D2SFT TRAFFIC STIJDY FOR THE

STOPZOX STOx4GE PHASE 3 EY3ANSIO!J PF1QECT

Subrrjtted to:

i3mard Foo'LfiiLl I, LLC

February 2004

Submitted by:

D S F T TFLFFIC STUGY

FOR THE STORSOX STORAGE ?HASE 3 EX?ANSION ??OJECT

Piepaisd for.

Barnard Foothill I. LLC

Preparec by:

RAJU ASSOCIATES. INC. 730 E. Colorado Boulevard, 903C

Pasadena California 91 101 (526) 796-6796

Ref: P,A i21.01

I . . . . . . . . . . . . . . . . . . . . . l l < T ? m u c ~ l o f u . . . n

. . 2

P X J E C T 3ESCRIPT13V 0

. . . . . . . . . . . . . . . . . . . . 3

STUDY SC3?E ?

. . . . 3

. . . . . . . . . . . . . . . . . . . ORSANIZ~.T101.1 3 F 3 E P 9 J T 5

EXISTING CONDI701'4S I ! -

. . . . .

STUDY b.3 E.4 . . . . . . . . . . . . . . - 1

3 IST ING STZEET SYS-ElvI . . - i

EXISSING T 3 i F F l C VOLJIVIES & LEVELS OF SEi?VICE . . . . . . . . . . . . . . . . . . . . . . . . . . 2

1 1 1 . FUTURE YEA2 2307 TZCFFIT P3OJECTIOIdS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '3 CLlIVIUL~.TI'JE EASE 2C); T?&=FIC PFICJECTIONS . . . . . . . . . < ? . * 'ROJECT T ? V r l C V3LUIdES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . !9 FUTJRE 1233;) C!JM JL4TIVE PLUS PROJECT Tr?.GFIC 'WJLLIIIIIES . . . . . 22

I \I . . . . . . . . . . . . . 7d FUTLlRE YEA3 2907 TFAFFlC C3N31TIONS 6 IId?SCT b.NALYS13. L

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SIGNIFICAKT TWFFIC IlvIPACT CF:ITEEIA. 24 . . . . . . . . . . . . . . . . . . . . . . . . . CYIIIICILATIVE (2007) SASE TRAFFIC CONDIII3NS 25

. . . . . . . . . . . . . . . . . . CUIdUL4TIVE (2337) PLUS PROJECT TR4C'IC CONDITIONS 25 PEOJECT IMPACTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V . ROhDh'AY SEGMENT & ACCESSICI3CULATION ANALYSIS 28 ROADWAY SEGMENT ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PARKING. ACCESS & C.IRCULATION ISSUES 31

VI . SUIdM4%Y OF CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36

APPENDICES

LIST OF TASLES

. . . . . . . . . . . 1 LEVEL OF S E Z L ~ Z E DEFII.II;lONS F3i? SIGK4LlZE3 II\'TERSECTIC)NS 11 . . . . . . . . . . . . . . . 2 E):IS;ING (2013) C3NDITIONS LEVEL OF SE3VICE SUIVI~VARY : 2

, - . . . . . . . . . . . . . 2 ELATED PiiOJECTS - Vi'EEK3kY T i l l? GENESAT13N R l i E S o

. . . . . . . . . . . . . 4 ESTlMATEC VEEKWY T3lP GENERATION OF 2ELkTED ?ilCJECTS. 17 . . . . . . . . . . . . . . . . . . . . . . . 5 PROPOSED PRCJfZT Ti l l? GENERAT13I.I ESTildATES 23

S F'JTURE YEA2 293; LEVEL OF SEZVICE CONDITIONS 25 7 AVERAGE D.4ILY -RAFFIC livl?kCT AN4LYSiS.. . . . . . . . . . . . . . . . . . . . 33

. . . . . . . . . . . . . . . . . . . . . . . . 5 ON-STREET PACIKIVf L!TILIZ/..TION ANE hIdALYS!S.. 35

11. EXISTING COND!TiONS

S W D Y AREA

EXISTING STZEET SYSTEM

- , ne ex~sting street syst2m analyzed within tnz stud!: area csnsists of a reg~onal highway system

inzlucing ' a a r a s ajjacen! to the 1-213 freeway, and a local s:raet sys!em in:lxi~ng

ssson3ary azeria!s coll?crcrs and l x a l stre~ts. A desc:iptim 3f the regma! and local access

an3 arc~la:~on cffered by t?? va-lous road\h,ays follows

- The 1 210 freeway prov13es the grirary r q o n a l access tc the study area I he major and 0 t h

art2r;al s!reE:s used to access the study area include Serra Madre B~uevard, Faotliiil 93uIeiiard.

