traffic report 8740 la tijera march 2015 - … la tijera... · 8740 la tijera bl page 31 march 2015...
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8740 La Tijera Bl Page 31 March 2015 Traffic Impact Study Traffic Conditions Analysis
Overland Traffic Consultants, Inc.
The traffic conditions created by the ambient traffic growth plus the other related
development Projects are shown below in Table 9. Comparing the changes in the traffic
conditions between the future without Project and future with Project provides the
necessary information to determine if the Project’s projected traffic increases have the
potential to create a significant impact on any of the study intersections.
Traffic conditions after completion of the Project have been calculated by adding the
Project volume to the future without traffic volume. The traffic impact of the added Project
traffic at the study intersections is shown in the Table 10 by the comparison of the future
without Project and future with Project traffic conditions at the study intersection. The
significant impact criteria provided in Table 6 were applied to the future traffic conditions.
As shown in Table 10, no significant traffic impacts occur at the study intersections.
It should be noted that the impact analysis does not consider any changes to the existing
intersection configuration (i.e., future roadway improvements). Future cumulative “with
Project” peak hour traffic volumes are shown in Figure 13 for the AM Peak Hour and
Figure 14 for the PM Peak Hour.
8740 La Tijera Bl Page 32 March 2015 Traffic Impact Study Traffic Conditions Analysis
Overland Traffic Consultants, Inc.
Table 9 Future (2017) Traffic Conditions
Without Project
PeakNo. Intersection Hour CMA LOS CMA LOS Growth
1 Manchester AV & AM 0.892 D 0.998 E + 0.106
Sepulveda Bl PM 0.832 D 0.930 E + 0.098
2 Manchester Av & AM 0.594 A 0.699 B + 0.105
La Tijera Bl PM 0.542 A 0.642 B + 0.100
3 La Tijera Bl & AM 0.691 B 0.752 C + 0.061
Sepulveda Bl PM 0.675 B 0.738 C + 0.063
4 La Tijera Bl & AM 0.225 A 0.239 A + 0.014
Sepulveda Eastway PM 0.375 A 0.391 A + 0.016
5 Westchester Pkwy & AM 0.643 B 0.709 C + 0.066
Sepulveda Bl PM 0.645 B 0.704 C + 0.059
6 Westchester Pkwy & AM 0.526 A 0.561 A + 0.035
Sepulveda Eastway PM 0.531 A 0.565 A + 0.034
7 Westchester Pkwy & AM 0.707 C 0.749 C + 0.042
Airport Boulevard PM 0.721 C 0.769 C + 0.048
ExistingFuture (2017)
Without Project
8740 La Tijera Bl Page 33 March 2015 Traffic Impact Study Traffic Conditions Analysis
Overland Traffic Consultants, Inc.
Table 10 Future (2017) Traffic Conditions
With Project
Peak SignificantNo. Intersection Hour CMA LOS CMA LOS IMPACT Impact
1 Manchester Av & AM 0.998 E 0.998 E 0.000 NO
Sepulveda Bl PM 0.930 E 0.930 E 0.000 NO
2 Manchester Av & AM 0.699 B 0.696 B -0.003 NO
La Tijera Bl PM 0.642 B 0.647 B + 0.005 NO
3 La Tijera Bl & AM 0.752 C 0.741 C -0.011 NO
Sepulveda Bl PM 0.738 C 0.738 C 0.000 NO
4 La Tijera Bl & AM 0.239 A 0.235 A -0.004 NO
Sepulveda Eastway PM 0.391 A 0.405 A + 0.014 NO
5 Westchester Pkwy & AM 0.709 C 0.709 C 0.000 NO
Sepulveda Bl PM 0.704 C 0.707 C + 0.003 NO
6 Westchester Pkwy & AM 0.561 A 0.545 A -0.016 NO
Sepulveda Eastway PM 0.565 A 0.578 A + 0.013 NO
7 Westchester Pkwy & AM 0.749 C 0.747 C -0.002 NO
Airport Boulevard PM 0.769 C 0.769 C + 0.000 NO
Future (2017) Future (2017)Without Project With Project
8740 La Tijera Bl Page 36 March 2015 Traffic Impact Study Traffic Conditions Analysis
Overland Traffic Consultants, Inc.
Bicycle Plan Improvements
The City of Los Angeles adopted a 2010 Bicycle Master Plan to encourage alternative
modes of transportation throughout the City of Los Angeles. The Master Plan was
developed to provide a network system that is safe and efficient to use in coordination
with the vehicle and pedestrian traffic on the City street systems. The Master Plan has
mapped out the existing, funded and potential future Bicycle Paths, Bicycle Lanes, and
Bicycle Routes. Copies of the Bicycle Plan maps dated 2010 and June 19, 2012 are
provided in Appendix G. A brief definition of the bicycle facilities from the Master Plan is
provided below:
Bicycle Path – A bicycle path is facility that is separated from the vehicular traffic for the
exclusive use of the cyclist (although sometimes combined with a pedestrian lane). The
designated path can be completely separated from vehicular traffic or cross the vehicular
traffic with right-of-way assigned through signals or stop signs.
