SR-7-4
I-A
DEe ~ 1 1993
LUTM:SK:DKW:SHK'f:\plan\share\council\strpt\adr92002
Council Mtg. December 14, 1993 Santa Monlca, California
TO: Mayor and Clty Council
FROM: City Staff
SUBJECT: Appeal of Plannlng Commission Approval of Development
Review 92 - 002, 1919 Santa Monica Boulevard, to Allow
16,000 sq.ft. of General Office Space in an Existlng
46,832 sq. ft. Offlce Buildlng to be Converted to
Medical Offlce Use. Applicant: 9th and 34th Street
Partners. Appellants: Ken Genser and Kelly Olsen,
IrWln Zeke Warsaw.
INTRODUCTION
This report recommends that the City Councll uphold the decision
of the Planning Commission and approve Development Review 92-002
to amend Development Review 441 and allow 16,000 sq ft. of
general office space to be converted to medical offlce use in an
existlng office building located at 1919 Santa Monlca Boulevard.
An updated traffic analysls prepared utillzlng the 1993 Master
Environmental Assessment (MEA) concluded that no signiflcant
traffic impacts would result from the converSlon
In addi t lon,
staff recommends that Conditions 25 and 26 of DR 441, which
required restriping of Santa Monlca Boulevard east and west of
20th Street, be eliminated and the improvement fee refunded to
the appllcant Slnce the mltlgatlon is no longer requlred as the
original buildlng size was reduced.
On Aprll 7 I 1993 I the
Planning Commission voted 4-1 to approve the appllcant's change
of use request.
The determlnation has been appealed by Council
members Ken Genser and Kelly Olsen and by Irwin Zeke Warsaw. The
appeal statements are contalned in Attachment A.
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DEe ~ 1 1993
7-A
ThlS item was scheduled to be heard by Council on September 21,
1993. At that meetlng, the applicant requested the continuance
of this item. Appellant Warsaw was opposed to a contlnuance
because he would be unable to attend another meetlng. Council
approved a motlon to continue the ~tem to December 14, 1993 and
to allow Mr. Warsaw and other members of the publlC who would not
be able to attend another meetlng, to speak. Mr. Warsaw
consented to waive his rlght to rebuttal while acknowledglng that
new informatlon may come up at subsequent meetlngs.
BACKGROUND
The City Council approved Development Review 441 on Aprll 11,
1989. In its approval, the City Council reduced the square
footage of the project by 5,000 sq. ft., from the 51,832 sq. ft.
proposed, to a maXlmum of 46,832 sq. ft, and therefore the
requlrement to restrlpe Santa Monlca Boulevard at 20th Street was
no longer necessary to mitigate the traffic lmpacts The 1919
BUllding was completed and recelved lts Certlflcate of Occupancy
on Aprll 15, 1991.
During the past two years, the owners of the 1919 BUllding have
received requests from doctors wantlng to locate In the 1919
BUllding. Accordlng to the appllcant, Slnce the 1919 BUlldlng is
located close to St. John's Hospital, doctors could V1Slt
patients by walklng across the street rather than drlvlng thelr
cars to the hospital, thus reducing traffic generated by doctors.
However, patient trips to thlS location would lncrease.
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The appl1cant is proposing an amendment to Cond1tion 35 of
Development Rev1ew 441.
Cond1t1on 35 states that "no retail,
reta1l f1nancial institution or med1cal office occupanc1es shall
be permitted in the development due to the related traff1c
generat10n
rates
wh1ch
are
h1gher
than
general
office
occupancies II
The appl1cant 1S proposing to convert 16,000
sq. ft. of the exist1ng general office use to medical use.
Traffic and Circulation
The original traffic analys1s for the proJect found that, prior
to m1t1gation, a significant traffic impact would be expected at
the intersec~lon of Santa Mon1ca Boulevard and 20th Street dur1ng
the p . m . peak hour
The 1919 Building was not projected to
create
a slgn1f1cant
1mpact
on any of
the
other study
intersections in either morn1ng or even1ng peak hours.
Based on
revisions made to the project, an addendum to the original
traffic study was proposed that concluded a significant impact
would occur at Santa Mon1ca and 20th Street
The or1g1nal EIR
and addendum traffic analysis utilized the Cr1t1cal Movement
Analysis
(CMA)
methodology and relied on the City's old
def1n1t1on of a significant impact.
As a result of this
analysis,
the following mitigation was identified for the
significant 1mpact
Santa Monica Blvd. east of 20th Street shall be
re-striped at the developer's expense to accommodate a
total of SlX lanes, 1nclud1ng the addition of an
exclusive right-turn pocket on the westbound Santa
Mon1ca Boulevard approach to 20th Street 1f requested
by the City Parking and Traffic Eng1neer.
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The orlglnal ErR traffic study and the subsequent Addendum used
the applicant's proposal of 51,832 square feet which was later
reduced by the City Councll to 46,832 square feet.
