T GUNN WT2 NW 3 LIFORNIA Bloomfield Av-Norwalk-Santa Fe Lancaster Metrolink Station W 10 302 REPUBLIC CENTURY 117 VA 681 CECILIA CHEROKEE 362 El Segundo LDB BUSW CENTURY O Express Shuttle 360 447 103RD ST Y 605 WT1 W AV 7 Quartz Hill-Antelope Valley Mall Angeles 103RD TWEEDY CA 260 SFTRA HITTIER BL 360 ARCADIA (LAX) L FOR H LDD CENTURY 117 LDUM 117 Springs Metrolink Station FIRMIN T MOORE 446 WEST 625 103RD CE 448 SC 796 Santa Clarita Metrolink Station- AY A Rancho Palos Verdes-Lomita- EDGEWARE E RLD W WO B E 119 TWEEDY 117 361

G FLORENCE AV AV 9 FT481 LDMSB 740 W G CKSON 204 TELEGRAPH Antelope Valley Mall-Lake Los N Whittwood 101 444 AREY E 60 270 B VER 111 HAHN TROLLEY (LA COUNTY) IT JA R 211 EL MONTE TROLLEY NW 4 BIXEL N Wilmington-Harbor City Imperial Highway-Norwalk-Santa Warner Center 754 O O 206 Mall

O SFTRA 117 ES 442 T 220 V 119 LDWTS 360 251 DLNE NW1 SFTRA 625 215 O DLSW DLNE FT285 YL

FT481 H 212 19 D Angeles ION A 111

H SFTRA CIE

T B A T

439 D SFTRA 220 TRAL SFTRA ROADW Fe Springs Metrolink Station-

A MILLS 439 RU S 111 CE 534 SC 797

W 265 EM BLU LH1 O DOUG CLOVIS Union Station-Century City- IM Santa Clarita Metrolink Station- IA 108TH 751 N Peck Rd-Hemlock St-Cogswell Hahn Plaza-124th St/-

L 108TH 108TH A

TO SCOTT O 232 V WATTS AV 11 RT Avenue I-Lancaster Transfer 10 362 OL

H OR

33.70 A R3

CEN W 11 PERSHING E 92 ALISO Stonewood B AY C 111 Metro Rail Station N VIGNES E 119 212 119 119 254 42 Westwood (Reverse Rush Hour T8 119 MARTIN G WT2 UCLA/Westwood-Century City F SFTRA 1ST H Rd-Ramona Bl-Santa Anita Av DUCOMMUN C6 S Willowbrook Av 76.78 484.485.490.497 110TH 81 N ARM 111 BEAUDRY SANTA WT2 LDWTS E Center A G LAS LUT LA Cathedral GL ABBOTT Center A LAKE

612 AC HAWTHORNE 110TH 207 LDWTS LYC IV P NW 5 NT 79.94 IN 381 745 R 115 CECILIA Service) Rosecrans Av-Metro Rail Station 40 ANA HE DLNE 111 SC 798 CENTURY A Santa Clarita Metrolink Station- 4 210 275 111 BE EM GRE Mountain View Rd-Elliot Av- LH2 Hahn Plaza-123rd St-Central Av 357 53 WT2 S CE438 439 AV COMPTON 305 R KIN 710 Rancho AV 12 96.376 Federal 42 A IMPERIAL 625 105 LITTLE 270 SFTRA LEFF Avenue J-Lancaster Transfer CE409 LE 120 710 120 HARBOR FWY 120 TE M50 INGWELL CE 549

209 R 60 LA P 211 206 53 IMPERIAL Los Amigos LAKELAND A LA HABRA BL Sherman Oaks/North Hollywood- 378.434 M IMPERIAL HWY 612 OLD RIVER SCHOOL 115 LE Newhall Metrolink Station-Van V IT Garvey Av-Mildred St-Ramona Bl BLOOMFIE ORANGE COUNTY TRANSPORTATION

Building 58 E 120 IMPERIAL/ G LH3 ER

612 EE BIXEL M T 121 Medical DLNE GR Center Hahn Plaza-ML King Jr Hospital 360 Music 2.4.10.11.48 IMPERIAL 315 N E 40 120 120 121 NW2 E A Burbank-Glendale-Pasadena COURT 445 D 220 439 625 CE438 WILMINGTON Center EY A FIRES PH Nuys-Sherman Oaks

445 M VISTA LA S W GA2 445 Center LDD 53 ARAMOUNT BL BAK A W EM ORA 92. 445 117 PION Ferris Rd-Durfee Av-Klingerman AUTHORITY 302. TEM 119 CENTURY FWY 117 P DLSE R AV 92 445. PLE CE431 NASH 121 Lancaster Bl-Antelope Valley

A CE409 CE409 CE438 AVIATION/LAX 215 College 105 OWN TONE IE LEFFINGWELL CE 573 Mission Hills-Westwood-

C 28.90 TEM 126 METRO GREEN LINE D V SC 799 MAIN CE409 2 PLE VERMONT 612 DLSW & GRAY UDE NW2 362 111 HUNTINGTON PARK EXPRESS Santa Clarita Metrolink Station- T8 CRENSHAW HARBOR FWY STEWART LD St-Peck Rd-Tyler Av CE423 2.4 free shuttle DAY OC 1

DEL MAR

60 91.92 31 442 204 AVALON 55 LONG BEACH ST NW1 111 Mall Long Beach VA Hospital- COLTON CE423 CIVIC 4 JUDGE JOHN 626 105 120TH 48 460 120TH 119TH BROOKSHIRE NW3 Century City MARIPOSA to LAX terminals TLANTIC HARBOR FWY CE430 45 94.328 City 740 120TH 126 Downtown Los Angeles (7th & LYC A 117 HP 360 33 460 IS COMBI-Neighborhood circulator FREMONT 10 M

AISO ST LLEY EM RED San Clemente LDMSB MOCA at L A 121 266 127 AV 95 Avenue L-Quartz Hill High School Arden Dr-Lower Azusa Rd- EDGEWARE Hall L R 46 333 & ORR FIGUEROA CE431 92 TURNER MX2 120TH 209 53 LDWTS T CE 574 Sylmar/San Fernando Metrolink 434.439 BANNING T HAWTHORNE U IN 265 DLSE VA Spring Streets) CENTER 11 S MARIPOSA G LAKEWOOD BL 275 LDB 394 The Geffen 1 MX3 B ARDENDALE CE437 68 124 CE438 MUNICIPAL WRIGHT HP OC 30 DWP 48 333 442.444 626 BROADWAY 45 214 51 CORTLAND LU MARTIN AV 96 Littlerock High School-Littlerock Hemlock St-Peck Rd-Cypress Av- Pacific Bl Shuttle Cerritos-Anaheim via TOLUCA 484 G GRAND CE574 209 124TH LYA THER Station-LAX (Sepúlveda Bl & CE438 302 Contemporary 31 AREY SM3 405 AIRPORT 46 LH1 LYC LYA LUTHER NW2 81 434 446.447 30 52 KIN 117

CE448 14.78.79 485 124 124 C6 ATHENS 214 124 G KING Tyler Av-Ramona Bl Century Bl)-El Segundo Orangethorpe Av SANTA FE SPRINGS TRAM CIVIC 740 Japanese ES JR DLSW AV 97 GLENDALE BL 110 DIAMOND SC799 352 LYD 121 IMPERIAL HWY NW4 NW4 NW4 Antelope Valley College-Antelope 376.378 302 487 T1.T2 HEWITT EL SEGUNDO 124 460 MAIN 121 DLSE IMPERIAL LA CANADA FLINTRIDGE SHUTTLE SM10 745 American BL EL SEGUNDO BL EL SEGUNDO BL 124 ST PEDRO SAN EL SEGUNDO BL LH2 LYNWOOD 265 NORWALK/ HOPE CENTER 490 Dockweiler LH1 DLSE NW4 EM YEL Tyler Av-Fineview St-Magnolia CE 575 OC 60 Long Beach-Tustin via SFTRA Little Lake Park-Lakeland Rd 439.485 1ST National Museum 125 LYB 117 362 NW4 IMPERIAL Valley Mall Simi Valley-West San Fernando 14 714 ROSE State 124 124 126 124 DLSW FIRESTONE SANTA FE SPRINGS ALAMEDA LCFS COM1 WILLOWBROOK 460 NW4 SS LH2 COM5LH2 265 Foothill Bl (see GB3) 714 1ST EL SEGUNDO 110 LH1 MONA Westminster Av-17th Street 14 Beach E GA1 LA MIRADA St-Elliot Av-Valley Bl- Valley (Warner Center) 210 WAY LH2 60 CAR METRO GREEN LINE AV 785 Antelope Valley-Downtown Los N LIN Y FWY SANTA MONICA MUNICIPAL BUS SA R

Y MX3X U EL SEGUNDO STERN GA2 GA2 NT 105 N CE

AIN 30.31.40 HAWTHORNE 444 360 NW3 ES OC 701 Walt A D 710 LYC Huntington Beach-Downtown Los 232 A 460 NORWALK

N M 260 Santa Anita N ORMANDIE LAKEWOOD V Angeles-Union Station BIXEL

LONG LONG 60 2 WILLOWBROOK UD LA PUENTE LINK W 445 TA

N 135TH T2 FIGUEROA 275 LADOT DASH (BIG BLUE BUS) FT481 Disney ONIZUKA 40 209 BROAD FOSTER 42.439 135TH 135TH 135TH 53 361 NORWALK NW3 R D Japanese 58 135TH

OOD AV IN 125 T Angeles (n/b in am rush hour, MONA 446 205 360 442 FE 460 ANTONIO Concert A COM1 COM3 265 M50 FOSTER AV 786 EM SH Shuttle-Flair Business Park-Civic BULLIS Antelope Valley-Century City-

OLIVE LDA OA

Village 439 CENTRAL AD RA NW2 LPL THORNE BL 214 COM1 125 LDA

M 447 460 R3 GRAND Plaza de Hacienda-Main St & HILL 740 211 Route A: Little Tokyo-Staples Lincoln Bl Rapid T8 COM5 BEACH BL DLSE Biola

G 439 Hall R 45 DLSE s/b in pm rush hour)

GLEW

RAIRIE 45 202 42 ELF SPRING BFORA B Plaza CE438 127 NW5 LB172 SAN 450X T1 N BL University TA BEVERLY BL DOUGLAS CE574 P 46 COM3 LYC BFGRE West Los Angeles/Fairfax/ Center-El Monte Bus Stn

IN 1 125 LA MIRADA 14.37 GA1 HAW 46 445 LDCHS 2ND LDA METRO GREEN LINE COM5 TLANTIC BFORA N CH Bamboo St Center-Los Angeles Convention SM 1 LB173 A

LDCHS YUKON A Venice-Santa Monica Bl-UCLA

550 W D 2ND 214 COMPTON COM1 125 OC 721 Fullerton Park/Ride-Downtown

SA 76.78 GA4 125 ROSECRANS OODDRUFF BEA

L IE LO CE448 Santa Monica Bl 125 AVALO S W A AN V Center 125 LWEX ROSECR W 460 NW5 ROSECRANS NW5 R 79.96 OSECRANS ROSECRANS 125 LWRES 125 125 ROSECRANS 125 125 FOOTHILL TRANSIT Los Angeles (rush hour only) SM 2 E S ANGELES ST R ILM Venice-Wilshire Bl-UCLA WITMER 2.4 AV785 NW5 NW5 M S COM1.2.3.4.5 125 AV 787 LAWNDALE BEAT S Antelope Valley-W San Fernando E 376 AZUSA TA 125 LDB Route B: Chinatown- LITTLE A IN NW1 60 KOSCIUSZKO WY 10.11 GA1 215 40 442 211 ROSECRANS COM3 PARAMOUNT SANTA ANA FWY N OC 757 Pacific N SM 3 PAER LLEY Santa Ana/Brea/Diamond Bar Aviation Metro Rail Station-LAX 378 405 GA4 COM1 GTON FT 178 Puente Hills Mall-El Monte Stn M40 LWRES GA1 LWEX FO ROSECRANS Valley 360 48.81 LDA 740 PE LB7 VA LWEX Lawndale Beat Express Financial District

Stock HEWITT 442 439 R COM1 COMPTON BL DR Park/Ride TOKYO LWEX 126 RD DOWNEY 460 302 126 215 GARDENA D M50 City Bus Center-Lincoln COMPTON BL Exchange 444 CE438 AV COMPTON 127 COMPTON BL 127 SOMERSET LB172 FT 184 Duarte-Monrovia-Arcadia EMERALD Manhattan LWEX LWRES LWRES O ST NW3 ORANGE CO. & 91 LINE LDC HUNTLEY 381 MARINE GA1 GA2 BFBLU BFORA NW3 NW5 ROSECRANS LWRES Lawndale Beat Residential Route C: FInancial District- 446 State MARINE MARINE MARINE 127 BFGRE LB173 NW2 5 BEACH CITIES TRANSIT (BCT) Bl/Montana Av/UCLA M343 16 HIGHLAND 51 COM4 NW1 CE419 IA FT 185 PALOS VERDES TRANSIT D M342 444 51 GA3 E 127 362 EXCELSIOR Azusa-West Covina-Hacienda Hts South Park 447 3R Beach GA1 C 266 M50

MIRAMAR 3RD M341 LWRES F COM5 A

58 GA3 McNAB AV BCT 102 SM 4 REDONDO METRO BLUE LINE NW1 M40 445 COM4 A 265 BFGRE NW2 Redondo Beach Pier-Redondo San Vicente Bl-VA Hospital- C T2 BEACH C COM5 COM4 MIRAMAR FT481 484 SAN PEDRO LDA LAWNDALE REDONDO T 260 BFORA 460 LONG BEACH TRANSIT 316 MX3X GA4 A via Irwindale LDD PVBL 16 16 E MANHATTAN BEACH MX3 205 N 605 LB172 NW2 Route D: Union Station/ Blue Route: Lunada Bay - Palos 2.4.30 16.28 316 446 52 ARFIELD

14.37 OMAR N LWRES TLANTIC 485 BCT102 A 361 ORANGE

COMPTON G Westside Pavilion A Metro Rail Station TR 126 GA1 GA3 S 128 ALONDRA

E LB173 NW3 76.78 487 31.40 33.38 316 126 126 447 214 214 352 AIRPORT ALONDRA 128 FULLERTON South Park Verdes Library CE534 P A MX3 107 MANHATTAN BEACH BL GA4 GA3 128 128 128 NW3 128 128 FT 187/ Claremont-Glendora LB PL Pine Av Link via Downtown

O L 450X FT481 79.96 489 42.45 55.70 ALAMEDA LB91 ANAHEIM BCT 104 Redondo Beach Pier -Del Amo SM 5 W Los Angeles-Century City-Pico

ER V

H BOYD COM2 MX3 GA4 GA3 COM2 COM4 ALONDRA AMTRAK/METROLINK LDE PVGL Angel's 46.68.70 71.81 MANHATTAN BEACH BL 126 550 ALONDRA AK LB93 189 Pasadena Route E: City West- Gold Route: Golden Cove Plaza - 376.378 NTIC LDF 490 LD LB A M40 ION El Camino LB92 Cerritos ORANGE Passport A-Ocean Bl-Belmont BOYLSTON ARDMORE 161ST NW1 COUNTY GA3 CE448 53 202 60 NS Fashion Center Bl-Pico-Rimpau Transit Center D A GE 3R Flight 302 83.90 GA1 GA1 LA U BELLFLOWER 442.444 L 714 College College FIE 316 M342 M343 4TH LWRES T1 H N SANTA ANA Fashion District Miraleste Plaza AV 360 MIDWAY ST VIAT COM5 LB22

M341 AT M

OSAGE 16 CALDWELL COM2 COM4 A NW3 FT 190 53 91.92 GA2 B Montclair-Pomona Fairplex, Cal Shore via Downtown NA MALVER

740 A LDMSB 446.447 AV785 40 O SM 7 M40 BL LB21 D TUSTIN Pico-Rimpau Transit Center-

55 O 211 GARDENA COM4 NW3 O 202 OR BFGRE CR1 316 BL O 362 745 94 442 GARDENA BL CAH GREENLEAF LB62 460 BALDWIN PARK TRANSIT LDF Route F: Financial District - PVGR Green Route: Palos Verdes -

484.485.487 FT488 16 MX2 O BL BCT102 GA3 GREENLEAF 166TH BL CR1 CR2 IRVINE Poly via White Av LB C 4TH 16 DO BEACH 210 W Passport C-Downtown-Aquarium- Santa Monica via Pico Bl CLARK 232 FIRM 740

SEPULVEDA BL SEPULVEDA 489.490.714 FT492 214 E

AN T1

4TH LB7 275 N LAGUNA NIGUEL/MISSION VIEJO Exposition Park-USC T Compton ALK Miraleste Plaza

K R

316 REDON RAL

HERM STUDEBAKER BP P

16 316 LWEX T5 T5 Y M Pumpkin Line N A

A CR2 Y GA1 FLOWAVISTA LV W E

FT494 A FT 191 LUCAS College RN Pomona-Cal Poly via Orange

CAH L O ARTESIA SAN JUAN CAPISTRANO 53 KE NDO BEACH Queen Mary SM 8 53.55 A 328 710 ARTESIA FWY Main St-Ocean Park Bl-UCLA EEM ONG BEACH FWY 60.360 W T8 T6 A

DELTA M COM5 LDBC 316 GA3 205 OR

BUNKER VIEW LEY M341 GA4 52 130 L CR1 Beachwood Canyon PVS W COM5 BFORA Silver Route: Palos Verdes

CENT

MAIN

R BL BELLFLOWER N

ARAMOUNT BL ARAMOUNT SAN CLEMENTE OS

AN NESS

FR BP T

55 60.360 333 AD T6 UT ST 91 Teal Line

MARYLAND E WALN

D EM

P 362 WESTERN 362. 439 V Grove Av

S CR2 O 91

T1.T2 V 352 LB D VAL

O SM 9

A AV GOULD 130 LWRES TESIA BL A R FIGUEROA A 130 ARTESIA BL Passport D-Downtown-Belmont Pacific Palisades-Colorado Av 394 R NW2 OCEANSIDE ELA 362 439 WINSTON NW2 H Boyle Heights Library-Lunada Bay Plaza

O Y

445.450X HILL HOP 130 210 444 ARTESIA BL B GARDENA FW CERRITOS S E 18 53 362 720 BCT102 HARBOR FWY LA Center 445 16.18.55 PERSHING R 434 ARTESIA BL 130 FT 193 Pomona-Cal Poly via 9th St B 55 91 91 260 361 LB61 BELL GARDENS TRANSIT Shore-CSULB-Los Altos LDCS PVW SM 10 Santa Monica-Los Angeles Studios LDD BITTERLAKE 53 130 202 260 361 260 361 LB52 LB61 ARTESIA BL 275 460 Chesterfield Square White Route: Palos Verdes 450X 316.362.460.720 SQUARE 720 362 439 130 T8 130 444 GA2 LB51LB52 SANTA FE CR1 275 TOW 16.18.53.55 5TH ARTESIA BL CAA 205 66 ZAP LB63 66 ZAP BFBLU COMMONWEALTH FT 195 Pomona-Cal Poly via Reservoir St CE438 GRANT I 130 130 MANCHESTER BG1 LB 1 Downtown-Wardlow Metro Rail Freeway Express ALBERTON COM5 ARFIELD CR1 NE CNTR Bell Gardens Town Trolley LDCRN Library-Malaga Cove Plaza, 316.362 T5 SUSANA BFORA BFBLU CR1 Crenshaw ARTESIA TRANSIT CENTER COM5 LB61 G NW2 5TH TORIA METRO BLUE LINE CITY GALLERIA AT Galleria at SA VIC HARDING CR2 CR2 N MX3 130 VICTORIA LB62 CR1 W FT 269 Lunada Bay School SM 11 14th-20th St Crosstown Loop HERMOSA BEACH MX3X DIE 52 202 El Monte Station-Montebello Station via Easy Av LDCHS SOUTH BAY South Bay GO GA2 GA2 265 266 CR2 N WHITAK City Hall Shuttle DGE F LB63 362 NW2 ER BELLFLOWER BUS 5TH BCT102 PRAIRIE W 182ND 183RD

33.92 Y TT AVALON WEST 55 Riordan Central CAA VICTORIA ER SM 12 O Town Center Robertson Bl-Palms-UCLA

RIN LB 7

ONT ESCT

LDB Home Depot Center ST Downtown-Rosecrans Av via

5TH Library 316 N El Sereno-City Terrace PARAMOUNT EASY RIDER E

60 19 K BFBLU 460 LB91 VIE LLEY Blue Route P Soccer Stadium LB7 LB21 LDC 434 Los W GA1 R FT 272 SM 13

VA Duarte-Baldwin Park- Westside Pavilion-Cheviot Hills

16.18.55 O ALKER Orange Av LDFX 360 BL 18.53.362 Y TLANTIC LB93 CR2 Cerritos Fairfax PAER

GA1 S E CAE Paramount A

FREM 275 FT481 W L YUKON 190TH BFGRE P Cal State University WILM 720 V 405 MX3X SOUTH LB192 LB111 LB112 SOUTH LB92 Green Route P MX2 Center ARMENITA PIONEER 6TH 450X I GRIDLEY ARTESIA 316 316.362.460.720 6TH A E 720 ST PAU R 18 460.720 18 53 362 720 CAH C West Covina SM 14 232 C 18 16 16 6TH L Dominguez Hills LB 21 DHPER Highland Park-Eagle Rock Bundy Dr-Centinela Av T T2 ORANGETHORPE Downtown-Cherry Av- L 190TH SOUTH L 190TH Y PA 66 ZAP E A IN BFORA U LB93 Orange Route 18 IT UNIVERSITY IR FULLERTON Y N LB22 LB111 PASADENA AREA RAPID TRANSIT A A LB61 LB111 FT 274 C GT UL West Covina-Industry-Whittier B 190TH T6 T2 445 D LB101 LB173 460 Garfield Av/Alondra Bl LDHWD Hollywood (Sunset Bl- A 316 192 ND CAE LB112 PARK & RIDE IX SIERRA MADRE ON AV LB62 LB112 ARTESIA FWY V BEAUDRY S L 720 444 BRENNER 710 CR1 SYSTEM (ARTS) ALENCIA OS ANGELES RIVER LB103 Good LDB E 2.4.30 O LB91 91 D BL LB192 LB63 MARKET 265 CANDLEWOOD NE BL 110 L 60 BURBANK LOCAL TRANSIT (BLT) FT 280 Azusa-Puente Hills Mall via Fountain Av) L RON TA LB 22 E T8 W 205 H I 195TH Downtown-Cherry Av- Samaritan 31.40 L STANTON SMC P FT481 Y A 360 Sierra Madre Villa Metro Rail LDB FT481 N ARTS 10 A R 205 Colorado Bl-Green St-Del Mar H

JEWELRY 213 446 E FINANCIAL E LB111 LB112 20 BEACH C L LDHWH S SHATTO Hospital 42.45 20 130 B THOR CAA LB51 LB93 LB172 CR1 CR2 MD Burbank RITC-Media District Azusa Av Hollywood-West Hollywood IF LB101 M A 265 N ALL Downey Av/Alondra Bl HARBOR 550 E ANAHEIM

AN NESS TURMONT 447 R Station-Sierra Madre Community

IC E

21 D V LB52 LB22

46.48 SPRING 439 PROSPECT 460 Bl-Allen Av A

TR CAA 7TH/METRO CENTER W Lakewood LB103 21 N R T5 266

HAW LB173

O C WILSHIRE T5 N LDHW DISTRICT DISTRICT C FT 281 Hollywood Bl-Wilshire Bl LIV C DEL AMO HARBOR LB192 NHS Glendora-West Covina- CE438 M TORRANCE CHERRY North Hollywood Metro Rail 68.70 E Center Mall LB 23 Loop O O Downtown-Cherry Av/Carson St C IA C ARTS 20 AS CNS Fair Oaks Av-Glenarm St-Arroyo ATALIN D T2 MX3 720 7TH 302.740 DEL AMO DEL AMO DEL AMO TLANTIC DEL AMO DEL AMO LAKEWOOD LDE A LA PALMA AV 460 LSKE BLOOMFIELD LA PALMA AV King Bl East T BCT102 GATEWAY Station-Media District Puente Hills Mall FT494 7TH MX2 405 LB101 DEL AMO LA PALMA AV FT492 60 360 IN LB 45 Anaheim St Crosstown Pkwy-California Bl-Lake Av- LDE LEAFWOOD LB191LB112 LB191 A SIMI VALLEY TRANSIT HWY 460 FT481 A MAPLE COLUMBIA GA2 GA2 205 CAD CAG LB191 LB192 FT480 M CAD CAE CAG FT 283/ LDLS Leimert Park-Slauson Av

L LB191 West Covina-Covina- 489 LDE CE409 20.21 20 21 26 51 52 60 A Woodbury Rd

LDE 352 ZA 360 LONG 26.51 D 487 METRO RED LINE REDONDO BEACH 107 E CARSON CIRCUIT LB 46 Downtown-Anaheim St E 21 N TORRANCE BL LB91 SV C F 20 T5 L Simi Valley Civic Center-

10.11 EAR 26.51 A DLHC

M Knott's A

439 52.60 A LB173 LB191 284 San Dimas Lincoln Heights-Chinatown I 232 B LB191

A ESTERN 439 D T 460 To Disneyland ARTS 31 7TH LDC T6 L Sierra Madre Villa Metro Rail 352 L BEACH BL D Berry 52.60 N CA A 48.81 W LB7 Cal State Dominguez Hills BCT102 O 52 445 T8 A O LB101 LB 51 Chatsworth (Lassen St & 360 A CENTRALIA LB101 Downtown-Artesia Metro Rail

51 N 450X DOMINGUEZ O 26 CE419 352.360 GA1 LA Redondo S LB111 LB191 CRESCENT Farm FT 285 LDLF Los Feliz 302.381 130 T3 CAE G Puente Hills Mall-La Habra via

W Station-Altadena Dr-

450X TORRANCE BL T2 T3 A Beach 445 CARSON ST

460 GRAN LDA Flower LB93 CA B Keystone Topanga Canyon Bl) M 51 R Station via Long Beach Bl

Pier K CENTRALIA LDMSB U TO NORTH HOLLYWOOD 460 66 81 366 8TH CE448 202 LB21 A LB92 LB173 Colima Road Metrolink Shuttle Bunker Hill Washington Bl

L LB101 CAD H Market AGATHA A 352 110 MAPLE 52 366 GA1 52 BCT104 213TH 213TH L 605 T1 K 51 66 N CA C Scottsdale

VERMONT 362 T1 T3 B SAN JULIAN O O CAG LB103 LB 52 AND WILSHIRE/WESTERN 66 Y CA Del Amo CAF Downtown-North Long Beach via LDMID SOUTH PASADENA

LB22 R O

366 L 352 R T3 Midtown ARTS 32 G CAF CAF FT 289 Sierra Madre Villa Metro Rail

E Puente Hills Mall-Walnut-

ORANGE AV R

B MINO Fashion D LB112 HAWAIIAN GARDENS ARLAND CNS

LB101 LB103 LB93 B 38 A 38 T5 CARSON ST W CARSON ST CA D W LB101 LB101 S Metro Blue Line COLUM ALINA LB173 Center CARSON CARSON ST CARSON ST CARSON ST O LINCOLN Long Beach Bl M CARSON ST E CARSON ST CARSON ST LDNOR Northridge-Chatsworth Station-New York Dr- GLE CE419 MX2 L Gold Link East ITM AT T H REAL Pomona T7 D

R HILL ER CAD CAG HA LDC 740 CAB CAD CAG 8TH Y 66.81 T1 T3 CA E CE423 E T9 LB192 66 ZAP LLF Del Amo 444 O Harbor/UCLA

CORYDON OAS CAC LB 61 Washington Bl E FLORIDA V Downtown-Atlantic Av-Artesia PCVN E (Mission-Montrose Av) M50 745 L 446 60 FT 291 Panorama City-Van Nuys R RTFORD 366 FT482 439 T7 PLAZA Medical Center CAF LB61 B La Verne-Pomona-South Pomona BIA CE448 IL T3 CROCKER BCT104 CAF LB191 BCT104 SEPULVEDA BL R 447 360 LB62 CA F CIvic Center ARTS 40 ESPLANADE BIX

FLOW BY B 381 LDE BCT104 CHELEN Metro Rail Station PUEP Sierra Madre Villa Metro Rail GLN FW T5 Pico Union-Echo Park Gold Link North

FT499 R A 8TH ITA LB193 WERDIN LB51 362 CAC M AL via Garey

8TH ARLINGTON

LB63 E R

C LB172 FIGUEROA

ORES

T7 MAPLE SOUTH N H CE419 MX3 K

L IFIC C 223RD LB52 TUDEBAKER CA G Station-Villa St-E Orange Grove 9TH CE438 223RD LB101 C Metro Blue Line S (Entire route not shown on map (Mission-Columbia St) PALOS BO BON 405 LB21 LB 62

LINWOOD BA Downtown-Atlantic Av-Alondra Bl

AC 8TH DO LB192 CECILIA T5 D FT 292 MOODY E EA L LB103 E Claremont-Montclair-Pomona LDE P 223RD OTT

A ARDLOW T8 W DIAGO B AR BCT104 SE AMO GA2 GA2 CAB LB22 LB91 D due to scale) Bl-Memorial Park Metro Rail 9TH P R W LB102 CA H G U Hemingway Park GLS

H 66 232 T7 LV 205 Gold Link South AR KN

FRANCISCO E E 14.37.38.71 MX2 T9 T9 DA T9 TES TU FT 480 LB 63 38 LA B LB93 Downtown-Atlantic Av-Artesia Bl

14.37.38 V DLOW Montclair-West Covina- L LB112 S 550 LB191 OODRUFF Station 66 MONETA CAB

366 T4 L SANP 366 76.78.79.96 P Redondo WARDLOW W San Pedro D R 228TH LB131 LONG BEACH CA NS (Mission-Pine St) 66 71.76 48 L LB102 North-South Shuttle

YS B LB192 Y State AIRPORT B 481 El Monte-Downtown Los Angeles LB 81 Downtown-10th St-CSULB 376.378.442 OS COYO WARDLOW BALL ARTS 51 78.79.96 D Fair Oaks Av-Linda Vista- 71 L BALL GA1 232 AW CAF LB1 LB21 SPT 450X LDA 9TH Beach 225 T7 LB193 (LBA) LB111 O San Pedro Electric Trolley GLW Gold Link West 366 444.446.447 O COTTAGE BCT104 2

376.378 SH 66 66 35 CAC G LB22 CERRITOS ON WHEELS (COW) Express FRANCISCO W LB 91 LDD TH FW CH LB7 Art Center E 366 226 Downtown-7th St-Bellflower SUNBURY LDF 1

E A 484.485 442.444 FASHION LOMITA BL 202 LB1 CLARK LDSE Southeast Los Angeles- (Mission-Pasadena Av)

K BCT104 234TH CAC LB23 VERDE LB102

NN JAMES M WOOD CREN 66 ZAP ALIFORNIA FT 482 LO 490.714 446.447 LB181 L CR 1 ARTS 52 HOP T7 City Hall/Library-Cerritos College Pomona-Hacienda Heights-Los LB 92 Fair Oaks Av-Linda Vista- A T8 C Downtown-7th St-Woodruff Av BA Pueblo del Rio P NZA CNS D LB61 SPRING A PA DISTRICT A C T3 E 9TH CALLE MAYOR IF BE ONG