Allen Aver;ue and W a l n ~ ~ t Stree:. Locai access and circulat~on are provided by Craig S:reet E

Cors3n Street, flh~te St:ee! and V~sta &venue 6 r e f d e s m ~ r ~ o n s of :he arterial iacil~tlss s e ~ i n g

tile stady area a8'e 1n;iudi.ci :i the iollsw~ng seclon

CUMULATIVE (2007) BkSE TiZAFFlC PRCJECT13h'S

Ths C~lmula!lve (20C7j 32;;. r ra fk pr3jsctions reTi?c:: gr3vJth I? :raffle from !w3 primary sources:

F~rstly. the Lackgroan0 or ambleni grsvdh tz reflezt the ef!ec!s of ovsrall arsa-wide regma1

growth both wi:hin anti ou!slde the s!u3y area: a x s?condly, from t:a?lc gene:atsd by spsciflc

c2nulative projcjcts loca!sc wtnln, or n the vtc~nity 31. the study arsa Each of these conpon2qts

is tiessri3ed belav;

Area-wide Ambient Traffic Growth

:;: area-wcie reganai growlh iai:ol of 1 5% p2r year was es11,mate3 k s s d 3n ?rq5:ti3ns 1r.2111

I!E mcst 12::i:n: C:!); 3f P a s a c a x I,.4obll:y Ele,iic:it moii t l Futxi- :ia%lc lnc;?ases 3:le to rel;lo,al

I I ! , l : ~ I : l e d I I I . 1 : 'LUll-~ :hi cr3j,?:: ::-i?l;>letlon ,.!?:e of

A. 1 'I. L'

cn 2 3

@ 0 LL s I-

m 3 0 I Y Q W a LLI m Q m iz- 0 0 N

CLIMULATI\IE (2007) SASE X A F F I C C31.1D:T13!dS

CUMULATIVE (2067) PLUS PROJECT TiAFFIC CON3lT13KS

Tne Cmwlatrve (2327: Plus P:3!3: ps31: hail: t:a'ii~ voIu!xs were analy-26 13 de!ermine :he -

volume i s ca;jaci:y ! V / C ) ratio 2nd LOS a: eac i cf the anal!?sd ir,ie:sestions I he resrrl!~ of

:h!s a~alysrs are also surnma;lrsd on Tabir 5. Tahk 6 indicates t h t wi:h the p:3pssed projezt,

i l l t i e an3:yzi.d interszctixs wll: c3n:ingz to s;,erats at acze9:abl.- LOS during bath !hs

morn in^ a i d evznrng pea!: hours. 03e:al!n3 VIC :a!13s 31 :x int~rse:!l3;?~ !n c;rnpa:!ssn ts the

Cumulative (2007) Base c~nditions are projected :o sl~ghtly inzrease i r m a :ansf of C.031 t3

C O W to tho52 prsjecied far the 3 2 ~ ~ : cond~:13m

Stree: S ~ ~ ~ r n e n : X D T lrnsat: Tnresh3ick1

437 Growth on Stree! Seamen! iieoulrec Traffic Mlti3ati3n

T , h e daily t - a f ~ c vslunes resu!tinJ Porn the a3dit13n of : r ip genz:a!zi by th? prspcs?d pro]%: to

;he existing daily traKic counrs is showr in T a ~ l e 7 The hDT impacts zf tne p:op3se5 p:3,kct are

aiso s h w n 13 Task 7.

LU' I - - 1

x E

~ I

I

@.M PEW: L(7m

674547915

A 1 26

1.x c E l ?

ICU. O E 5 E

LES 0 :n31

0010 a w t l i s c i LFZO : Z A

C O O 00 0

6ZO 0 . ZLE 0 @Go - . L L O 0 950 0 cco 3

. SZO Ci Z9L 0 000 0 --- s10 0 . 580 0 OCO 0

PC9 L 00; c 0 - - - - -- - - 005 L 000~L 0 CC9' L OCZ E 0 .- -- - - - -

009 1 009 1 0

. X O 'J 35C 0 OGO23 - - - . Z C O S 190 0 CCO 0 -- -

s LC '3 . P6Z 3 _ ?go .? -.

Z!O 0 . 560 0

CCC i:

Prujec:: K / S S1:ect: i / K Street: Scenario:

P e a l Period:

' 1 , : ~ L

-, < * . <.,)', , ,,. -. J'.! L . . ..- ., 4.L ~~ - .. - - . ~ . . . - .... . . ~~ ~ .. . . ~ - - C 0:; 2 ,, C.C,OL.