Since a
trafflc study was not prepared to analyze the lmpact of the
reduced square footage, lt was not known untll the new traffic
analysis, prepared in 1992 for the subject appllcatlon, that the
reduction in square footage eliminated the significant impact at
the
Santa Monica Boulevard and 20th Street
intersection.
Therefore, staff 1S recommending that the trafflc 1mpact fee paid
by the appl1cant, which has been held 1n a reserve account, be
refunded.
Staff also recommends ellffilnation of Conditions #25
and #26 of DR 441, which read as follows'
25. Santa Mon1ca Boulevard east of 20th Street shall be
re-striped at the developer's expense to accommodate a
total of six lanes, lnclud1ng the addition of an exclUS1ve
r1ght-turn pocket on the westbound Santa Mon1ca Boulevard
approach to 20th Street if requested by the Clty park1ng
and Traffic Engineer.
26. The existing trafflc lanes on Santa Monica Boulevard
west of 20th Street shall be restr1ped and shlfted
southward to m1n1m1ze the potential offset resulting from
the restriping required on Santa Mon1ca Boulevard east of
20th Street lf requested by the City Parklng and Trafflc
Eng1neer.
A new Trafflc Study for 1919 Santa Monlca Building was prepared
by Kaku Associates per the request of the C1ty ln June 1992 to
evaluate the potentlal 1mpacts of convertlng 16,000 sq.ft. to
medical use.
The report analyzed trafflC conditions at the same
intersections as the orlglnal ErR.
This trafflc study used the
1992 Master Environmental Assessment (MEA) for 1nformatlon on
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baseline conditions and the Hlghway Capacity Manual (HCM) method
for the level of service analysis. ThlS study concluded that the
proposed change to medical use would aggravate traffic conditions
at a level that would create a slgnlficant impact at the 20th
Street and Santa Monica Boulevard intersectlon.
However, since that time, the 1993 MEA was approved and then used
as a baseline for a new traffic analysis (Attachment J). This
supplemental analysis re-examined the intersections at 20th
Street and Wilshire Boulevard and 20th Street and Santa Monica
Boulevard.
The concluslons of this updated supplemental traffic
analysis are as follows:
1. Using the City's definition of a significant impact, the
converSlon of general office space to medical office space
does not result in a slgnlflcant traffic impact at either one
of the two intersectlons.
2. Using the City's significant impact criteria, the
lntersectlon of Santa Monlca Boulevard and 20th Street would
no longer be significantly impacted under either the all
general offlce scenarlO or the proposed general
office/medical use scenarlO.
3. USlng the Clty'S revlsed traffic methodology and
significant impact crlteria, the intersectlon of Wllshire and
20th becomes slgnlflcantly impacted under both proJect
scenarios. However, the trafflC lmpact of the proposed
general office/medical offlce use scenarlO compared wlth the
existing approved all general offlce use scenario, has an
lncrease in volume capacity [v/c] ratio of .002, would not be
considered slgnlflcant under the current City significance
crlterla.
Parking
The parklng requirements for this project were based on Code
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park~ng requirements of 1 space for every 300 sq.ft. of floor
area for general office and retail uses for a total of 138
spaces A total of 158 spaces were provided with a variance
approved to allow 40% of them to be compact spaces. The current
application shows 158 spaces with 35% of them being compact.
Code parking for medical use is 1 space for every 250 sq. ft. of
floor area. Converting 16,000 sq.ft. to medlcal use would
require an addltlonal 10 parking spaces. The total required for
this revised proJect would be 148 spaces, which lS already
avallable.
PLANNING COMMISSION ACTION
In approving Development Rev~ew 92-002 the Plannlng Commlssion
noted that the proj ect is not conslstent with the Circulatlon
Element of the General Plan Slnce, based on the 1992 traffic
analysls then avallable, it would create a slgnificant
envlronmental lmpact WhlCh cannot be mltlgated. However, the
Plannlng CommlSSlon belleved the need and demand for medical
offlces In close proX1IDlty to local hospitals, wh~ch beneflts the
public health, safety and welfare and lmproves patient care, were
conslderations which overrlde the potential negatlve impact of
addltlonal traffic at the lntersection of Santa Monica Boulevard
and Twentleth Street.
ANALYSIS
Based on the updated Kaku Traffic Study of September 21, 1993,
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("
Intersection Configurations
WITH
YEAR 2002 PROJECT
EXISTING CUMULATIVE BASE M ITIGA TION
(2)
4~ o::'R... ffi
to
1 17th St & ( <.>
~ " SAME AS
0 SAME AS
Santa Monica BI ~ EXISTING
.-/ It to EXISTING
> c:
" '"
r.J>
17th $l
(2) CV
4~ <-' 4~ <'",
( ffi
2 20th St & ( ffi ~ ~ SAME AS
~ ~ i:
Wilshire BI. E I ii( !t! EXISTING
-...? li( l!1 -...? j
j )
) -;
"
20th 5t 20th St
(2) '-- @
0[
4!~ (..... ffi 41~ ( ffi
..