T SPRING TORRANCE TRANSIT L CERRITOS AV 450X IC CAF M LB62 SPRING Angeles Express via Colima Rd Art Center-JPL A T9 CR 2 OLYMPIC OW

C N City Hall/Library-Liberty Park 28.83 484.485 233R A LB131 LB 93 LDUM Sunset Bl/Vermont Av-Los Feliz LB O Downtown-7th St-Clark Av 2.4.30 A R D L LB63 V Loyola IEW S MX2 N GA2 81.439 LDC T E SEPULVEDA BL A LB102 LB102 A N H O SANTA FE SANTA ARTS 60 T1 A 328 490.714 BCT104 SEPULVEDA BL LB101 E Del Mar Bl-Sierra Madre Villa Torrance-Los Angeles via 31.40 W 405 Y V FT 486 L Law ST T9 Cal Poly-El Monte-Los Angeles Bl/Hillhurst Av E Y IS N 450X SKYPARK E LDD E LB 94 D LB103 Downtown-7th St-Los Altos IC 81 SA CHILDREN’S COURT SHUTTLE NORMANDIE Y P CHERRY N School LYM 42.45 A W O TEMPLE LB102 Gardena

ARLINGTON Metro Rail Station-Hastings

460 GA2 S CYPRESS ALLE C 232 M 381 LDE 10TH CALLE DE ARB VIA T9 WILLOW Express via Amar Rd LDVAN Van Nuys-Studio City OLE V S O FT448 LDC FIGU

OLU IA 328 46.68 LDE 445 WILLOW WILLOW WILLOW (EDELMAN) C LB 101 IT 28 BL N Downtown-Carson St via

CE419.CE422.439 442.444 IDWAY Ranch SAN KATELLA T2

M LDD CE448 Y WILLOW Torrance-Los Angeles via South

GEORGIA MAIN

V LB102 FT 488 70.302 E LB102 LDVEN TORRANCE A M 205 Glendora-West Covina-Downtown Venice (Summer only)

STANFORD RO DO CE423.CE438.445 11TH 446.447 PALOS VERDES DR N MX3X T3 L CCS Cal State Los Angeles 11TH MUNICIPAL EAS ST LB112 Lakewood Center Mall ARTS 70

740 AVALO PEDRO ST 550 A Fillmore Metro Rail Station-S Bay Galleria Transit Center A T9 ON CE448.460 225 AIRPORT 103 S Los Angeles Express LDWW LB131 L 405 PVW LINE BLUE METRO Warner Center WILMINGTON AV T7 LB172 O Busway/Metrolink Station-

LOMITA BL LB191 L 51 TLANTIC RED ONAL SAN JULIAN OS VERDES DR W LB 102 Orange Grove Bl-W Colorado Bl G Downtown-Willow St-Spring St L R B T3 81 10.11 PA T5 A LB111 Redondo Beach Pier-Torrance-

N N ORANGE A HILL FT 492 LDWTS AY E LB192 LB182 Montclair-Arcadia- Watts SANTEE 52 O W MX3 GA2 LB112 W SA Children’s Court/Sheriff’s HQ 460 TO L STEARNS SOUTH 33.48 V O W N IA PESINA LB193 TES DIAG N LB 103 Downtown-Carson St-Lakewood Carson City Cntr-Long Beach LIVE 352 CAM SIGNAL HILL D CONNECTICUT 110 446 YO FL IEG Los Angeles Express via LDWLM PORT OF LOS ANGELES

OS ANGELES RIVER 60 Wilmington-Banning’s Landing O GRAND 55.71 226 LB1

HILL 444 L LB21 ROLLING LL O OAD 447 360 Long Beach FW T5

PARK PVW CIFIC OS CO LB172 COMMERCE TRANSIT Crenshaw Bl-Arlington Av- CHICK HEARN CT 92.94 DUCASSE CE448 GA2 HARBOR L Center Mall LB22 BE 605 Arrow Highway LDWCK WRC LDC LOMITA MAGNOLIA Y Wilshire Center-Koreatown Waterfront Rail Car

BR City College PA LB51 96 ZAP Staples 12TH PVS MONTE MALAGA MX2 H LDWLM T3 PACIFIC COAST HWY 1 IL

333.394 MARTIN LUTHER KING JR LDE 225 LB52 LB7 LB23 PACIFIC COAST HWY CO BLU Van Ness Av 11TH ST Center 12TH L PACIFIC COAST HWY CITY LBD Blue Route LB 111 Downtown-Broadway-Long Beach 450X 434.GA1 S ATHE FT 493 Phillips Ranch-Diamond Bar PVW R 232 1 205 232 T7 T3 RTON LB173 LB81 PACIFIC COAST HWY S LYNWOOD TROLLEY ROSEMEAD T6 D T3 LB171 LB171 LB172 LB173 LB174 Artesia Metro Rail Station-Del A BR AR MX3 T5 CE448 205 232 LB181 PACIFIC COAST HIGHWAY CO GRN Green Route Airport-Lakewood M M NF Rowland Heights-Downtown Los EL PALOS VERDES IA A E BL TERMINAL 439 2 D AIN OAD V SPUR A ANAHEIM ST ORN OR LB171 IA LYA ROSE IR TH 445 202 ISLAND LB61 Santa Fe Av-Long Beach Bl Rosemead Shopping Express to Amo Center Terminal via Cal O N ROLLING HILLS NNE 205 System Map PVS AW P CO ORG A Orange Route LB 112 MAIN H OL 442.444 4 A D FWY Angeles Express Downtown-Broadway-Clark Av 11TH PL VERMONT MX3X LB62 Cal State University

ESTATES R PVGR L N

LAM T

W O 1200 PICO PASE GR E LB45 Rosemead Square via Garvey Av- State Dominguez Hills-190th St

PVW G MX2 S MX3 Long Beach T LYB A 38 CHERRY Martin Luther King Jr Bl- V

446.447 ESTATES ARBO VERDES DR N A AY CE448 205 LA Harbor ANAHEIM ST 232 ANAHEIM LB45 LB46 LB171 CO RED LDE IL 232 LB45 ANAHEIM ST Red Route CLOYDEN M FT 494 San Dimas-Glendora- LB 131 Wardlow Metro Rail Station-Seal 302 S LB81 College JulyKNO 2005 Jackson Av-Walnut Grove Av- T7 FIGUERO 30.31 444 WILMINGTON ANAHEIM ST PA Atlantic Av Redondo Beach-Wilmington via ST PVS G LB191 LB192 LB193 CIFIC COAST HWY PICO 14TH D LB131 LBD CO YLW Yellow Route Los Angeles Express A Beach via Redondo Av IN Valley Bl-Rosemead Bl 12TH ST R LB81 LA Convention 10 V 9 LB81 LB21 10TH LYC Santa Fe Av-Carlin Av-Bullis Rd Del Amo Center Terminal WESTERN N W LL R AL 202 232 TH 96 ZAP LB81 110 14.37 2 S D Center E IL 232 ILLS LB22 O LB81 11 RO RD LB111 FT 498 Citrus College-Downtown LB 171 M Pacific Coast Hwy-Seal Beach H E MYRTLE N T8 38.71 BL V 103 LYD 4 S LB7 ALAMITOS COMPTON RENAISSANCE TRANSIT Bullis Rd-Carlin Av- Hawthorne Bl-Aviation Bl-LAX O IN B LB23 Metro SANTA CLARITA TRANSIT 33 L LB91 LB92 LB93 LB94 LB112 MARGO A 7TH HIGH P 439 225 G 7TH 76.78 L 30 31 40 PVB 226 PVGR 550 ALAMEDA PACIFIC LB81 Los Angeles Express 12TH PL 445 T SYSTEM LB 172 City Bus Center SHAW Cortland St-Atlantic Av 48 D GARDEN GROVE BL Downtown-Pacific Coast Hwy- 31 14.37 79.96 L PVS 225 O 96 ZAP 96 ZAP LB81 LB91 LB92 LB93 LB94 22 405 SC 1 42 H P 444 225 N Canyon Country (Whites 30 14TH 14T PVGR EN MX3X 202 60 R SAN DIEGO FWY A 55 G PICO 38.71 B 47 5TH STREET LONG BEACH 48 110 260 362 490 550 620 FT 499 376 CE448 ID CREN 4TH PVGR AFFEY San Dimas Park/Ride via Verde T9 PVW V CHERRY 81 45 INDIA PVB 232 LBD Metro Bus Line COM 1 Transit Center-Rosecrans Av- Palo Verde Av Del Amo Center Terminal-Harbor G Canyon)-Castaic O 76.78 378 92 ST JOSEPHS MX2 PVS MONTEBELLO MUNICIPAL BUS LINES IC E PUEP P BOND 360 LB181 LB182 COLORADO PEM 46 381 N PEAK E LB181 LB182 LB171 Park/Ride-Los Angeles Express METRO BLUE LINE

450X 79.96 434 94 PVB HARRY 446 447 L Wilmington Av LB 173 City via Lomita Bl ORD

P Downtown-Pacific Coast Hwy- LO R SC 2 68 P BROADWAY O LB181 Y S Canyon Country (Whites ASEO F N M10 442 FLOWER S E E GE M A Whitwood Mall to East Los 376.378 333 BRID N S 720 BROKE 439 K N M10 L K UNADO E ROLLING HILLS E 1ST STREET 1ST LB111 LB182 Metro Rapid Bus Line & Stop D Municipal Bus Line R FT 690

70 T APPIAN GRIFFITH Montclair-Pasadena Express 444 225 OCEAN LB131 IE COM 2 Transit Center-Myrrh St- A Studebaker Rd Canyon)-Val Verde

IM 434.439 484 394 15TH CE142 LB112 B Angeles College WEST COVINA

P G

X E 302 LDE E O

445 484.485 485 TRANSIT MALL OCEAN F 434 HENRY IN W Shoreline LBA UD Acacia St FT 699 Montclair-Fairplex Park/Ride- SC 3 740 P T LB 174 Saugus (Seco Cyn Rd)-Six Flags PORTUGUESE HARBOR LBD Metro Rail Line and Station Y Downtown-Pacific Coast Hwy- M20 Garvey Av-San Gabriel Bl- WC BLU 446 490.714 490 226 MX3 Village S Blue Route: Citrus Av-Cortez St- 745 16TH HARBOR FWY Metro Customer Center PVB SHO 2ND SEAL BEACH BL COM 3 U Transit Center-Fashion Center Lakes Park/Ride-Downtown Los T 447 LDC.LDD 714 PVGR RELIN LB131 LIVINGSTON LBD (Main Map) Ximeno Av Foothill Bl Magic Mountain N OBERMAN E Azusa Av-Workman Av- 450X LB171 BEACH IO LDC CE448 N WESTMINSTER 460 333 LDC 10 PALOS O OCEAN 14TH 33. S COM 4 Transit Center-Compton Bl & Angeles Express M30 SC 4 Bouquet Canyon-Newhall N FWY 225 LBA Garfield Av Lark Ellen Av 17TH CREST IB O LBD Metro Rail Station and Entrance LB 181 Wardlow Metro Rail Station- ALBANY G CEAN VA 434 NICA 205 LB131 Tourist Attraction/Sports Venue O O N VER NEW Tamarind Av Metrolink Station via Bouquet HAWTHORNE BL H FT 851 A M PITOL (Downtown Los Angeles Inset) Covina-Glendora via Glendora Av M40 LEN TA VERDES DR E O MARINA Montebello/Whittier-Downtown WC RED Red Route: Citrus Av-Covina Bl- K J Colorado Lagoon via Magnolia N PALOS 225 CA SA DES DR W CE448 550 1 55.70.71 EASTFIELD CE142 Canyon Rd 18TH PVGR ES Queen COM 5 Transit Center-Martin Luther FT 852 Los Angeles via Beverly Bl C V Pomona TransCenter- Azusa Av/Workman Av 17TH N E 603 444 RE LB131 BL Av-4th St-Downtown IA BELMONT A 10.11.33 CR Y Mary Shopping Area V NAPLES

EST E 439 N SC 5 PVB 447 CERRITOS CHANNEL Y King Jr Hospital M50 Vasquez Canyon Rd-Sierra Hwy- LB171 ACH 48.55.71 TO LONG BEACH R CE142 SCENIC Fairplex Drive La Mirada to Downtown Los WC GRN FF Green Route: Senior Center-Amar CE430 E SHORE LB 182 MX2 A Wardlow Metro Rail Station- L T SEAL E B SAN PEDRO M 405

IC G VEN 94.394 18TH S Stevenson Ranch IR BROOKHURST Angeles via Washington Bl E 47 434 VINCENT 1ST FT 853/ Diamond Bar-Phillips Ranch Rd & Azusa Av-Sentous Av & A D 333 W R CUDAHY AREA RAPID TRANSIT 33 GA1 A SEAL BE Colorado Lagoon via Pacific Av- L SUMMERLAND THOMAS CH BEACH Metrolink Line & Station School/College/University SC 6 439 E IL LBA M60 Shadow Pines-Stevenson Ranch 445 P H N Pico Rivera to S Pico S BRIDGE LB131 O RANCHO PALOS VERDES 446 LONG BEACH 854 Valley Bl SANP EARLE T WASHINGTON T SANP 5 AK CU 439 E LB171 CART- Cudahy 4th St-Downtown 55.70 E BOLSA BOLSA via Soledad Canyon Rd 226 225 L Rivera/Passons Bl CE430 CE430 18TH METRO BLUE LINE 65 PVGL 1ST 205 445 HARBOR E Busway Station/ FT 855 71 68 C Pomona TransCenter- Claremont 17TH T Point of Interest LB 191 WEST HOLLYWOOD CITY DAY LINE STANFORD Downtown-Santa Fe Av- SC 7 65 VE 205 San Pedro R Transit Center/Hub M70 Montebello Town Center- Magic Mountain-Saugus via 603 M50 AL OCEA IC CULVER CITYBUS LINES LDD 226 SEACO 225 Peninsula SPT IN 20TH 444 PVGL RM N LBA WHA T1.T2 226 226 Hosp. 7TH 447 550 TE GARDENA MUNICIPAL BUS LINES Del Amo Bl Montebello-Commerce Metrolink McBean Parkway & Copper Santa Monica Bl-La Brea Av 18TH 450X 447 C1 Washington Bl LDE VERDES PVGL 213 210 PUEP SEASIDE Park/Recreation Area Hill Dr GRAND WASHINGTONLO Interstate Freeway McFADDEN LB 192 Station WHB Santa Monica Bl-San Vicente Bl 450X PALOS DR E Terminal GA 1 Downtown-Santa Fe Av-South St G 65 20TH 9TH MX3 9TH SPT WRC C2 Sunkist Park Gardena-Los Angeles S A 51 LB131 E LDF Island SC 501 OR M341 Santa Clarita Metrolink Station- 52 446 Ports RBOR LB 193 Montebello to Downtown MAPLE 226 Downtown-Santa Fe Av-McHelen Municipal 40 N Marymount 13TH 205 447 550 O’Call C3 GA 2 Western Local-North on Vermont WHITTIER TRANSIT

439 HA Crosstown G PVGL G SANTEE US Highway or Freeway 101 Airport Magic Mountain via Valencia Bl IA Court 352 College Village Los Angeles from Taylor Ranch 42 E 18TH CE430 65 68 65 68 HILL 48 Av-Del Amo Metro Rail Station 10 14 LE C4 Jefferson Bl Av-South on Western Av- WT 1 14.37 45 21ST 19TH Express SC 502 Santa Clarita Metrolink Station- Northwest Whittier-Uptown- 37.38.55 GA1 S S SAN PEDRO 38.55 46 25TH Normandie Av LB 66 ZAP Atlantic Av-Artesia Station INGTON 71.76.78.79 SANP 22ND 134 C5 Braddock Dr M342 Commerce Center via Rye Whitwood ASH T State Highway or Freeway Civic/Government Whittier/Montebello to W 81.381 FLOWER 71.76.78 376.378 740 22ND SANP 25TH CHERRY LA GA 3 Compton-Gardena-South Bay LB 96 ZAP WT 2 442.444.445 79.376 745 22ND 1 C6 Sepulveda Bl-LAX City Bus Limited Stop Service: Transit Downtown Los Angeles Express Canyon Rd and Av Stanford Northwest Whittier-Uptown- 21ST W Y MX3 LA PUEP 434.439 PA 68 110 446.447.460 Trade 378.434 P Angel's E ALL ASEO DEL MAR MX3X F 446 CIFIC COAST HWY Galleria Transit Center Whitwood 68 F ICA Mall via 7th St-VA Medical SC 503 484.485 WESTERN Gate Park Center-Aviation/LAX Metro M343 Montebello to Downtown Los Santa Clarita Metrolink Station-

CIFIC

Tech E CE419.CE422 439.484 T1 A HARBOR 1 L

G EST D Korean Scale/Miles (Approximate)CH 0 /2 123

PA 450X 490.603 485 23R A

W GA 4 INFORMATION SUBJECT TO CHANGE

CE423.CE438 450X T2 446 Bell MX3X SPT D Rail Stn El Camino College-Gardena Center-CSULB-Los Altos Angeles Express Tamarack La via Seco Canyon Rd N G Royal Palm ARD 490 A

CE448 IN PASEO DEL M DE HUNTINGTON

State Beach R

AR OTH

P OLS

376 SHEPARD G

S B GOL BEACH

WARNER SEE INS LOS M ET AP ANGELES

e r Westlake/ i Unio h n s MacArthur Park l i Station Av W 200 M Cesar E. Chavez Av Alv arad o St

Arcadia St Hoover St 603 le ca Wilshire/ S Vermont N to Aliso St ot Station N Bl ap Vermont M Av 204,754 M Av Wilshire/ Temple Normandie Civic Center/ M Station

Olympic Tom Bradley Station Normandie M Av 206 1st ST Wilshire/ M Western Station WesternM Av 207,357 2nd St LIMITED STOP AREA

3rd ST St Spring St CE534 20,21,720 Wilton Pl Broadway AV Metro Red Line Red Metro Arl St ing 4th M ST ton St.) & La Brea Figueroa Av. between Blvd. Olympic ( Av Pershing Square 2 09 Station 5th ST N Wilshire Bl M C ren Map Not to Scale sh R aw 6th St imp 21 B au 0,7 l 7th St./Metro 10 Center/Julian

Dixon Station Olive

B 7th Grand Spring St Spring l St Main Ken M M is to t nA S v

8th St Broadway St

B e

Hill St Hill

r i

La Brea Av h 212

s l

i 9th St W

n i

5 St Flower Hope St a

Ha 0 Figueroa St user Bl 3 M

Olympic Bl G en ese Metro Blue Line BL e A F v (to Metro Green Line & Long Beach) airfax Av F os LINE 328 MAKES ALL STOPS IN DOWNTOWN te 0 LOS ANGELES TO OLYMPIC AND FIGUEROA. r 5 D 5 r C ar - LINES 28 AND 328 LIMITED ROUTES ri llo (DOWNTOWN AREA ONLY) l D B r - DOWNTOWN STREET STOPS te n M - METRO RAIL STATION ENTRANCES e ic V n 3rd St 316 St 3rd a S Olympic 105 La Cienega Bl 105,705

LINE 328 MAKES ALL On eastbound Lines 28 and 328 most STOPS FROM CENTURY CITY trips continue as northbound TO OLYMPIC AND LA BREA Robertson Bl 220 Lines 83,84 and 85. On southbound Lines 83,84 and 85,most trips continue as westbound Lines 28 and 328. Obtain Line 83 Doheny Dr and Line 84-85 timetables for complete details.

San

M Rexford Dr

n Burton Wy i c a Crescent Dr Dr B rly l e ev 5 4 B M 1 Canon Dr S 4 ,3 0 14 4 Beverwil Dr r Beverly Legend n D no Dr Ca - Line 28 and 328 Limited 3 1 6 - Line 328 Limited Stops S M - Timepoints used on timetable

5 C , - Limited Stops and Timepoint BEVERLY o C nst E 5 used Timetable HILLS 3 e l 4 l SM - Santa Monica Big Blue Bus at st 7 i Ea ,79 o ry Park C792 C - Culver CityBus n Centu 573;S tars CE CE - LADOT Commuter Express f The S Ave O M5,C3 SC - Santa Clarita Transit est S Wilshire Bl Wilshire ry Park W AV - Antelope Valley Transit Authority Centu M - Metro Rail Station Entrances CENTURY Metro Bus Connecting Lines Shown at Transfer Points 20,21,720 CITY May be Subject to Change Without Notice. DowntownSee Inset Map Line 316 has limited stops between 6th & Bixel St St. Paul and 3rd & Western only. t S 2nd St h

t Line 316 services all stops otherwise. 5 Union A Glendale Bl 1st St St Paul Av Alvarado S v Legend t 200 Witme r St Beverly Bl 3rd St - Route of Line 16-316 Ram St. Vincent part Bl Medical Center M Westlake/ - Short Line Turnaround Loop for Line 316 Limited MacArthur trips starting at George Burns & Stop Area 6th St Station (6th & St. Paul 3rd, Eastbound only 603 to 3rd St. & Western Av.) Wilshire/ Vermont - Timepoints used on Timetable Virgil Av 26 Station - Limited Stops and Timepoints Vermont Av Metro Red Line M 51,52-352 M 201, - Limited Stops 204-754 KOREATOWN 18 M - Metro Red Line Station Entrances Normandie Av 206 CE - LADOT Commuter Express MWilshire/ Metro Red Line Normandie 6th St 6th Station C - Culver City Bus Western Av 207,357 M SM Wilshire/ - Santa Monica Big Blue Bus Wilton Pl Western Station SC - Santa Clarita Transit - Late night/early morning loop

Crenshaw Bl 210,710 (10pm - 7am) 20,21,720

Rossmore Av 710 210 Metro Bus Lines Shown at Transfer Locations Subject to Change Without Notice

14,714 HANCOCK Downtown Los Angeles Inset Map PARK - Downtown Street Stops Wilshire Bl Wilshire

Beverly Bl Beverly M - Metro Station Entrances

La Brea Av St 3rd 212 N

The Grove PARK Map Not to Scale 7th St Farmer's LA BREA Ceres Av Market N Fairfax Av 218 217,717 Map Not to Scale Gladys Av Stanford Av Alameda St 218 Beverly Towne Av Center Central Av

Bl 305, 550 La Cienega Bl 105,705 St 4th (E/B only) 5th St 5th Crocker St 3rd St te Sherbourne Dr en ic San Pedro St V Willaman Dr Sa n George Burns Rd San Julian St Cedars Sinai Medical San Pedro St Wall St Center Maple St Winston St

220 Allen Gracie Dr Robertson Bl Los Angeles St Los Angeles St 6thSt

Main St 7th St Main St

Beverly Bl Beverly Doheny Dr Spring St

Santa M

3rd St 3rd Broadway Metro Red Line M onica Bl Rexford Dr M Hill St

Burton Way M Olive St Crescent Dr 4,14,304,714 Civic Pershing Center Grand Av Square Station Grand Av Canon Dr Hope St BEVERLY 14 HILLS 20,21,720 Metro Blue Line Constellation Bl Flower St M

Century Park East Figueroa St M 28,328,CE534 SM5 Avenue of The Stars 7th Street/ 20,21 Century Park West Metro 3rd St 5th St

SM5,C3,CE573,SC792,797 4th St 6th St Center

S. Monica Bl Bl Wilshire CENTURY CITY Wilshire Bl Wilshire See Downtown 110 Los Angeles ECHO PARK Inset Map Echo Park Av Sunset Bl 101 603 200 92 Glendale Bl (W/B) Hyperion Av 175 SILVERLAKE 603 Alvarado St Silver Lake Downtown Los Angeles Inset Map Coronado St (E/B) Sanborn AvLucile Av 200 Union Station/ Manzanita Av Parkman Av Patsaouras

Bl 201 Transit Plaza Vignes Sunset Bl St Hill Cesar E. Hoover St Chavez Av 02 3 26 Virgil Av Sunset,3, Bl Arcadia St M 2 Vermont Av N 101 Alameda 754 M 204 156 Map Not to Scale Metro Red Line 206 Normandie Av Figueroa St Grand Av Temple St Vermont/Santa 101 Monica Station M 175 Western Av 207,357 Civic Center/ Spring St 1St St Broadway Tom Bradley M Main St Wilton Pl Station 2nd St

Limited Stop Area Hill St (Santa Monica Blvd. 156 3rd St Vine St 210,710 from Sepulveda Blvd. M M 4th St Pershing to Cesar E. Chavez Ave. 10,11 Square Station 156 Highland Ave 5th St N M l Map Not to Scale

and Figueroa St.) B

La Brea Av 212,312

6th St

c i

n Metro Red Line

o 7th St

t 8th St n

Melrose Av a WEST S Fairfax Av 217,218,717 9th St HOLLYWOOD 218 Crescent Heights Bl Sweetzer Av Olympic Bl La Cienega Bl 105,705 11th St Palm Av Robertson Bl Larrabee St 220

10,11 12th St

San Vicente Bl-105,305 l 550

a 14,714

i Pico Bl

n Bl Beverly

14th St

n a CENTURY

S 14 AV787 ,573 CITY

Broadway

CE534 Venice Bl St Main 16th St

CrescentCanon Dr Dr 16,316 20,21 Centuy Park E Beverly Dr 16,28,316,328

Ave Of The Stars Century Park W CE431

720

Wilshire Bl Thayer Av Overland Av SM 8,12 Beverly Glen Bl WEST

CE573,534 CotnerNebraskaLOS Av ANGELES Both Lines 4 and 304 make SM 1 Av all stops on Santa Monica Veteran Av405 Bl. west of Sepulveda Bl. Westwood Bl Santa Monica Bl SM10,14 SM4 Westgate Av Sepulveda Bl C6 Bundy Dr

Sawtelle Bl Centinela Av Legend Federal Av - Route of Lines 4 & 304 20,SM2 26th St SM11 (SB) Barrington Av 21st St SM11 (NB) - Timepoints used on Timetables Colorado Av 20th St - Line 304 Limited Stops St. John's Arizona Av Broadway Hospital 14th St - Limited Stops and Timepoints Used on Timetable UCLA - Santa Monica Big Blue Bus WilshireSM1,10 Bl 10 SM Santa Monica Hospital C - Culver City Bus 434 CE - LADOT Commuter Express Bus SANTA MONICA Santa Monica Lincoln5th Bl St AV - Antelope Valley Transit Authority Municipal Pier M - Metro Rail Station 2nd St - Route of Line 304 - Downtown Street Stops SM1,7,10

Metro Bus Lines Shown at Transfer Palisades Beach Rd 4th St SM2,3,4,5,8,9,Rapid 3 Locations Subject to Change Without Notice Ocean Av 20

Big Blue Bus System Map: Large Map

http://www.bigbluebus.com/systemmap/largemap.asp (1 of 2)8/25/2005 9:31:16 AM Welcome to the Big Blue Bus

Line Map Line 5 Olympic Blvd DETAILED INFORMATION SCHEDULE Stop Locations | Map | Destinations Monday-Friday | Saturday | Sunday/Holidays

Places to Go 1 2 3 4 5 7 8 * 9 10 11 12 13 14 indicates closest Super12 service to UCLA Commuter destination

VA Commuter Arts & Leisure Rapid 3 Bergamot Station (Santa Monica Arts 1 2 3 4 5 7 8 Center)* 9 10 11 12 13 14 Santa

Super12 Monica Arts UCLA Commuter Center (Bergamot Rapid 3 * Station)

Colleges & Public Service Buildings

http://www.bigbluebus.com/busroutes/map/index.asp?routeid=5 (1 of 2)8/25/2005 9:05:35 AM Page 1 of 1

http://www.bigbluebus.com/_images/busroutes/map7.gif 8/25/2005 Page 1 of 1

http://www.bigbluebus.com/_images/busroutes/map13.gif 8/25/2005 Route 786 to Century CIty Santa Monica Blvd. and West Los Angeles A Melrose

Sunset Blvd.Rodeo Dr. Santa Monica Blvd. Fairfax

Beverly La Cienega Sunset Blvd. La Brea

Beverly Glen Beverly Hills C 786 Westwood Wilshire Blvd. B Wilshire Blvd. UCLA 786 Veterans Administration

Rodeo Dr. D Century Park Westwood E ConstellationAvenue of the Stars

San DiegoFederal Fwy. Wilshire Blvd. Bldg. Century

Santa Monica Blvd. City (map not to scale) 797 Weekdays to Century City

Bus stops A.M. Passenger Pick Up Passenger Drop Off

Soledad Cyn Rd McBean Lyons San Century l Santa Pkwy & Fernando Gayley Wilshire Park West B McBean Valencia ia Cinem Clarita Cinema & Orchard Newhall & & & & Con- Town Ctr nc a Dr le Metrolink Drive Del Monte Village Metrolink Sierra Hwy Strathmore Glendon stellation Va Pkwy M 5:27 5:32 5:38 5:44 5:48 5:53 Santa Clarita 6:45 6:51 7:01 Metrolink 6:10 6:15 6:21 6:27 6:31 6:36 7:41 7:47 7:52 e Valencia Station Del Mont 6:40 6:45 6:51 6:57 7:01 7:06 8:11 8:17 8:22 Park 7:10 7:15 7:21 7:28 7:32 7:42 8:41 8:47 8:57 Arroyo Orchard Ave Navarro P.M. Passenger Pick Up Village P.M. Passenger Drop Off Wiley Newhall Newhall Cyn Rd Metrolink Century San Lyons McBean Station Park West Wilshire Gayley Fernando & Pkwy Santa R ailroad & Con- & & & Newhall Orchard & Cinema Clarita ons Ave M Ly stellation Glendon Strathmore Sierra Hwy Metrolink Village Del Monte Drive Metrolink San Fernando Rd y Sierraw 4:10 4:26 4:33 5:23 5:28 5:31 5:37 5:42 5:47 H 4:40 4:56 5:03 5:53 5:58 6:01 6:07 6:12 6:17 5:10 5:30 5:37 6:27 6:32 6:35 6:41 6:46 6:51 5:40 6:00 6:07 6:57 7:02 7:05 7:11 7:16 7:21 Not to Scale 6:35 6:45 6:51 7:31 7:36 7:39 7:45 7:50 7:55 13 Bus stops

Westwood Office or campus – 405 Sepulveda we get you there! Ave na Monta G Century ay UCLA Century Pa le y Av City ca re e of the Star Be rk ta Moni v n e E Le Conte r n ly io Strathmo ttle Sa G s Li le Blvd n

shire B Constellat Wil l Weyburn v d Century Pa

G W lendon Av e stwood Bl d e of the Star Ce rk ca Blv i n E on tury M vd Park s Santa W Not to Scale 14 792 Weekdays from Century City

A.M. Passenger Pick Up A.M. Passenger Drop Off Technology Valencia Ave Stanfor Century McBean Ave Ave yn Ave Scot Park West Wilshire Gayley Valencia & Stanford Stanford nline is C O EZ ye Newhall Ra & Constell- & & & Magic Mtn & & ! R d t ation Glendon Strathmore Rockwell Pkwy Rye Cyn Technology nch Rd 7:01 7:13 7:19 7:49 7:54 8:04 8:07 7:58 8:10 8:16 8:46 8:51 9:01 9:04 Ave Tibbits Stops at any 8:28 8:40 8:46 9:16 9:21 9:31 9:34 regular bus stop 8:58 9:10 9:16 9:41 9:46 9:56 9:59 Magic along the route McBean Pkwy Mt Pkwy in Santa Clarita T P.M. Passenger Pick Up P.M. Passenger Drop Off ou

r Ave Ave McBean Century n

e Valencia Purchase your EZ y Stanford Stanford & Valencia Gayley Wilshire Park West Town Ctr R a d & & Magic Mtn & & & & Constell- Transit Pass online at Valenci Blvd Technology Rye Cyn Pkwy Rockwell Strathmore Glendon ation santaclaritatransit.com R oc College k well 2:52 2:57 3:47 3:52 4:05 of the Canyons Canyon 2:59 3:02 3:12 3:17 4:07 4:12 4:25 3:29 3:32 3:42 3:47 4:37 4:42 4:55 3:59 4:02 4:12 4:17 5:07 5:12 5:25 Not to Scale 5:22 5:27 6:07 6:12 6:25 5 Bus stops Commute to and from West Los Angeles in comfort. Westwood 405 Sepulveda Ave na Monta G Century ay UCLA Century Pa le y Av City ca re e of the Star Be rk ta Moni v n e E Le Conte r n ly io Strathmo ttle Sa G s Li le Blvd n

shire B Constellat Wil l Weyburn v d Century Pa

G W lendon Av e stwood Bl d e of the Star Ce rk ca Blv i n E on tury M vd Park s Santa W Not to Scale 6

APPENDIX D CENTURY CITY NORTH AND WEST LA SPECIFIC PLAN TRIP RATES, INTERNAL TRIP ADJUSTMENTS, LOCAL HIGH-RISE TRIP GENERATION SURVEY

Section 1. ESTABLISHMENT OF SPECIFIC PLAN

A. The City Council hereby establishes this Century City North Specific Plan applicable to that area of the City of Los Angeles shown on the Map (Figure 1) within the heavy lines thereon.