Bicycle Lane – A bicycle lane is typically provided on street with a designated lane
stripped on the street for the exclusive use of the cyclist. The bicycle lanes are
occasionally curbside, outside the parking lane, or along a right turn lane at intersections.
Bicycle Route – A bicycle route is a designated route in a cycling system where the cyclist
shares the lane with the vehicle. Cyclist would follow the route and share the right-of-way
with the vehicle.
Sepulveda Boulevard, Manchester Avenue, La Tijera Boulevard and Westchester
Parkway are identified as part of the backbone bikeway network. These streets are
designated to have bike lanes in place. Currently, bike lanes are in place along
Manchester Avenue between La Tijera Boulevard and Lincoln Boulevard and in some
areas between La Tijera Boulevard and Aviation Boulevard. Bike lanes are in place along
Westchester Parkway between Pershing Drive and Sepulveda Boulevard. Bike lanes are
8740 La Tijera Bl Page 37 March 2015 Traffic Impact Study Traffic Conditions Analysis
Overland Traffic Consultants, Inc.
in place along Sepulveda Boulevard north of Manchester Avenue. The construction of
the new Project will not impede expanding this bikeway network.
Municipal code 12.21 A.16 (a) (2) requires new Projects to provide bicycle parking spaces
per buildings number of residential units. An Apartment Project is required to provide one
short term bicycle space per 10 units and one long term bicycle space per unit. Short
term bicycle parking shall consist of bicycle racks that support the bicycle frame at two
points. Long term bicycle parking shall be secured from the general public and enclosed
on all sides and protect bicycles from inclement weather. As required and demonstrated
below in Table 11, the Project will provide, at a minimum, 14 short term and 137 long
term bicycle spaces.
Table 11
Los Angeles Municipal Code 12.21.A16 (a) (2) Required Bicycle Parking
Number of Number ofShort Term Long Term
Land Use Requirement Spaces Spaces
Apartment 137 units 1 per unit long term & 1 per 10 units short term 14 137
TOTAL 14 137
Size
8740 La Tijera Bl Page 38 March 2015 Traffic Impact Study Traffic Conditions Analysis
Overland Traffic Consultants, Inc.
Transit Analysis
The proposed Project is forecast to generate approximately 508 weekday daily trips with
64 fewer trips during the AM Peak Hour and 56 more trips during the PM Peak Hour. As
per Congestion Management Program (CMP) 2008 guidelines person trips can be
estimated by multiplying the total trips generated by 1.4. The trips assigned to transit
may be calculated by multiplying the person trips generated by 3.5%. The CMP Transit
trip generation calculation is displayed below in Table 12.
Table 12
Transit Trips
DAILYAM PEAK
HOURPM PEAK
HOUR
PROJECT TRIPS (from Table 2 )
PERSON TRIPS(trips x 1.4)
TRANSIT TRIPS (person trips x 3.5%) 25 -3 3
508 -64 56
711 -90 78
Observations indicate that transit ridership in the immediate Project area is operating
within capacity. The Project’s level of transit increase is not expected to adversely affect
the current ridership of the transit services in the area.
Construction Analysis
The project developer will attempt to park and stage for construction on-site as much as
possible. During portions of construction where off-site street surfaces are needed, the
developer will submit for review and approval a traffic control plan detailing days, time of
day, and safety features. Any off-site construction needs will attempted to be minimized
and conducted outside of peak traffic time periods.
8740 La Tijera Bl Page 39 March 2015 Traffic Impact Study Traffic Conditions Analysis
Overland Traffic Consultants, Inc.
Impacts on Regional Transportation System
The Congestion Management Program (CMP) was adopted to monitor regional traffic
growth and related transportation improvements. The CMP designated a transportation
network including all state highways and some arterials within the County to be monitored
by of local jurisdictions. If LOS standards deteriorate on the CMP network, then local
jurisdictions must prepare a deficiency plan to be in conformance with the program. Local
jurisdictions found to be in nonconformance with the CMP risk the loss of state gas tax
funding.
For purposes of the CMP LOS analysis, an increase in the freeway volume by 150 vehicles
per hour during the am or pm peak hours in any direction requires further analysis. A
substantial change in freeway segments is defined as an increase or decrease of 2% in the
demand to capacity ratio when at LOS F. For purposes of CMP intersections, an increase
of 50 vehicles or more during the am or pm peak requires further analysis.
The intersection of Sepulveda Boulevard and Manchester Avenue is the nearest CMP
intersection. This CMP intersection is one of the study intersections evaluated in the
previous sections of this study. Based on the trip distribution for the project study, it is
anticipated that fewer Project trips will go through the intersection during the morning peak
period and there is a 0.2% impact during the PM Peak Hour. This is below the CMP
significance thresholds during the peak hours.