3 20th St & ( .., ~ ..
or- " SAME AS u
0 E
Santa Monica Bl ~ EXISTING 0
-...? lit .. -...? lit ::!
c ) !!
~ ~ c
y y ~
20th St 20th 5t
(2)
41~ c" CD
0(
4 20th St & ~ c SAME AS
-c:: SAME AS
'"
Color ado 8: lit 13 EXISTING EXISTING
-'" '0
> u
)
-..,.
20th 5t
Q) Q)
ffi 0( ffi
<- to
'" ( <.;
Cloverfleld Bl & c <.> ,r- "
5 ~ c 0 SAME AS
0 ~
Santa MOnica Bl ;IW( ~ ) 11(( ., EXISTING
!! ...; C
C <II
'" <Il
1J)
Cloverf teld BI Cloverfleld BI
Legend
(2) Total :SIgnal pha:se
r<J\lm ^s sacl ^ TE S
0008e
"
APPENDIX B
PEAK HOUR INTERSECTION TRAFFIC VOLUMES
00087
Santa Monica Boulevard and 17th Street
Santa Monica Boulevard and 20th Street
Santa Monica Boulevard and Cloverfield Boulevard
Wilshire Boulevard and 20th Street
Colorado Avenue and 20th Street
The November 1988 Addendum clarified certain discrepancies
between the original EIR and other EIRs which previously had been
prepared for nearby projects. These revised traffic counts found
that, prior to mitigation, a significant traffic impact would be
expected at the intersection of Santa Monica Boulevard and 20th
street during the p.m. peak hour.
The 1919 Building was not projected to create a significant im-
pact on any of the other study intersections in eithe~ morning or
evening peak hours, but this Addendum did reveal that a signifi-
cant impact would occur at 20th Street and Santa Monica Blvd.
under unmitigated conditions. The Addendum proposed feasible
traffic mitigation measures which were incorporated into the Con-
ditions of Approval. The following improvement was included as a
condition of approval:
Santa Monica Blvd. east of 20th street shall be
re-striped at the developer's expense to accommodate a
total of six lanes, including the addition of an
exclusive right-turn pocket on the westbound Santa
Monica Boulevard approach to 20th street if requested
by the City Parking and Traffic Engineer.
The applicant paid for this improvement, but the improvement has
not yet been implemented. The need for mitigation is based on
full capacity and since the building is only 50% occupied, the
city is monitoring the situation. The fee paid by the applicant
is being held in an account by the city.
The EIR traffic study and the subsequent Addendum used the appli-
cant I s original proposal of 51,832 square feet which was later
reduced by the city Council to 46,832 square feet. There was no
traffic study done which analyzed the impact of the reduced
square footage.
A Traffic study for 1919 Santa Monica Building was prepared for
the applicant per the request of the City by Kaku Associates in
June 1992 to evaluate the potential i~pacts of converting 16,000
sq. ft. to medical use. The applicant hoped to show with this
study that no significant impacts would result from the change of
use. The report analyzed traffic conditions at the same five
intersections as the EIR. This traffic study uses the 1992
Master Environmental Assessment for information on baseline con-
ditions and the Highway Capacity Manual (HCM) method for the
level of service analysis. The Traffic Study Report is in this
report as Attachment F.
The traffic study report concluded that the proposed change would
aggravate traffic conditions at a level that would be considered
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· 00143
satisfactor1ly meet the goals of the mitigation program, in
that Development Review 441, the or1g1nal proJect approval,
required payment of an in lieu fee for housing and parks
mitigation, thereby satisfying compl1ance with this
requirement.
5. The project is generally cons1stent w1th the Mun1c1pal Code
and General Plan in that adequate parking per Code
requ1rements is provided and that, based upon the September
1993 project traffic analysis which ut1l1zed data from the
1993 Master Environmental Assessment, no slgn1f1cant traff1c
lmpacts will result from the 16,000 square feet of med1cal
office space.
Amended Prolect Condit1ons of Approval
Conditions
Plans
1 This approval is for those plans dated July 7, 1990, a copy
of which shall be mainta1ned 1n the files of the City
Plann1ng Division. Project development shall be cons1stent
with such plans, except as otherwise specified in these
cond1tions of approval.
2 The Plans shall comply with all other prov1s1ons of Chapter
I, Art1cle IX of the Municipal Code, (20n1ng Ord1nance) and
all other pert1nent ordinances and General Plan pol1c1es of
the City of Santa Monica.
3. Final park1ng lot layout and specifications shall be subJect
to the review and approval of the Parking and Traff1c
Eng1neer.