B. This Specific Plan is intended to provide regulatory controls and incentives for the systematic execution of that portion of the Plan which includes said area and to provide for public needs, convenience and general welfare as the development of such area necessitates. The regulations of this Specific Plan are in addition to those set forth in the planning and zoning provisions of Chapter 1 of the Los Angeles Municipal Code and do not convey any rights not otherwise granted under the provisions and procedures contained in said Chapter, except as specifically provided for therein.

Section 2. DEFINITIONS

The following terms used in this Ordinance, with the first letter of each word thereof capitalized, as defined below. Whenever any term is used in this Ordinance, it shall have the meaning specified in Section 12.03 of the Los Angeles Code, except as specifically defined herein.

Block: An area of land, whether under one or several ownerships, shown on the Map (Figure 1) and bounded either by streets or by streets and the boundary of the Specific Plan Area.

Cumulative Automobile Trip Generation Potential (CATGP): The cumulative total daily Trips generated by all Projects on commercially zoned lots within the Specific Plan Area for which building permits are issued subsequent to November 15, 1981, which total shall be calculated utilizing the factors contained in the following table:

OFFICE COMMERCIAL

Medical 75 Trips/1,000 sq. ft. of Floor Area

Drive-Through Bank 192 Trips/1,000 sq. ft. Facility of Floor Area

Other Office Commercial 14 Trips/1,000 sq. ft. of Floor Area

(The Trip generation factor for other Office Commercial includes the Trip generation potential of office uses, and incidental Retail Commercial uses in the same building not to exceed 3 percent of the Floor Area of such building.)

RETAIL COMMERCIAL

Retail Commercial 28 Trips/1,000 sq. ft. and incidental office of Floor Area

Century City North Specific Plan 2 space uses on the lot referred to in Section 7

Sit-Down Restaurant 18 Trips/1,000 sq. ft. in Hotel of Floor Area

Other Sit-Down 45 Trips/1,000 sq. ft. Restaurant of Floor Area

Fast Food 553 Trips/1,000 sq. ft. Restaurant of Floor Area

(A fast-food restaurant is a restaurant located immediately adjacent to and on the same level as an automobile parking area and where patrons are not served food or beverages at tables by employees of the establishment.)

Other Retail Commercial 35 Trips/1,000 sq. ft. of Floor Area

HOTEL 10 Trips/Guest Room

(The Trip generation factor for Hotels includes the Trip generation potential of Guest Rooms, ancillary hotel facilities (such as laundry, storage, accounting, lobby, front desk, cashier, administrative, corridor, mechanical, kitchen, rest room and similar areas), and 75 square feet of restaurants, meeting rooms and retail commercial facilities per Guest Room, not exceed a total of 26,250 square feet in any one Hotel. In the event of any change in use or demolition of a Hotel or any portion thereof, Trips shall only arise from such demolition or change in use based on the number of Guest Rooms demolished or changed in use and/or any demolition or change in use of any Floor Area used for restaurants, meeting rooms or commercial facilities in excess of the less of 75 square feet per Guest Room or 26,250 square feet. If a Hotel contains more than 75 square feet of Floor Area per Guest Room of restaurants, meeting rooms, and Retail Commercial facilities, the non-Trip generating 75 square feet per Guest Room shall first be applied to Floor Area utilized for meeting rooms. To the extent Floor Area utilized for restaurants and other Retail Commercial facilities exceeds 75 square feet per Guest Room, Trips generated by such additional Floor Area utilized for restaurants, or other Retail Commercial facilities shall be calculated at the appropriate Retail Commercial category. In no event may more than a total of 26,250 square feet of Floor Area, 75 square feet of Floor Area per Guest Room, be utilized for meeting rooms in any one Hotel.)

RESIDENTIAL 7.55 Trips/Dwelling Unit

(Notwithstanding any provision of this Ordinance to the contrary, when calculating the CATGP for Projects within the Specific Plan Area, the Floor Area contained within (1) a United States Post Office, public library or other public use approved by the City Planning Commission;

Century City North Specific Plan 3 West Los Angeles TIMP Specific Plan

APPENDIX A

TRIP GENERATION TABLE

TRIP RATE TRIP RATE LAND USE [1] (trip per ksf or unit) LAND USE [1] (trip per ksf or unit)

SHOPPING CENTERS (Square Feet of GLA) [3]: Industrial (continued): 30,000 or less 10.16 Manufacturing 0.75 40,000 9.15 Self-Storage 0.26 50,000 8.44 Science Research & Development 1.07 75,000 7.24 Warehousing 0.74 100,000 6.56 OFFICES (Square Feet of GFA) [2]: 150,000 5.67 20,000 or less 2.84 225,000 4.89 30,000 2.55 300,000 4.4 40,000 2.37 400,000 3.97 70,000 ERR 500,000 3.66 100,000 ERR 600,000 3.43 200,000 ERR 800,000 3.15 400,000 ERR 1,000,000 2.97 600,000 ERR 1,250,000 2.79 800,000 or more 1.08 1,600,000 or more 2.61 Government Office 3.6 RETAIL USES: Medical Office 4.08 Convenience Market (open 15-16 hours) 34.57 AUTOMOBILE USES: Convenience Market (open 24 hours) 53.73 Auto Care Center [8] 2.87 / 1000 sq. ft. GLA Building Materials/Lumber [4] 3.27 Tire Store 5.13 / 1000 sq. ft. GFA Discount Store, Club 4.35 Gas Station Furniture Store 0.39 without mini-market 15.18 per fueling position Home Improvement/Hardware/Paint Store [4] 6.1 with mini-market 17.45 per fueling position Nursery (Garden Center) 3.73 with mini-market & car wash 16.18 per fueling position Supermarket 10.34 Regular Car Wash (full-service) 81 per site Specialty Retail [5] 5 Self-Service Car Wash 8.00 per wash stall Other Retail [6] 9.6 New Car Sales 2.62 / 1000 sq. ft GFA RESTAURANTS: Used Car Sales/Car Rentals 1.00 / 1000 sq. ft. lot size Low-Turnover (Quality Restaurant) 7.39 HOSPITALS: High-Turnover 12.92 General 1.22 per bed Fast Food 40.09 Nursing Home 0.17 per bed BANKING USES: OTHER: Walk-In Bank 17.35 Live Theater 0.02 per seat Drive-In Bank 43.63 Movie Theater 0.15 per seat Walk-In Savings and Loan 5.33 Child Care Facility 13.62 / 1000 sq. ft. GFA Drive-In Savings and Loan 6.83 Health Club [9] 4.3 / 1000 sq. ft. GFA RESIDENTIAL: Tennis/Racquet Club 3.86 per court Apartments 0.49 / dwelling unit Recreational Community Center [10] 1.38 / 1000 sq. ft. GFA Condominiums 0.55 / dwelling unit Hotel/Motel 0.76 per room Single Family House 1.01 / dwelling unit Schools (a.m. rates) Elderly Housing - Detached 0.95 / dwelling unit Elementary School 0.30 / student Elderly Housing - Attached [7] 0.08 / dwelling unit High School 0.41 / student INDUSTRIAL: Private School 0.93 / student Industrial Park/Industry 0.98 University/College/Trade School 0.19 / student

West LosAngeles TIMP Specific Plan A-1 APPENDIX A NOTES:

All rates are in p.m. peak trips per hour per 1000 square feet (ksf) unless otherwise noted.

This Trip Generation Table is comprised of the most recent nationally accepted trip generation rates as established by the Institute of Transportation Engineers (ITE) and San Diego Association of Governments.

Trips for Land Uses not listed in the Trip Generation Table shall be calculated by the Department of Transportation based on reasonable methods and additional sources of empirical data as approved by the Department of Transportation.

For Shopping Center or Office sizes not shown, p.m. peak trips per hour may be calculated by interpolating between the sizes and corresponding trip-rate amounts that are shown.

[1] For a Project having more than one use, trips shall be calculated on a case-by-case basis, subject to Department of Transportation approval.

[2] Gross Floor Area (GFA) is the total square footage confined by the outside surface of the exterior walls of a building, and any exterior used for commercial purposes, except that square footage devoted to vehicle parking and necessary interior driveways and ramps.

[3] Gross Leasable Area (GLA) is the area for which tenants pay rent. For purposes of trip generation calculation, the floor area of any parking garages within the building shall not be included within the GLA of the entire building.

[4] GFA for Building Materials/Lumber and Home Improvement/Hardware/Paint Store shall include building areas and any outdoor storage areas which are accessible to the customer on a "self-serve" basis.

[5] '"Specialty Retail" are low trip generators such as jewelry shops, art supply stores, quality apparel stores, etc.

[6] '"Other Retail" are high trip generators such as yogurt and specialty coffee shops, video rentals, dry cleaning, etc.

[7] Elderly Housing (attached), restricted to senior citizens, contain residential units similar to apartments and condominiums. They may also contain special services such as medical facilities, dining facilities, and some limited support retail facilities.

[8] An automobile care center houses numerous tenants providing automobile related services, including a mix of repair and service facilities, auto detailing, car stereo installation, seat cover upholstering, etc.

[9] Health Clubs are privately owned facilities which may include dance studios, swimming pools, whirlpools, saunas, tennis, racquetball and handball courts, exercise classes, weightlifting and gymnastics equipment, locker rooms, and a restaurant or snack bar.

[10] Recreational Community Centers are public facilities similar to and including YMCA's, often including classes for adults and children, meeting rooms, swimming pools, saunas, tennis, racquetball and handball courts, exercise classes and locker rooms.

Revised December 30, 1996

West Los Angeles TIMP Specific Plan A-2 (2) additions or alterations to existing buildings or other Projects, where the cumulative Trips of all such additions, alterations or other Projects on a single lot do not exceed 35; and (3) Floor Area constructed utilizing Transferred Trips shall not be included.)

Floor Area: The total square footage of the floor area of a building as described in Section 12.21.1 A 5 and 12.21.1 B 4 of the Los Angeles Municipal Code, except for floor area of a balcony, porch or walkway having either no exterior walls or exterior walls which are at least 50% open and unobstructed and which have been covenanted to remain so unenclosed and unobstructed by the recordation of a covenant in a form designed to run with the land.

Floor Area Ratio: The Floor Area of a building as compared to the buildable area of the lot as such Floor Area would be computed if a one- story building were to be constructed thereon.

Guest Room: One or more habitable rooms in a Hotel, designed as a unit, with entrances and exits common to all such rooms in the unit.

Improvement/Dedication Percentage: The percentage which the estimated 1981 cost of a street or sidewalk dedication or traffic improvement referred to in Section 3B1(b) of this Ordinance bears to the total estimated 1981 cost of all the listed dedications and improvements.

Map: The map contained in this Ordinance (Figure 1).

Office Commercial: Includes all commercial activities not included in Retail Commercial.

Pedestrian Corridor: A public pedestrian way, consisting of Pedestrian Walkways and Pedestrian Crossings, as shown on the Map.

Pedestrian Crossing: A grade-separated public pedestrian way over or under a public street.

Pedestrian Walkway: A public pedestrian way within a Block.

Plan: The West Los Angeles Community Plan, a part of the General Plan of the City of Los Angeles.

Private Access to Corridor: One or more pedestrian access points to the Pedestrian Corridor from adjacent lots.

Project: Any building, structure or addition to any building or structure to be constructed on a lot within the Specific Plan Area, excluding any construction or renovation activity which does not add to CATGP. Project also means a change of use which increases CATGP.

Project Permit: A permit issued pursuant to Section 3C of this Ordinance.

Project Site: That area upon which improvements related to a Project are made.

Century City North Specific Plan 4 Option B Private Club Useage and Trip Calculations

Estimated Membership UtilizationMemberships Percent Condo Memberships (2 per unit) 294 16% Estimated Local Memberships 1,500 84% Total Memberships/Guests 1,794 100.00%

Description Averagae Daily Trip Calculation Estimated Local Memberships 1,500 Average Uses Per Week 3 Total Uses Per Week 4,500 Average Uses Per Day 643 Club membership trips per day 1,286 Employee trips per day (est.) 120 Total daily trips 1,406

Member Employee Trips 2-hour Directional Begin End Utilization Trips period 1-hour Hours 6:00 AM - 8:00 AM 15.0% + 15 emply. 208 104 8:00 AM - 10:00 AM 10.0%+ 15 emply. 144 72 10:00 AM - 12:00 PM 5.0% 64 32 12:00 PM - 2:00 PM 15.0% 193 96 2:00 PM - 4:00 PM 5.0%+ 30 emply. 94 47 4:00 PM - 6:00 PM 15.0% + 30 emply. 223 111 6:00 PM - 8:00 PM 25.0% 321 161 8:00 PM - 10:00 PM 10.0%+ 30 emply. 159 79 1,406

Overland Traffic Consultants, Inc.

Overland Traffic Consultants recently completed peak hour traffic generation surveys for two existing high rise condominiums located on Wilshire Boulevard in the City of Los Angeles. The purpose of the traffic survey was to collect traffic volume data from local high rise condominium developments and compare the results with traffic generation estimates contained in the Institute of Transportation Engineers (ITE) Trip Generation handbook. This comparison provides additional information relative to the traffic rates which are used to develop traffic estimates for high-rise condominium projects located in the Century City area of Los Angeles.

Two high rise condominiums were surveyed during the morning (7 – 9 am) and afternoon peak hours (4 – 6 pm). The sites surveyed included The Blair House (128 units) located at 10490 Wilshire Boulevard and the Wilshire Regent (208 units) located 10490 Wilshire Boulevard. The surveys were conducted on Wednesday May 3rd and Thursday May 4th, 2005 (survey data attached).

The results of the Wilshire Boulevard surveys have been tabulated and the weighted average peak hour traffic rates per unit have been calculated. The Wilshire Boulevard survey results are summarized below and compared to the traffic rates published by the Institute of Transportation Engineers (ITE) for high-rise condominiums.

As shown in the table below, the Wilshire Boulevard trip generation data is significantly lower than the ITE trip generation for high-rise condominiums. Based on this data comparison, it is very likely that traffic volume estimates for high rise condominium projects in Century City will be conservative using the ITE trip rates.

Condominium Trip Generation Comparison

Source AM Peak Hour PM Peak Hour ITE High Rise Condominium 0.34 0.38 Wilshire Bd. High Rise Condominium 0.20 0.30

A Traffic Engineering and Transportation Planning Consulting Services Company TRIP GENERATION SURVEY - RESULTS

CLIENT: THE RELATED COMPANIES SITE: WILSHIRE REGENT, 10501 WILSHIRE BOULEVARD DATE: THURSDAY, MAY 4, 2005 WEDNESDAY, MAY 3, 2005 PERIOD: 7:00 AM TO 9:00 AM 4:00 PM TO 6:00 PM UNITS: 208 PEAK HOUR TRIP RATE 0.17 AM TRIPS PER UNIT 0.16 PM TRIPS PER UNIT

TIME:INBOUND OUTBOUND TOTAL TIME:INBOUND OUTBOUND TOTAL 7:00 - 7:15 4 9 13 4:00 - 4:15 7613 7:15 - 7:30 2 10 12 4:15 - 4:30 7310 7:30 - 7:45 0 3 3 4:30 - 4:45 224 7:45 - 8:00 2 6 8 4:45 - 5:00 314 8:00 - 8:15 1 3 4 5:00 - 5:15 628 8:15 - 8:30 3 4 7 5:15 - 5:30 358 8:30 - 8:45 2 3 5 5:30 - 5:45 6410 8:45 - 9:00 3 8 11 5:45 - 6:00 707

1 HOUR 1 HOUR TOTALSINBOUND OUTBOUND TOTAL TOTALSINBOUND OUTBOUND TOTAL 7:00 - 8:00 82836 4:00 - 5:00 19 12 31 7:15 - 8:15 52227 4:15 - 5:15 18 8 26 7:30 - 8:30 61622 4:30 - 5:30 14 10 24 7:45 - 8:45 81624 4:45 - 5:45 18 12 30 8:00 - 9:00 91827 5:00 - 6:00 22 11 33

OVERLAND TRAFFIC CONSULTANTS, INC. 25876 THE OLD ROAD, #307 SANTA CLARITA, CA 91381 (661) 799 - 8423 TRIP GENERATION SURVEY - RESULTS

CLIENT: THE RELATED COMPANIES SITE: THE BLAIR HOUSE, 10490 WILSHIRE BOULEVARD DATE: THURSDAY, MAY 4, 2005 WEDNESDAY, MAY 3, 2005 PERIOD: 7:00 AM TO 9:00 AM 4:00 PM TO 6:00 PM UNITS: 128 PEAK HOUR TRIP RATE: 0.24 AM TRIPS PER UNIT 0.53 PM TRIPS PER UNIT

TIME:INBOUND OUTBOUND TOTAL TIME:INBOUND OUTBOUND TOTAL 7:00 - 7:15 2 4 6 4:00 - 4:15 10 7 17 7:15 - 7:30 2 1 3 4:15 - 4:30 5510 7:30 - 7:45 2 3 5 4:30 - 4:45 10 10 20 7:45 - 8:00 4 8 12 4:45 - 5:00 13 8 21 8:00 - 8:15 0 4 4 5:00 - 5:15 4610 8:15 - 8:30 4 5 9 5:15 - 5:30 459 8:30 - 8:45 1 2 3 5:30 - 5:45 235 8:45 - 9:00 51015 5:45 - 6:00 459

1 HOUR 1 HOUR TOTALSINBOUND OUTBOUND TOTAL TOTALSINBOUND OUTBOUND TOTAL 7:00 - 8:00 10 16 26 4:00 - 5:00 38 30 68 7:15 - 8:15 81624 4:15 - 5:15 32 29 61 7:30 - 8:30 10 20 30 4:30 - 5:30 31 29 60 7:45 - 8:45 91928 4:45 - 5:45 23 22 45 8:00 - 9:00 10 21 31 5:00 - 6:00 14 19 33

OVERLAND TRAFFIC CONSULTANTS INC. 25876 THE OLD ROAD, #307 SANTA CLARITA, CA 91381 (661) 799 - 8423

APPENDIX E RELATED PROJECT TRIP GENERATION WORKSHEETS

Related Project 1 Summary of Trip Generation Calculation For 14.811 Th.Gr.Sq.Ft. of Synagogue June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 10.64 0.00 1.00 158

7-9 AM Peak Hour Enter 0.14 0.00 1.00 2 7-9 AM Peak Hour Exit 0.00 0.00 1.00 0 7-9 AM Peak Hour Total 0.14 0.00 1.00 2

4-6 PM Peak Hour Enter 0.79 0.00 1.00 12 4-6 PM Peak Hour Exit 0.90 0.00 1.00 13 4-6 PM Peak Hour Total 1.69 0.00 1.00 25

Saturday 2-Way Volume 5.91 0.00 1.00 88

Saturday Peak Hour Enter 1.15 0.00 1.00 17 Saturday Peak Hour Exit 1.58 0.00 1.00 23 Saturday Peak Hour Total 2.73 0.00 1.00 40 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS TABLE 6 PROJECT TRIP GENERATION

Proposed Project (Montage Hotel) Weekday AM, PM, and Saturday Midday Peak Hour Trip Generation Rates Weekday Weekday Weekday Saturday Saturday Daily AM PM Midday Daily Total In-bound Out-bound Total In-bound Out-bound Total In-bound Out-bound Total Total Land Use Size Rate Rate Rate Rate Rate Rate Rate Rate Rate Rate Rate

Resort Hotel W/Banquet Hall (228 Rooms) (1) 228 8.23 0.34 0.11 0.45 0.47 0.36 0.83 0.55 0.41 0.96 8.20

Luxury Condominiums (Hotel)(2) 25 6.63 0.13 0.43 0.56 0.41 0.21 0.62 0.31 0.21 0.52 6.39

Park/Public Garden (3) 30TSF 3.00 0.00 0.01 0.01 0.01 0.01 0.00 0.30 0.30 0.60 3.00

Spa Non-Hotel Members (4) 120 0.50 0.04 0.06 0.10 0.09 0.06 0.15 0.07 0.08 0.15 0.30

Treatment Rooms (5) 18 6.00 0.25 0.25 0.50 0.50 0.50 1.00 0.50 0.50 1.00 7.20

Luxury Condominiums (Liner Building)(6) 12 6.63 0.13 0.43 0.56 0.41 0.21 0.62 0.31 0.21 0.52 6.39

Retail (Specialty Retail) Liner Building(7) 0.791 TSF 40.67 0.00 0.00 0.00 1.11 1.48 2.59 4.20 4.20 8.40 42.04

(8) Restaurant/Cafe Liner Building 2.23 TSF 78.20 2.89 2.67 5.56 3.91 2.61 6.52 7.56 4.44 12.00 95.02

Proposed Project (Montage Hotel) Weekday AM, PM, and Saturday Midday Peak Hour Trip Generation Weekday Weekday Weekday Saturday Saturday Daily AM PM Midday Daily Total In-bound Out-bound Total In-bound Out-bound Total In-bound Out-bound Total Total Land Use Size Trips Trips Trips Trips Trips Trips Trips Trips Trips Trips Trips

Resort Hotel W/Banquet Hall (228 Rooms) (1) 228 1,876 78 25 103 107 82 189 125 93 219 1,870

Luxury Condominiums (Hotel)(2) 25 166 3 11 14 10 5 16 8513 160

Park/Public Garden (3) 30TSF 90 0 0 0 001 9918 90

Spa Non-Hotel Members (4) 120 60 5 7 12 11 7 18 81018 36

Treatment Rooms (5) 18 108 5 5 9 9918 9918 130

Luxury Condominiums (Liner Building)(6) 12 80 2 5 7 537 436 77

Retail (Specialty Retail) Liner Building(7) 0.791 TSF 32 0 0 0 112 337 33

(8) Restaurant/Cafe Liner Building 2.23 TSF 174 6 6 12 9615 17 10 27 212

Total Project Trip Generation 2,586 98 59 157 152 113 265 183 142 326 2,607

Existing Retail/General Office Uses Weekday AM, PM, and Saturday Midday Peak Hour Trip Generation

Weekday Weekday Weekday Saturday Saturday Daily AM PM Midday Daily Total In-bound Out-bound Total In-bound Out-bound Total In-bound Out-bound Total Total Land Use Trips Rate Rate Rate Rate Rate Rate Rate Rate Rate Trips

(9) Existing Retail/General Office Uses Trip Generation 435 12 2 14 11 16 27 27 26 53 203

T-Lot Existing Weekday AM, PM, and Saturday Midday Peak Hour Trip Generation Weekday Weekday Weekday Saturday Saturday Daily AM PM Midday Daily Total In-bound Out-bound Total In-bound Out-bound Total In-bound Out-bound Total Total Land Use Trips Rate Rate Rate Rate Rate Rate Rate Rate Rate Trips

(10) T-Lot Existing Trip Generation 1,518 31 12 43 37 61 98 77 73 150 1,632

Net Increase in Trips Over Existing Land Uses

Project Net Trip Generation 2,151 86 57 143 141 97 238 156 116 273 2,404

(1) Trip generation rates derived from observed data at the Beverly Hills Hotel, see Appendix A for the trip generation survey summaries. (2) Data based on ITE Trip Generation, 6th Edition, Land Use 230 (Residential Condominium/Townhouse) and Land Use 233 (Luxury Condominium). (3) ITE Trip Generation, 6th Edition, Land Use 411 (City Park). (4) This assumes weekday usage of 25% of total number of public members. (5) This assumes 50% of the treatment rooms will serve non-hotel guests (arriving for treatment by car) and each treatment room was assumed to generate two trips per hour (one in; one out). (6) Data based on ITE Trip Generation, 6th Edition, Land Use 230 (Residential Condominium/Townhouse). (7) ITE Trip Generation, 6th Edition, Land Use 814 (Specialty Retail). Midday trip generation rates are assumed to represent 20% of daily trip generation rates for both weekday and Saturday. Size excludes retail with the hotel. (8) ITE Trip Generation, 6th Edition, Land Use 832 (High-Turnover Restaurant). Weekday a.m., p.m. and daily and Saturday midday and daily trip rates were reduce by 20% for mixed-used development and by and additional 20% for Pass-By Trips. (9) ITE Trip Generation, 6th Edition, Land Use 814 (Specialty Retail) and Land Use 710 (General Office). (10) Data derived from observed parking and trip generation counts. T-lot demand was assumed to remain the same under the With-Project condition; therefore, no reduction was applied to account for T-lot's existing trip generation demand.

Beverly Hills Gardens and PARSONS Montage Hotel EIR Related Project 3 Summary of Trip Generation Calculation For 41.5 Th.Gr.Sq.Ft. of General Office Building June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 11.01 6.13 1.00 457

7-9 AM Peak Hour Enter 1.36 0.00 1.00 56 7-9 AM Peak Hour Exit 0.19 0.00 1.00 8 7-9 AM Peak Hour Total 1.55 1.39 1.00 64

4-6 PM Peak Hour Enter 0.25 0.00 1.00 10 4-6 PM Peak Hour Exit 1.24 0.00 1.00 51 4-6 PM Peak Hour Total 1.49 1.37 1.00 62

Saturday 2-Way Volume 2.37 2.08 1.00 98

Saturday Peak Hour Enter 0.22 0.00 1.00 9 Saturday Peak Hour Exit 0.19 0.00 1.00 8 Saturday Peak Hour Total 0.41 0.68 1.00 17 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 4 Summary of Trip Generation Calculation For 9.325 Th.Gr.Sq.Ft. of Church June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 9.11 7.20 1.00 85

7-9 AM Peak Hour Enter 0.39 0.00 1.00 4 7-9 AM Peak Hour Exit 0.33 0.00 1.00 3 7-9 AM Peak Hour Total 0.72 1.88 1.00 7

4-6 PM Peak Hour Enter 0.34 0.00 1.00 3 4-6 PM Peak Hour Exit 0.32 0.00 1.00 3 4-6 PM Peak Hour Total 0.66 0.99 1.00 6

Saturday 2-Way Volume 10.37 16.74 1.00 97

Saturday Peak Hour Enter 2.51 0.00 1.00 23 Saturday Peak Hour Exit 1.03 0.00 1.00 10 Saturday Peak Hour Total 3.54 6.87 1.00 33 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 5 Summary of Trip Generation Calculation For 1.75 T.G.L.A. of Specialty Retail Center June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 44.32 15.52 1.00 78

7-9 AM Peak Hour Enter 0.00 0.00 1.00 0 7-9 AM Peak Hour Exit 0.00 0.00 1.00 0 7-9 AM Peak Hour Total 0.00 0.00 1.00 0

4-6 PM Peak Hour Enter 1.19 0.00 1.00 2 4-6 PM Peak Hour Exit 1.52 0.00 1.00 3 4-6 PM Peak Hour Total 2.71 1.83 1.00 5

Saturday 2-Way Volume 42.04 13.97 1.00 74

Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.00 0.00 1.00 0 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 6 Summary of Trip Generation Calculation For 11.9 T.G.L.A. of Specialty Retail Center June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 44.32 15.52 1.00 527

7-9 AM Peak Hour Enter 0.00 0.00 1.00 0 7-9 AM Peak Hour Exit 0.00 0.00 1.00 0 7-9 AM Peak Hour Total 0.00 0.00 1.00 0

4-6 PM Peak Hour Enter 1.19 0.00 1.00 14 4-6 PM Peak Hour Exit 1.52 0.00 1.00 18 4-6 PM Peak Hour Total 2.71 1.83 1.00 32

Saturday 2-Way Volume 42.04 13.97 1.00 500

Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.00 0.00 1.00 0 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 7 Summary of Multi-Use Trip Generation Average Weekday Driveway Volumes June 06, 2005 ______

24 Hour AM Pk Hour PM Pk Hour Two-Way Land Use Size Volume Enter Exit Enter Exit ______

Residential Condominium / Townhouse 88 Dwelling Units 516 6 33 31 15 Specialty Retail Center 40 T.G.L.A. 1773 0 0 48 61 ______

Total 2289 6 33 79 76 ______

Note: A zero indicates no data available.