-

Peak Period: ?M PEAK HXJR

I E ' K Wee:: \h!alnu! Street j Sce6a:io: EUM!JLXT!VC :2357: DXSE E 3 N 3 X 3 N S !

i Peal: Period: A M ?CAE HC)LIF!

I - I nru L a x 16110 vpr: Left Lan? 150:: voh

k u b i ~ L! Penally 0 '% 7 5 3

14-5 Soil: ?nast N E-W Spin Pnase : h:

LosI T~me i"i of cvslei 1 G VIC i?ourlo Of: i3ecs ) -

LOS. A

Peak Period: P M PEAK HOLlR

S l : 0.018 - N-Si2). 0 030

W ( 1 ) 0 5 i 2 E-W(2). 0 5:5 '

ICU: 0.733

LOS- C

Peal: Period: ?M ? E M 33Lli(

ICU C 534

Ti? 2 0 0 463 5.203 2 146 '7 , 3.0s 0 3 2.030 ' LDS: A

Peak Period: PM PEAK HOUR

Southbound RT 1 .OO 95 ! ,500 0.053 7 H .?.!J3 525 L.800 2.132

C C 630 Lost i lme 3 100

ICU: 3.730

N-C 5plt "62% N E-VJ Splri Pnass N

Lcs: Tlmk !"L 31 cycle 13 VIC Fimn3 Off 13nx ) 3

Peak Pcriod: PM 3EAt: H5UX

A?PiiOkCrl MVMT L W E S VClLUldE CkPAClrY \lIC 13U ANALYSIS

S3uthbmn3 RT 0 03 0 0 5.033

TH 2 00 615 5 2OC 5.255 LT 0 00 0 0 "00

~~~~ - - - - - .. ..... . . . . . . - . . . . . . . . . . - ~estbocnd R i ~ ' 3 0 - 0 0 0 - 0 0 3

TH 1 00 i 64 1.6'30 0 103 ' LT G 30 0 C 3 000 - - . - . - - - - - .- - - -~ - - - . .- - .- - - - -. . - - - - -. - .. . . .-- - . -. - -

1<3rl:i53.fn3 R? 0 09 10 0 3.000 TH 1 0 0 10 1,500 3 318 ' LT 0 90 8 1.633 0 005 . .. . . . .. . .. .- . . . .. . . . . ... .-. - - -. . . . .. . - .

Eastbmn3 ZT C,03 30 0 @ 300 TH C 52 136 E3i 0513 LT : 48 1.215 2,359 Q.513 '

N-S(1: 0018 ' - 2 ) : C 030

EiW! l ) 9 513 E ~ V J ( 2 ) C $16 '

VIC 0 E j L Lost Time. C 103

LCC 5 7 %

LOS' C

' . l>?l3:es ?,lt,c.al r:,<,,,c.ne,,,

I Peal. Period: A N HOJR

Tnru Lane 1500 v h Mi Lane: 150G vph

33uSlt- L: Penalty 1 C "A ITS 6 ",;.

14-3 Spli: ? x s t I\' E-W Splrt ?rtasr : Id

i3s: T~me (% o: cycle! : 10 VIC Zound 3 H I ~ D Z S ) ,.

I Peak Period: PMPEkKH3Llii

ViZ' 0437 Los: i m e . C 138

hPP2OACH MVMT LANES \/OLUME CAPACITY VIC IZU ANALYSIS I

LT - - - - - - - - . - . - 1 0 0 43 1.600 0.027 - -coo -- -- - - - -- NarihSodn3 8T 25 0 0.000

TH 1 00 67 1,500 0.072 LT

~ - . - - - - - - -. - - 0 30 - !5- .. - _ 1_60<, _ -0.012 ' Eas:bwnd RT 0 b F -- - 3 1 0 oEID-

TH 2 03 1,161 3.230 0 573 ' LT 1 03 50 1 600 0.031

VIC. 0 508 Losl ilme: O T O O

ICU: 0.603

LOS: B

N-S Spis Pnase I\' 5-VV spln Phase 14

-:!!.I -lm! ;yo 0: :!::I>) : 2 . u ,. \": %w;,5 :):: (A?::$, , 2

I'i 1 :lC :79 1.503 . 2 1 S : C 2 1

' T - , C O O 0 0 3.330 ' 1 LZS.

Peak Period: PM PCCK H W R