4 Minor amendments to the plans shall be subJect to approval by
the D1rector of Plann1ng. A slgnlf1cant change 1n the
approved concept shall be subj ect to Plann1ng Comm1ssion
Review. Construct1on shall be in conformance w1th the plans
subm1tted or as modif1ed by the Planning commiss1on,
Architectural Review Board or Director of Plann1ng.
5. Plans for f1nal des1gn, landscaping, screening, trash
enclosures, and signage shall be subJect to review and
approval by the Architectural ReVlew Board.
6. The Arch1tectural ReV1ew Board, 1n lts reV1ew, shall pay
part1cular attentlon to the project's pedestrlan or1entation
and amenlt1es i scale and articulat10n of design elements;
exterlor colors, textures and materlals; window treatment,
- 10 -
glazingj and landscaping.
Fees
7. The C1ty 1S contemplating the adopt1on of a Transportatlon
Management Plan Wh1Ch 18 lntended to mltlgate trafflc and alr
qual1ty lmpacts resulting from both new and eXlstlng
development. The Plan wlll llkely lnclude an ordinance
establlshing mitigation requirements, including one-time
payment of fees on certaln types of new development, and
annual fees to be paid by certain types of employers in the
City ThlS ord1nance may requlre that the owner of the
proposed proJ ect pay such new development fees, and that
employers Wl thln the pro] ect pay such new annual employer
fees related to the City's Transportatlon Management Plan.
Constructlon
8 Unless otherw1se approved by the Department of General
Services, all sidewalks shall be kept clear and passable
durlng the gradlng and construction phase of the project.
9. Sidewalks, curbs, gutters, pavlng and drlveways whlch need
replaclng or removal as a result of the project as determined
by the Department of General Services shall be reconstructed
to the satlsfaction of the Department of General SerVlces.
Approval for this work shall be obta1ned from the Department
of General Services prior to issuance of the building
permits.
10. Vehicles haullng dirt or other construct10n debr1s from the
site shall cover any open loan with a tarpaulin or other
secure covering to m1nlm1ze dust emlSSlons.
11. Street trees shall be malntalned, relocated or provlded as
required 1n a manner conslstent with the City's Tree Code
(Ord. 1242 CCS) , per the speclf1cations of the Department of
Recreatlon and Parks and the Department of General Services.
No street tree shall be removed wlthout the approval of the
Department of Recreat10n and Parks.
12. A construction perlod mltlgatlon plan shall be prepared by
the applicant for approval by the Department of General
SerVlces prior to issuance of a building permit. As
appllcable, this plan shall 1) Speclfy the names, addresses,
telephone numbers and business llcense numbers of all
contractors and subcontractors as well as the developer and
architect; 2) Describe how demolition of any eXlsting
structures is to be accompllshed; 3} Indlcate where any
cranes are to be located for erectlonjconstructlon: 4}
Descr1be how much of the public street, alleyway, or sidewalk
1S proposed to be used 1n conJunction with constructlOnj 5}
Set forth the extent and nature of any p1le-dr1ving
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operatlons; 6) Describe the length and number of any tlebacks
which must extend under the property of other persons; 7)
Speclfy the nature an extent of any dewatering and its effect
on any adjacent buildings; 8) Describe anticipated
construction-related truck routes, number of truck trlps,
hours of haullng and parklng locatlon; 9) Specify the nature
and extent of any hellcopter haullng; 10) State whether any
constructlon actlvlty beyond normally permitted hours is
proposed; 11) Descrlbe any proposed constructlon noise
mitigation measures; 12) Describe construction-perlod
security measures including any fenclng, lighting, and
security personnel; 13) Provlde a dralnage plan; 14) Provide
a construction-period parklng plan whlch shall minlmlze use
of publlc streets for parking, 15) List a deslgnated on-slte
constructlon manager.
13. A copy of these condltlons shall be posted ln an easlly
vlsible and accesslble locatlon at all times durlng
construction at the project site. The pages shall be
lamlnated or otherwise protected to ensure durability of the
copy.
Environmental Mltlgatlon
14. Ultra-low flow plumbing fixtures are required on all new
development and remodeling where plumblng lS to be added.
(Maximum 1.6 gallon tOllets and 1 0 gallon urlnals and low
flow shower head.)
15. Prior to lssuance of a Certificate of Occupancy I proj ect
owner shall present documentatlon to the General Servlces
Department certifying that eXlstlng Santa Monica occupancies
with tOllets installed prior to 1978 have been retrofitted
with ultra low-flow toilets (1 6 gallons per flush or less)
such that development of the new proJect wlll not result in a
net lncrease in wastewater flows. Flow from existlng
occupancies which will be removed as part of the new
development may be deducted from flow attrlbutable to the new
development lf such occupancies have been occupled wlthln one
year prlor to issuance of a BUlldlng Permit for the proposed
project. Flow calculations for new development and eXlsting
occupancies shall be consistent with gUldellnes developed by
the General Servlces Department.