The Project volumes on the area freeways are anticipated to be dispersed throughout the
system. The Project is closest to the San Diego Freeway. Based on the project
distribution, it is anticipated that, conservatively, no more than 20% of the Project volumes
will be using any one segment of the freeway. The maximum number of freeway trips on
any one freeway would then be 19 vehicles during the peak hours. This amount of traffic
below the threshold needed for further evaluation.
No CMP intersection or freeway impacts are anticipated.
8740 La Tijera Bl Page 40 March 2015 Traffic Impact Study Mitigation Measures
Overland Traffic Consultants, Inc.
CHAPTER 6 MITIGATION MEASURES
The traffic study has determined that the proposed 137 unit Apartment Project to
replace an existing Charter Middle School will not significantly impact the traffic flow at
any of the study intersections.
La Tijera Boulevard provides the northern boundary of the Project site. La Tijera
Boulevard is designated as a Class II Major Highway in the Transportation Element of
the General Plan. A Class II Major Highway requires a 52-foot half right-of-way with a
40-foot half roadway and 12-foot sidewalk. The current right-of-way along the Project
frontage of La Tijera Boulevard is 50 feet in width. The Project will be required to
dedicate 2 feet along the La Tijera Boulevard Project frontage and widen the sidewalk
by 2 feet.
Sepulveda Eastway provides the western boundary of the Project site. Sepulveda
Eastway is designated as a Collector Street in the Westchester-Playa del Rey
Community Plan. A Collector Street requires 32-foot half right-of way with a 24-foot half
roadway and 8-foot sidewalk. The current right-of-way along the Project frontage of
Sepulveda Eastway is 25 feet in width. The Project will be required to dedicate 7 feet
along the Sepulveda Eastway Project frontage.
Parking - No parking impacts are anticipated with the Project because, at a minimum,
code parking code requirements for vehicles and bicycles will be satisfied by the
Project.
No transit, Congestion Management Program, or bikeways significant impacts are
anticipated with the Project.
No bicycle, transit, Congestion Management Program or freeway significant impacts are
anticipated with the Project.
The Project’s added traffic volume daily and during the evening peak hour will not
significantly impact any of the study intersections. Therefore, no traffic mitigation is
required. Traffic conditions may be slightly better during the morning peak hour since
the Project is anticipated to create fewer morning peak hour trips than the current
Charter Middle School.
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as of May 21 2013-CPC2013-3357GPA/SP (LAX Specific Plan Amendment Study) PLT:06/25/13
WESTCHESTER-PLAYA DEL REY
SUMMARY OF LAND USE
CATEGORY LAND USE CORRESPONDING ZONESNET
ACRES%
AREA
TOTALNET
ACRES
TOTAL% AREA
RESIDENTIALSingle Family 1,754 30.3
Low RS, R1, RE9 1,754 30.3
Multiple Family 635 11.0Low Medium I R2, RD3, RD4, RZ3, RZ4 52 0.9
Low Medium II RD1.5, RD2, RW2, RZ2.5 60 1.0
Medium R3 435 7.5
High Medium R4 88 1.5
COMMERCIAL 457 7.9General CR, C1.5, C2, C4, P 55 0.9
Neighborhood C1, C1.5, C2, P 17 0.3
Community CR, C2, C4, P, PB 106 1.8
Regional Center CR, C1.5, C2, C4, P, PB 177 3.1
Regional Mixed Use C2(PV) 102 1.8
INDUSTRIAL 494 8.5Limited M1, MR1, P 69 1.2
Light M2, MR2, P 425 7.3
OPEN SPACE/PUBLIC FACILITIES 1,160 20.0Open Space OS, A1 745 12.9
Public Facilities PF 415 7.2
STREETS 1,293 22.3Private Streets - 0 0.0
Public Streets - 1,293 22.3
TOTAL 5,793 100.0
WESTCHESTER-PLAYA DEL REY
Coastal Transportation Corridor Specific Plan
➢
Not to ScaleN
Los Angeles County
Pacific Ave.
Washingto
n
Cul
ver B
lvd.
Jefferson Blvd.
Washingto
n
Pacific Ave.
Los Angeles County
La T
ijera
Blvd
.
Centinela Ave.
Manchester Ave.
Arbor Vitae St.
Century Blvd.
Wash
ington St.
Washingto
n Pl.
Lincoln Blvd.
Abbot Kinney Blvd.
Venice Blvd
.
Pacific Ave.
Slauson Ave
Centinela A
ve.
Blvd.
Sepulveda Blvd.
Walgrove A
ve.
Air
port
Blv
d.
Marina Frwy.
San Diego Frwy.
L.A. Co.
Los AngelesCounty
Los AngelesCounty
City of Santa Monica
City ofInglewood
City of Culver City
Pacific Ocean
Imperial Hwy.
Vista Del M
ar
Pershing Dr.
Avi
atio
n B
lvd.
City of El Segundo
❸
❶
❷
La B
rea
Ave
.
❸
❶
❷
NOTES:
Includes frontages on both sides of Centinela Ave. from SantaMonica City Boundary line south to Venice Blvd. and both sidesof Venice Blvd from Centinela Ave. east to the San Diego Frwy.