TRIP GENERATION BY MICROTRANS Related Project 8 Summary of Trip Generation Calculation For 34 Th.Gr.Sq.Ft. of Recreation Community Center June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 22.88 0.00 1.00 778

7-9 AM Peak Hour Enter 0.99 0.00 1.00 34 7-9 AM Peak Hour Exit 0.63 0.00 1.00 21 7-9 AM Peak Hour Total 1.62 1.45 1.00 55

4-6 PM Peak Hour Enter 0.48 0.00 1.00 16 4-6 PM Peak Hour Exit 1.16 0.00 1.00 39 4-6 PM Peak Hour Total 1.64 1.35 1.00 56

Saturday 2-Way Volume 9.10 0.00 1.00 309

Saturday Peak Hour Enter 0.63 0.00 1.00 21 Saturday Peak Hour Exit 0.65 0.00 1.00 22 Saturday Peak Hour Total 1.28 1.21 1.00 44 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 9 Summary of Trip Generation Calculation For 53 Th.Gr.Sq.Ft. of New Car Sales June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 33.34 18.88 1.00 1767

7-9 AM Peak Hour Enter 1.52 0.00 1.00 81 7-9 AM Peak Hour Exit 0.53 0.00 1.00 28 7-9 AM Peak Hour Total 2.05 1.80 1.00 109

4-6 PM Peak Hour Enter 1.03 0.00 1.00 55 4-6 PM Peak Hour Exit 1.61 0.00 1.00 85 4-6 PM Peak Hour Total 2.64 1.96 1.00 140

Saturday 2-Way Volume 21.03 9.38 1.00 1115

Saturday Peak Hour Enter 1.51 0.00 1.00 80 Saturday Peak Hour Exit 1.46 0.00 1.00 77 Saturday Peak Hour Total 2.97 2.15 1.00 157 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 10 Summary of Trip Generation Calculation For 76 Dwelling Units of Congregate Care Facility June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 2.02 0.00 1.00 154

7-9 AM Peak Hour Enter 0.04 0.00 1.00 3 7-9 AM Peak Hour Exit 0.02 0.00 1.00 2 7-9 AM Peak Hour Total 0.06 0.24 1.00 5

4-6 PM Peak Hour Enter 0.09 0.00 1.00 7 4-6 PM Peak Hour Exit 0.08 0.00 1.00 6 4-6 PM Peak Hour Total 0.17 0.41 1.00 13

Saturday 2-Way Volume 0.00 0.00 1.00 0

Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.00 0.00 1.00 0 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 11 Summary of Trip Generation Calculation For 39.7 Th.Gr.Sq.Ft. of New Car Sales June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 33.34 18.88 1.00 1324

7-9 AM Peak Hour Enter 1.52 0.00 1.00 60 7-9 AM Peak Hour Exit 0.53 0.00 1.00 21 7-9 AM Peak Hour Total 2.05 1.80 1.00 81

4-6 PM Peak Hour Enter 1.03 0.00 1.00 41 4-6 PM Peak Hour Exit 1.61 0.00 1.00 64 4-6 PM Peak Hour Total 2.64 1.96 1.00 105

Saturday 2-Way Volume 21.03 9.38 1.00 835

Saturday Peak Hour Enter 1.51 0.00 1.00 60 Saturday Peak Hour Exit 1.46 0.00 1.00 58 Saturday Peak Hour Total 2.97 2.15 1.00 118 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 12 Summary of Trip Generation Calculation For 19 Th.Gr.Sq.Ft. of General Office Building June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 11.01 6.13 1.00 209

7-9 AM Peak Hour Enter 1.36 0.00 1.00 26 7-9 AM Peak Hour Exit 0.19 0.00 1.00 4 7-9 AM Peak Hour Total 1.55 1.39 1.00 29

4-6 PM Peak Hour Enter 0.25 0.00 1.00 5 4-6 PM Peak Hour Exit 1.24 0.00 1.00 24 4-6 PM Peak Hour Total 1.49 1.37 1.00 28

Saturday 2-Way Volume 2.37 2.08 1.00 45

Saturday Peak Hour Enter 0.22 0.00 1.00 4 Saturday Peak Hour Exit 0.19 0.00 1.00 4 Saturday Peak Hour Total 0.41 0.68 1.00 8 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 13 Summary of Multi-Use Trip Generation Average Weekday Driveway Volumes June 06, 2005 ______

24 Hour AM Pk Hour PM Pk Hour Two-Way Land Use Size Volume Enter Exit Enter Exit ______

Residential Condominium / Townhouse 20 Dwelling Units 117 1 7 7 3 Medical-Dental Office Building 4.8 Th.Gr.Sq.Ft. 173 9 2 5 13 ______

Total 290 10 9 12 16 ______

Note: A zero indicates no data available.

TRIP GENERATION BY MICROTRANS Related Project 14 Summary of Trip Generation Calculation For 37 Dwelling Units of Apartments June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 6.72 3.02 1.00 249

7-9 AM Peak Hour Enter 0.10 0.00 1.00 4 7-9 AM Peak Hour Exit 0.41 0.00 1.00 15 7-9 AM Peak Hour Total 0.51 0.73 1.00 19

4-6 PM Peak Hour Enter 0.40 0.00 1.00 15 4-6 PM Peak Hour Exit 0.22 0.00 1.00 8 4-6 PM Peak Hour Total 0.62 0.82 1.00 23

Saturday 2-Way Volume 6.39 2.99 1.00 236

Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.52 0.74 1.00 19 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 15 Summary of Trip Generation Calculation For 85 Th.Gr.Sq.Ft. of Medical-Dental Office Building June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 36.13 10.18 1.00 3071

7-9 AM Peak Hour Enter 1.96 0.00 1.00 167 7-9 AM Peak Hour Exit 0.52 0.00 1.00 44 7-9 AM Peak Hour Total 2.48 1.94 1.00 211

4-6 PM Peak Hour Enter 1.00 0.00 1.00 85 4-6 PM Peak Hour Exit 2.72 0.00 1.00 231 4-6 PM Peak Hour Total 3.72 2.50 1.00 316

Saturday 2-Way Volume 8.96 9.17 1.00 762

Saturday Peak Hour Enter 2.07 0.00 1.00 176 Saturday Peak Hour Exit 1.56 0.00 1.00 133 Saturday Peak Hour Total 3.63 1.93 1.00 309 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 16 Summary of Trip Generation Calculation For 30 Th.Gr.Sq.Ft. of Health/Fitness Club June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 32.93 0.00 1.00 988

7-9 AM Peak Hour Enter 0.51 0.00 1.00 15 7-9 AM Peak Hour Exit 0.70 0.00 1.00 21 7-9 AM Peak Hour Total 1.21 1.34 1.00 36

4-6 PM Peak Hour Enter 2.07 0.00 1.00 62 4-6 PM Peak Hour Exit 1.98 0.00 1.00 59 4-6 PM Peak Hour Total 4.05 2.03 1.00 122

Saturday 2-Way Volume 20.87 0.00 1.00 626

Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 2.60 0.00 1.00 78 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 17 Summary of Trip Generation Calculation For 90 T.G.L.A. of Shopping Center June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 42.94 21.38 1.00 3865

7-9 AM Peak Hour Enter 0.63 0.00 1.00 57 7-9 AM Peak Hour Exit 0.40 0.00 1.00 36 7-9 AM Peak Hour Total 1.03 1.40 1.00 93

4-6 PM Peak Hour Enter 1.80 0.00 1.00 162 4-6 PM Peak Hour Exit 1.95 0.00 1.00 176 4-6 PM Peak Hour Total 3.75 2.75 1.00 338

Saturday 2-Way Volume 49.97 22.62 1.00 4497

Saturday Peak Hour Enter 2.58 0.00 1.00 232 Saturday Peak Hour Exit 2.39 0.00 1.00 215 Saturday Peak Hour Total 4.97 3.11 1.00 447 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 18 Summary of Trip Generation Calculation For 4.55 T.G.L.A. of Specialty Retail Center June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 44.32 15.52 1.00 202

7-9 AM Peak Hour Enter 0.00 0.00 1.00 0 7-9 AM Peak Hour Exit 0.00 0.00 1.00 0 7-9 AM Peak Hour Total 0.00 0.00 1.00 0

4-6 PM Peak Hour Enter 1.19 0.00 1.00 5 4-6 PM Peak Hour Exit 1.52 0.00 1.00 7 4-6 PM Peak Hour Total 2.71 1.83 1.00 12

Saturday 2-Way Volume 42.04 13.97 1.00 191

Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.00 0.00 1.00 0 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 19 Summary of Multi-Use Trip Generation Average Weekday Driveway Volumes June 06, 2005 ______

24 Hour AM Pk Hour PM Pk Hour Two-Way Land Use Size Volume Enter Exit Enter Exit ______

Residential Condominium / Townhouse 20 Dwelling Units 117 1 7 7 3 Specialty Retail Center 12 T.G.L.A. 532 0 0 14 18 ______

Total 649 1 7 21 21 ______

Note: A zero indicates no data available.

TRIP GENERATION BY MICROTRANS Related Project 20 Summary of Trip Generation Calculation For 16 Dwelling Units of Residential Condominium / Townhouse June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 5.86 3.09 1.00 94

7-9 AM Peak Hour Enter 0.07 0.00 1.00 1 7-9 AM Peak Hour Exit 0.37 0.00 1.00 6 7-9 AM Peak Hour Total 0.44 0.69 1.00 7

4-6 PM Peak Hour Enter 0.35 0.00 1.00 6 4-6 PM Peak Hour Exit 0.17 0.00 1.00 3 4-6 PM Peak Hour Total 0.52 0.75 1.00 8

Saturday 2-Way Volume 5.67 3.10 1.00 91

Saturday Peak Hour Enter 0.25 0.00 1.00 4 Saturday Peak Hour Exit 0.22 0.00 1.00 4 Saturday Peak Hour Total 0.47 0.71 1.00 8 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 21 Summary of Trip Generation Calculation For 80 Dwelling Units of Congregate Care Facility June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 2.02 0.00 1.00 162

7-9 AM Peak Hour Enter 0.04 0.00 1.00 3 7-9 AM Peak Hour Exit 0.02 0.00 1.00 2 7-9 AM Peak Hour Total 0.06 0.24 1.00 5

4-6 PM Peak Hour Enter 0.09 0.00 1.00 7 4-6 PM Peak Hour Exit 0.08 0.00 1.00 6 4-6 PM Peak Hour Total 0.17 0.41 1.00 14

Saturday 2-Way Volume 0.00 0.00 1.00 0

Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.00 0.00 1.00 0 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 22 Summary of Trip Generation Calculation For 11 Dwelling Units of Residential Condominium / Townhouse June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 5.86 3.09 1.00 64

7-9 AM Peak Hour Enter 0.07 0.00 1.00 1 7-9 AM Peak Hour Exit 0.37 0.00 1.00 4 7-9 AM Peak Hour Total 0.44 0.69 1.00 5

4-6 PM Peak Hour Enter 0.35 0.00 1.00 4 4-6 PM Peak Hour Exit 0.17 0.00 1.00 2 4-6 PM Peak Hour Total 0.52 0.75 1.00 6

Saturday 2-Way Volume 5.67 3.10 1.00 62

Saturday Peak Hour Enter 0.25 0.00 1.00 3 Saturday Peak Hour Exit 0.22 0.00 1.00 2 Saturday Peak Hour Total 0.47 0.71 1.00 5 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 23 Summary of Trip Generation Calculation For 9 Dwelling Units of Residential Condominium / Townhouse June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 5.86 3.09 1.00 53

7-9 AM Peak Hour Enter 0.07 0.00 1.00 1 7-9 AM Peak Hour Exit 0.37 0.00 1.00 3 7-9 AM Peak Hour Total 0.44 0.69 1.00 4

4-6 PM Peak Hour Enter 0.35 0.00 1.00 3 4-6 PM Peak Hour Exit 0.17 0.00 1.00 2 4-6 PM Peak Hour Total 0.52 0.75 1.00 5

Saturday 2-Way Volume 5.67 3.10 1.00 51

Saturday Peak Hour Enter 0.25 0.00 1.00 2 Saturday Peak Hour Exit 0.22 0.00 1.00 2 Saturday Peak Hour Total 0.47 0.71 1.00 4 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 24 Summary of Trip Generation Calculation For 11 Dwelling Units of Residential Condominium / Townhouse June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 5.86 3.09 1.00 64

7-9 AM Peak Hour Enter 0.07 0.00 1.00 1 7-9 AM Peak Hour Exit 0.37 0.00 1.00 4 7-9 AM Peak Hour Total 0.44 0.69 1.00 5

4-6 PM Peak Hour Enter 0.35 0.00 1.00 4 4-6 PM Peak Hour Exit 0.17 0.00 1.00 2 4-6 PM Peak Hour Total 0.52 0.75 1.00 6

Saturday 2-Way Volume 5.67 3.10 1.00 62

Saturday Peak Hour Enter 0.25 0.00 1.00 3 Saturday Peak Hour Exit 0.22 0.00 1.00 2 Saturday Peak Hour Total 0.47 0.71 1.00 5 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 25 Summary of Trip Generation Calculation For 38 Dwelling Units of Residential Condominium / Townhouse June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 5.86 3.09 1.00 223

7-9 AM Peak Hour Enter 0.07 0.00 1.00 3 7-9 AM Peak Hour Exit 0.37 0.00 1.00 14 7-9 AM Peak Hour Total 0.44 0.69 1.00 17

4-6 PM Peak Hour Enter 0.35 0.00 1.00 13 4-6 PM Peak Hour Exit 0.17 0.00 1.00 6 4-6 PM Peak Hour Total 0.52 0.75 1.00 20

Saturday 2-Way Volume 5.67 3.10 1.00 215

Saturday Peak Hour Enter 0.25 0.00 1.00 10 Saturday Peak Hour Exit 0.22 0.00 1.00 8 Saturday Peak Hour Total 0.47 0.71 1.00 18 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 26 Summary of Trip Generation Calculation For 13 Dwelling Units of Residential Condominium / Townhouse June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 5.86 3.09 1.00 76

7-9 AM Peak Hour Enter 0.07 0.00 1.00 1 7-9 AM Peak Hour Exit 0.37 0.00 1.00 5 7-9 AM Peak Hour Total 0.44 0.69 1.00 6

4-6 PM Peak Hour Enter 0.35 0.00 1.00 5 4-6 PM Peak Hour Exit 0.17 0.00 1.00 2 4-6 PM Peak Hour Total 0.52 0.75 1.00 7

Saturday 2-Way Volume 5.67 3.10 1.00 74

Saturday Peak Hour Enter 0.25 0.00 1.00 3 Saturday Peak Hour Exit 0.22 0.00 1.00 3 Saturday Peak Hour Total 0.47 0.71 1.00 6 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 27 Summary of Trip Generation Calculation For 23 Dwelling Units of Residential Condominium / Townhouse June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 5.86 3.09 1.00 135

7-9 AM Peak Hour Enter 0.07 0.00 1.00 2 7-9 AM Peak Hour Exit 0.37 0.00 1.00 9 7-9 AM Peak Hour Total 0.44 0.69 1.00 10

4-6 PM Peak Hour Enter 0.35 0.00 1.00 8 4-6 PM Peak Hour Exit 0.17 0.00 1.00 4 4-6 PM Peak Hour Total 0.52 0.75 1.00 12

Saturday 2-Way Volume 5.67 3.10 1.00 130

Saturday Peak Hour Enter 0.25 0.00 1.00 6 Saturday Peak Hour Exit 0.22 0.00 1.00 5 Saturday Peak Hour Total 0.47 0.71 1.00 11 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 28 Summary of Trip Generation Calculation For 1 Dwelling Units of Apartments June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 6.72 3.02 1.00 7

7-9 AM Peak Hour Enter 0.10 0.00 1.00 0 7-9 AM Peak Hour Exit 0.41 0.00 1.00 0 7-9 AM Peak Hour Total 0.51 0.73 1.00 1

4-6 PM Peak Hour Enter 0.40 0.00 1.00 0 4-6 PM Peak Hour Exit 0.22 0.00 1.00 0 4-6 PM Peak Hour Total 0.62 0.82 1.00 1

Saturday 2-Way Volume 6.39 2.99 1.00 6

Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.52 0.74 1.00 1 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 29 Summary of Trip Generation Calculation For 4 Dwelling Units of Residential Condominium / Townhouse June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 5.86 3.09 1.00 23

7-9 AM Peak Hour Enter 0.07 0.00 1.00 0 7-9 AM Peak Hour Exit 0.37 0.00 1.00 1 7-9 AM Peak Hour Total 0.44 0.69 1.00 2

4-6 PM Peak Hour Enter 0.35 0.00 1.00 1 4-6 PM Peak Hour Exit 0.17 0.00 1.00 1 4-6 PM Peak Hour Total 0.52 0.75 1.00 2

Saturday 2-Way Volume 5.67 3.10 1.00 23

Saturday Peak Hour Enter 0.25 0.00 1.00 1 Saturday Peak Hour Exit 0.22 0.00 1.00 1 Saturday Peak Hour Total 0.47 0.71 1.00 2 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 30 Summary of Trip Generation Calculation For 3 Dwelling Units of Residential Condominium / Townhouse June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 5.86 3.09 1.00 18

7-9 AM Peak Hour Enter 0.07 0.00 1.00 0 7-9 AM Peak Hour Exit 0.37 0.00 1.00 1 7-9 AM Peak Hour Total 0.44 0.69 1.00 1

4-6 PM Peak Hour Enter 0.35 0.00 1.00 1 4-6 PM Peak Hour Exit 0.17 0.00 1.00 1 4-6 PM Peak Hour Total 0.52 0.75 1.00 2

Saturday 2-Way Volume 5.67 3.10 1.00 17

Saturday Peak Hour Enter 0.25 0.00 1.00 1 Saturday Peak Hour Exit 0.22 0.00 1.00 1 Saturday Peak Hour Total 0.47 0.71 1.00 1 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 31 Summary of Trip Generation Calculation For 40 Dwelling Units of Residential Condominium / Townhouse June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 5.86 3.09 1.00 234

7-9 AM Peak Hour Enter 0.07 0.00 1.00 3 7-9 AM Peak Hour Exit 0.37 0.00 1.00 15 7-9 AM Peak Hour Total 0.44 0.69 1.00 18

4-6 PM Peak Hour Enter 0.35 0.00 1.00 14 4-6 PM Peak Hour Exit 0.17 0.00 1.00 7 4-6 PM Peak Hour Total 0.52 0.75 1.00 21

Saturday 2-Way Volume 5.67 3.10 1.00 227

Saturday Peak Hour Enter 0.25 0.00 1.00 10 Saturday Peak Hour Exit 0.22 0.00 1.00 9 Saturday Peak Hour Total 0.47 0.71 1.00 19 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 32 Summary of Trip Generation Calculation For 11.085 T.G.L.A. of Specialty Retail Center June 06, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 44.32 15.52 1.00 491

7-9 AM Peak Hour Enter 0.00 0.00 1.00 0 7-9 AM Peak Hour Exit 0.00 0.00 1.00 0 7-9 AM Peak Hour Total 0.00 0.00 1.00 0

4-6 PM Peak Hour Enter 1.19 0.00 1.00 13 4-6 PM Peak Hour Exit 1.52 0.00 1.00 17 4-6 PM Peak Hour Total 2.71 1.83 1.00 30

Saturday 2-Way Volume 42.04 13.97 1.00 466

Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.00 0.00 1.00 0 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 33 Summary of Multi-Use Trip Generation Average Weekday Driveway Volumes June 06, 2005 ______

24 Hour AM Pk Hour PM Pk Hour Two-Way Land Use Size Volume Enter Exit Enter Exit ______

Residential Condominium / Townhouse 53 Dwelling Units 311 4 20 19 9 Specialty Retail Center 14 T.G.L.A. 620 0 0 17 21 ______

Total 931 4 20 36 30 ______

Note: A zero indicates no data available.

TRIP GENERATION BY MICROTRANS Related Project 34 Summary of Trip Generation Calculation For 35 Dwelling Units of Residential Condominium / Townhouse August 07, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 5.86 3.09 1.00 205

7-9 AM Peak Hour Enter 0.07 0.00 1.00 2 7-9 AM Peak Hour Exit 0.37 0.00 1.00 13 7-9 AM Peak Hour Total 0.44 0.69 1.00 15

4-6 PM Peak Hour Enter 0.35 0.00 1.00 12 4-6 PM Peak Hour Exit 0.17 0.00 1.00 6 4-6 PM Peak Hour Total 0.52 0.75 1.00 18

Saturday 2-Way Volume 5.67 3.10 1.00 198

Saturday Peak Hour Enter 0.25 0.00 1.00 9 Saturday Peak Hour Exit 0.22 0.00 1.00 8 Saturday Peak Hour Total 0.47 0.71 1.00 16 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 35 Summary of Trip Generation Calculation For 19 Dwelling Units of Apartments August 07, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 6.72 3.02 1.00 128

7-9 AM Peak Hour Enter 0.10 0.00 1.00 2 7-9 AM Peak Hour Exit 0.41 0.00 1.00 8 7-9 AM Peak Hour Total 0.51 0.73 1.00 10

4-6 PM Peak Hour Enter 0.40 0.00 1.00 8 4-6 PM Peak Hour Exit 0.22 0.00 1.00 4 4-6 PM Peak Hour Total 0.62 0.82 1.00 12

Saturday 2-Way Volume 6.39 2.99 1.00 121

Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.52 0.74 1.00 10 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS

Related Project 36 Estimated Project Traffic Generation

Daily AM Peak Hour PM Peak Hour Proposed Land Use Traffic Total In Out Total In Out UCLA 2,000 beds 2,496 234 20 214 312 194 118 296,700 s.f. Phase II 428 21 21 0 47 7 40 1,500 parking spaces 5,630 442 389 53 463 139 324 191,900 s.f. Physics/Astronomy 18 2 2 0 2 0 2 95,000 s.f. Research Center 137 10 10 0 12 2 10 166,000 s.f. Nanosystems Inst. 98 11 11 0 13 0 13 Remaining 2002 LRDP growth 544 ------9,351 720 453 267 849 342 507 Related Project 37 Summary of Trip Generation Calculation For 106 Seats of Movie Theatre W/O Matinee August 07, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 1.76 0.00 1.00 187

7-9 AM Peak Hour Enter 0.00 0.00 1.00 0 7-9 AM Peak Hour Exit 0.00 0.00 1.00 0 7-9 AM Peak Hour Total 0.01 0.00 1.00 1

4-6 PM Peak Hour Enter 0.05 0.00 1.00 5 4-6 PM Peak Hour Exit 0.02 0.00 1.00 2 4-6 PM Peak Hour Total 0.07 0.00 1.00 7

Saturday 2-Way Volume 2.24 0.00 1.00 237

Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.36 0.00 1.00 38 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 38 Summary of Multi-Use Trip Generation Average Weekday Driveway Volumes August 07, 2005 ______

24 Hour AM Pk Hour PM Pk Hour Two-Way Land Use Size Volume Enter Exit Enter Exit ______

Shopping Center 15 T.G.L.A. 1979 31 20 86 93 High Turnover (Sit-Down) Restaurant 2.993 Th.Gr.Sq.Ft. 381 18 17 20 13 Medical-Dental Office Building 74 Th.Gr.Sq.Ft. 2811 0 0 64 174 Movie Theatre with Matinee 1135 Seats 0 0 0 34 45 ______

Total 5171 49 37 204 325 ______

Note: A zero indicates no data available.

TRIP GENERATION BY MICROTRANS Related Project 39 Summary of Multi-Use Trip Generation Average Weekday Driveway Volumes August 07, 2005 ______

24 Hour AM Pk Hour PM Pk Hour Two-Way Land Use Size Volume Enter Exit Enter Exit ______

Shopping Center 115 T.G.L.A. 7437 104 66 330 357 Apartments 350 Dwelling Units 2352 35 144 140 77 ______

Total 9789 139 210 470 434 ______

Note: A zero indicates no data available.

TRIP GENERATION BY MICROTRANS Related Project 40 Summary of Trip Generation Calculation For 937 Th.Gr.Sq.Ft. of Corporate Headquarters Building August 07, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 7.57 0.00 1.00 7097

7-9 AM Peak Hour Enter 1.28 0.00 1.00 1197 7-9 AM Peak Hour Exit 0.10 0.00 1.00 90 7-9 AM Peak Hour Total 1.37 0.00 1.00 1288

4-6 PM Peak Hour Enter 0.11 0.00 1.00 106 4-6 PM Peak Hour Exit 1.02 0.00 1.00 951 4-6 PM Peak Hour Total 1.13 0.00 1.00 1057

Saturday 2-Way Volume 0.00 0.00 1.00 0

Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.00 0.00 1.00 0 ______

Note: A zero indicates no data available. The above rates were calculated from these equations:

24-Hr. 2-Way Volume: LN(T) = .97LN(X) + 2.23, R^2 = 0.94 7-9 AM Peak Hr. Total: LN(T) = .95LN(X) + .66 R^2 = 0.8 , 0.93 Enter, 0.07 Exit 4-6 PM Peak Hr. Total: LN(T) = .87LN(X) + 1.01 R^2 = 0.78 , 0.1 Enter, 0.9 Exit AM Gen Pk Hr. Total: LN(T) = .95LN(X) + .66 R^2 = 0.8 , 0.93 Enter, 0.07 Exit PM Gen Pk Hr. Total: LN(T) = .87LN(X) + 1.01 R^2 = 0.78 , 0.1 Enter, 0.9 Exit Sat. 2-Way Volume: 0, R^2 = 0 Sat. Pk Hr. Total: 0 R^2 = 0 , 0 Enter, 0 Exit Sun. 2-Way Volume: 0, R^2 = 0 Sun. Pk Hr. Total: 0 R^2 = 0 , 0 Enter, 0 Exit ______Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Projects 41 Summary of Multi-Use Trip Generation Average Weekday Driveway Volumes August 07, 2005 ______

24 Hour AM Pk Hour PM Pk Hour Two-Way Land Use Size Volume Enter Exit Enter Exit ______

Apartments 41 Dwelling Units 276 4 17 16 9 Specialty Retail Center 6.1 T.G.L.A. 270 0 0 7 9 ______

Total 546 4 17 23 18 ______

Note: A zero indicates no data available.

TRIP GENERATION BY MICROTRANS Related Project 42 Summary of Trip Generation Calculation For 93 Dwelling Units of High-Rise Residential Condo / Townhouse August 07, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 4.18 2.08 1.00 389

7-9 AM Peak Hour Enter 0.06 0.00 1.00 6 7-9 AM Peak Hour Exit 0.28 0.00 1.00 26 7-9 AM Peak Hour Total 0.34 0.59 1.00 32

4-6 PM Peak Hour Enter 0.24 0.00 1.00 22 4-6 PM Peak Hour Exit 0.14 0.00 1.00 13 4-6 PM Peak Hour Total 0.38 0.62 1.00 35

Saturday 2-Way Volume 4.31 2.11 1.00 401

Saturday Peak Hour Enter 0.15 0.00 1.00 14 Saturday Peak Hour Exit 0.20 0.00 1.00 19 Saturday Peak Hour Total 0.35 0.59 1.00 33 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 43 Summary of Multi-Use Trip Generation Average Weekday Driveway Volumes August 07, 2005 ______

24 Hour AM Pk Hour PM Pk Hour Two-Way Land Use Size Volume Enter Exit Enter Exit ______

Residential Condominium / Townhouse 119 Dwelling Units 697 8 44 42 20 Hotel -66 Rooms -539 -22 -15 -20 -18 ______

Total 158 -14 29 22 2 ______

Note: A zero indicates no data available.

TRIP GENERATION BY MICROTRANS Related Project 44 Summary of Trip Generation Calculation For 6 Vehicle Fueling Positions of Service Station with Convenience Market August 07, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 162.78 68.16 1.00 977

7-9 AM Peak Hour Enter 5.03 0.00 1.00 30 7-9 AM Peak Hour Exit 5.03 0.00 1.00 30 7-9 AM Peak Hour Total 10.06 6.01 1.00 60

4-6 PM Peak Hour Enter 6.69 0.00 1.00 40 4-6 PM Peak Hour Exit 6.69 0.00 1.00 40 4-6 PM Peak Hour Total 13.38 7.98 1.00 80

Saturday 2-Way Volume 0.00 0.00 1.00 0

Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.00 0.00 1.00 0 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS

Related Project 45 Estimated Project Traffic Generation

Daily AM Peak Hour PM Peak Hour Proposed Land Use Traffic Total In Out Total In Out 360,000 s.f. Studio Expansion 4,086 450 420 30 280 54 226

Related Project 46 Summary of Trip Generation Calculation For 14.8 Th.Gr.Sq.Ft. of High School August 07, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 12.89 7.17 1.00 191

7-9 AM Peak Hour Enter 2.17 0.00 1.00 32 7-9 AM Peak Hour Exit 0.89 0.00 1.00 13 7-9 AM Peak Hour Total 3.06 2.36 1.00 45

4-6 PM Peak Hour Enter 0.52 0.00 1.00 8 4-6 PM Peak Hour Exit 0.45 0.00 1.00 7 4-6 PM Peak Hour Total 0.97 1.11 1.00 14

Saturday 2-Way Volume 4.37 3.67 1.00 65

Saturday Peak Hour Enter 0.52 0.00 1.00 8 Saturday Peak Hour Exit 0.29 0.00 1.00 4 Saturday Peak Hour Total 0.81 1.08 1.00 12 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 47 Summary of Trip Generation Calculation For 508.6 Th.Gr.Sq.Ft. of General Office Building August 07, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 9.18 0.00 1.00 4668

7-9 AM Peak Hour Enter 1.19 0.00 1.00 606 7-9 AM Peak Hour Exit 0.16 0.00 1.00 83 7-9 AM Peak Hour Total 1.35 0.00 1.00 689

4-6 PM Peak Hour Enter 0.22 0.00 1.00 110 4-6 PM Peak Hour Exit 1.06 0.00 1.00 538 4-6 PM Peak Hour Total 1.27 0.00 1.00 648

Saturday 2-Way Volume 2.18 0.00 1.00 1107

Saturday Peak Hour Enter 0.15 0.00 1.00 75 Saturday Peak Hour Exit 0.12 0.00 1.00 64 Saturday Peak Hour Total 0.27 0.00 1.00 138 ______

Note: A zero indicates no data available. The above rates were calculated from these equations:

24-Hr. 2-Way Volume: LN(T) = .77LN(X) + 3.65, R^2 = 0.8 7-9 AM Peak Hr. Total: LN(T) = .8LN(X) + 1.55 R^2 = 0.83 , 0.88 Enter, 0.12 Exit 4-6 PM Peak Hr. Total: T = 1.12(X) + 78.81 R^2 = 0.82 , 0.17 Enter, 0.83 Exit AM Gen Pk Hr. Total: LN(T) = .8LN(X) + 1.55 R^2 = 0.83 , 0.88 Enter, 0.12 Exit PM Gen Pk Hr. Total: T = 1.12(X) + 78.81 R^2 = 0.82 , 0.17 Enter, 0.83 Exit Sat. 2-Way Volume: T = 2.14(X) + 18.47, R^2 = 0.66 Sat. Pk Hr. Total: LN(T) = .81LN(X) + -.12 R^2 = 0.59 , 0.54 Enter, 0.46 Exit Sun. 2-Way Volume: LN(T) = .86LN(X) + .31, R^2 = 0.5 Sun. Pk Hr. Total: LN(T) = .61LN(X) + -.23 R^2 = 0.56 , 0.58 Enter, 0.42 Exit ______Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 48 Summary of Trip Generation Calculation For 71 T.G.L.A. of Shopping Center August 07, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 76.56 0.00 1.00 5436

7-9 AM Peak Hour Enter 1.09 0.00 1.00 78 7-9 AM Peak Hour Exit 0.70 0.00 1.00 50 7-9 AM Peak Hour Total 1.79 0.00 1.00 127

4-6 PM Peak Hour Enter 3.38 0.00 1.00 240 4-6 PM Peak Hour Exit 3.66 0.00 1.00 260 4-6 PM Peak Hour Total 7.03 0.00 1.00 499

Saturday 2-Way Volume 104.88 0.00 1.00 7446

Saturday Peak Hour Enter 5.07 0.00 1.00 360 Saturday Peak Hour Exit 4.68 0.00 1.00 333 Saturday Peak Hour Total 9.76 0.00 1.00 693 ______

Note: A zero indicates no data available. The above rates were calculated from these equations:

24-Hr. 2-Way Volume: LN(T) = .65LN(X) + 5.83, R^2 = 0.78 7-9 AM Peak Hr. Total: LN(T) = .6LN(X) + 2.29 R^2 = 0.52 , 0.61 Enter, 0.39 Exit 4-6 PM Peak Hr. Total: LN(T) = .66LN(X) + 3.4 R^2 = 0.81 , 0.48 Enter, 0.52 Exit AM Gen Pk Hr. Total: 0 R^2 = 0 , 0 Enter, 0 Exit PM Gen Pk Hr. Total: 0 R^2 = 0 , 0 Enter, 0 Exit Sat. 2-Way Volume: LN(T) = .63LN(X) + 6.23, R^2 = 0.82 Sat. Pk Hr. Total: LN(T) = .65LN(X) + 3.77 R^2 = 0.84 , 0.52 Enter, 0.48 Exit Sun. 2-Way Volume: T = 15.63(X) + 4214.46, R^2 = 0.52 Sun. Pk Hr. Total: 0 R^2 = 0 , 0 Enter, 0 Exit ______Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Kaku Associates, Inc . 4/26/2005

TABLE 1 TRIP GENERATION ESTIMATE 10131 CONSTELLATION BOULEVARD RESIDENTIAL PROJECT/CENTURY CITY

Trip Generation Rates [a] Estimated Trip Generation ITE [a] Daily AM Peak Hour PM Peak Hour Trip Rate Daily AM Peak Hour Trips PM Peak Hour Trips Land Use Size Code Rate Rate % In % Out Rate % In % Out Unit Trips In Out Total In Out Total

PROPOSED PROJECT Condominium Units - Tower 1 194 units 232 4.18 0.34 19% 81% 0.38 62% 38% per unit 811 13 53 66 46 28 74 Condominium Units - Tower 2 194 units 232 4.18 0.34 19% 81% 0.38 62% 38% per unit 811 13 53 66 46 28 74 Condominium Units - Loft Housing 95 units 232 4.18 0.34 19% 81% 0.38 62% 38% per unit 397 6 26 32 22 14 36 Total Proposed 483 units 2,019 32 132 164 114 70 184

EXISTING USE TO BE REMOVED Bank: Retail Bank [b] 9.150 ksf AM - 912 / PM -TIMP 246.49 12.34 56% 44% 43.63 50% 50% per 1000 sf 2,255 63 50 113 200 199 399 Less Pass-by Credit [c] -20% (451) (13) (10) (23) (40) (40) (80)

Office [b] 6.700 ksf AM - 710 / PM -TIMP 11.01 1.55 88% 12% 2.84 17% 83% per 1000 sf 74 9 1 10 3 16 19 Restaurant [d] 19.754 ksf 931 (Daily + AM) 89.95 0.81 60% 40% Empirical per 1000 sf 1,777 10 6 16 * * * Total Existing 3,655 69 47 116 163 175 338

NET INCREMENTAL TRIPS (1,636) (37) 85 48 (49) (105) (154)

Notes: * Negligible. [a] Source: Institute of Transportation Engineers (ITE), "Trip Generation, 7h Edition," 2003, unless otherwise noted. Source for PM peak hour rates for existing bank and office building: City of Los Angeles, "West Los Angeles Transportation Improvement and Mitigation Specific Plan (WLA TIMP)," Adopted March 8, 1997. The WLA TIMP does not provide a trip rate for high-rise condominiums such as the proposed project, therefore LADOT has determined that the ITE trip generation rate should be used for such purpose, as permitted by the WLA TIMP. [b] The entire ground floor (7,175 sf) of the existing bank building plus the drive-through facility (1,975 sf) is retail bank and entire second floor (6,700 sf) is office space. [c] Source: Los Angeles Department of Transportation, "Traffic Study Policies and Procedures, Attachment H, LADOT Policy on Pass-by Trips," March 2002. [d] Restaurant trip generation during peak hours is assumed to be employee, loading and service trips only, since restaurant is not open for dinner and nightclub does not open until 8 PM. Kaku Associates conducted a comparative analysis of the empirical data provided by the "Century Supper Club" and the ITE trip generation rate. According to the empirical data, number of employees arriving for the 9:00 AM to 6:00 PM shift (30 employees on a weekday) was converted to 20 vehicle trips using an average vehicle ridership (AVR) ratio of 1.5. 1 delivery vehicle was estimated to arrive and depart during the AM peak hour. This would result in a total of 22 trip in the AM peak hour with 21 inbound and 1 outbound trip. Since ITE rates were found to be more conservative during the AM peak hour, they were used for the analysis.Also, AM peak hour trips were split into inbound/outbound trips using the percentage split stated in SANDAG. Related Project 50 Summary of Trip Generation Calculation For 791 Th.Gr.Sq.Ft. of General Office Building August 07, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 8.29 0.00 1.00 6558

7-9 AM Peak Hour Enter 1.09 0.00 1.00 863 7-9 AM Peak Hour Exit 0.15 0.00 1.00 118 7-9 AM Peak Hour Total 1.24 0.00 1.00 981

4-6 PM Peak Hour Enter 0.21 0.00 1.00 164 4-6 PM Peak Hour Exit 1.01 0.00 1.00 801 4-6 PM Peak Hour Total 1.22 0.00 1.00 965

Saturday 2-Way Volume 2.16 0.00 1.00 1711

Saturday Peak Hour Enter 0.13 0.00 1.00 107 Saturday Peak Hour Exit 0.11 0.00 1.00 91 Saturday Peak Hour Total 0.25 0.00 1.00 197 ______

Note: A zero indicates no data available. The above rates were calculated from these equations:

TRIP GENERATION BY MICROTRANS Related Project 51

Table 1 Project Trip Generation Rates (Per Student and 1,000 s.f. Retail) AM Peak Hour PM Peak Hour Land Use ITE Code Daily Total In Out Total In Out Private School K - 8 534 3.17 0.90 0.50 0.40 0.61 0.29 0.32 Day Care Center 565 4.48 0.80 0.42 0.38 0.82 0.39 0.43 Specialty Retail 814 44.32 1.33 0.80 0.53 2.71 1.19 1.52

Table 2 Estimated Project Traffic Generation

Daily AM Peak Hour PM Peak Hour Proposed Land Use Traffic Total In Out Total In Out 216 Student Enrollment K - 8 685 194 108 86 132 63 69 84 Student Enrollment Pre - K 376 67 35 32 69 33 36 Sub-total project 1,061 261 143 118 201 96 105 Less Existing 45 Student Enrollment K - 8 - 143 - 41 - 23 - 18 - 27 - 13 - 14 3,757 Specialty Retail - 167 - 5 - 3 - 2 - 10 - 4 - 6 Sub-total credit - 310 - 46 - 26 - 20 - 37 - 17 - 20 Net Trips 751 215 117 98 164 79 85

Note: afternoon rates are peak hour of generator.

Related Project 53 Estimated Project Traffic Generation

Daily AM Peak Hour PM Peak Hour Proposed Land Use Traffic Total In Out Total In Out 122,000 s.f. Private School 72 37 28 9 11 2 9 Related Project 54 Summary of Multi-Use Trip Generation Average Weekday Driveway Volumes August 07, 2005 ______

24 Hour AM Pk Hour PM Pk Hour Two-Way Land Use Size Volume Enter Exit Enter Exit ______

Residential Condominium / Townhouse 65 Dwelling Units 381 5 24 23 11 Assisted Living 181 Beds 481 16 9 18 22 Movie Theatre with Matinee -20 Th.Gr.Sq.Ft. 0 0 0 0 0 ______

Total 862 21 33 41 33 ______

Note: A zero indicates no data available.

TRIP GENERATION BY MICROTRANS Related Project 55 Summary of Multi-Use Trip Generation Average Weekday Driveway Volumes August 07, 2005 ______

24 Hour AM Pk Hour PM Pk Hour Two-Way Land Use Size Volume Enter Exit Enter Exit ______

Shopping Center 78 T.G.L.A. 5778 82 53 255 276 General Office Building 12 Th.Gr.Sq.Ft. 261 30 4 16 77 ______

Total 6039 112 57 271 353 ______

Note: A zero indicates no data available.

TRIP GENERATION BY MICROTRANS Related Project 56 Summary of Trip Generation Calculation For 44.896 Th.Gr.Sq.Ft. of Medical-Dental Office Building August 07, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 36.13 10.18 1.00 1622

7-9 AM Peak Hour Enter 1.96 0.00 1.00 88 7-9 AM Peak Hour Exit 0.52 0.00 1.00 23 7-9 AM Peak Hour Total 2.48 1.94 1.00 111

4-6 PM Peak Hour Enter 1.00 0.00 1.00 45 4-6 PM Peak Hour Exit 2.72 0.00 1.00 122 4-6 PM Peak Hour Total 3.72 2.50 1.00 167

Saturday 2-Way Volume 8.96 9.17 1.00 402

Saturday Peak Hour Enter 2.07 0.00 1.00 93 Saturday Peak Hour Exit 1.56 0.00 1.00 70 Saturday Peak Hour Total 3.63 1.93 1.00 163 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 57 Summary of Multi-Use Trip Generation Average Weekday Driveway Volumes August 07, 2005 ______

24 Hour AM Pk Hour PM Pk Hour Two-Way Land Use Size Volume Enter Exit Enter Exit ______

Residential Condominium / Townhouse 88 Dwelling Units 516 6 33 31 15 Shopping Center 40 T.G.L.A. 1718 25 16 72 78 ______

Total 2234 31 49 103 93 ______

Note: A zero indicates no data available.

TRIP GENERATION BY MICROTRANS Related Project 58 Summary of Trip Generation Calculation For 42 Rooms of Hotel August 07, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 8.17 3.38 1.00 343

7-9 AM Peak Hour Enter 0.34 0.00 1.00 14 7-9 AM Peak Hour Exit 0.22 0.00 1.00 9 7-9 AM Peak Hour Total 0.56 0.78 1.00 24

4-6 PM Peak Hour Enter 0.31 0.00 1.00 13 4-6 PM Peak Hour Exit 0.28 0.00 1.00 12 4-6 PM Peak Hour Total 0.59 0.80 1.00 25

Saturday 2-Way Volume 8.19 3.13 1.00 344

Saturday Peak Hour Enter 0.40 0.00 1.00 17 Saturday Peak Hour Exit 0.32 0.00 1.00 13 Saturday Peak Hour Total 0.72 0.87 1.00 30 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 59 Summary of Multi-Use Trip Generation Average Weekday Driveway Volumes August 07, 2005 ______

24 Hour AM Pk Hour PM Pk Hour Two-Way Land Use Size Volume Enter Exit Enter Exit ______

Synagogue 9 Th.Gr.Sq.Ft. 96 1 0 7 8 Private School (K-12) 10 Th.Gr.Sq.Ft. 0 22 13 0 0 ______

Total 96 23 13 7 8 ______

Note: A zero indicates no data available.

TRIP GENERATION BY MICROTRANS Related Project 60 Summary of Trip Generation Calculation For 66 Students of Private School (K-12) August 07, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 2.48 0.00 1.00 164

7-9 AM Peak Hour Enter 0.48 0.00 1.00 32 7-9 AM Peak Hour Exit 0.31 0.00 1.00 20 7-9 AM Peak Hour Total 0.79 0.90 1.00 52

4-6 PM Peak Hour Enter 0.07 0.00 1.00 5 4-6 PM Peak Hour Exit 0.10 0.00 1.00 7 4-6 PM Peak Hour Total 0.17 0.41 1.00 11

Saturday 2-Way Volume 0.00 0.00 1.00 0

Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.00 0.00 1.00 0 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 61 Summary of Trip Generation Calculation For 204 Rooms of Hotel August 07, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 8.17 3.38 1.00 1667

7-9 AM Peak Hour Enter 0.34 0.00 1.00 69 7-9 AM Peak Hour Exit 0.22 0.00 1.00 45 7-9 AM Peak Hour Total 0.56 0.78 1.00 114

4-6 PM Peak Hour Enter 0.31 0.00 1.00 63 4-6 PM Peak Hour Exit 0.28 0.00 1.00 57 4-6 PM Peak Hour Total 0.59 0.80 1.00 120

Saturday 2-Way Volume 8.19 3.13 1.00 1671

Saturday Peak Hour Enter 0.40 0.00 1.00 82 Saturday Peak Hour Exit 0.32 0.00 1.00 65 Saturday Peak Hour Total 0.72 0.87 1.00 147 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Table 5 Project Trip Generation Estimates

PM Peak Hour Component Size/Use Daily Inbound Outbound Total Existing Development 751,557 sq. ft. Shopping Center * 25,410 1,162 1,258 2,420 803 -seat Theater 1,510 64 56 120 Subtotal 26,920 1,226 1,314 2,540 Less 10% Shopping Center Pass-By (2,541) (116) (126) (242) Less 10% Theater Pass-By (151) (6) (6) (12) Total Existing Site Trips 24,228 1,104 1,182 2,286 Actual Site Traffic (5-day count average) 22,331 1,094 952 2,046

Total Future Development 723,466 sq. ft. Shopping Center * 24,793 1,132 1,226 2,358 2,340 -seat Theater 4,399 186 165 351 Subtotal 29,192 1,318 1,391 2,709 Less 10% Shopping Center Pass-By (2,479) (113) (123) (236) Less 10% Theater Pass-By (440) (19) (16) (35) Total Future Site Trips 26,273 1,186 1,252 2,438

Net Site Trip Increase 2,045 82 70 152

* gross leaseable square foot

Related Project 63 Summary of Multi-Use Trip Generation Average Weekday Driveway Volumes August 07, 2005 ______

24 Hour AM Pk Hour PM Pk Hour Two-Way Land Use Size Volume Enter Exit Enter Exit ______

Apartments 36 Dwelling Units 242 4 15 14 8 Specialty Retail Center 8.485 T.G.L.A. 376 0 0 10 13 ______

Total 618 4 15 24 21 ______

Note: A zero indicates no data available.

TRIP GENERATION BY MICROTRANS Related Project 64 Summary of Multi-Use Trip Generation Average Weekday Driveway Volumes August 07, 2005 ______

24 Hour AM Pk Hour PM Pk Hour Two-Way Land Use Size Volume Enter Exit Enter Exit ______

Convenience Market (Open 24 Hours) 3.75 Th.Gr.Sq.Ft. 2767 126 126 100 96 Pharmacy / Drugstore without Drive-Thru -3.75 Th.Gr.Sq.Ft. -338 -7 -5 -16 -16 ______

Total 2429 119 121 84 80 ______

Note: A zero indicates no data available.

TRIP GENERATION BY MICROTRANS Related Project 65 Summary of Trip Generation Calculation For 42 Th.Gr.Sq.Ft. of Private School (K-12) August 07, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 0.00 0.00 1.00 0

7-9 AM Peak Hour Enter 2.23 0.00 1.00 94 7-9 AM Peak Hour Exit 1.31 0.00 1.00 55 7-9 AM Peak Hour Total 3.54 0.00 1.00 149

4-6 PM Peak Hour Enter 0.00 0.00 1.00 0 4-6 PM Peak Hour Exit 0.00 0.00 1.00 0 4-6 PM Peak Hour Total 0.00 0.00 1.00 0

Saturday 2-Way Volume 0.00 0.00 1.00 0

Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.00 0.00 1.00 0 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS Related Project 66 Summary of Trip Generation Calculation For 42 Rooms of Hotel August 07, 2005 ______

Average Standard Adjustment Driveway Rate Deviation Factor Volume ______

Avg. Weekday 2-Way Volume 8.17 3.38 1.00 343

7-9 AM Peak Hour Enter 0.34 0.00 1.00 14 7-9 AM Peak Hour Exit 0.22 0.00 1.00 9 7-9 AM Peak Hour Total 0.56 0.78 1.00 24

4-6 PM Peak Hour Enter 0.31 0.00 1.00 13 4-6 PM Peak Hour Exit 0.28 0.00 1.00 12 4-6 PM Peak Hour Total 0.59 0.80 1.00 25

Saturday 2-Way Volume 8.19 3.13 1.00 344

Saturday Peak Hour Enter 0.40 0.00 1.00 17 Saturday Peak Hour Exit 0.32 0.00 1.00 13 Saturday Peak Hour Total 0.72 0.87 1.00 30 ______

Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003.

TRIP GENERATION BY MICROTRANS

APPENDIX F LEVEL OF SERVICE WORKSHEETS

INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 1 Avenue of the Stars and Santa Monica Boulevard (N) Scenario: Existing Conditions

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Counts VPL Critical Counts VPL Critical NB Left 285 157 * 825 454 * NB Thru 0 N/A 0 N/A NB Right 135 74 305 168

SB Left 0 N/A 0 N/A SB Thru 0 N/A 0 N/A SB Right 0 N/A 0 N/A

EB Left 0 N/A 0 N/A * EB Thru 1643 822 1126 563 EB Right 1072 1072 * 504 504

WB Left 509 280 * 300 165 WB Thru 1430 715 1587 794 * WB Right 0 N/A 0 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 2 2 NorthBound 0 0 NB Left-Thru 0 0 SouthBound 0 0 NB Thru 0 0 EastBound 157 227 NB Right-Thru 0 0 WestBound 0 0 NB Right 2 2

SB Left 0 0 Number of Phases 3 3 SB Left-Thru 0 0 Phasing Code 0 0 SB Thru 0 0 SB Right-Thru 0 0Capacity Codes 1,425 1,425 SB Right 0 0 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 2 2 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,195 794 EB Right 1 1 North/South Critical Volumes 157 454 Sum of Critical Volumes 1,352 1,247 WB Left 2 2 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 0.949 0.875 WB Right-Thru 0 0ATCS CMA Value 0.849 0.775 WB Right 0 0 Intersection Level of Service D C ======Existing Conditions INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 2 Avenue of the Stars and Santa Monica Boulevard (S) Scenario: Existing Conditions

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Counts VPL Critical Counts VPL Critical NB Left 34 34 * 40 40 NB Thru 354 118 948 316 * NB Right 237 237 254 254

SB Left 172 172 117 117 * SB Thru 1314 463 * 720 288 SB Right 75 N/A 143 N/A

EB Left 41 41 117 117 * EB Thru 682 227 720 240 EB Right 256 256 * 143 143

WB Left 135 135 * 167 167 WB Thru 436 236 722 389 * WB Right 36 N/A 56 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 1 1 NorthBound 0 0 NB Left-Thru 0 0 SouthBound 0 0 NB Thru 3 3 EastBound 0 0 NB Right-Thru 0 0 WestBound 0 0 NB Right 1 1

SB Left 1 1 Number of Phases 3 3 SB Left-Thru 0 0 Phasing Code 0 0 SB Thru 2 2 SB Right-Thru 1 1Capacity Codes 1,425 1,425 SB Right 0 0 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 3 3 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 391 506 EB Right 1 1 North/South Critical Volumes 497 433 Sum of Critical Volumes 888 939 WB Left 1 1 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 1 1 Intersection CMA Value 0.623 0.659 WB Right-Thru 1 1ATCS CMA Value 0.523 0.559 WB Right 0 0 Intersection Level of Service A A ======Existing Conditions INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 3 Avenue of the Stars and Constellation Boulevard Scenario: Existing Conditions

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Counts VPL Critical Counts VPL Critical NB Left 234 129 260 143 * NB Thru 1008 504 749 375 NB Right 653 653 * 266 266

SB Left 457 251 * 220 121 SB Thru 552 241 975 405 * SB Right 172 N/A 241 N/A

EB Left 80 80 134 134 EB Thru 308 154 * 218 109 EB Right 45 45 261 261 *

WB Left 47 47 * 180 180 * WB Thru 78 39 411 206 WB Right 118 118 251 251

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 2 2 NorthBound 0 0 NB Left-Thru 0 0 SouthBound 0 0 NB Thru 2 2 EastBound 0 0 NB Right-Thru 0 0 WestBound 0 0 NB Right 1 1

SB Left 2 2 Number of Phases 4 4 SB Left-Thru 0 0 Phasing Code 0 0 SB Thru 2 2 SB Right-Thru 1 1Capacity Codes 1,375 1,375 SB Right 0 0 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 2 2 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 201 441 EB Right 1 1 North/South Critical Volumes 904 548 Sum of Critical Volumes 1,105 989 WB Left 1 1 Capacity 1,375 1,375 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 0.804 0.720 WB Right-Thru 0 0ATCS CMA Value 0.704 0.620 WB Right 1 1 Intersection Level of Service C B ======Existing Conditions INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 4 Avenue of the Stars and Olympic Boulevard WB Scenario: Existing Conditions

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Counts VPL Critical Counts VPL Critical NB Left 8 8 13 13 * NB Thru 1518 519 * 861 330 NB Right 39 N/A 130 N/A

SB Left 21 21 * 117 117 SB Thru 611 217 1377 473 * SB Right 40 N/A 42 N/A

EB Left 16 18 * 21 22 * EB Thru 2 N/A 1 N/A EB Right 10 10 11 11

WB Left 201 208 166 172 WB Thru 7 N/A 6 N/A WB Right 299 299 * 342 342 *

SB Left 1 1 Number of Phases 2 2 SB Left-Thru 0 0 Phasing Code 0 0 SB Thru 2 2 SB Right-Thru 1 1Capacity Codes 1,500 1,500 SB Right 0 0 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 1 1 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 315 364 EB Right 1 1 North/South Critical Volumes 540 486 Sum of Critical Volumes 855 850 WB Left 0 0 Capacity 1,500 1,500 WB Left-Thru 1 1 WB Thru 0 0 Intersection CMA Value 0.570 0.567 WB Right-Thru 0 0ATCS CMA Value 0.470 0.467 WB Right 1 1 Intersection Level of Service A A ======Existing Conditions INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 5 Avenue of the Stars and Olympic Boulevard EB Scenario: Existing Conditions

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Counts VPL Critical Counts VPL Critical NB Left 53 53 23 23 * NB Thru 1252 426 * 665 256 NB Right 25 N/A 103 N/A

SB Left 39 21 * 204 112 SB Thru 610 254 1336 462 * SB Right 152 N/A 49 N/A

EB Left 6 7 * 70 73 * EB Thru 5 N/A 35 N/A EB Right 3 7 41 73

WB Left 108 227 59 96 WB Thru 28 N/A 5 N/A WB Right 317 227 * 127 96 *

SB Left 2 2 Number of Phases 3 3 SB Left-Thru 0 0 Phasing Code 0 0 SB Thru 2 2 SB Right-Thru 1 1Capacity Codes 1,425 1,425 SB Right 0 0 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 1 1 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 1 1 East/West Critical Volumes 233 169 EB Right 0 0 North/South Critical Volumes 447 485 Sum of Critical Volumes 680 653 WB Left 0 0 Capacity 1,425 1,425 WB Lt-Thru-Rt 1 1 WB Thru 0 0 Intersection CMA Value 0.477 0.458 WB Right-Thru 0 0ATCS CMA Value 0.377 0.358 WB Right 1 1 Intersection Level of Service A A ======Existing Conditions INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 6 Avenue of the Stars and Galaxy Way Scenario: Existing Conditions

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Counts VPL Critical Counts VPL Critical NB Left 316 174 14 8 * NB Thru 1289 439 * 571 207 NB Right 27 N/A 51 N/A

SB Left 48 48 * 123 123 SB Thru 426 247 1426 484 * SB Right 316 N/A 26 N/A

EB Left 19 12 165 106 EB Thru 3 N/A 27 N/A EB Right 16 16 * 251 251 *

WB Left 23 56 49 52 * WB Thru 33 N/A 3 N/A WB Right 63 63 * 48 48

SB Left 1 1 Number of Phases 4 4 SB Left-Thru 0 0 Phasing Code e-w opp e-w opp SB Thru 2 2 SB Right-Thru 1 1Capacity Codes 1,375 1,375 SB Right 0 0 ======EB Left 2 2 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 79 303 EB Right 1 1 North/South Critical Volumes 487 492 Sum of Critical Volumes 566 795 WB Left 1 1 Capacity 1,375 1,375 WB Left-Thru 0 0 WB Thru 0 0 Intersection CMA Value 0.411 0.578 WB Right-Thru 0 0ATCS CMA Value 0.311 0.478 WB Right 1 1 Intersection Level of Service A A ======Existing Conditions INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 7 Avenue of the Stars and Empyrean Way Scenario: Existing Conditions

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Counts VPL Critical Counts VPL Critical NB Left 0 N/A 0 N/A * NB Thru 1588 530 * 590 203 NB Right 2 N/A 19 N/A

SB Left 18 18 * 17 17 SB Thru 434 145 1478 493 * SB Right 0 N/A 0 N/A

EB Left 0 N/A 0 N/A EB Thru 0 N/A 0 N/A EB Right 0 N/A 0 N/A

WB Left 16 59 * 16 40 * WB Thru 0 N/A 0 N/A WB Right 43 59 24 40

SB Left 1 1 Number of Phases 2 2 SB Left-Thru 0 0 Phasing Code 0 0 SB Thru 2 2 SB Right-Thru 1 1Capacity Codes 1,500 1,500 SB Right 0 0 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 59 40 EB Right 0 0 North/South Critical Volumes 548 493 Sum of Critical Volumes 607 533 WB Left 0 0 Capacity 1,500 1,500 WB Left-Thru 0 0 WB Thru 0 0 Intersection CMA Value 0.405 0.355 WB Right-Left 1 1CMA Value 0.405 0.355 WB Right 0 0 Intersection Level of Service A A ======Existing Conditions INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 8 Avenue of the Stars and Pico Boulevard Scenario: Existing Conditions

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Counts VPL Critical Counts VPL Critical NB Left 0 N/A 0 N/A NB Thru 0 N/A 0 N/A NB Right 0 N/A 0 N/A

SB Left 96 53 * 448 246 SB Thru 0 N/A 0 N/A SB Right 330 182 1055 580 *

EB Left 1167 642 * 487 268 * EB Thru 1706 569 1733 578 EB Right 0 N/A 0 N/A

WB Left 0 N/A 0 N/A WB Thru 1350 602 * 1680 610 * WB Right 457 N/A 150 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 0 0 NorthBound 0 0 NB Left-Thru 0 0 SouthBound 321 134 NB Thru 0 0 EastBound 0 0 NB Right-Thru 0 0 WestBound 0 0 NB Right 0 0

SB Left 2 2 Number of Phases 3 3 SB Left-Thru 0 0 Phasing Code 0 0 SB Thru 0 0 SB Right-Thru 0 0Capacity Codes 1,425 1,425 SB Right 2 2 ======EB Left 2 2 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 3 3 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,244 878 EB Right 0 0 North/South Critical Volumes 53 446 Sum of Critical Volumes 1,297 1,324 WB Left 0 0 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 0.910 0.929 WB Right-Thru 1 1ATCS CMA Value 0.810 0.829 WB Right 0 0 Intersection Level of Service D D ======Existing Conditions INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 9 Santa Monica Boulevard (s) and Century Park West Scenario: Existing Conditions

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Counts VPL Critical Counts VPL Critical NB Left 64 74 * 376 201 * NB Thru 0 N/A 0 N/A NB Right 159 74 226 201

SB Left 0 N/A 0 N/A SB Thru 0 N/A 0 N/A SB Right 0 N/A 0 N/A

EB Left 0 0 0 0 EB Thru 834 337 * 787 290 * EB Right 176 N/A 83 N/A

WB Left 199 199 * 227 227 * WB Thru 342 171 564 282 WB Right 0 N/A 0 N/A

SB Left 0 0 Number of Phases 3 3 SB Left-Thru 0 0 Phasing Code 0 0 SB Thru 0 0 SB Right-Thru 0 0Capacity Codes 1,425 1,425 SB Right 0 0 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 2 2 AM PEAK PM PEAK EB Right-Thru 1 1 East/West Critical Volumes 536 517 EB Right 0 0 North/South Critical Volumes 74 201 Sum of Critical Volumes 610 718 WB Left 1 1 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 0.428 0.504 WB Right-Left 0 0ATCS CMA Value 0.328 0.404 WB Right 0 0 Intersection Level of Service A A ======Existing Conditions INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 10 Constellation Boulevard and Century Park West Scenario: Existing Conditions

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Counts VPL Critical Counts VPL Critical NB Left 0 N/A 0 N/A NB Thru 213 107 205 103 NB Right 377 377 * 129 129 *

SB Left 118 118 * 58 58 * SB Thru 189 63 282 94 SB Right 0 N/A 0 N/A

EB Left 0 N/A 0 N/A EB Thru 0 N/A 0 N/A EB Right 0 N/A 0 N/A

WB Left 43 24 594 327 * WB Thru 0 N/A 0 N/A WB Right 92 51 * 300 165

SB Left 1 1 Number of Phases 2 2 SB Left-Thru 0 0 Phasing Code 0 0 SB Thru 3 3 SB Right-Thru 0 0Capacity Codes 1,500 1,500 SB Right 0 0 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 51 327 EB Right 0 0 North/South Critical Volumes 495 187 Sum of Critical Volumes 546 514 WB Left 2 2 Capacity 1,500 1,500 WB Left-Thru 0 0 WB Thru 0 0 Intersection CMA Value 0.364 0.342 WB Right-Left 0 0ATCS CMA Value 0.264 0.242 WB Right 2 2 Intersection Level of Service A A ======Existing Conditions INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 11 Olympic Boulevard and Century Park West Scenario: Existing Conditions

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Counts VPL Critical Counts VPL Critical NB Left 0 N/A 0 N/A NB Thru 0 N/A 0 N/A NB Right 0 N/A 0 N/A

SB Left 30 17 * 94 52 SB Thru 0 N/A 0 N/A SB Right 157 86 991 545 *

EB Left 691 380 * 289 159 * EB Thru 2821 940 2372 791 EB Right 0 N/A 0 N/A

WB Left 0 0 0 0 WB Thru 2353 784 * 3210 1070 * WB Right 72 72 71 71

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 0 0 NorthBound 0 0 NB Left-Thru 0 0 SouthBound 190 79 NB Thru 0 0 EastBound 0 0 NB Right-Thru 0 0 WestBound 0 0 NB Right 0 0

SB Left 2 2 Number of Phases 3 3 SB Left-Thru 0 0 Phasing Code 0 0 SB Thru 0 0 SB Right-Thru 0 0Capacity Codes 1,425 1,425 SB Right 2 2 ======EB Left 2 2 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 3 3 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,164 1,229 EB Right 0 0 North/South Critical Volumes 17 466 Sum of Critical Volumes 1,181 1,695 WB Left 0 0 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 3 3 Intersection CMA Value 0.829 1.189 WB Right-Left 0 0ATCS CMA Value 0.729 1.089 WB Right 1 1 Intersection Level of Service C F ======Existing Conditions INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 12 Century Park East and Santa Monica Boulevard (N) Scenario: Existing Conditions

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Counts VPL Critical Counts VPL Critical NB Left 332 156 * 574 380 * NB Thru 0 N/A 0 N/A NB Right 136 156 565 380

SB Left 0 N/A 0 N/A SB Thru 0 N/A 0 N/A SB Right 0 N/A 0 N/A

EB Left 0 N/A 0 N/A EB Thru 1161 581 * 1222 611 * EB Right 569 569 158 158

WB Left 919 505 * 266 146 * WB Thru 1578 789 1353 677 WB Right 0 N/A 0 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 1 1 NorthBound 0 0 NB Left-Right 1 1 SouthBound 0 0 NB Thru 0 0 EastBound 156 380 NB Right-Thru 0 0 WestBound 0 0 NB Right 1 1