16. To mitigate solld waste impacts, prior to lssuance of a
Certiflcate of Occupancy, proJect owner shall submit a
recycling plan to the Department of General Services for its
approval. The recycllng plan shall lnclude 1) list of
materlals such as Whl te paper, computer paper I metal cans I
and glass to be recycled; 2) locatlon of recycling bins; 3)
designated recycllng coordinator i 4) nature and extent of
internal and external pick-up serVlce; 5) pick-up schedule,
6) plan to lnform tenants/occupants of serVlce.
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Miscellaneous Condit1ons
17. The bU1ldlng address shall be painted on the roof of the
building and shall measure four feet by elght feet (32 square
feet) .
18. The operation shall at all times be conducted 1n a manner not
detr1mental to surrounding properties or res1dents by reason
of lights, noise, activities, parking or other act1ons.
19. The exterior parking area shall be used for employee and
customer parking only and not for repair or finishing work or
long-term (over one week) storage of vehicles.
Validlty of Permits
20. In the event permittee violates or fails to comply with any
cond1tions of approval of this permit, no further permits,
11censes, approvals or certif1cates of occupancy shall be
1ssued until such violation has been fully remedied.
21. Wlth1n ten days of Planning Division transmittal of the
Statement of Offlclal Actlon, proJect appllcant shall slgn
and return a copy of the Statement of Official Action
prepared by the Planning Divlslon, agreeing to the Conditions
of approval and acknowledging that failure to comply with
such conditions shall const1tute grounds for potential
revocation of the perm1t approval. The slgned Statement
shall be returned to the Planning D1V1S1on. Failure to
comply w1th this condit1on shall constitute grounds for
potential permlt revocation.
22. Th1S determination shall not become effective for a period of
fourteen days from the date of determination or, if appealed,
until a final determination is made on the appeal
Spec1al Conditions
23. On-site parklng shall be made avallable w1thout cost to
building customers and employees untll such t1me as a
preferent1al park1ng d1str1ct 1S established in the vic1nity
of the slte.
24. The proJect shall comply w1th the South Coast Air Qual1ty
Management Distrlct (SCAQMD) Regulatlon XV, as contained in
Append1x D of the EIR, ErA 870, (Mandatory rldesharlng for
employers employing more than 100 persons) .
25. All internal bUlldlng systems and appliances shall be energy
efficient models to the sat1sfact1on of the Building and
Safety Division.
26. When and where reasonable feaslble, construction activities
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shall
homes r
rooms.
be screened from residential land uses r convalescent
medical treatment facllltles and hospital recovery
27. Construction related vehicles shall avoid uSlng residentlal
streets.
28. All construction equipment shall conform to the nOlse
standards establlshed by the State Occupational Safety and
Health Agency (OSHA).
29 Mulch shall be used in landscaped areas to improve water
retentlon capaclty of sOlI, reduce evaporation and mlnlmlze
sOlI compactlon and an efflcient lrrlgation system shall be
installed In all landscaped areas WhlCh mlnlmlzes runoff and
maximizes retentlon of water In plant roots.
30 If any archaeological remains are uncovered during excavatlon
or constructlon, work in the affected area shall be suspended
and a recognlzed speclallst from an established institution
(e.g. : UCLA Department of Archaeology) will be contacted to
conduct a survey of the affected area. A prellmlnary
determinatlon shall then be made by the City and the
speclallst as to the slgnificance of the survey findings.
All actions taken under thlS measure shall be ln accord with
Appendlx X of the State CEQA GUldelines.
31 The final working drawlngs shall lnclude a seetlon showing
the building not to exceed a helght of 56 feet above average
grade as measured from the average level of the hlghest and
lowest pOlnts of that portlon of the lot covered by the
bUlldlng.
32 Plans shall be submltted to the Architectural Review Board
showlng details of the roof equlpment screenlng r lncludlng
colors, materials and height of screen The appllcant shall
endeavor to reduce the height above parapet of the mechanlcal
equipment and related screenlng.
33. That no retail or retail financial lnstltutlon occupancies
shall be permltted ln the development due to the related
traffic generatlon rates whlch are higher than general offlce
occupancies.
34. That the project shall be redeslgned to provlde on-site
circulation between the surface level parklng area and the
subterranean parklng garage. The revlsed parklng and
circulation layout shall requlre approval of the City Parklng
and Traffic Englneer. Any related modificatlon of the
bUlldlng footprint or plans shall require approval of the
Plannlng Dlvlsion.
35. That the surface parking level shall be reserved for use by
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visitors to the proJect and occupants of the project shall be
d~rected to park w~ thln the subterranean garage. Building
occupants shall use the surface parking level only in the
event of overflow park~ng demand w~thln the subterranean
garage.
