traffic report 8740 la tijera march 2015 - … la tijera... · 8740 la tijera bl page 31 march 2015...

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.



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



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



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



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



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.



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


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.

APPENDIX A

COMMUNITY PLAN LAND USE INFORMATION

DR

DR

BL

UFF C

REEK

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

APPENDIX B

COASTAL TRANSPORTATION CORRIDOR SPECIFIC PLAN MAP

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

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Washingto

n Pl.

Lincoln Blvd.

Abbot Kinney Blvd.

Venice Blvd

.

Pacific Ave.

Slauson Ave

Centinela A

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Sepulveda Blvd.

Walgrove A

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port

Blv

d.

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L.A. Co.

Los AngelesCounty

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City of Culver City

Pacific Ocean

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n B

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City of El Segundo

❸

❶

❷

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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

APPENDIX C

CIRCULATION SYSTEM, STREET STANDARDS, STREET AERIALS

DR

DR

BL

UFF C

REEK

as of:May 21 2013-CPC2013-3357GPA/SP (LAX Specific Plan Amendment Study) PLT:06/25/13

Sepulveda Blvd. & Manchester Ave.

SCALE 1 : 686

050 50 100 150FEET

N

La Tijera Bd. & Manchester Ave.

SCALE 1 : 686

050 50 100 150FEET

N

Sepulveda Bd. & La Tijera Bd.

SCALE 1 : 686

050 50 100 150FEET

N

SEPULVEDA EASTWAY & LA TIJERA BOULEVARD

SCALE 1 : 548

050 50 100 150

FEET

N

Sepulveda Bd. & Westchester Pkwy.

SCALE 1 : 686

050 50 100 150FEET

N

Sepulveda Eastway & Westchester Parkway

SCALE 1 : 547

050 50 100 150

FEET

N

Airport Boulevard & Westchester Parkway

SCALE 1 : 1,093

0100 100 200 300

FEET

N

APPENDIX D

TRANSIT ROUTES

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Saturday, Sunday & HolidaysEffective Jun 23 2013 102Eastbound (Approximate Times)

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10:07 D10:28 — — — — —11:06 D11:25 — — — — —12:09A D12:28A — — — — —

Westbound (Approximate Times)

SOUTHGATE LOS ANGELES

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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.

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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

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9:37

9:48

9:59

10:1

710

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10:4

210

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—10

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10:5

111

:00

11:1

711

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11:4

211

:52

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Sund

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t. an

d H

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estc

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utes

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ne M

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& A

tlan

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n.

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Ter

min

ates

at F

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I

If n

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Man

ches

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& M

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peci

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or d

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al C

entr

o de

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vici

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dia

s ex

acto

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dias

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escu

ela

sola

men

te. C

ontin

ua v

ia M

anch

este

r Av

e. (W

estc

hest

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igh

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ol) y

term

ina

en 9

2nd

St. y

Fal

mou

th A

ve.

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Ber

nard

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min

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des

pues

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ora

mos

trad

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B O

pera

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dias

de

escu

ela

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men

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tlan

tic A

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hor

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as d

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ienz

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esto

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iforn

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3 m

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pera

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s. C

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hor

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t. y

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tings

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. (W

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hest

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igh

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cho

min

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ant

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hor

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tem

pran

o de

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(Wes

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or d

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ne M

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ve 1

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erm

ina

en F

ires

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iforn

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v 10

min

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des

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ora

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a.

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i nin

gún

tiem

po m

ostr

ado

para

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ches

ter

& S

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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

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para

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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

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term

ina

en In

glew

ood

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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.

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