SB Left 0 0 Number of Phases 3 3 SB Left-Thru 0 0 Phasing Code 0 0 SB Thru 0 0 SB Right-Thru 0 0Capacity Codes 1,425 1,425 SB Right 0 0 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 2 2 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,086 757 EB Right 1 1 North/South Critical Volumes 156 380 Sum of Critical Volumes 1,242 1,137 WB Left 2 2 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 0.872 0.798 WB Right-Thru 0 0ATCS CMA Value 0.772 0.698 WB Right 0 0 Intersection Level of Service C B ======Existing Conditions INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 13 Century Park East and Santa Monica Boulevard (S) Scenario: Existing Conditions

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Counts VPL Critical Counts VPL Critical NB Left 55 55 * 182 182 NB Thru 276 138 935 468 * NB Right 220 220 445 445

SB Left 191 191 106 106 * SB Thru 1266 441 * 301 114 SB Right 56 N/A 41 N/A

EB Left 19 19 80 80 * EB Thru 598 199 965 322 EB Right 368 368 * 140 140

WB Left 213 213 * 130 130 WB Thru 663 425 711 432 * WB Right 187 N/A 152 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 1 1 NorthBound 0 0 NB Left-Thru 0 0 SouthBound 0 0 NB Thru 2 2 EastBound 0 0 NB Right-Thru 0 0 WestBound 0 0 NB Right 1 1

SB Left 1 1 Number of Phases 3 3 SB Left-Thru 0 0 Phasing Code 0 0 SB Thru 2 2 SB Right-Thru 1 1Capacity Codes 1,425 1,425 SB Right 0 0 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 3 3 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 581 512 EB Right 1 1 North/South Critical Volumes 496 574 Sum of Critical Volumes 1,077 1,085 WB Left 1 1 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 1 1 Intersection CMA Value 0.756 0.761 WB Right-Thru 1 1ATCS CMA Value 0.656 0.661 WB Right 0 0 Intersection Level of Service B B ======Existing Conditions INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 14 Century Park East and Constellation Boulevard Scenario: Existing Conditions

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Counts VPL Critical Counts VPL Critical NB Left 178 178 * 98 98 * NB Thru 1091 364 532 266 NB Right 0 N/A 0 N/A

SB Left 2 2 48 48 SB Thru 625 313 * 1037 519 * SB Right 235 235 229 229

EB Left 236 130 * 621 342 * EB Thru 0 N/A 0 N/A EB Right 127 70 540 297

WB Left 0 0 0 0 WB Thru 28 56 * 10 40 * WB Right 28 0 30 0

SB Left 1 1 Number of Phases 2 2 SB Left-Thru 0 0 Phasing Code SB Thru 2 2 SB Right-Thru 0 0Capacity Codes 1,425 1,425 SB Right 1 1 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 1 1 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 186 382 EB Right 2 2 North/South Critical Volumes 491 617 Sum of Critical Volumes 676 998 WB Left 0 0 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 0 0 Intersection CMA Value 0.475 0.700 WB Right-Thru 1 1ATCS CMA Value 0.375 0.600 WB Right 0 0 Intersection Level of Service A A ======Existing Conditions INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 15 Olympic Boulevard and Century Park East Scenario: Existing Conditions

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Counts VPL Critical Counts VPL Critical NB Left 444 244 93 51 NB Thru 898 339 * 248 128 * NB Right 119 N/A 135 N/A

SB Left 138 76 * 636 350 * SB Thru 156 78 605 303 SB Right 126 69 660 363

EB Left 0 N/A * 0 N/A EB Thru 2065 706 2351 817 * EB Right 54 N/A 101 N/A

WB Left 0 N/A 0 N/A * WB Thru 2791 822 * 2683 737 WB Right 497 N/A 264 N/A

SB Left 2 2 Number of Phases 3 3 SB Left-Thru 0 0 Phasing Code 0 0 SB Thru 2 2 SB Right-Thru 0 0Capacity Codes 1,425 1,425 SB Right 2 2 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 2 2 AM PEAK PM PEAK EB Right-Thru 1 1 East/West Critical Volumes 822 817 EB Right 0 0 North/South Critical Volumes 415 477 Sum of Critical Volumes 1,237 1,295 WB Left 0 0 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 3 3 Intersection CMA Value 0.868 0.909 WB Right-Thru 1 1ATCS CMA Value 0.768 0.809 WB Right 0 0 Intersection Level of Service C D ======Existing Conditions INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 16 Century Park East and Pico Boulevard Scenario: Existing Conditions

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Counts VPL Critical Counts VPL Critical NB Left 6 7 7 20 * NB Thru 5 N/A 20 N/A NB Right 3 7 * 13 20

SB Left 114 69 * 581 368 * SB Thru 14 69 3 368 SB Right 80 69 520 368

EB Left 656 361 * 182 100 EB Thru 1099 366 2004 668 * EB Right 0 N/A 0 N/A

WB Left 23 23 7 7 * WB Thru 1703 568 1300 433 WB Right 636 636 * 189 189

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 0 0 NorthBound 0 0 NB Left-Thru 1 1 SouthBound 180 50 NB Thru 0 0 EastBound 0 0 NB Right-Thru 1 1 WestBound 35 184 NB Right 0 0

SB Left 1 1 Number of Phases 4 4 SB Left-Thru 0 0 Phasing Code 0 0 SB Left-Thru-Rt 1 1 SB Right-Thru 0 0Capacity Codes 1,375 1,375 SB Right 1 1 ======EB Left 2 2 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 3 3 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 962 675 EB Right 0 0 North/South Critical Volumes 76 375 Sum of Critical Volumes 1,038 1,050 WB Left 1 1 Capacity 1,375 1,375 WB Left-Thru 0 0 WB Thru 3 3 Intersection CMA Value 0.755 0.764 WB Right-Left 0 0ATCS CMA Value 0.655 0.664 WB Right 1 1 Intersection Level of Service B B ======Existing Conditions INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 17 Pico Boulevard and Motor Avenue Scenario: Existing Conditions

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Counts VPL Critical Counts VPL Critical NB Left 288 158 292 161 NB Thru 0 N/A 0 N/A NB Right 1111 1111 * 614 614 *

SB Left 20 20 * 109 109 SB Thru 0 N/A 0 N/A SB Right 30 30 240 240 *

EB Left 227 227 73 73 EB Thru 1754 668 * 1430 623 * EB Right 250 N/A 440 N/A

WB Left 239 239 * 931 931 * WB Thru 1286 490 1500 523 WB Right 183 N/A 68 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 2 2 NorthBound 120 466 NB Left-Thru 0 0 SouthBound 114 37 NB Thru 0 0 EastBound 0 0 NB Right-Thru 0 0 WestBound 0 0 NB Right 1 1

SB Left 1 1 Number of Phases 4 4 SB Left-Thru 0 0 Phasing Code N-S Split N-S Split SB Thru 0 0 SB Right-Thru 0 0Capacity Codes 1,375 1,375 SB Right 1 1 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 2 2 AM PEAK PM PEAK EB Right-Thru 1 1 East/West Critical Volumes 907 1,554 EB Right 0 0 North/South Critical Volumes 1,012 352 Sum of Critical Volumes 1,919 1,906 WB Left 1 1 Capacity 1,375 1,375 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 1.395 1.386 WB Right-Thru 1 1ATCS CMA Value 1.295 1.286 WB Right 0 0 Intersection Level of Service F F ======Existing Conditions INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 18 Pico Boulevard and Beverly Glen Boulevard Scenario: Existing Conditions

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Counts VPL Critical Counts VPL Critical NB Left 0 N/A 0 N/A NB Thru 0 N/A 0 N/A NB Right 0 N/A 0 N/A

SB Left 273 178 * 364 243 * SB Thru 0 N/A 0 N/A SB Right 262 178 366 243

EB Left 373 373 * 210 210 * EB Thru 1774 591 1319 440 EB Right 0 N/A 0 N/A

WB Left 0 N/A 0 N/A WB Thru 1433 717 * 1804 703 * WB Right 248 248 305 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 0 0 NorthBound 0 0 NB Left-Thru 0 0 SouthBound 0 0 NB Thru 0 0 EastBound 0 0 NB Right-Thru 0 0 WestBound 0 0 NB Right 0 0

SB Left 1 1 Number of Phases 2 2 SB Left-Thru 0 0 Phasing Code 0 0 SB Left-Right 1 1 SB Right-Thru 0 0Capacity Codes 1,500 1,500 SB Right 1 1 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 3 3 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,090 913 EB Right 0 0 North/South Critical Volumes 178 243 Sum of Critical Volumes 1,268 1,156 WB Left 0 0 Capacity 1,500 1,500 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 0.845 0.771 WB Right-Left 0 1ATCS CMA Value 0.745 0.671 WB Right 1 0 Intersection Level of Service C B ======Existing Conditions INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 19 Pico Boulevard and Overland Avenue Scenario: Existing Conditions

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Counts VPL Critical Counts VPL Critical NB Left 241 133 301 166 NB Thru 867 867 * 763 763 * NB Right 871 479 481 265

SB Left 32 32 * 70 70 * SB Thru 632 325 1229 643 SB Right 18 N/A 57 N/A

EB Left 82 82 82 82 EB Thru 1397 514 * 1121 497 * EB Right 146 N/A 370 N/A

WB Left 608 334 * 1018 560 * WB Thru 1198 599 1585 541 WB Right 55 55 37 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 2 2 NorthBound 334 560 NB Left-Thru 0 0 SouthBound 0 0 NB Thru 1 1 EastBound 0 0 NB Right-Thru 0 0 WestBound 0 0 NB Right 2 2

SB Left 1 1 Number of Phases 4 4 SB Left-Thru 0 0 Phasing Code 0 0 SB Thru 1 1 SB Right-Thru 1 1Capacity Codes 1,375 1,375 SB Right 0 0 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 2 2 AM PEAK PM PEAK EB Right-Thru 1 1 East/West Critical Volumes 849 1,057 EB Right 0 0 North/South Critical Volumes 899 833 Sum of Critical Volumes 1,748 1,890 WB Left 2 2 Capacity 1,375 1,375 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 1.271 1.374 WB Right-Thru 0 1ATCS CMA Value 1.171 1.274 WB Right 1 0 Intersection Level of Service F F ======Existing Conditions INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 1 Avenue of the Stars and Santa Monica Boulevard Scenario: Future Conditions (2009), Without Project

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Related Growth W/O Project VPL Critical Related Growth W/O Project VPL Critical NB Left 26 19 364 121 * 128 52 1045 348 NB Thru 0 0 0 N/A 0 0 0 N/A NB Right 45 22 439 242 144 34 737 405 *

SB Left 0 0 0 N/A 0 0 0 N/A SB Thru 0 0 0 N/A 0 0 0 N/A SB Right 0 0 0 N/A 0 0 0 N/A

EB Left 0 0 0 0 0 0 0 0 EB Thru 1262 140 3727 932 1112 111 3069 767 EB Right 126 80 1534 1534 * -118 39 568 568

WB Left 102 39 785 432 * 51 28 546 300 WB Thru 840 112 2818 939 1182 139 3630 1210 * WB Right 0 0 0 N/A 0 0 0 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 3 3NorthBound 432 300 NB Left-Thru 0 0SouthBound 0 0 NB Thru 0 0EastBound 121 348 NB Right-Thru 0 0WestBound 0 0 NB Right 2 2 Number of Phases 33 SB Left 0 0Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 0 0Capacity Codes 1425 1425 SB Right-Thru 0 0 SB Right 0 0 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 4 4 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,844 1,210 EB Right 1 1 North/South Critical Volumes 121 348 Sum of Critical Volumes 1,965 1,558 WB Left 2 2 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 3 3 Intersection CMA Value 1.379 1.093 WB Right-Thru 0 0ATCS CMA Value 1.279 0.993 WB Right 0 0 Intersection Level of Service F E ======Future Conditions (2009), Without Project INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 3 Avenue of the Stars and Constellation Boulevard Scenario: Future Conditions (2009), Without Project

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Related Growth W/O Project VPL Critical Related Growth W/O Project VPL Critical NB Left -3 14 245 135 3 16 279 153 * NB Thru 74 60 1142 479 * 42 45 836 281 NB Right 82 39 774 479 6 16 288 281

SB Left 41 27 525 289 * 2 13 235 129 SB Thru 86 33 671 284 10 59 1044 433 * SB Right 0 10 182 N/A 0 14 255 N/A

EB Left 97 5 182 182 * 24 8 166 166 EB Thru 46 18 372 186 2 13 233 117 EB Right 44 3 92 92 293 16 570 570 *

WB Left 52 3 102 102 136 11 327 327 * WB Thru 5 5 88 44 21 25 457 228 WB Right 13 7 138 138 * 36 15 302 302

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 2 2NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 2 2EastBound 0 0 NB Right-Thru 1 1WestBound 0 0 NB Right 1 1 Number of Phases 44 SB Left 2 2Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 2 2Capacity Codes 1,375 1,375 SB Right-Thru 1 1 SB Right 0 0 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 2 2 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 320 896 EB Right 1 1 North/South Critical Volumes 768 586 Sum of Critical Volumes 1,088 1,483 WB Left 1 1 Capacity 1,375 1,375 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 0.791 1.078 WB Right-Thru 0 0ATCS CMA Value 0.691 0.978 WB Right 1 1 Intersection Level of Service B E ======Future Conditions (2009), Without Project INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 4 Avenue of the Stars and Olympic Boulevard WB Scenario: Future Conditions (2009), Without Project

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Related Growth W/O Project VPL Critical Related Growth W/O Project VPL Critical NB Left 0 0 8 8 0 1 14 14 * NB Thru 387 91 1996 680 * -58 52 855 338 NB Right 3 2 44 N/A 23 8 161 N/A

SB Left 17 1 39 39 * 43 7 167 167 SB Thru 163 37 811 284 397 83 1857 634 * SB Right 0 2 42 N/A 0 3 45 N/A

EB Left 0 1 17 19 * 0 1 22 23 * EB Thru 0 0 2 N/A 0 0 1 N/A EB Right 0 1 11 11 0 1 12 12

WB Left 21 12 234 241 2 10 178 184 WB Thru 0 0 7 N/A 0 0 6 N/A WB Right 89 18 406 406 * -4 21 359 359 *

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 1 1NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 2 2EastBound 0 0 NB Right-Thru 1 1WestBound 0 0 NB Right 0 0 Number of Phases 22 SB Left 1 1Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 2 2Capacity Codes 1,500 1,500 SB Right-Thru 1 1 SB Right 0 0 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 1 1 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 425 382 EB Right 1 1 North/South Critical Volumes 719 647 Sum of Critical Volumes 1,144 1,029 WB Left 0 0 Capacity 1,500 1,500 WB Left-Thru 1 1 WB Thru 0 0 Intersection CMA Value 0.763 0.686 WB Right-Thru 0 0ATCS CMA Value 0.663 0.586 WB Right 1 1 Intersection Level of Service B A ======Future Conditions (2009), Without Project INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 5 Avenue of the Stars and Olympic Boulevard EB Scenario: Future Conditions (2009), Without Project

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Related Growth W/O Project VPL Critical Related Growth W/O Project VPL Critical NB Left 0 3 56 56 0 1 24 24 * NB Thru 304 75 1631 553 * -3 40 702 274 NB Right 1 2 28 N/A 12 6 121 N/A

SB Left 17 2 58 29 * 93 12 309 155 SB Thru 146 37 793 318 303 80 1719 590 * SB Right 0 9 161 N/A 0 3 52 N/A

EB Left 0 0 6 7 * 0 4 74 77 * EB Thru 0 0 5 N/A 0 2 37 N/A EB Right 0 0 3 7 0 2 43 77

WB Left 42 6 156 305 5 4 68 88 WB Thru 0 2 30 N/A 0 0 5 N/A WB Right 88 19 424 305 * -32 8 103 88 *

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 1 1NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 2 2EastBound 0 0 NB Right-Thru 1 1WestBound 0 0 NB Right 0 0 Number of Phases 33 SB Left 2 2Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 2 2Capacity Codes 1,425 1,425 SB Right-Thru 1 1 SB Right 0 0 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 1 1 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 1 1 East/West Critical Volumes 313 165 EB Right 0 0 North/South Critical Volumes 582 615 Sum of Critical Volumes 895 780 WB Left 0 0 Capacity 1,425 1,425 WB Lt-Thru-Rt 1 1 WB Thru 0 0 Intersection CMA Value 0.628 0.547 WB Right-Thru 0 0ATCS CMA Value 0.528 0.447 WB Right 1 1 Intersection Level of Service A A ======Future Conditions (2009), Without Project INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 6 Avenue of the Stars and Galaxy Way Scenario: Future Conditions (2009), Without Project

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Related Growth W/O Project VPL Critical Related Growth W/O Project VPL Critical NB Left 0 19 335 184 0 1 15 8 * NB Thru 305 77 1671 567 * 12 34 617 224 NB Right 0 2 29 N/A 0 3 54 N/A

SB Left 0 3 51 51 * 0 7 130 130 SB Thru 199 26 651 329 297 86 1809 612 * SB Right 0 19 335 N/A 0 2 28 N/A

EB Left 0 1 20 11 0 10 175 96 EB Thru 0 0 0 N/A 0 0 0 N/A EB Right 0 1 17 17 * 0 15 266 266 *

WB Left 0 1 24 24 0 3 52 52 * WB Thru 0 0 0 N/A 0 0 0 N/A WB Right 0 4 67 67 * 0 3 51 51

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 2 2NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 2 2EastBound 0 0 NB Right-Thru 1 1WestBound 0 0 NB Right 0 0 Number of Phases 44 SB Left 1 1Phasing Code e-w opp e-w opp SB Left-Thru 0 0 SB Thru 2 2Capacity Codes 1,375 1,375 SB Right-Thru 1 1 SB Right 0 0 ======EB Left 2 2 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 84 318 EB Right 1 1 North/South Critical Volumes 618 620 Sum of Critical Volumes 701 938 WB Left 1 1 Capacity 1,375 1,375 WB Left-Thru 0 0 WB Thru 0 0 Intersection CMA Value 0.510 0.682 WB Right-Thru 0 0ATCS CMA Value 0.410 0.582 WB Right 1 1 Intersection Level of Service A A ======Future Conditions (2009), Without Project INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 7 Avenue of the Stars and Empyrean Way Scenario: Future Conditions (2009), Without Project

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Related Growth W/O Project VPL Critical Related Growth W/O Project VPL Critical NB Left 0 0 0 0 0 0 0 0 * NB Thru 305 95 1988 663 * 12 35 637 219 NB Right 0 0 2 N/A 0 1 20 N/A

SB Left 0 1 19 19 * 0 1 18 18 SB Thru 199 26 659 220 297 89 1864 621 * SB Right 0 0 0 N/A 0 0 0 N/A

EB Left 0 0 0 N/A 0 0 0 N/A EB Thru 0 0 0 N/A 0 0 0 N/A EB Right 0 0 0 N/A 0 0 0 N/A

WB Left 0 1 17 63 0 1 17 42 WB Thru 0 0 0 N/A 0 0 0 N/A WB Right 0 3 46 63 * 0 1 25 42 *

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 1 1NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 2 2EastBound 0 0 NB Right-Thru 1 1WestBound 0 0 NB Right 0 0 Number of Phases 22 SB Left 1 1Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 2 2Capacity Codes 1,500 1,500 SB Right-Thru 1 1 SB Right 0 0 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 63 42 EB Right 0 0 North/South Critical Volumes 683 621 Sum of Critical Volumes 745 664 WB Left 0 0 Capacity 1,500 1,500 WB Left-Thru 0 0 WB Thru 0 0 Intersection CMA Value 0.497 0.442 WB Right-Thru 1 1CMA Value 0.497 0.442 WB Right 0 0 Intersection Level of Service A A ======Future Conditions (2009), Without Project INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 8 Avenue of the Stars and Pico Boulevard Scenario: Future Conditions (2009), Without Project

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Related Growth W/O Project VPL Critical Related Growth W/O Project VPL Critical NB Left 0 0 0 N/A 0 0 0 N/A NB Thru 0 0 0 N/A 0 0 0 N/A NB Right 0 0 0 N/A 0 0 0 N/A

SB Left 19 6 121 66 * 97 27 572 315 SB Thru 0 0 0 N/A 0 0 0 N/A SB Right 164 20 514 283 211 63 1329 731 *

EB Left 207 70 1444 794 * 2 29 518 285 * EB Thru 261 102 2069 690 241 104 2078 693 EB Right 0 0 0 N/A 0 0 0 N/A

WB Left 0 0 0 N/A 0 0 0 N/A WB Thru 216 81 1647 729 * 163 101 1944 702 * WB Right 55 27 539 N/A 2 9 161 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 0 0NorthBound 0 0 NB Left-Thru 0 0SouthBound 397 143 NB Thru 0 0EastBound 0 0 NB Right-Thru 0 0WestBound 0 0 NB Right 0 0 Number of Phases 33 SB Left 2 2Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 0 0Capacity Codes 1,425 1,425 SB Right-Thru 0 0 SB Right 2 2 ======EB Left 2 2 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 3 3 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,523 987 EB Right 0 0 North/South Critical Volumes 66 589 Sum of Critical Volumes 1,589 1,575 WB Left 0 0 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 1.115 1.105 WB Right-Thru 1 1ATCS CMA Value 1.015 1.005 WB Right 0 0 Intersection Level of Service F F ======Future Conditions (2009), Without Project INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 9 Santa Monica Boulevard and Century Park West Scenario: Future Conditions (2009), Without Project

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Related Growth W/O Project VPL Critical Related Growth W/O Project VPL Critical NB Left 19 4 87 89 * 187 23 586 302 * NB Thru 0 0 0 N/A 0 0 0 N/A NB Right 12 10 181 89 80 14 320 302

SB Left 0 0 0 N/A 0 0 0 N/A SB Thru 0 0 0 N/A 0 0 0 N/A SB Right 0 0 0 N/A 0 0 0 N/A

EB Left 0 0 0 N/A 0 0 0 N/A EB Thru 3588 50 4472 1491 * 2139 47 2973 991 EB Right 313 11 500 500 2 5 90 90

WB Left 86 12 297 163 * 16 14 257 141 WB Thru 2225 21 2588 863 3319 34 3917 1306 * WB Right 0 0 0 N/A 0 0 0 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 1 1NorthBound 0 0 NB Left-Right 1 1SouthBound 0 0 NB Thru 0 0EastBound 0 0 NB Right-Thru 0 0WestBound 0 0 NB Right 1 1 Number of Phases 33 SB Left 0 0Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 0 0Capacity Codes 1425 1425 SB Right-Thru 0 0 SB Right 0 0 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 3 3 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,654 1,306 EB Right 1 1 North/South Critical Volumes 89 302 Sum of Critical Volumes 1,743 1,607 WB Left 2 2 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 3 3 Intersection CMA Value 1.223 1.128 WB Right-Thru 0 0ATCS CMA Value 1.123 1.028 WB Right 0 0 Intersection Level of Service F F ======Future Conditions (2009), Without Project INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 10 Constellation Boulevard and Century Park West Scenario: Future Conditions (2009), Without Project

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Related Growth W/O Project VPL Critical Related Growth W/O Project VPL Critical NB Left 0 0 0 N/A 0 0 0 N/A NB Thru 42 13 268 134 200 12 417 209 * NB Right 41 23 441 441 * -83 8 54 54

SB Left 7 7 132 132 * -48 3 13 13 * SB Thru 86 11 286 95 16 17 315 105 SB Right 0 0 0 N/A 0 0 0 N/A

EB Left 0 0 0 N/A 0 0 0 N/A EB Thru 0 0 0 N/A 0 0 0 N/A EB Right 0 0 0 N/A 0 0 0 N/A

WB Left 13 3 59 32 52 36 682 375 * WB Thru 0 0 0 N/A 0 0 0 N/A WB Right -11 6 87 48 * -13 18 305 168

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 0 0NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 2 2EastBound 0 0 NB Right-Thru 0 0WestBound 0 0 NB Right 1 1 Number of Phases 33 SB Left 1 1Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 3 3Capacity Codes 1,425 1,425 SB Right-Thru 0 0 SB Right 0 0 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 48 375 EB Right 0 0 North/South Critical Volumes 573 222 Sum of Critical Volumes 620 597 WB Left 2 2 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 0 0 Intersection CMA Value 0.435 0.419 WB Right-Thru 0 0ATCS CMA Value 0.335 0.319 WB Right 2 2 Intersection Level of Service A A ======Future Conditions (2009), Without Project INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 11 Olympic Boulevard and Century Park West Scenario: Future Conditions (2009), Without Project

SB Left 0 2 32 17 * 0 6 100 55 SB Thru 0 0 0 N/A 0 0 0 N/A SB Right 59 9 225 124 92 59 1142 628 *

EB Left 84 41 816 449 * -67 17 239 132 * EB Thru 308 169 3298 1099 171 142 2685 895 EB Right 0 0 0 N/A 0 0 0 N/A

WB Left 0 0 0 0 0 0 0 0 WB Thru 107 141 2601 867 * 250 193 3653 1218 * WB Right 0 4 76 76 0 4 75 75

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 0 0NorthBound 0 0 NB Left-Thru 0 0SouthBound 225 66 NB Thru 0 0EastBound 0 0 NB Right-Thru 0 0WestBound 0 0 NB Right 0 0 Number of Phases 33 SB Left 2 2Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 0 0Capacity Codes 1,425 1,425 SB Right-Thru 0 0 SB Right 2 2 ======EB Left 2 2 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 3 3 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,316 1,349 EB Right 0 0 North/South Critical Volumes 17 563 Sum of Critical Volumes 1,334 1,912 WB Left 0 0 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 3 3 Intersection CMA Value 0.936 1.342 WB Right-Thru 0 0ATCS CMA Value 0.836 1.242 WB Right 1 1 Intersection Level of Service D F ======Future Conditions (2009), Without Project INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 12 Century Park East and Santa Monica Boulevard Scenario: Future Conditions (2009), Without Project

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Related Growth W/O Project VPL Critical Related Growth W/O Project VPL Critical NB Left 20 23 430 237 * 295 45 756 416 * NB Thru 0 0 0 N/A 0 0 0 N/A NB Right 31 21 408 225 394 61 1010 556

SB Left 0 0 0 N/A 0 0 0 N/A SB Thru 0 0 0 N/A 0 0 0 N/A SB Right 0 0 0 N/A 0 0 0 N/A

EB Left 0 0 0 0 0 0 0 0 EB Thru 895 106 2760 690 1682 131 2907 727 * EB Right 29 56 1022 1022 * 10 18 326 326

WB Left 194 68 1394 767 154 24 396 218 * WB Thru 448 134 2823 706 * 1864 124 3020 755 WB Right 0 0 0 N/A 0 0 0 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 2 2NorthBound 767 218 NB Left-Thru 0 0SouthBound 0 0 NB Thru 0 0EastBound 237 416 NB Right-Thru 0 0WestBound 0 0 NB Right 2 2 Number of Phases 33 SB Left 0 0Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 0 0Capacity Codes 1425 1425 SB Right-Thru 0 0 SB Right 0 0 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 4 4 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,552 944 EB Right 1 1 North/South Critical Volumes 237 416 Sum of Critical Volumes 1,789 1,360 WB Left 2 2 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 4 4 Intersection CMA Value 1.255 0.954 WB Right-Thru 0 0ATCS CMA Value 1.155 0.854 WB Right 0 0 Intersection Level of Service F D ======Future Conditions (2009), Without Project INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 14 Century Park East and Constellation Boulevard Scenario: Future Conditions (2009), Without Project

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Related Growth W/O Project VPL Critical Related Growth W/O Project VPL Critical NB Left 156 11 345 345 * 40 6 144 144 * NB Thru 15 65 1171 390 338 32 902 451 NB Right 0 0 0 N/A 0 0 0 N/A

SB Left 0 0 2 2 0 3 51 51 SB Thru 50 38 713 356 * -50 62 1049 525 * SB Right 159 14 408 408 -18 14 225 225

EB Left 0 14 250 138 * 33 37 691 380 * EB Thru 0 0 0 N/A 0 0 0 N/A EB Right 15 8 150 82 22 32 594 327

WB Left 0 0 0 0 0 0 0 0 WB Thru 0 2 30 59 * 0 1 11 42 * WB Right 0 2 30 0 0 2 32 0

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 1 1NorthBound 0 0 NB Left-Thru 0 0SouthBound 138 380 NB Thru 2 2EastBound 0 0 NB Right-Thru 1 1WestBound 0 0 NB Right 0 0 Number of Phases 22 SB Left 1 1 Phasing Code SB Left-Thru 0 0 SB Thru 2 2Capacity Codes 1,425 1,425 SB Right-Thru 0 0 SB Right 1 1 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 1 1 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 197 423 EB Right 2 2 North/South Critical Volumes 701 668 Sum of Critical Volumes 898 1,091 WB Left 0 0 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 0 0 Intersection CMA Value 0.630 0.766 WB Right-Thru 1 1ATCS CMA Value 0.530 0.666 WB Right 0 0 Intersection Level of Service A B ======Future Conditions (2009), Without Project INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 15 Olympic Boulevard and Century Park East Scenario: Future Conditions (2009), Without Project

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Related Growth W/O Project VPL Critical Related Growth W/O Project VPL Critical NB Left 5 27 476 262 -34 6 65 36 NB Thru 91 54 1043 390 * 56 15 319 154 * NB Right 0 7 126 N/A 0 8 143 N/A

SB Left -3 8 143 79 * 17 38 691 380 * SB Thru 53 9 218 109 51 36 692 346 SB Right -29 8 105 58 -35 40 665 366

EB Left 0 0 0 N/A * 0 0 0 N/A EB Thru 185 124 2374 810 211 141 2703 937 * EB Right 0 3 57 N/A 0 6 107 N/A

WB Left 0 0 0 N/A 0 0 0 N/A * WB Thru 130 167 3088 921 * 123 161 2967 813 WB Right 68 30 595 N/A 7 16 287 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 2 2NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 2 2EastBound 0 0 NB Right-Thru 1 1WestBound 0 0 NB Right 0 0 Number of Phases 33 SB Left 2 2Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 2 2Capacity Codes 1,425 1,425 SB Right-Thru 0 0 SB Right 2 2 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 2 2 AM PEAK PM PEAK EB Right-Thru 1 1 East/West Critical Volumes 921 937 EB Right 0 0 North/South Critical Volumes 468 534 Sum of Critical Volumes 1,389 1,471 WB Left 0 0 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 3 3 Intersection CMA Value 0.975 1.032 WB Right-Thru 1 1ATCS CMA Value 0.875 0.932 WB Right 0 0 Intersection Level of Service D E ======Future Conditions (2009), Without Project INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 16 Century Park East and Pico Boulevard Scenario: Future Conditions (2009), Without Project

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Related Growth W/O Project VPL Critical Related Growth W/O Project VPL Critical NB Left 0 0 6 7 0 0 7 21 NB Thru 0 0 5 N/A 0 1 21 N/A NB Right 0 0 3 7 * 0 1 14 21 *

SB Left -5 7 116 73 * 26 35 642 412 * SB Thru 0 1 15 73 0 0 3 412 SB Right 4 5 89 73 40 31 591 412