36. The duties of at least one employee in the proposed building
shall include promotion and coordination of carpooling by
occupants of the building.
37. The project shall be reduced in size by 5,000 square feet of
rentable floor area, reducing the overall project to a
maximum of 46,832 square feet. The revised plans shall
require approval by the Planning Division.
38. Northbound trafflc on Twentleth Street shall not be permitted
to make left turns lnto the proJect Vla the project driveway
located on Twentieth Street. Prlor to lssuance of a
certlflcate of occupancy for the project, the appl1cant shall
pay to the Clty of Santa Monica a sum to be determlned by the
Parklng and Traffic Engineer not to exceed $10,000 for use by
the Park1ng and Trafflc D1V1Slon for mitigation of the
traffic impacts at the lntersectlon of Twentleth Street and
Santa Monlca Boulevard, including, but not limited to, the
installa~~on of a medlan lsland or stanyards to preclude left
turns into the proJect by drlvers travelllng northbound on
Twentleth Street Any portion of such sum not so utllized
wlthin two years after lssuance of the certificate of
occupancy for the project shall be refunded to the appllcant.
39. The existing bus stop located 1n front of the proJect on
Santa Monica Boulevard shall be relocated towards the alley
to the satlsfactlon of the Clty Parklng and Traffic Engineer
and Transportat~on Department
40. The rlghts granted herein shall be effect~ve only when
exercised wlthln a period of one year from the effective date
of approval. No tlme extenslon shall be granted.
Prolect Mltiqation Fee Condltlon
41. In accordance wlth Sections 9046.1 9046.4 of the Santa
Monlca Municipal Code, prlor to lssuance of a building permit
the developer shall execute an lrrevocable letter of credlt
or other form of security acceptable to the City for the
payment of an In-Ileu fee for housing and parks equal to
$2. 25/sq. ft. for the first 15,000 sq. ft. of net rentable
offlce floor area and $5. DO/sq. ft. for the rema1n1ng net
rentable office floor area. ThlS fee shall be adjusted for
inflat10n by the percentage change 1n the Consumer Pr1ce
Index (IICPIII) between October 1984 through the month in WhlCh
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the payment ~s made. Upon mutual agreement of the developer
and the City, the developer may satlsfy the Project
Mitigation measures by provlding low and moderate income
housing or developlng new park space on or off the project
slte. To fulfill this obl~gatlon an agreement shall be
secured in writlng by the developer and approved by the City
Attorney and City staff prior to issuance of a building
perm~t. This fee prlor to adjustment w~ll be $164,800, based
on a net rentable offlce floor area of 41,210 square feet.
Prepared by: Suzanne Prick, Acting Director, LUTM
D. Kenyon Webster, Plannlng Manager
Susan Healy Keene, Assistant Planner
Planning D1V1Slon
Land Use and Transportatlon Management Department
Attachments.
A. Appeal Statements
B. Notlce of Public Hearlng
C. Radius and Location Map
D. Photographs of Site and Surrounding Properties
E. Clty Councll Statement of Official Actlon for Development
ReVlew 441, April 11, 1989
F. Traffic Study for the 1919 Santa Monlca Blvd. Buildlng,
prepared by Kaku Associates, June 1992
G. Memo from Tom Gaul, Kaku Assoclates to Ron Fuchlwaki,
Parking and Traff~c Engineer, dated June 2, 1993
H. Planning CommlSSlon Staff Report, April 7, 1993
I. Plannlng Commlsslon Statement of Official Actlon, April 1993
J. Memo from Kaku re Updated Traffic Impact Analysis with 1993
MEA Base, dated September 21, 1993
K. Plot Plan, Floor Plans and Elevations
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- 16 -
ATTACHMENT A
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Cl!}' of
Santa Monica
CommUfllty and Economic Development Department
Planning and ZOning Dlvtslon
(213) 45a-8341
APPEAL FORM
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.93 APF 21 A 7 51
FEE: $100.00
Date Flied S /i.N l !--.
Recewed by
Receipt No. t- "I ~ - 9C '1
Name KEN GENSER and KELLY OLSEN
~~~ Room 200, Councl1 Office? 1685 Maln Street, Santa Monica. CA 90401
Contact Person KELLY OLSEN or KEN GENSER Phole (310) 458-8201
Please descnbe !he pl'OJeCt and ~93n m be appeillecl
Modiflcation of development reVlew permit to allow medical office use.
Case Number DR 92-002
Address lqlQ c,,,nti'l MnnH:a Blvd,
Applicant gth i'I nrl 14th S t. Partners
Ongmal heanng date Apr11 7, 1993
Onglnal actIOn An["lrnvrll
Please state the spectfic reason(s) tor \t'e~!i The ana lY5 1 s of the p 1 annl ng staff and
recommenda~lon for denlal of the appllcation should be upheld.