Includes only northerly frontage of Imperial Hwy. between PershingDr. and the westerly terminus of the Specific Plan area.
Westerly prolongation of Imperial Hwy. to Pacific Ocean.
Specific Plan Area
Airport Corridor Boundary
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as of:May 21 2013-CPC2013-3357GPA/SP (LAX Specific Plan Amendment Study) PLT:06/25/13
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154:
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035:
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—5:
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036:
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365:
376:
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096:
386:
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027:
087:
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346:
417:
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—7:
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387:
498:
028:
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218:
308:
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288:
398:
518:
579:
109:
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8
Saturday, Sunday & HolidaysEffective Jun 23 2013 102Eastbound (Approximate Times)
LAXLEIMERTPARK LOS ANGELES
SOUTHGATE
City
Bus
Ce
nter
Stoc
ker &
Cr
ensh
aw
Expo
/Wes
tern
Stat
ionB
Jeffe
rson
&
San
Pedr
o
Hoop
er &
Vern
on
Flor
ence
St
atio
n
Palm
&
Sevi
lle
5:15A 5:38A 5:47A 5:59A 6:05A 6:18A 6:26A6:14 6:37 6:47 7:00 7:06 7:19 7:286:44 7:07 7:17 — — — —7:14 7:37 7:47 8:00 8:06 8:19 8:287:44 8:07 8:17 — — — —8:13 8:37 8:47 9:00 9:06 9:19 9:298:42 9:07 9:17 — — — —9:11 9:37 9:47 10:00 10:06 10:21 10:33
10:09 10:37 10:47 11:00 11:07 11:22 11:3411:08 11:36 11:47 12:01P 12:08P 12:25P 12:37P12:08P 12:36P 12:47P 1:01 1:08 1:25 1:37
1:08 1:36 1:47 2:00 2:07 2:22 2:342:08 2:36 2:47 2:59 3:06 3:21 3:333:07 3:35 3:46 3:58 4:05 4:19 4:313:38 4:05 4:16 — — — —4:08 4:35 4:46 4:58 5:05 5:18 5:304:39 5:06 5:17 — — — —5:09 5:36 5:47 5:59 6:05 6:18 6:295:39 6:06 6:17 — — — —6:10 6:36 6:47 6:59 7:05 7:18 7:297:12 7:37 7:48 8:00 8:06 8:19 8:288:05 8:28 8:39 8:51 8:57 9:10 9:199:14 D 9:36 9:47 9:59 10:05 10:18 10:26
10:07 D10:28 — — — — —11:06 D11:25 — — — — —12:09A D12:28A — — — — —
Westbound (Approximate Times)
SOUTHGATE LOS ANGELES
LEIMERTPARK LAX
Palm
&
Sevi
lle
Flor
ence
Stat
ion
Hoop
er &
Ve
rnon
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&
San
Pedr
o
Expo
/Wes
tern
Stat
ionC
Stoc
ker &
Cr
ensh
aw
City
Bus
Ce
nter
5:16A 5:24A 5:34A 5:40A 5:50A 6:00A 6:28A6:01 6:11 6:22 6:28 6:40 6:51 7:19— — — — 7:10 7:22 7:50
7:00 7:10 7:22 7:28 7:40 7:52 8:22— — — — 8:10 8:22 8:52
8:00 8:10 8:22 8:28 8:40 8:52 9:22— — — — 9:10 9:22 9:52
9:13 9:24 9:37 9:43 9:55 10:07 10:3710:11 10:23 10:36 10:42 10:55 11:07 11:3711:11 11:23 11:36 11:42 11:55 12:07P 12:37P12:11P 12:23P 12:36P 12:42P 12:55P 1:07 1:37
1:11 1:23 1:36 1:42 1:55 2:07 2:371:56 2:08 2:21 2:27 2:40 2:52 3:22— — — — 3:10 3:22 3:52
2:56 3:08 3:21 3:27 3:40 3:52 4:22— — — — 4:10 4:22 4:52
3:56 4:08 4:21 4:27 4:40 4:52 5:22— — — — 5:10 5:22 5:52
4:56 5:08 5:21 5:27 5:40 5:52 6:22— — — — 6:09 6:21 6:51
5:55 6:07 6:20 6:26 6:39 6:51 7:21— — — — 7:08 7:20 7:50
6:56 7:07 7:20 7:26 7:38 7:50 8:157:46 7:57 8:10 8:15 8:27 8:37 8:598:46 8:57 9:10 9:15 9:26 9:36 9:589:46 9:57 10:10 10:15 10:26 10:36 10:58— — — — — 11:36 11:58
Saturday, Sunday and Holiday SchedulesSaturday, Sunday and Holiday Schedule in effect on New Year’sDay, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day.
Horarios de sábado, domingo y días feriadosHorarios de sábado, domingo, y días feriados en vigor para New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanks-giving Day y Christmas Day.
Special NotesB If no time shown at Jefferson & San Pedro, trip terminates
at Figueroa & 33rd, 10 minutes after time shown.