EB Left 43 39 738 406 * 27 11 220 121 EB Thru 233 66 1398 466 325 120 2449 816 * EB Right 0 0 0 N/A 0 0 0 N/A

WB Left 0 1 24 24 0 0 7 7 * WB Thru 267 102 2072 691 205 78 1583 528 WB Right 53 38 727 727 * -6 11 194 194

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 0 0NorthBound 0 0 NB Left-Thru 1 1SouthBound 369 110 NB Thru 0 0EastBound 0 0 NB Right-Thru 1 1WestBound 37 321 NB Right 0 0 Number of Phases 44 SB Left 1 1Phasing Code 0 0 SB Left-Thru 0 0 SB Left-Thru-Rt 1 1Capacity Codes 1,375 1,375 SB Right-Thru 0 0 SB Right 1 1 ======EB Left 2 2 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 3 3 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,097 824 EB Right 0 0 North/South Critical Volumes 81 433 Sum of Critical Volumes 1,177 1,257 WB Left 1 1 Capacity 1,375 1,375 WB Left-Thru 0 0 WB Thru 3 3 Intersection CMA Value 0.856 0.914 WB Right-Thru 0 0ATCS CMA Value 0.756 0.814 WB Right 1 1 Intersection Level of Service C D ======Future Conditions (2009), Without Project INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 17 Pico Boulevard and Motor Avenue Scenario: Future Conditions (2009), Without Project

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Related Growth W/O Project VPL Critical Related Growth W/O Project VPL Critical NB Left 0 17 305 168 0 18 310 170 NB Thru 0 0 0 N/A 0 0 0 N/A NB Right 151 67 1329 1329 * 20 37 671 671 *

SB Left 17 1 38 38 * 142 7 258 258 SB Thru 0 0 0 N/A 0 0 0 N/A SB Right 12 2 44 44 92 14 346 346 *

EB Left 168 14 409 409 20 4 97 97 EB Thru 302 105 2161 809 * 99 86 1615 694 * EB Right 0 15 265 N/A 0 26 466 N/A

WB Left 39 14 292 292 * 118 56 1105 1105 * WB Thru 115 77 1478 633 229 90 1819 639 WB Right 226 11 420 N/A 27 4 99 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 2 2NorthBound 146 552 NB Left-Thru 0 0SouthBound 204 49 NB Thru 0 0EastBound 0 0 NB Right-Thru 0 0WestBound 0 0 NB Right 1 1 Number of Phases 44 SB Left 1 1Phasing Code N-S Split N-S Split SB Left-Thru 0 0 SB Thru 0 0Capacity Codes 1,375 1,375 SB Right-Thru 0 0 SB Right 1 1 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 2 2 AM PEAK PM PEAK EB Right-Thru 1 1 East/West Critical Volumes 1,101 1,799 EB Right 0 0 North/South Critical Volumes 1,221 416 Sum of Critical Volumes 2,322 2,215 WB Left 1 1 Capacity 1,375 1,375 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 1.689 1.611 WB Right-Thru 1 1ATCS CMA Value 1.589 1.511 WB Right 0 0 Intersection Level of Service F F ======Future Conditions (2009), Without Project INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 18 Pico Boulevard and Beverly Glen Boulevard Scenario: Future Conditions (2009), Without Project

SB Left 42 16 331 204 * 5 22 391 268 * SB Thru 0 0 0 N/A 0 0 0 N/A SB Right 3 16 281 204 24 22 412 268

EB Left 12 22 407 407 * -3 13 220 220 * EB Thru 428 106 2308 769 134 79 1532 511 EB Right 0 0 0 N/A 0 0 0 N/A

WB Left 0 0 0 N/A 0 0 0 N/A WB Thru 124 86 1643 821 * 298 108 2210 852 * WB Right 3 15 266 266 23 18 346 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 0 0NorthBound 0 0 NB Left-Thru 0 0SouthBound 204 110 NB Thru 0 0EastBound 0 0 NB Right-Thru 0 0WestBound 0 0 NB Right 0 0 Number of Phases 22 SB Left 1 1Phasing Code 0 0 SB Left-Thru 0 0 SB Left-Right 1 1Capacity Codes 1,500 1,500 SB Right-Thru 0 0 SB Right 1 1 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 3 3 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,229 1,072 EB Right 0 0 North/South Critical Volumes 204 268 Sum of Critical Volumes 1,433 1,339 WB Left 0 0 Capacity 1,500 1,500 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 0.955 0.893 WB Right-Thru 0 1ATCS CMA Value 0.855 0.793 WB Right 1 0 Intersection Level of Service D C ======Future Conditions (2009), Without Project INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 19 Pico Boulevard and Overland Avenue Scenario: Future Conditions (2009), Without Project

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement Related Growth W/O Project VPL Critical Related Growth W/O Project VPL Critical NB Left 0 14 255 141 0 18 319 175 * NB Thru 5 52 924 924 * -34 46 775 775 NB Right 119 52 1042 573 -25 29 485 267

SB Left 0 2 34 34 * 0 4 74 74 SB Thru -9 38 661 340 -11 74 1292 676 * SB Right 0 1 19 N/A 0 3 60 N/A

EB Left 0 5 87 87 0 5 87 87 EB Thru 297 84 1778 644 * 142 67 1330 574 * EB Right 0 9 155 N/A 0 22 392 N/A

WB Left 6 36 650 358 * 72 61 1151 633 * WB Thru 116 72 1386 693 235 95 1915 651 WB Right 0 3 58 58 0 2 39 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 2 2NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 1 1EastBound 0 0 NB Right-Thru 0 0WestBound 0 0 NB Right 2 2 Number of Phases 44 SB Left 1 1Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 1 1Capacity Codes 1375 1375 SB Right-Thru 1 1 SB Right 0 0 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 2 2 AM PEAK PM PEAK EB Right-Thru 1 1 East/West Critical Volumes 1,002 1,207 EB Right 0 0 North/South Critical Volumes 958 852 Sum of Critical Volumes 1,960 2,059 WB Left 2 2 Capacity 1,375 1,375 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 1.425 1.497 WB Right-Thru 0 1ATCS CMA Value 1.325 1.397 WB Right 1 0 Intersection Level of Service F F ======Future Conditions (2009), Without Project INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 1 Avenue of the Stars and Santa Monica Boulevard Scenario: Future Conditions (2009), With Project (Option A)

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement W/O Proj. Project W/ Project VPL Critical W/O Proj. Project W/ Project VPL Critical NB Left 364 -2 362 121 * 1045 -5 1040 347 * NB Thru 0 0 0 N/A 0 0 0 N/A NB Right 439 -1 438 241 737 -3 734 403

SB Left 0 0 0 N/A 0 0 0 N/A SB Thru 0 0 0 N/A 0 0 0 N/A SB Right 0 0 0 N/A 0 0 0 N/A

EB Left 0 0 0 0 0 0 0 0 * EB Thru 3727 0 3727 932 3069 0 3069 767 EB Right 1534 -16 1518 1518 * 568 -1 567 567

WB Left 785 -10 775 426 * 546 0 546 300 WB Thru 2818 0 2818 939 3630 0 3630 1210 * WB Right 0 0 0 N/A 0 0 0 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 3 3NorthBound 426 300 NB Left-Thru 0 0SouthBound 0 0 NB Thru 0 0EastBound 121 347 NB Right-Thru 0 0WestBound 0 0 NB Right 2 2 Number of Phases 33 SB Left 0 0Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 0 0Capacity Codes 1425 1425 SB Right-Thru 0 0 SB Right 0 0 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 4 4 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,823 1,210 EB Right 1 1 North/South Critical Volumes 121 347 Sum of Critical Volumes 1,944 1,556 WB Left 2 2 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 3 3 Intersection CMA Value 1.364 1.092 WB Right-Thru 0 0ATCS CMA Value 1.264 0.992 WB Right 0 0 Intersection Level of Service F E PROJECT IMPACT VALUE -0.015 -0.001 ======Future Conditions (2009), With Project (Option A) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 3 Avenue of the Stars and Constellation Boulevard Scenario: Future Conditions (2009), With Project (Option A)

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement W/O Proj. Project W/ Project VPL Critical W/O Proj. Project W/ Project VPL Critical NB Left 245 0 245 135 279 0 279 153 * NB Thru 1142 -4 1138 478 * 836 -8 828 279 NB Right 774 0 774 478 288 -1 287 279

SB Left 525 0 525 289 * 235 0 235 129 SB Thru 671 -26 645 276 1044 -1 1043 433 * SB Right 182 0 182 N/A 255 0 255 N/A

EB Left 182 0 182 182 * 166 0 166 166 EB Thru 372 0 372 186 233 0 233 117 EB Right 92 0 92 92 570 0 570 570 *

WB Left 102 -3 99 99 327 0 327 327 * WB Thru 88 0 88 44 457 0 457 228 WB Right 138 0 138 138 * 302 0 302 302

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 2 2NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 2 2EastBound 0 0 NB Right-Thru 1 1WestBound 0 0 NB Right 1 1 Number of Phases 44 SB Left 2 2Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 2 2Capacity Codes 1,375 1,375 SB Right-Thru 1 1 SB Right 0 0 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 2 2 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 320 896 EB Right 1 1 North/South Critical Volumes 767 586 Sum of Critical Volumes 1,087 1,482 WB Left 1 1 Capacity 1,375 1,375 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 0.791 1.078 WB Right-Thru 0 0ATCS CMA Value 0.691 0.978 WB Right 1 1 Intersection Level of Service B E PROJECT IMPACT VALUE 0.000 0.000 ======Future Conditions (2009), With Project (Option A) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 4 Avenue of the Stars and Olympic Boulevard WB Scenario: Future Conditions (2009), With Project (Opition A)

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement W/O Proj. Project W/ Project VPL Critical W/O Proj. Project W/ Project VPL Critical NB Left 0 5 5 5 0 36 36 36 * NB Thru 1996 0 1996 680 * 855 0 855 338 NB Right 44 0 44 N/A 161 0 161 N/A

SB Left 39 0 39 39 * 167 0 167 167 SB Thru 811 0 811 273 1857 0 1857 636 * SB Right 0 7 7 N/A 0 50 50 N/A

EB Left 0 25 25 31 * 0 43 43 53 * EB Thru 0 6 6 N/A 0 10 10 N/A EB Right 0 20 20 20 0 33 33 33

WB Left 234 0 234 236 178 0 178 191 WB Thru 0 2 2 N/A 0 13 13 N/A WB Right 406 0 406 406 * 359 0 359 359 *

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 1 1NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 2 2EastBound 0 0 NB Right-Thru 1 1WestBound 0 0 NB Right 0 0 Number of Phases 22 SB Left 1 1Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 2 2Capacity Codes 1,500 1,500 SB Right-Thru 1 1 SB Right 0 0 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 1 1 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 437 412 EB Right 1 1 North/South Critical Volumes 719 672 Sum of Critical Volumes 1,156 1,083 WB Left 0 0 Capacity 1,500 1,500 WB Left-Thru 1 1 WB Thru 0 0 Intersection CMA Value 0.771 0.722 WB Right-Thru 0 0ATCS CMA Value 0.671 0.622 WB Right 1 1 Intersection Level of Service B B PROJECT IMPACT VALUE 0.008 0.036 ======Future Conditions (2009), With Project (Option A) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 5 Avenue of the Stars and Olympic Boulevard EB Scenario: Future Conditions (2009), With Project (Option A)

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement W/O Proj. Project W/ Project VPL Critical W/O Proj. Project W/ Project VPL Critical NB Left 56 0 56 56 24 0 24 24 * NB Thru 1631 -15 1616 548 * 702 0 702 274 NB Right 28 0 28 N/A 121 0 121 N/A

SB Left 58 -1 57 29 * 309 -2 307 154 SB Thru 793 -2 791 317 1719 -5 1714 589 * SB Right 161 0 161 N/A 52 0 52 N/A

EB Left 6 0 6 7 * 74 0 74 77 * EB Thru 5 0 5 N/A 37 0 37 N/A EB Right 3 0 3 7 43 0 43 77

WB Left 156 0 156 302 68 0 68 88 WB Thru 30 0 30 N/A 5 0 5 N/A WB Right 424 -7 417 302 * 103 0 103 88 *

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 1 1NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 2 2EastBound 0 0 NB Right-Thru 1 1WestBound 0 0 NB Right 0 0 Number of Phases 33 SB Left 2 2Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 2 2Capacity Codes 1,425 1,425 SB Right-Thru 1 1 SB Right 0 0 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 1 1 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 1 1 East/West Critical Volumes 309 165 EB Right 0 0 North/South Critical Volumes 577 613 Sum of Critical Volumes 886 778 WB Left 0 0 Capacity 1,425 1,425 WB Lt-Thru-Rt 1 1 WB Thru 0 0 Intersection CMA Value 0.621 0.546 WB Right-Thru 0 0ATCS CMA Value 0.521 0.446 WB Right 1 1 Intersection Level of Service A A PROJECT IMPACT VALUE -0.007 -0.001 ======Future Conditions (2009), With Project (Option A) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 6 Avenue of the Stars and Galaxy Way Scenario: Future Conditions (2009), With Project (Option A)

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement W/O Proj. Project W/ Project VPL Critical W/O Proj. Project W/ Project VPL Critical NB Left 335 0 335 184 15 0 15 8 * NB Thru 1671 -16 1655 561 * 617 0 617 224 NB Right 29 0 29 N/A 54 0 54 N/A

SB Left 51 0 51 51 * 130 0 130 130 SB Thru 651 -3 648 328 1809 -5 1804 610 * SB Right 335 0 335 N/A 28 0 28 N/A

EB Left 20 0 20 11 175 0 175 96 EB Thru 0 0 0 N/A 0 0 0 N/A EB Right 17 0 17 17 * 266 0 266 266 *

WB Left 24 0 24 24 52 0 52 52 * WB Thru 0 0 0 N/A 0 0 0 N/A WB Right (free) 67 0 67 67 * 51 0 51 51

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 2 2NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 2 2EastBound 0 0 NB Right-Thru 1 1WestBound 0 0 NB Right 0 0 Number of Phases 44 SB Left 1 1Phasing Code e-w opp e-w opp SB Left-Thru 0 0 SB Thru 2 2Capacity Codes 1,375 1,375 SB Right-Thru 1 1 SB Right 0 0 ======EB Left 2 2 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 84 318 EB Right 1 1 North/South Critical Volumes 612 619 Sum of Critical Volumes 696 937 WB Left 1 1 Capacity 1,375 1,375 WB Left-Thru 0 0 WB Thru 0 0 Intersection CMA Value 0.506 0.681 WB Right-Thru 0 0ATCS CMA Value 0.406 0.581 WB Right 1 1 Intersection Level of Service A A PROJECT IMPACT VALUE -0.004 -0.001 ======Future Conditions (2009), With Project (Option A) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 7 Avenue of the Stars and Empyrean Way Scenario: Future Conditions (2009), With Project (Option A)

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement W/O Proj. Project W/ Project VPL Critical W/O Proj. Project W/ Project VPL Critical NB Left 0 0 0 0 0 0 0 0 * NB Thru 1988 -15 1973 658 * 637 0 637 219 NB Right 2 0 2 N/A 20 0 20 N/A

SB Left 19 0 19 19 * 18 0 18 18 SB Thru 659 -2 657 219 1864 -5 1859 620 * SB Right 0 0 0 N/A 0 0 0 N/A

EB Left 0 0 0 N/A 0 0 0 N/A EB Thru 0 0 0 N/A 0 0 0 N/A EB Right 0 0 0 N/A 0 0 0 N/A

WB Left 17 0 17 63 17 0 17 42 WB Thru 0 0 0 N/A 0 0 0 N/A WB Right (free) 46 0 46 63 * 25 0 25 42 *

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 1 1NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 2 2EastBound 0 0 NB Right-Thru 1 1WestBound 0 0 NB Right 0 0 Number of Phases 22 SB Left 1 1Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 2 2Capacity Codes 1,500 1,500 SB Right-Thru 1 1 SB Right 0 0 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 63 42 EB Right 0 0 North/South Critical Volumes 678 620 Sum of Critical Volumes 740 662 WB Left 0 0 Capacity 1,500 1,500 WB Left-Thru 0 0 WB Thru 0 0 Intersection CMA Value 0.493 0.441 WB Right-Thru 1 1CMA Value 0.493 0.441 WB Right 0 0 Intersection Level of Service A A PROJECT IMPACT VALUE -0.004 -0.001 ======Future Conditions (2009), With Project (Option A) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 8 Avenue of the Stars and Pico Boulevard Scenario: Future Conditions (2009), With Project (Option A)

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement W/O Proj. Project W/ Project VPL Critical W/O Proj. Project W/ Project VPL Critical NB Left 0 0 0 N/A 0 0 0 N/A NB Thru 0 0 0 N/A 0 0 0 N/A NB Right 0 0 0 N/A 0 0 0 N/A

SB Left 121 -1 120 66 * 572 -2 570 313 SB Thru 0 0 0 N/A 0 0 0 N/A SB Right 514 -2 512 281 1329 -3 1326 729 *

EB Left 1444 -10 1434 789 * 518 0 518 285 * EB Thru 2069 0 2069 690 2078 0 2078 693 EB Right 0 0 0 N/A 0 0 0 N/A

WB Left 0 0 0 N/A 0 0 0 N/A WB Thru 1647 0 1647 727 * 1944 0 1944 702 * WB Right 539 -5 534 N/A 161 0 161 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 0 0NorthBound 0 0 NB Left-Thru 0 0SouthBound 394 143 NB Thru 0 0EastBound 0 0 NB Right-Thru 0 0WestBound 0 0 NB Right 0 0 Number of Phases 33 SB Left 2 2Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 0 0Capacity Codes 1,425 1,425 SB Right-Thru 0 0 SB Right 2 2 ======EB Left 2 2 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 3 3 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,516 987 EB Right 0 0 North/South Critical Volumes 66 587 Sum of Critical Volumes 1,582 1,574 WB Left 0 0 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 1.110 1.104 WB Right-Thru 1 1ATCS CMA Value 1.010 1.004 WB Right 0 0 Intersection Level of Service F F PROJECT IMPACT VALUE -0.005 -0.001 ======Future Conditions (2009), With Project (Option A) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 9 Santa Monica Boulevard and Century Park West Scenario: Future Conditions (2009), With Project (Option A)

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement W/O Proj. Project W/ Project VPL Critical W/O Proj. Project W/ Project VPL Critical NB Left 87 0 87 89 * 586 -1 585 301 * NB Thru 0 0 0 N/A 0 0 0 N/A NB Right 181 0 181 89 320 0 320 301

SB Left 0 0 0 N/A 0 0 0 N/A SB Thru 0 0 0 N/A 0 0 0 N/A SB Right 0 0 0 N/A 0 0 0 N/A

EB Left 0 0 0 N/A 0 0 0 N/A EB Thru 4472 -16 4456 1485 * 2973 -1 2972 991 EB Right 500 -3 497 497 90 0 90 90

WB Left 297 0 297 163 * 257 0 257 141 WB Thru 2588 -2 2586 862 3917 -5 3912 1304 * WB Right 0 0 0 N/A 0 0 0 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 1 1NorthBound 0 0 NB Left-Right 1 1SouthBound 0 0 NB Thru 0 0EastBound 0 0 NB Right-Thru 0 0WestBound 0 0 NB Right 1 1 Number of Phases 33 SB Left 0 0Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 0 0Capacity Codes 1425 1425 SB Right-Thru 0 0 SB Right 0 0 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 3 3 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,649 1,304 EB Right 1 1 North/South Critical Volumes 89 301 Sum of Critical Volumes 1,738 1,605 WB Left 2 2 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 3 3 Intersection CMA Value 1.220 1.127 WB Right-Thru 0 0ATCS CMA Value 1.120 1.027 WB Right 0 0 Intersection Level of Service F F PROJECT IMPACT VALUE -0.003 -0.001 ======Future Conditions (2009), With Project (Option A) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 10 Constellation Boulevard and Century Park West Scenario: Future Conditions (2009), With Project (Option A)

SB Left 132 0 132 132 * 13 0 13 13 SB Thru 286 -3 283 94 315 0 315 105 * SB Right 0 0 0 N/A 0 0 0 N/A

EB Left 0 0 0 N/A 0 0 0 N/A EB Thru 0 0 0 N/A 0 0 0 N/A EB Right 0 0 0 N/A 0 0 0 N/A

WB Left 59 0 59 32 682 0 682 375 * WB Thru 0 0 0 N/A 0 0 0 N/A WB Right (free) 87 0 87 48 * 305 0 305 168

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 0 0NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 2 2EastBound 0 0 NB Right-Thru 0 0WestBound 0 0 NB Right 1 1 Number of Phases 33 SB Left 1 1Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 3 3Capacity Codes 1,425 1,425 SB Right-Thru 0 0 SB Right 0 0 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 48 375 EB Right 0 0 North/South Critical Volumes 573 222 Sum of Critical Volumes 620 597 WB Left 2 2 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 0 0 Intersection CMA Value 0.435 0.419 WB Right-Thru 0 0ATCS CMA Value 0.335 0.319 WB Right 2 2 Intersection Level of Service A A PROJECT IMPACT VALUE 0.000 0.000 ======Future Conditions (2009), With Project (Option A) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 11 Olympic Boulevard and Century Park West Scenario: Future Conditions (2009), With Project (Option A)

SB Left 32 0 32 17 * 100 0 100 55 SB Thru 0 0 0 N/A 0 0 0 N/A SB Right 225 0 225 124 1142 -1 1141 628 *

EB Left 816 -3 813 447 * 239 0 239 132 * EB Thru 3298 -7 3291 1097 2685 0 2685 895 EB Right 0 0 0 N/A 0 0 0 N/A

WB Left 0 0 0 0 0 0 0 0 WB Thru 2601 -1 2600 867 * 3653 -2 3651 1217 * WB Right 76 0 76 76 75 0 75 75

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 0 0NorthBound 0 0 NB Left-Thru 0 0SouthBound 224 66 NB Thru 0 0EastBound 0 0 NB Right-Thru 0 0WestBound 0 0 NB Right 0 0 Number of Phases 33 SB Left 2 2Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 0 0Capacity Codes 1,425 1,425 SB Right-Thru 0 0 SB Right 2 2 ======EB Left 2 2 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 3 3 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,314 1,349 EB Right 0 0 North/South Critical Volumes 17 562 Sum of Critical Volumes 1,332 1,911 WB Left 0 0 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 3 3 Intersection CMA Value 0.934 1.341 WB Right-Thru 0 0ATCS CMA Value 0.834 1.241 WB Right 1 1 Intersection Level of Service D F PROJECT IMPACT VALUE -0.002 -0.001 ======Future Conditions (2009), With Project (Opition A) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 12 Century Park East and Santa Monica Boulevard Scenario: Future Conditions (2009), With Project (Option A)

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement W/O Proj. Project W/ Project VPL Critical W/O Proj. Project W/ Project VPL Critical NB Left 430 0 430 237 * 756 0 756 416 * NB Thru 0 0 0 N/A 0 0 0 N/A NB Right 408 0 408 225 1010 -1 1009 555

SB Left 0 0 0 N/A 0 0 0 N/A SB Thru 0 0 0 N/A 0 0 0 N/A SB Right 0 0 0 N/A 0 0 0 N/A

EB Left 0 0 0 0 0 0 0 0 EB Thru 2760 -1 2759 690 2907 -3 2904 726 * EB Right 1022 0 1022 1022 * 326 0 326 326

WB Left 1394 -3 1391 765 396 0 396 218 * WB Thru 2823 -10 2813 703 * 3020 0 3020 755 WB Right 0 0 0 N/A 0 0 0 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 2 2NorthBound 765 218 NB Left-Thru 0 0SouthBound 0 0 NB Thru 0 0EastBound 237 416 NB Right-Thru 0 0WestBound 0 0 NB Right 2 2 Number of Phases 33 SB Left 0 0Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 0 0Capacity Codes 1425 1425 SB Right-Thru 0 0 SB Right 0 0 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 4 4 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,551 943 EB Right 1 1 North/South Critical Volumes 237 416 Sum of Critical Volumes 1,787 1,359 WB Left 2 2 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 4 4 Intersection CMA Value 1.254 0.954 WB Right-Thru 0 0ATCS CMA Value 1.154 0.854 WB Right 0 0 Intersection Level of Service F D PROJECT IMPACT VALUE -0.001 0.000 ======Future Conditions (2009), With Project (Option A) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 14 Century Park East and Constellation Boulevard Scenario: Future Conditions (2009), With Project (Option A)

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement W/O Proj. Project W/ Project VPL Critical W/O Proj. Project W/ Project VPL Critical NB Left 345 0 345 345 * 144 0 144 144 * NB Thru 1171 0 1171 390 902 0 902 451 NB Right 0 0 0 N/A 0 0 0 N/A

SB Left 2 0 2 2 51 0 51 51 SB Thru 713 0 713 356 * 1049 0 1049 525 * SB Right 408 -3 405 405 225 0 225 225

EB Left 250 0 250 138 * 691 -1 690 380 * EB Thru 0 0 0 N/A 0 0 0 N/A EB Right 150 0 150 82 594 0 594 327

WB Left 0 0 0 0 0 0 0 0 WB Thru 30 0 30 59 * 11 0 11 42 * WB Right 30 0 30 0 32 0 32 0

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 1 1NorthBound 0 0 NB Left-Thru 0 0SouthBound 138 380 NB Thru 2 2EastBound 0 0 NB Right-Thru 1 1WestBound 0 0 NB Right 0 0 Number of Phases 22 SB Left 1 1 Phasing Code SB Left-Thru 0 0 SB Thru 2 2Capacity Codes 1,425 1,425 SB Right-Thru 0 0 SB Right 1 1 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 1 1 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 197 422 EB Right 2 2 North/South Critical Volumes 701 668 Sum of Critical Volumes 898 1,091 WB Left 0 0 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 0 0 Intersection CMA Value 0.630 0.765 WB Right-Thru 1 1ATCS CMA Value 0.530 0.665 WB Right 0 0 Intersection Level of Service A B PROJECT IMPACT VALUE 0.000 -0.001 ======Future Conditions (2009), With Project (Option A) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 15 Olympic Boulevard and Century Park East Scenario: Future Conditions (2009), With Project (Option A)

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement W/O Proj. Project W/ Project VPL Critical W/O Proj. Project W/ Project VPL Critical NB Left 476 0 476 262 65 0 65 36 NB Thru 1043 0 1043 390 * 319 0 319 154 * NB Right 126 0 126 N/A 143 0 143 N/A

SB Left 143 0 143 79 * 691 0 691 380 * SB Thru 218 0 218 109 692 0 692 346 SB Right 105 0 105 58 665 0 665 366

EB Left 0 0 0 N/A * 0 0 0 N/A EB Thru 2374 -1 2373 810 2703 0 2703 937 * EB Right 57 0 57 N/A 107 0 107 N/A

WB Left 0 0 0 N/A 0 0 0 N/A * WB Thru 3088 -8 3080 919 * 2967 -2 2965 813 WB Right 595 0 595 N/A 287 0 287 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 2 2NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 2 2EastBound 0 0 NB Right-Thru 1 1WestBound 0 0 NB Right 0 0 Number of Phases 33 SB Left 2 2Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 2 2Capacity Codes 1,425 1,425 SB Right-Thru 0 0 SB Right 2 2 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 2 2 AM PEAK PM PEAK EB Right-Thru 1 1 East/West Critical Volumes 919 937 EB Right 0 0 North/South Critical Volumes 468 534 Sum of Critical Volumes 1,387 1,471 WB Left 0 0 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 3 3 Intersection CMA Value 0.974 1.032 WB Right-Thru 1 1ATCS CMA Value 0.874 0.932 WB Right 0 0 Intersection Level of Service D E PROJECT IMPACT VALUE -0.001 0.000 ======Future Conditions (2009), With Project (Option A) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 16 Century Park East and Pico Boulevard Scenario: Future Conditions (2009), With Project (Option A)

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement W/O Proj. Project W/ Project VPL Critical W/O Proj. Project W/ Project VPL Critical NB Left 6 0 6 7 7 0 7 21 NB Thru 5 0 5 N/A 21 0 21 N/A NB Right 3 0 3 7 * 14 0 14 21 *

SB Left 116 0 116 73 * 642 0 642 412 * SB Thru 15 0 15 73 3 0 3 412 SB Right 89 0 89 73 591 0 591 412

EB Left 738 0 738 406 * 220 0 220 121 EB Thru 1398 -1 1397 466 2449 -2 2447 816 * EB Right 0 0 0 N/A 0 0 0 N/A

WB Left 24 0 24 24 7 0 7 7 * WB Thru 2072 -5 2067 689 1583 0 1583 528 WB Right 727 0 727 727 * 194 0 194 194

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 0 0NorthBound 0 0 NB Left-Thru 1 1SouthBound 369 110 NB Thru 0 0EastBound 0 0 NB Right-Thru 1 1WestBound 37 321 NB Right 0 0 Number of Phases 44 SB Left 1 1Phasing Code 0 0 SB Left-Thru 0 0 SB Left-Thru-Rt 1 1Capacity Codes 1,375 1,375 SB Right-Thru 0 0 SB Right 1 1 ======EB Left 2 2 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 3 3 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,097 823 EB Right 0 0 North/South Critical Volumes 81 433 Sum of Critical Volumes 1,177 1,256 WB Left 1 1 Capacity 1,375 1,375 WB Left-Thru 0 0 WB Thru 3 3 Intersection CMA Value 0.856 0.914 WB Right-Thru 0 0ATCS CMA Value 0.756 0.814 WB Right 1 1 Intersection Level of Service C D PROJECT IMPACT VALUE 0.000 0.000 ======Future Conditions (2009), With Project (Option A) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 17 Pico Boulevard and Motor Avenue Scenario: Future Conditions (2009), With Project (Option A)

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement W/O Proj. Project W/ Project VPL Critical W/O Proj. Project W/ Project VPL Critical NB Left 305 0 305 168 310 0 310 170 NB Thru 0 0 0 N/A 0 0 0 N/A NB Right 1329 -3 1326 1326 * 671 0 671 671 *

SB Left 38 0 38 38 * 258 0 258 258 SB Thru 0 0 0 N/A 0 0 0 N/A SB Right 44 0 44 44 346 0 346 346 *

EB Left 409 0 409 409 97 0 97 97 EB Thru 2161 -7 2154 806 * 1615 0 1615 694 * EB Right 265 0 265 N/A 466 0 466 N/A

WB Left 292 0 292 292 * 1105 -1 1104 1104 * WB Thru 1478 -1 1477 632 1819 -2 1817 639 WB Right 420 0 420 N/A 99 0 99 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 2 2NorthBound 146 552 NB Left-Thru 0 0SouthBound 204 49 NB Thru 0 0EastBound 0 0 NB Right-Thru 0 0WestBound 0 0 NB Right 1 1 Number of Phases 44 SB Left 1 1Phasing Code N-S Split N-S Split SB Left-Thru 0 0 SB Thru 0 0Capacity Codes 1,375 1,375 SB Right-Thru 0 0 SB Right 1 1 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 2 2 AM PEAK PM PEAK EB Right-Thru 1 1 East/West Critical Volumes 1,099 1,798 EB Right 0 0 North/South Critical Volumes 1,218 417 Sum of Critical Volumes 2,316 2,214 WB Left 1 1 Capacity 1,375 1,375 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 1.685 1.610 WB Right-Thru 1 1ATCS CMA Value 1.585 1.510 WB Right 0 0 Intersection Level of Service F F PROJECT IMPACT VALUE -0.004 -0.001 ======Future Conditions (2009), With Project (Option A) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 18 Pico Boulevard and Beverly Glen Boulevard Scenario: Future Conditions (2009), With Project (Option A)