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I~7JN ZElili WARSAW
P.O. Box 3512
Santa Monlca, CA. 90408
Tele. (310) 393-2977
Apn.1 16, 1993
Santa Mom.ca C~ty Plaruung Camuss~on
Hon. Ralph Mechur, Chauman
1685 Main Street
Santa Momca, CA.
BE: Developnent Rev~ew #92-002
1919 Santa Monica Blvd., S.M.
Dear Cullll.l.SS~Oner Mechur:
Enclosed is check m.11\ber 4699 dated today l.Il the sum of $100.00
for my appl~cat.lon for an 3.ppeal to the C~ty Council of the above-
11Sted property.
I believe the staff report denY1ng the appl.lcatlon should have
been affl..l:Tlled; and when I have !tOre t:une, I w~11 deta~1 my CMn ob-
)ect.lons.
Respectfully yours,
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I~.rrN ZEKE WARSNv
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SANTA
MONICA
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Planning and Zoning DIvIsion
(310) 458-8341
1685 Main Street, PO Box 2200
Santa Momca. CA 90407-2200
April 20, ~993
Mr. Irwin Zeke Warsaw
P.o. Box 3512
Santa Monica, CA 90408
RE: Appeal of Development Review 92-002
1919 Santa Monica Blvd.
Dear Mr. Warsaw:
I have received your letter and check for appeal of the Planning
Commisssion approval of DR 92-002. Enclosed is the appeal
application form which we need to have filled out and signed by
you.
This item will go to the city Council on July 13, 1993.
Please return this form to my attention as soon as possible.
Thank you.
Sincerely,
f?u~~/!~~
Assistant Planner
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ATTACHMENT B
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NOTICE OF DEVELOPMENT PROPOSAL
To:
Concerned Persons
From:
The Cit}' of Santa Monica
Subject of Hearing: Appeal of Development Review 92-002
1919 Santa Monica Blvd., C4
AppHcant: 9th & 34th Street Partners
Appellant: Irwin Zeke Warsaw
Appellants: Ken Genser & Kelly Olsen
A PublIc Hearmg WIll be held by the CIty Counell on the followmg requ:.st
Appeal of Pbmmng ComnusslOn Approval of Development Revlew 92-002, 1919 Santa
MOllica Boulevard, to allow 16,000 sq.ft of General Office Space in an EX1Stmg 46,832
sq ft Office BUlldmg to be Converted to Medical Office Use (planner S. Keene)
TIME
TUESDAY, December 14
, 1993 AT 6:30 P M
LOCATION
COUNCIL CHAMBER, ROOM 213. CITY HALL
1685 MAIN STREET, SANTA MONICA
HOW TO COMMENT
The CIty of Santa Moruca encourages public comment on thIs and. other projects Y Oll or
your representatlve, or any other persons may comment at the City Council's publ1c hearmg,
or by wntmg a letter
Letters should be addressed to
CIty CouncIl. CIty Clerk's Office
1685 Mam Street, Room 102
Santa Momea. Califorma 90401
MORE INFORMA nON
If desIred. further Informauon on any applIcatIon may be obtamed from the City Plannmg
DIVIsion at the address above or by callmg (310) 458-8341
The meetmg faCIht}' IS handIcapped accessIble If you have any special needs such as SIgn
language lnterpretmg. please contact the Office of the Disabled at (310)458-8701
Pursuant to Cahforrua Government Code SectIon 65009(b), If thIS maner IS subsequently
challenged In Coun. the challenge may be lunned to only those Issues raIsed at the Pubhc
HearIng deSCrIbed In thiS noUce. or In wrItten correspondence dehvered to the Cm: of Santa
Moruca at. or prIor to. the PublIc Heanng ~
Esto es un aVISO sobre una audenCla publIca para reVisar apphcaCIOnes propomendo
desarrollo en Santa Moruca EstD puedo ser de mteres a usted SI deseas mas mformaclOn,
favor de Hamar a Elsa Gonzalez en la DIVISIOn de PlantificaclOn al numero (310) 458-8341
OOD22
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1919 Santa M:>n.1.ca Blvd.
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ATTACHMENT E
H 0003:
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STATEMENT OF OFFICIAL ACTION
PROJECT
NU~BER: DR 441, VAR 88-016, EIA 870
LOCATION: 1919 Santa Monica Boulevard
APPLICANT: 1919 Associates
REQUEST:
To construct a four-story,
office/retail structure with
two levels of subterranean
zone.
51,832 square-foot
surface parking and
parking in the C4
CITY COUNCIL ACTION
4/11/89
Date.
x
certification of the EIR and approval of project
based on the fOllowing findings and subj ect to
the conditions below.
Denied.
Other.
DEVELOPMENT REVIEW FINDINGS
1. The development is consistent with the findings and purpose
of Ordinance 1321 as set forth below.