C If no time shown at Jefferson & San Pedro, trip originates at Figueroa & 33rd, 14 minutes before time shown.
D Trips departing / arriving LAX after 8:00pm will travelvia La Cienega Bl to / from Slauson Av.Passengers destined to Downtown Los Angeles shouldtransfer at Crenshaw & Stocker to northbound Line 40 departing approximately at 9:36pm, 10:36pm, 11:36pm and12:38pm.
Avisos especialesB Si no hay horario mostrado en Jefferson y San Pedro, viaje
termina en Figueroa y 33rd, 10 minutos despues de la horamostrada.
C Si no hay horario mostrado en Jefferson y San Pedro, viaje comienza en Figueroa y 33rd, 14 minutos antes de la hora mostrada.
D Los viajes que parten / llegan á LAX despues de las 8:00pm viajaran a lo largo de La Cienega Bl á / de Slauson Av. Pasajeros con destino al Centro de Los Angeles deberan transbordar en Crenshaw y Stocker a la Linea 40 rumboal norte partiendo aproximadamente a las 9:36pm, 10:36pm, 11:36pm y 12:38am.
MA
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LOS
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41st
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Normandie Av
Main St
Central Av
Compton Av
Santa Fe Av
38th
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sitio
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Long Beach Av W
Vern
on
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Flor
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l
Gag
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Slau
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Figueroa St
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Avalon Bl
Hooper Av
37th
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San Pedro St
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ATE
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La Brea Av
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——
—4:
46A
4:54
A5:
12A
5:20
A5:
30A
——
—5:
155:
245:
425:
506:
00—
—5:
25A
5:42
5:51
6:10
6:19
6:30
—5:
33A
5:44
6:01
6:11
6:30
6:39
6:50
—5:
455:
566:
136:
236:
436:
53—
—5:
546:
056:
226:
326:
527:
017:
12—
6:04
6:15
6:32
6:42
7:02
7:13
—6:
00A
6:12
6:23
6:42
6:52
7:13
7:24
7:35
—6:
226:
336:
527:
027:
247:
35—
—6:
316:
427:
017:
117:
337:
447:
556:
276:
396:
507:
107:
207:
417:
52—
—6:
476:
587:
197:
297:
518:
028:
13—
6:55
7:07
7:28
7:38
8:00
8:10
——
7:04
7:16
7:37
7:47
8:09
8:19
8:30
7:00
7:13
7:25
7:46
7:56
8:17
8:27
——
7:23
7:35
7:56
8:06
8:27
8:37
8:48
—7:
337:
458:
068:
168:
378:
478:
58—
7:45
7:57
8:18
8:28
8:49
8:59
9:10
7:44
7:57
8:10
8:31
8:41
9:02
9:13
——
8:13
8:26
8:48
8:58
9:19
9:29
9:40
8:15
8:28
8:41
9:03
9:13
9:34
9:45
——
8:46
8:59
9:21
9:31
9:52
10:0
310
:14
8:51
9:05
9:18
9:41
9:51
10:1
210
:24
——
9:25
9:38
10:0
110
:12
10:3
310
:44
10:5
59:
319:
449:
5710
:21
10:3
210
:54
11:0
6—
—10
:03
10:1
710
:41
10:5
211
:14
11:2
611
:38
10:1
010
:23
10:3
711
:01
11:1
211
:34
11:4
7—
—10
:42
10:5
611
:21
11:3
211
:54
12:0
7P12
:19P
10:4
911
:02
11:1
611
:40
11:5
212
:14P
12:2
7—
—11
:21
11:3
511
:59
12:1
2P12
:34
12:4
612
:58
11:2
711
:40
11:5
512
:20P
12:3
212
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1:06
——
12:0
1P12
:16P
12:4
112
:52
1:14
1:26
1:38
12:0
1P12
:16
12:3
112
:56
1:07
1:28
1:41
——
12:3
212
:46
1:11
1:22
1:43
1:56
——
12:4
412
:58
1:23
1:34
1:55
2:08
2:20
12:4
112
:56
1:10
1:35
1:46
2:07
2:20