SB Left 331 0 331 204 * 391 0 391 268 * SB Thru 0 0 0 N/A 0 0 0 N/A SB Right 281 0 281 204 412 0 412 268

EB Left 407 0 407 407 * 220 0 220 220 * EB Thru 2308 -7 2301 767 1532 0 1532 511 EB Right 0 0 0 N/A 0 0 0 N/A

WB Left 0 0 0 N/A 0 0 0 N/A WB Thru 1643 -1 1642 821 * 2210 -2 2208 852 * WB Right 266 0 266 266 346 0 346 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 0 0NorthBound 0 0 NB Left-Thru 0 0SouthBound 204 110 NB Thru 0 0EastBound 0 0 NB Right-Thru 0 0WestBound 0 0 NB Right 0 0 Number of Phases 22 SB Left 1 1Phasing Code 0 0 SB Left-Thru 0 0 SB Left-Right 1 1Capacity Codes 1,500 1,500 SB Right-Thru 0 0 SB Right 1 1 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 3 3 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,228 1,071 EB Right 0 0 North/South Critical Volumes 204 268 Sum of Critical Volumes 1,432 1,339 WB Left 0 0 Capacity 1,500 1,500 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 0.955 0.892 WB Right-Thru 0 1ATCS CMA Value 0.855 0.792 WB Right 1 0 Intersection Level of Service D C PROJECT IMPACT VALUE 0.000 -0.001 ======Future Conditions (2009), With Project (Option A) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 19 Pico Boulevard and Overland Avenue Scenario: Future Conditions (2009), With Project (Option A)

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement W/O Proj. Project W/ Project VPL Critical W/O Proj. Project W/ Project VPL Critical NB Left 255 0 255 141 319 0 319 175 * NB Thru 924 0 924 924 * 775 0 775 775 NB Right 1042 -1 1041 573 485 0 485 267

SB Left 34 0 34 34 * 74 0 74 74 SB Thru 661 0 661 340 1292 0 1292 676 * SB Right 19 0 19 N/A 60 0 60 N/A

EB Left 87 0 87 87 87 0 87 87 EB Thru 1778 -5 1773 643 * 1330 0 1330 574 * EB Right 155 0 155 N/A 392 0 392 N/A

WB Left 650 0 650 358 * 1151 0 1151 633 * WB Thru 1386 -1 1385 692 1915 -2 1913 651 WB Right 58 0 58 58 39 0 39 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 2 2NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 1 1EastBound 0 0 NB Right-Thru 0 0WestBound 0 0 NB Right 2 2 Number of Phases 44 SB Left 1 1Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 1 1Capacity Codes 1375 1375 SB Right-Thru 1 1 SB Right 0 0 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 2 2 AM PEAK PM PEAK EB Right-Thru 1 1 East/West Critical Volumes 1,000 1,207 EB Right 0 0 North/South Critical Volumes 958 852 Sum of Critical Volumes 1,958 2,059 WB Left 2 2 Capacity 1,375 1,375 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 1.424 1.497 WB Right-Thru 0 1ATCS CMA Value 1.324 1.397 WB Right 1 0 Intersection Level of Service F F PROJECT IMPACT VALUE -0.001 0.000 ======Future Conditions (2009), With Project (Option A) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 1 Avenue of the Stars and Santa Monica Boulevard Scenario: Future Conditions (2009), With Project (Option B)

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement W/O Proj. Project W/ Project VPL Critical W/O Proj. Project W/ Project VPL Critical NB Left 364 7 371 124 * 1045 -5 1040 347 * NB Thru 0 0 0 N/A 0 0 0 N/A NB Right 439 4 443 244 737 -3 734 403

SB Left 0 0 0 N/A 0 0 0 N/A SB Thru 0 0 0 N/A 0 0 0 N/A SB Right 0 0 0 N/A 0 0 0 N/A

EB Left 0 0 0 0 0 0 0 0 EB Thru 3727 0 3727 932 3069 0 3069 767 EB Right 1534 -9 1525 1525 * 568 4 572 572

WB Left 785 -5 780 429 * 546 2 548 301 WB Thru 2818 0 2818 939 3630 0 3630 1210 * WB Right 0 0 0 N/A 0 0 0 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 3 3NorthBound 429 301 NB Left-Thru 0 0SouthBound 0 0 NB Thru 0 0EastBound 124 347 NB Right-Thru 0 0WestBound 0 0 NB Right 2 2 Number of Phases 33 SB Left 0 0Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 0 0Capacity Codes 1425 1425 SB Right-Thru 0 0 SB Right 0 0 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 4 4 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,830 1,210 EB Right 1 1 North/South Critical Volumes 124 347 Sum of Critical Volumes 1,953 1,556 WB Left 2 2 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 3 3 Intersection CMA Value 1.371 1.092 WB Right-Thru 0 0ATCS CMA Value 1.271 0.992 WB Right 0 0 Intersection Level of Service F E PROJECT IMPACT VALUE -0.008 -0.001 ======Future Conditions (2009), With Project (Option B) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 3 Avenue of the Stars and Constellation Boulevard Scenario: Future Conditions (2009), With Project (Option B)

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement W/O Proj. Project W/ Project VPL Critical W/O Proj. Project W/ Project VPL Critical NB Left 245 0 245 135 279 0 279 153 * NB Thru 1142 -12 1130 476 * 836 -8 828 279 NB Right 774 1 775 476 288 -1 287 279

SB Left 525 0 525 289 * 235 0 235 129 SB Thru 671 -14 657 280 1044 6 1050 435 * SB Right 182 0 182 N/A 255 0 255 N/A

EB Left 182 0 182 182 * 166 0 166 166 EB Thru 372 0 372 186 233 0 233 117 EB Right 92 0 92 92 570 0 570 570 *

WB Left 102 -2 100 100 327 1 328 328 * WB Thru 88 0 88 44 457 0 457 228 WB Right 138 0 138 138 * 302 0 302 302

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 2 2NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 2 2EastBound 0 0 NB Right-Thru 1 1WestBound 0 0 NB Right 1 1 Number of Phases 44 SB Left 2 2Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 2 2Capacity Codes 1,375 1,375 SB Right-Thru 1 1 SB Right 0 0 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 2 2 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 320 897 EB Right 1 1 North/South Critical Volumes 765 588 Sum of Critical Volumes 1,085 1,486 WB Left 1 1 Capacity 1,375 1,375 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 0.789 1.080 WB Right-Thru 0 0ATCS CMA Value 0.689 0.980 WB Right 1 1 Intersection Level of Service B E PROJECT IMPACT VALUE -0.002 0.002 ======Future Conditions (2009), With Project (Option B) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 4 Avenue of the Stars and Olympic Boulevard WB Scenario: Future Conditions (2009), With Project (Opition B)

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement W/O Proj. Project W/ Project VPL Critical W/O Proj. Project W/ Project VPL Critical NB Left 0 22 22 22 0 41 41 41 * NB Thru 1996 0 1996 680 * 855 0 855 338 NB Right 44 0 44 N/A 161 0 161 N/A

SB Left 39 0 39 39 * 167 0 167 167 SB Thru 811 0 811 280 1857 0 1857 638 * SB Right 0 30 30 N/A 0 56 56 N/A

EB Left 0 42 42 51 * 0 42 42 51 * EB Thru 0 9 9 N/A 0 9 9 N/A EB Right 0 6 6 6 0 6 6 6

WB Left 234 0 234 242 178 0 178 193 WB Thru 0 8 8 N/A 0 15 15 N/A WB Right 406 0 406 406 * 359 0 359 359 *

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 1 1NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 2 2EastBound 0 0 NB Right-Thru 1 1WestBound 0 0 NB Right 0 0 Number of Phases 22 SB Left 1 1Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 2 2Capacity Codes 1,500 1,500 SB Right-Thru 1 1 SB Right 0 0 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 1 1 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 457 410 EB Right 1 1 North/South Critical Volumes 719 679 Sum of Critical Volumes 1,176 1,088 WB Left 0 0 Capacity 1,500 1,500 WB Left-Thru 1 1 WB Thru 0 0 Intersection CMA Value 0.784 0.725 WB Right-Thru 0 0ATCS CMA Value 0.684 0.625 WB Right 1 1 Intersection Level of Service B B PROJECT IMPACT VALUE 0.021 0.039 ======Future Conditions (2009), With Project (Option B) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 5 Avenue of the Stars and Olympic Boulevard EB Scenario: Future Conditions (2009), With Project (Option B)

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement W/O Proj. Project W/ Project VPL Critical W/O Proj. Project W/ Project VPL Critical NB Left 56 0 56 56 24 0 24 24 * NB Thru 1631 -8 1623 550 * 702 3 705 275 NB Right 28 0 28 N/A 121 0 121 N/A

SB Left 58 3 61 31 * 309 -3 306 153 SB Thru 793 7 800 320 1719 -5 1714 589 * SB Right 161 0 161 N/A 52 0 52 N/A

EB Left 6 0 6 7 * 74 0 74 77 * EB Thru 5 0 5 N/A 37 0 37 N/A EB Right 3 0 3 7 43 0 43 77

WB Left 156 0 156 303 68 0 68 89 WB Thru 30 0 30 N/A 5 2 7 N/A WB Right 424 -4 420 303 * 103 0 103 89 *

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 1 1NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 2 2EastBound 0 0 NB Right-Thru 1 1WestBound 0 0 NB Right 0 0 Number of Phases 33 SB Left 2 2Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 2 2Capacity Codes 1,425 1,425 SB Right-Thru 1 1 SB Right 0 0 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 1 1 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 1 1 East/West Critical Volumes 311 166 EB Right 0 0 North/South Critical Volumes 581 613 Sum of Critical Volumes 891 779 WB Left 0 0 Capacity 1,425 1,425 WB Lt-Thru-Rt 1 1 WB Thru 0 0 Intersection CMA Value 0.626 0.547 WB Right-Thru 0 0ATCS CMA Value 0.526 0.447 WB Right 1 1 Intersection Level of Service A A PROJECT IMPACT VALUE -0.002 0.000 ======Future Conditions (2009), With Project (Option B) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 6 Avenue of the Stars and Galaxy Way Scenario: Future Conditions (2009), With Project (Option B)

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement W/O Proj. Project W/ Project VPL Critical W/O Proj. Project W/ Project VPL Critical NB Left 335 0 335 184 15 0 15 8 * NB Thru 1671 -8 1663 564 * 617 3 620 225 NB Right 29 0 29 N/A 54 0 54 N/A

SB Left 51 0 51 51 * 130 0 130 130 SB Thru 651 7 658 331 1809 -5 1804 610 * SB Right 335 0 335 N/A 28 0 28 N/A

EB Left 20 0 20 11 175 0 175 96 EB Thru 0 0 0 N/A 0 0 0 N/A EB Right 17 0 17 17 * 266 0 266 266 *

WB Left 24 0 24 24 52 0 52 52 * WB Thru 0 0 0 N/A 0 0 0 N/A WB Right (free) 67 0 67 67 * 51 0 51 51

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 2 2NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 2 2EastBound 0 0 NB Right-Thru 1 1WestBound 0 0 NB Right 0 0 Number of Phases 44 SB Left 1 1Phasing Code e-w opp e-w opp SB Left-Thru 0 0 SB Thru 2 2Capacity Codes 1,375 1,375 SB Right-Thru 1 1 SB Right 0 0 ======EB Left 2 2 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 84 318 EB Right 1 1 North/South Critical Volumes 615 619 Sum of Critical Volumes 699 937 WB Left 1 1 Capacity 1,375 1,375 WB Left-Thru 0 0 WB Thru 0 0 Intersection CMA Value 0.508 0.681 WB Right-Thru 0 0ATCS CMA Value 0.408 0.581 WB Right 1 1 Intersection Level of Service A A PROJECT IMPACT VALUE -0.002 -0.001 ======Future Conditions (2009), With Project (Option B) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 7 Avenue of the Stars and Empyrean Way Scenario: Future Conditions (2009), With Project (Option B)

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement W/O Proj. Project W/ Project VPL Critical W/O Proj. Project W/ Project VPL Critical NB Left 0 0 0 0 0 0 0 0 * NB Thru 1988 -8 1980 661 * 637 3 640 220 NB Right 2 0 2 N/A 20 0 20 N/A

SB Left 19 0 19 19 * 18 0 18 18 SB Thru 659 7 666 222 1864 -5 1859 620 * SB Right 0 0 0 N/A 0 0 0 N/A

EB Left 0 0 0 N/A 0 0 0 N/A EB Thru 0 0 0 N/A 0 0 0 N/A EB Right 0 0 0 N/A 0 0 0 N/A

WB Left 17 0 17 63 17 0 17 42 WB Thru 0 0 0 N/A 0 0 0 N/A WB Right (free) 46 0 46 63 * 25 0 25 42 *

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 1 1NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 2 2EastBound 0 0 NB Right-Thru 1 1WestBound 0 0 NB Right 0 0 Number of Phases 22 SB Left 1 1Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 2 2Capacity Codes 1,500 1,500 SB Right-Thru 1 1 SB Right 0 0 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 63 42 EB Right 0 0 North/South Critical Volumes 680 620 Sum of Critical Volumes 742 662 WB Left 0 0 Capacity 1,500 1,500 WB Left-Thru 0 0 WB Thru 0 0 Intersection CMA Value 0.495 0.441 WB Right-Thru 1 1CMA Value 0.495 0.441 WB Right 0 0 Intersection Level of Service A A PROJECT IMPACT VALUE -0.002 -0.001 ======Future Conditions (2009), With Project (Option B) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 8 Avenue of the Stars and Pico Boulevard Scenario: Future Conditions (2009), With Project (Option B)

SB Left 121 2 123 68 * 572 -2 570 313 SB Thru 0 0 0 N/A 0 0 0 N/A SB Right 514 4 518 285 1329 -3 1326 729 *

EB Left 1444 -5 1439 791 * 518 2 520 286 * EB Thru 2069 0 2069 690 2078 0 2078 693 EB Right 0 0 0 N/A 0 0 0 N/A

WB Left 0 0 0 N/A 0 0 0 N/A WB Thru 1647 0 1647 728 * 1944 0 1944 702 * WB Right 539 -3 536 N/A 161 1 162 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 0 0NorthBound 0 0 NB Left-Thru 0 0SouthBound 396 143 NB Thru 0 0EastBound 0 0 NB Right-Thru 0 0WestBound 0 0 NB Right 0 0 Number of Phases 33 SB Left 2 2Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 0 0Capacity Codes 1,425 1,425 SB Right-Thru 0 0 SB Right 2 2 ======EB Left 2 2 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 3 3 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,519 988 EB Right 0 0 North/South Critical Volumes 68 586 Sum of Critical Volumes 1,587 1,574 WB Left 0 0 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 1.114 1.105 WB Right-Thru 1 1ATCS CMA Value 1.014 1.005 WB Right 0 0 Intersection Level of Service F F PROJECT IMPACT VALUE -0.001 0.000 ======Future Conditions (2009), With Project (Option B) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 9 Santa Monica Boulevard and Century Park West Scenario: Future Conditions (2009), With Project (Option B)

AM Peak Hour Traffic Volumes PM Peak Hour Traffic Volumes Movement W/O Proj. Project W/ Project VPL Critical W/O Proj. Project W/ Project VPL Critical NB Left 87 1 88 89 * 586 -1 585 301 * NB Thru 0 0 0 N/A 0 0 0 N/A NB Right 181 0 181 89 320 0 320 301

SB Left 0 0 0 N/A 0 0 0 N/A SB Thru 0 0 0 N/A 0 0 0 N/A SB Right 0 0 0 N/A 0 0 0 N/A

EB Left 0 0 0 N/A 0 0 0 N/A EB Thru 4472 -9 4463 1488 * 2973 4 2977 992 EB Right 500 -2 498 498 90 1 91 91

WB Left 297 0 297 163 * 257 0 257 141 WB Thru 2588 7 2595 865 3917 -5 3912 1304 * WB Right 0 0 0 N/A 0 0 0 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 1 1NorthBound 0 0 NB Left-Right 1 1SouthBound 0 0 NB Thru 0 0EastBound 0 0 NB Right-Thru 0 0WestBound 0 0 NB Right 1 1 Number of Phases 33 SB Left 0 0Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 0 0Capacity Codes 1425 1425 SB Right-Thru 0 0 SB Right 0 0 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 3 3 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,651 1,304 EB Right 1 1 North/South Critical Volumes 89 301 Sum of Critical Volumes 1,740 1,605 WB Left 2 2 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 3 3 Intersection CMA Value 1.221 1.127 WB Right-Thru 0 0ATCS CMA Value 1.121 1.027 WB Right 0 0 Intersection Level of Service F F PROJECT IMPACT VALUE -0.002 -0.001 ======Future Conditions (2009), With Project (Option B) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 10 Constellation Boulevard and Century Park West Scenario: Future Conditions (2009), With Project (Option B)

SB Left 132 0 132 132 * 13 0 13 13 SB Thru 286 -2 284 95 315 1 316 105 * SB Right 0 0 0 N/A 0 0 0 N/A

EB Left 0 0 0 N/A 0 0 0 N/A EB Thru 0 0 0 N/A 0 0 0 N/A EB Right 0 0 0 N/A 0 0 0 N/A

WB Left 59 0 59 32 682 0 682 375 * WB Thru 0 0 0 N/A 0 0 0 N/A WB Right (free) 87 0 87 48 * 305 0 305 168

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 0 0NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 2 2EastBound 0 0 NB Right-Thru 0 0WestBound 0 0 NB Right 1 1 Number of Phases 33 SB Left 1 1Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 3 3Capacity Codes 1,425 1,425 SB Right-Thru 0 0 SB Right 0 0 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 48 375 EB Right 0 0 North/South Critical Volumes 573 222 Sum of Critical Volumes 620 597 WB Left 2 2 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 0 0 Intersection CMA Value 0.435 0.419 WB Right-Thru 0 0ATCS CMA Value 0.335 0.319 WB Right 2 2 Intersection Level of Service A A PROJECT IMPACT VALUE 0.000 0.000 ======Future Conditions (2009), With Project (Option B) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 11 Olympic Boulevard and Century Park West Scenario: Future Conditions (2009), With Project (Option B)

SB Left 32 0 32 17 * 100 0 100 55 SB Thru 0 0 0 N/A 0 0 0 N/A SB Right 225 0 225 124 1142 -1 1141 628 *

EB Left 816 -3 813 447 * 239 0 239 132 * EB Thru 3298 -7 3291 1097 2685 0 2685 895 EB Right 0 0 0 N/A 0 0 0 N/A

WB Left 0 0 0 0 0 0 0 0 WB Thru 2601 -1 2600 867 * 3653 -2 3651 1217 * WB Right 76 0 76 76 75 0 75 75

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 0 0NorthBound 0 0 NB Left-Thru 0 0SouthBound 224 66 NB Thru 0 0EastBound 0 0 NB Right-Thru 0 0WestBound 0 0 NB Right 0 0 Number of Phases 33 SB Left 2 2Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 0 0Capacity Codes 1,425 1,425 SB Right-Thru 0 0 SB Right 2 2 ======EB Left 2 2 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 3 3 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,314 1,349 EB Right 0 0 North/South Critical Volumes 17 562 Sum of Critical Volumes 1,332 1,911 WB Left 0 0 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 3 3 Intersection CMA Value 0.934 1.341 WB Right-Thru 0 0ATCS CMA Value 0.834 1.241 WB Right 1 1 Intersection Level of Service D F PROJECT IMPACT VALUE -0.002 -0.001 ======Future Conditions (2009), With Project (Opition B) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 12 Century Park East and Santa Monica Boulevard Scenario: Future Conditions (2009), With Project (Option B)

SB Left 0 0 0 N/A 0 0 0 N/A SB Thru 0 0 0 N/A 0 0 0 N/A SB Right 0 0 0 N/A 0 0 0 N/A

EB Left 0 0 0 0 0 0 0 0 EB Thru 2760 4 2764 691 2907 -3 2904 726 * EB Right 1022 0 1022 1022 * 326 0 326 326

WB Left 1394 -2 1392 766 396 1 397 218 * WB Thru 2823 -5 2818 705 * 3020 2 3022 755 WB Right 0 0 0 N/A 0 0 0 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 2 2NorthBound 766 218 NB Left-Thru 0 0SouthBound 0 0 NB Thru 0 0EastBound 237 416 NB Right-Thru 0 0WestBound 0 0 NB Right 2 2 Number of Phases 33 SB Left 0 0Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 0 0Capacity Codes 1425 1425 SB Right-Thru 0 0 SB Right 0 0 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 4 4 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,551 944 EB Right 1 1 North/South Critical Volumes 237 416 Sum of Critical Volumes 1,788 1,360 WB Left 2 2 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 4 4 Intersection CMA Value 1.255 0.954 WB Right-Thru 0 0ATCS CMA Value 1.155 0.854 WB Right 0 0 Intersection Level of Service F D PROJECT IMPACT VALUE 0.000 0.000 ======Future Conditions (2009), With Project (Option B) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 14 Century Park East and Constellation Boulevard Scenario: Future Conditions (2009), With Project (Option B)

SB Left 2 0 2 2 51 0 51 51 SB Thru 713 0 713 356 * 1049 0 1049 525 * SB Right 408 -2 406 406 225 1 226 226

EB Left 250 1 251 138 * 691 -1 690 380 * EB Thru 0 0 0 N/A 0 0 0 N/A EB Right 150 0 150 82 594 0 594 327

WB Left 0 0 0 0 0 0 0 0 WB Thru 30 0 30 59 * 11 0 11 42 * WB Right 30 0 30 0 32 0 32 0

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 1 1NorthBound 0 0 NB Left-Thru 0 0SouthBound 138 380 NB Thru 2 2EastBound 0 0 NB Right-Thru 1 1WestBound 0 0 NB Right 0 0 Number of Phases 22 SB Left 1 1 Phasing Code SB Left-Thru 0 0 SB Thru 2 2Capacity Codes 1,425 1,425 SB Right-Thru 0 0 SB Right 1 1 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 1 1 ======EB Thru 0 0 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 197 422 EB Right 2 2 North/South Critical Volumes 701 668 Sum of Critical Volumes 898 1,091 WB Left 0 0 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 0 0 Intersection CMA Value 0.630 0.765 WB Right-Thru 1 1ATCS CMA Value 0.530 0.665 WB Right 0 0 Intersection Level of Service A B PROJECT IMPACT VALUE 0.000 -0.001 ======Future Conditions (2009), With Project (Option B) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 15 Olympic Boulevard and Century Park East Scenario: Future Conditions (2009), With Project (Option B)

SB Left 143 0 143 79 * 691 0 691 380 * SB Thru 218 0 218 109 692 0 692 346 SB Right 105 0 105 58 665 0 665 366

EB Left 0 0 0 N/A * 0 0 0 N/A EB Thru 2374 3 2377 811 2703 -3 2700 936 * EB Right 57 0 57 N/A 107 0 107 N/A

WB Left 0 0 0 N/A 0 0 0 N/A * WB Thru 3088 -4 3084 920 * 2967 2 2969 814 WB Right 595 0 595 N/A 287 0 287 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 2 2NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 2 2EastBound 0 0 NB Right-Thru 1 1WestBound 0 0 NB Right 0 0 Number of Phases 33 SB Left 2 2Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 2 2Capacity Codes 1,425 1,425 SB Right-Thru 0 0 SB Right 2 2 ======EB Left 0 0 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 2 2 AM PEAK PM PEAK EB Right-Thru 1 1 East/West Critical Volumes 920 936 EB Right 0 0 North/South Critical Volumes 468 534 Sum of Critical Volumes 1,388 1,470 WB Left 0 0 Capacity 1,425 1,425 WB Left-Thru 0 0 WB Thru 3 3 Intersection CMA Value 0.974 1.031 WB Right-Thru 1 1ATCS CMA Value 0.874 0.931 WB Right 0 0 Intersection Level of Service D E PROJECT IMPACT VALUE -0.001 -0.001 ======Future Conditions (2009), With Project (Option B) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 16 Century Park East and Pico Boulevard Scenario: Future Conditions (2009), With Project (Option B)

SB Left 116 0 116 73 * 642 0 642 412 * SB Thru 15 0 15 73 3 0 3 412 SB Right 89 0 89 73 591 0 591 412

EB Left 738 0 738 406 * 220 0 220 121 EB Thru 1398 2 1400 467 2449 -2 2447 816 * EB Right 0 0 0 N/A 0 0 0 N/A

WB Left 24 0 24 24 7 0 7 7 * WB Thru 2072 -3 2069 690 1583 1 1584 528 WB Right 727 0 727 727 * 194 0 194 194

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 0 0NorthBound 0 0 NB Left-Thru 1 1SouthBound 369 110 NB Thru 0 0EastBound 0 0 NB Right-Thru 1 1WestBound 37 321 NB Right 0 0 Number of Phases 44 SB Left 1 1Phasing Code 0 0 SB Left-Thru 0 0 SB Left-Thru-Rt 1 1Capacity Codes 1,375 1,375 SB Right-Thru 0 0 SB Right 1 1 ======EB Left 2 2 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 3 3 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,097 823 EB Right 0 0 North/South Critical Volumes 81 433 Sum of Critical Volumes 1,177 1,256 WB Left 1 1 Capacity 1,375 1,375 WB Left-Thru 0 0 WB Thru 3 3 Intersection CMA Value 0.856 0.914 WB Right-Thru 0 0ATCS CMA Value 0.756 0.814 WB Right 1 1 Intersection Level of Service C D PROJECT IMPACT VALUE 0.000 0.000 ======Future Conditions (2009), With Project (Option B) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 17 Pico Boulevard and Motor Avenue Scenario: Future Conditions (2009), With Project (Option B)

SB Left 38 0 38 38 * 258 0 258 258 SB Thru 0 0 0 N/A 0 0 0 N/A SB Right 44 0 44 44 346 0 346 346 *

EB Left 409 0 409 409 97 0 97 97 EB Thru 2161 -4 2157 807 * 1615 1 1616 694 * EB Right 265 0 265 N/A 466 0 466 N/A

WB Left 292 1 293 293 * 1105 -1 1104 1104 * WB Thru 1478 3 1481 634 1819 -2 1817 639 WB Right 420 0 420 N/A 99 0 99 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 2 2NorthBound 147 552 NB Left-Thru 0 0SouthBound 204 49 NB Thru 0 0EastBound 0 0 NB Right-Thru 0 0WestBound 0 0 NB Right 1 1 Number of Phases 44 SB Left 1 1Phasing Code N-S Split N-S Split SB Left-Thru 0 0 SB Thru 0 0Capacity Codes 1,375 1,375 SB Right-Thru 0 0 SB Right 1 1 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 2 2 AM PEAK PM PEAK EB Right-Thru 1 1 East/West Critical Volumes 1,101 1,798 EB Right 0 0 North/South Critical Volumes 1,219 418 Sum of Critical Volumes 2,320 2,216 WB Left 1 1 Capacity 1,375 1,375 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 1.687 1.611 WB Right-Thru 1 1ATCS CMA Value 1.587 1.511 WB Right 0 0 Intersection Level of Service F F PROJECT IMPACT VALUE -0.002 0.001 ======Future Conditions (2009), With Project (Option B) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 18 Pico Boulevard and Beverly Glen Boulevard Scenario: Future Conditions (2009), With Project (Option B)

SB Left 331 0 331 204 * 391 0 391 268 * SB Thru 0 0 0 N/A 0 0 0 N/A SB Right 281 0 281 204 412 0 412 268

EB Left 407 0 407 407 * 220 0 220 220 * EB Thru 2308 -4 2304 768 1532 1 1533 511 EB Right 0 0 0 N/A 0 0 0 N/A

WB Left 0 0 0 N/A 0 0 0 N/A WB Thru 1643 3 1646 823 * 2210 -2 2208 852 * WB Right 266 0 266 266 346 0 346 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 0 0NorthBound 0 0 NB Left-Thru 0 0SouthBound 204 110 NB Thru 0 0EastBound 0 0 NB Right-Thru 0 0WestBound 0 0 NB Right 0 0 Number of Phases 22 SB Left 1 1Phasing Code 0 0 SB Left-Thru 0 0 SB Left-RT 1 1Capacity Codes 1,500 1,500 SB Right-Thru 0 0 SB Right 1 1 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 3 3 AM PEAK PM PEAK EB Right-Thru 0 0 East/West Critical Volumes 1,230 1,071 EB Right 0 0 North/South Critical Volumes 204 268 Sum of Critical Volumes 1,434 1,339 WB Left 0 0 Capacity 1,500 1,500 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 0.956 0.892 WB Right-Thru 0 1ATCS CMA Value 0.856 0.792 WB Right 1 0 Intersection Level of Service D C PROJECT IMPACT VALUE 0.001 -0.001 ======Future Conditions (2009), With Project (Option B) INTERSECTION CMA WORKSHEET Project: St. Regis Redevelopment

Intersection: 19 Pico Boulevard and Overland Avenue Scenario: Future Conditions (2009), With Project (Option B)

SB Left 34 0 34 34 * 74 0 74 74 SB Thru 661 0 661 340 1292 0 1292 676 * SB Right 19 0 19 N/A 60 0 60 N/A

EB Left 87 0 87 87 87 0 87 87 EB Thru 1778 -3 1775 643 * 1330 1 1331 574 * EB Right 155 0 155 N/A 392 0 392 N/A

WB Left 650 1 651 358 * 1151 0 1151 633 * WB Thru 1386 2 1388 694 1915 -2 1913 651 WB Right 58 0 58 58 39 0 39 N/A

AM PEAK PM PEAK Approach RTOR Movement Lanes Lanes Direction AM PEAK PM PEAK NB Left 2 2NorthBound 0 0 NB Left-Thru 0 0SouthBound 0 0 NB Thru 1 1EastBound 0 0 NB Right-Thru 0 0WestBound 0 0 NB Right 2 2 Number of Phases 44 SB Left 1 1Phasing Code 0 0 SB Left-Thru 0 0 SB Thru 1 1Capacity Codes 1375 1375 SB Right-Thru 1 1 SB Right 0 0 ======EB Left 1 1 Critical Movement Analysis: Results Summary EB Left-Thru 0 0 ======EB Thru 2 2 AM PEAK PM PEAK EB Right-Thru 1 1 East/West Critical Volumes 1,002 1,208 EB Right 0 0 North/South Critical Volumes 958 852 Sum of Critical Volumes 1,959 2,059 WB Left 2 2 Capacity 1,375 1,375 WB Left-Thru 0 0 WB Thru 2 2 Intersection CMA Value 1.425 1.498 WB Right-Thru 0 1ATCS CMA Value 1.325 1.398 WB Right 1 0 Intersection Level of Service F F PROJECT IMPACT VALUE 0.000 0.001 ======Future Conditions (2009), With Project (Option B)