——
F 1
:03
1:17
1:42
——
——
—F
1:0
51:
191:
44—
——
——
1:06
1:20
1:45
1:56
2:17
2:30
2:42
—1:
161:
301:
552:
062:
272:
40—
—1:
251:
402:
052:
162:
382:
513:
03—
F 1
:34
1:49
2:14
——
——
1:20
1:35
1:50
2:15
2:26
2:49
3:02
——
F 1
:36
1:51
2:16
——
——
—F
1:3
81:
532:
18—
——
——
1:46
2:01
2:26
2:37
3:00
3:12
3:24
—1:
552:
102:
352:
463:
093:
22—
—F
1:5
82:
132:
39—
——
——
F 1
:59
2:14
2:40
——
——
—F
2:0
02:
152:
41—
——
——
2:04
2:19
2:45
2:56
3:19
3:31
3:43
2:01
2:16
2:31
2:57
3:08
3:31
3:44
——
2:29
2:44
3:10
3:21
3:43
3:55
4:07
—2:
382:
533:
193:
303:
524:
05—
—2:
483:
033:
293:
404:
024:
144:
262:
412:
563:
113:
373:
484:
104:
22—
—3:
063:
213:
473:
584:
204:
33—
—3:
153:
303:
564:
074:
294:
414:
54—
E 3
:19
3:34
4:00
——
——
—E
3:2
13:
364:
02—
——
——
3:24
3:39
4:05
4:16
4:38
4:51
——
E 3
:30
3:45
4:11
——
——
—3:
333:
484:
144:
254:
474:
595:
123:
263:
423:
574:
234:
344:
565:
08—
—3:
514:
064:
324:
435:
055:
175:
30—
4:00
4:15
4:41
4:52
5:14
5:27
——
4:09
4:24
4:50
5:01
5:23
5:35
5:48
—4:
174:
324:
585:
095:
315:
43—
4:10
4:25
4:40
5:06
5:17
5:39
5:50
6:03
—4:
334:
485:
145:
255:
475:
58—
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414:
565:
225:
335:
556:
066:
18—
4:49
5:04
5:30
5:41
6:03
6:14
——
4:58
5:13
5:39
5:50
6:12
6:23
6:35
—5:
075:
225:
485:
596:
216:
32—
—5:
165:
315:
576:
086:
306:
406:
515:
085:
255:
406:
066:
176:
396:
49—
—5:
355:
506:
156:
266:
486:
587:
09—
5:45
6:00
6:25
6:36
6:58
7:08
——
5:59
6:13
6:37
6:48
7:09
7:19
7:30
5:59
6:14
6:28
6:52
7:03
7:23
7:33
——
6:34
6:47
7:10
7:20
7:40
7:50
8:00
—6:
527:
057:
277:
377:
568:
058:
156:
547:
067:
197:
417:
518:
098:
188:
28—
7:31
7:43
8:05
8:14
8:32
8:41
8:50
7:39
7:51
8:03
8:23
8:32
8:49
8:58
——
8:11
8:23
8:42
8:51
9:08
9:16
9:26
8:25
8:37
8:49
9:08
9:16
9:33
9:41
9:50
8:58
9:10
9:22
9:41
9:49
10:0
510
:13
10:2
29:
399:
5010
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10:2
010
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10:4
310
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11:0
010
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10:3
310
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11:0
111
:09
11:2
411
:32
11:4
0—
11:2
111
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11:4
811
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12:1
1A12
:19A
12:2
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Wes
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nd to
Pla
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ppro
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ate
Tim
es)
NO
RW
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DO
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26A
4:36
A4:
45A
5:01
A5:
10A
5:26
A5:
39A
5:51
A4:
525:
025:
115:
275:
365:
526:
03—
5:09
5:20
5:29
5:46
5:55
6:12
6:25
6:39
5:22
5:33
5:43
6:00
6:10
6:28
6:41
—5:
365:
475:
576:
156:
256:
456:
58—
——
—B
6:2
26:
326:
52A
7:0
7—
5:49
6:00
6:10
6:28
6:39
6:59
7:15
7:31
——
—B
6:3
46:
457:
057:
17—
6:00
6:12
6:22
6:40
6:51
7:11
A 7
:27
——
——
B 6
:44
6:55
7:15
A 7
:31
——
6:20
6:30
6:48
6:59
7:19
A 7
:35
——
——
B 6
:52
7:03
7:23
A 7
:39
—6:
156:
276:
376:
557:
077:
277:
438:
00—
——
B 6
:59
7:11
7:31
A 7
:47
——
6:35
6:45
7:03
7:15
7:36
A 7
:52
——
——
B 7
:07
7:19
7:40
A 7
:56
—6:
306:
436:
537:
127:
247:
457:
58—
—6:
486:
587:
187:
307:
528:
08—
——
—B
7:2
57:
388:
008:
15—
6:48
7:01
7:13
7:33
7:46
8:07
8:22
8:39
—7:
087:
207:
417:
548:
158:
29—
7:03
7:17
7:29
7:50
8:03
8:24
8:39
——
7:27
7:40
8:01
8:13
8:34
8:49
9:05
7:24
7:38
7:51
8:12
8:24
8:45
9:00
——
7:49
8:02
8:23
8:35
8:56
9:10
—7:
468:
018:
138:
348:
469:
089:
22—
—8:
128:
248:
458:
579:
199:
339:
488:
138:
278:
399:
009:
129:
349:
47—
8:32
8:46
8:58
9:18
9:30
9:53
10:0
710
:21
8:53
9:07
9:18
9:37
9:49
10:1
110
:24
——
9:26
9:38
9:57
10:0
910
:31
10:4
510
:59
9:32
9:46
9:58
10:1
710
:29
10:5
311
:05
——
10:0
610
:18
10:3
710
:49
11:1
311
:27
11:4
110
:11
10:2
510
:37
10:5
611
:09
11:3
211
:45
——
10:4
410
:56
11:1
611
:29
11:5
312
:07P
12:2
0P10
:50
11:0
411
:16
11:3
711
:49
12:1
3P12
:27
——
11:2
411
:36
11:5
612
:09P
12:3
212
:46
12:5
911
:28
11:4
311
:56
12:1
6P12
:29
12:5
31:
06—
—12
:02P
12:1
5P12
:36
12:5
01:
141:
281:
4112
:08P
12:2
312
:36
12:5
71:
101:
341:
47—
—12
:43
12:5
61:
171:
301:
542:
082:
2212
:43
12:5
81:
111:
321:
442:
082:
21—
—1:
101:
231:
441:
562:
192:
32—
——
—C
1:5
32:
05—
——
1:08
1:22
1:35
1:56
2:09
2:32
2:46
——
1:34
1:47
2:08
2:21
2:43
2:57
3:11
1:32
1:47
2:00
2:21
2:34
2:56
3:09
——
2:00
2:13
2:34
2:46
3:08
3:21
—1:
562:
112:
242:
462:
583:
193:
323:
46—
2:20
2:33
2:56
3:08
3:29
3:42
——
——
D 3
:02
3:14
——
——
2:28
2:42
3:05
3:17
3:38
3:51
—2:
202:
362:
503:
133:
253:
463:
59—
—2:
452:
593:
223:
343:
554:
08—
2:39
2:54
3:08
3:31
3:43
4:04
4:17
——
3:03
3:17
3:40
3:52
4:13
4:26
4:40
2:58
3:13
3:27
3:50
4:02
4:23
4:36
——
3:23
3:37
4:00
4:12
4:33
4:46
—3:
183:
333:
474:
104:
224:
434:
56—
—3:
433:
574:
204:
324:
535:
07—
3:39
3:54
4:08
4:31
4:43
5:04
5:18
——
4:06
4:20
4:42
4:54
5:15
5:28
5:43
4:01
4:17
4:31
4:53
5:05
5:26
5:38
——
4:28
4:42
5:04
5:16
5:36
5:49
—4:
234:
394:
535:
155:
275:
476:
00—
—4:
505:
045:
265:
385:
586:
10—
4:46
5:02
5:16
5:38
5:50
6:10
6:22
6:37
—5:
145:
285:
506:
026:
226:
35—
5:11
5:27
5:40
6:02
6:14
6:34
6:46
——
5:42
5:55
6:16
6:28
6:47
6:59
7:12
5:42
5:58
6:11
6:32
6:43
7:02
7:14
——
6:13
6:26
6:47
6:58
7:17
7:28
7:41
—6:
286:
417:
027:
137:
327:
44—
6:31
6:46
6:59
7:20
7:31
7:50
8:01
8:15
6:55
7:09
7:21
7:41
7:53
8:12
8:23
8:37
7:23
7:36
7:48
8:08
8:18
8:37
8:48
—7:
508:
038:
158:
348:
439:
029:
129:
248:
168:
298:
408:
589:
079:
249:
349:
468:
438:
559:
069:
249:
339:
499:
5910
:11
9:37
9:48
9:59
10:1
710
:26
10:4
210
:53
—10
:40
10:5
111
:00
11:1
711
:26
11:4
211
:52
—
Sund
ay a
nd H
olid
ay S
ched
ules
Sund
ay a
nd H
olid
ay S
ched
ule
in e
ffec
t on
New
Yea
r’s
Day
, Mem
oria
l Day
, Ind
epen
denc
e D
ay, L
abor
Day
, Tha
nksg
ivin
g D
ay a
nd C
hris
tmas
Day
.
Hor
ario
s de
dom
ingo
y d
ías
feri
ados
Hor
ario
s de
dom
ingo
y d
ías
feri
ados
en
vigo
r pa
ra N
ew Y
ear’s
Day
, Mem
oria
l Day
, Ind
epen
denc
e D
ay, L
abor
Day
, Tha
nksg
ivin
g D
ay y
Chr
istm
as D
ay.
Spec
ial N
otes
-C
onta
ct C
usto
mer
Info
rmat
ion
for
exac
t day
s of
ope
rati
on.
AO
pera
tes
scho
ol d
ays
only
. C
ontin
ues
via
Man
ches
ter
Av.
(Wes
tche
ster
Hig
h Sc
hool
) and
term
inat
es a
t 92n
d St
. and
Fal
mou
th A
v.
(St
. Ber
nard
Hig
h Sc
hool
) 11
min
utes
aft
er ti
me
show
n.
B
Ope
rate
s sc
hool
day
s on
ly. O
rigi
nate
s at
Fir
esto
ne B
l. &
Atl
antic
Av.
17-
20 m
inut
es b
efor
e tim
e sh
own.
C
Ope
rate
s Th
ursd
ay s
choo
l day
s on
ly.
Ori
gina
tes
at F
ires
tone
Bl.
& O
tis S
t. (S
outh
Gat
e M
iddl
e Sc
hool
) 13
min
utes
bef
ore
time
show
n.
D
Ope
rate
s sc
hool
day
s ex
cept
Thu
rsda
y. O
rigi
nate
s at
Fir
esto
ne B
l. &
Otis
St.
(Sou
th G
ate
Mid
dle
Scho
ol) 1
4 m
inut
es b
efor
e tim
e sh
own.
E
Ope
rate
s sc
hool
day
s on
ly. O
rigi
nate
s at
91s
t St.
and
Has
tings
Av.
(Wes
tche
ster
Hig
h Sc
hool
) eig
ht m
inut
es b
efor
e tim
e sh
own.
F
Ope
rate
s on
ear
ly d
ism
issa
l sch
ool d
ays
only
. Ori
gina
tes
at 9
1st S
t. an
d H
astin
gs A
v. (W
estc
hest
er H
.S.)
eigh
t min
utes
bef
ore
time
show
n.
Pho
ne M
etro
Info
rmat
ion
for
exac
t day
s of
ope
ratio
n.
G
Ori
gina
tes
at F
ires
tone
Bl.
& A
tlan
tic A
v. 1
6-18
min
utes
bef
ore
time
show
n.
H
Ter
min
ates
at F
ires
tone
Bl a
nd C
alifo
rnia
Av
10 m
inut
es a
fter
tim
e sh
own.
I
If n
o tim
e sh
own
for
Man
ches
ter
& S
epul
veda
, tri
p st
arts
at t
he In
glew
ood
Tran
sit C
ente
r 1
min
ute
befo
re ti
me
show
n fo
r M
anch
este
r &
Mar
ket.
J
If n
o tim
e sh
own
for
Man
ches
ter
& S
epul
veda
, tri
p te
rmin
ates
at t
he In
glew
ood
Tran
sit C
ente
r 1-
2 m
inut
es a
fter
tim
e sh
own
for
Man
ches
ter
& M
arke
t.
Avis
o Es
peci
al -
Fav
or d
e ha
blar
al C
entr
o de
Ser
vici
o al
Clie
nte
para
dia
s ex
acto
s de
ope
raci
on.
AO
pera
los
dias
de
escu
ela
sola
men
te. C
ontin
ua v
ia M
anch
este
r Av
e. (W
estc
hest
er H
igh
Scho
ol) y
term
ina
en 9
2nd
St. y
Fal
mou
th A
ve.
(St.
Ber
nard
Hig
h Sc
hool
) 11
min
utos
des
pues
de
la h
ora
mos
trad
a.
B O
pera
los
dias
de
escu
ela
sola
men
te. C
omie
nza
en F
ires
tone
Bl.
y A
tlan
tic A
v. 1
7-20
min
utos
ant
es d
e la
hor
a m
ostr
ada.
C O
pera
los
juve
s di
as d
e es
cuel
a so
lam
ente
.Com
ienz
a en
Fir
esto
ne B
l. y
Cal
iforn
ia A
ve. 1
3 m
inut
os a
ntes
de
la h
ora
mos
trad
a.
D O
pera
los
dias
de
escu
ela
exce
pto
los
juve
s. C
omie
nza
en F
ires
tone
Bl.
y O
tis S
t. (S
outh
Gat
e M
iddl
e Sc
hool
) 14
min
utos
ant
es d
e la
hor
a m
ostr
ada.
E O
pera
los
dias
de
escu
ela
sola
men
te. C
omie
nza
en 9
1St S
t. y
Has
tings
Ave
. (W
estc
hest
er H
igh
Scho
ol) o
cho
min
utos
ant
es d
e la
hor
a m
ostr
ada.
F O
pera
los
dias
tem
pran
o de
esc
uela
sol
amen
te. C
omie
nza
en 9
1st y
Has
tings
Av
(Wes
tche
ster
H.S
.) oc
ho m
inut
os a
ntes
de
la h
ora
mos
trad
a.
Fav
or d
e ha
blar
al C
entr
o de
Ser
vici
o al
Clie
ne M
etro
par
a di
as e
xact
os d
e op
erac
ion.
G C
omie
nza
en F
ires
tone
Bl.
y At
lant
ic A
ve 1
6-18
min
utos
ant
es d
e la
hor
a m
ostr
ada.
H T
erm
ina
en F
ires
tone
Bl y
Cal
iforn
ia A
v 10
min
utos
des
pues
de
la h
ora
mos
trad
a.
I S
i nin
gún
tiem
po m
ostr
ado
para
Man
ches
ter
& S
epul
veda
, el v
iaje
com
ienz
a en
Ingl
ewoo
d Tr
ansi
t Cen
ter
1 m
inut
o an
tes
del t
iem
po m
ostr
ado
para
Man
ches
ter
y M
arke
t.
J S
i nin
gún
tiem
po m
ostr
ado
para
Man
ches
ter
& S
epul
veda
, el v
iaje
term
ina
en In
glew
ood
Tran
sit C
ente
r 1-
2 m
inut
os d
espu
es d
el ti
empo
mos
trad
o pa
ra
Man
ches
ter
y M
arke
t.