2. The physical location and placement of the proposed structure
on the site is compatible with and relates harmoniously to
surrounding si tes and neighborhoods in that the structure
will exceed required setbacks on all sides and is of a com-
patible height and scale with surrounding development. The
site is currently vacant and graded; therefore, no landscap-
ing currently exists on site. The development includes a 15'
strip of landscaping along Twentieth Street and potential
landscaping on terraces facing Santa Monica Boulevard.
3. The existing and/or proposed rights-of-way and facilities for
both pedestrian and automobile traffic will be adequate to
accommodate the anticipated results of the proposed develop-
ment including off-street parking facilities and access
thereto in that the location of access to surface and subter-
ranean parking on Twentieth Street and the alley will provide
adequate circulation, pedestrian walkways will be maintained
and adequate parking will be provided to meet the anticipated
parking demand.
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The Ordinance specl.fies that deed restrictlons be utill.zed to
restrlct prapertles sUbJect to thls ordlnance.
On June 9, 1992, the City Councll adopted a resolutlon establlshlng
a base price for In-lleu fees to be pald under thls Program.
DISCUSSION
The Inclusionary Housing program Guidelines provide administrative
procedures far implementation of Ordinance 1615, as amended. The
GUldelines are based on (I) the framework establlshed by Ordinance
1615 and subsequent amending ordlnances; (2) comments on a draft of
these GUldelines received at a Housing Commission meetlng of
November 18, 1993; and (3) the followlng POllCY objectives:
· To ensure that eligible tenants can afford to rent or buy
incluslonary unlts.
· To provide predlctable rents and sales prices to
developers at commencement af constructlon.
· To provlde conslstency between program requirements and
typical flnancing requirements.
These Ob]ectlves gUlded staff in consldering several questlons,
which are dlscussed 1n Attachment A.
SUMMARY OF PROGRAM GUIDELINES
ThlS sectlon descrlbes the maJor features of the proposed Program
GUldellnes WhlCh are attached to thlS report as Attachment B.
3
~ONDI:':ONS
Plans
This approval is for those plans dated January 3, 1989, a
copy ot which shall be maintained in the tiles of the C:~y
Planninq Division. Project development shall be consis-
tent w~th such plans, except as otherwise specified in
these conditions ot approval.
2. The Plans shall comply with all other provisions of Chap-
ter 1, Article IX ot the Municipal Code I (Zoning Or-
dinance) and all other pertinent ordinances and General
Plan polici.. at the City ot Santa Honiea. -
3. Final park1nq lot layou~ and .p.cltlca~ion. shall be sub-
ject to the review and approval ot the Parkinq and Traffic
Enq!n..r.
4. Minor amendment. to the plana shall be subject to approval
by the Director of Planninq. A significant chanqe in the
approved concept shall ba aubject to Planning Commission
Review. construction ahall be in contormance with the
plans submitted or as moditied by the Planning Commi..ion,
Architectural Review Board or Oirector ot Planning.
5. Plana tor tinal d..1qn, landacaping, screening, trash en-
closure., and .iqnage shall b. subject to review and ap-
pre ~l by the Architectural Review Board.
6. The Architectural Review 8oar~, in ita review, shall pay
particular attention to the project'. ped..trian orienta-
tion and ..eniti.s: .cale and articulation ot de.1qn ele-
ments1 exterior colors, textur.. and material. 1 window
treatm.nt: qlazing1 and landscapinq.
Fees
7. Th. Clty is contemplatlnq the adoption of a Transportation
Manaq...nt Plan which i. intended to mitiqate traffic and
air quality t.pacts resulting trom both new and existinq
cl.v.lopa.n~. The Plan will likely include an ordinance
e.tGliahinq aitiqation requirement., inCluding ona-time
payaent ot tee. on certain typ.. ot new development, and
annual f... to b. paid by certain typ.s ot ..ployers in
the City. This ordinance lIay require that the owner of
the propo.ad proj ect pay such new develop.ent te.., a.nd
that employers within the project pay 8uch new annual em-
ployer t.e. related to the City.. Transportation Manage-
ment Plan.
- 3 -
0003:
Cons~t""'.Jction
a. t:nless otherwl.se approved by the Depar":ment of General
Services, all s~dewalks shall be kept clear and passable
durl.ng the qradl.ng and construction phase of the proJect.
9. Sidewalks, curbs, qutters, pavinq and driveways which need
replacing or removal as a result of the proJect as deter-
~l.ned by the Department ot General Serv~ces shall be re-
constructed to the satistaction ot the Department of
General Services. Approval tor this work shall b. ob-
tained trom the Department ot General Service. prior to
issuance of the bUl.lding permita.
10. Vehicles haulinq dirt or othar constructi-on debris trom
the site shall cover any open load with a tarpaulin or
other ..cure coverinq to minimize dust ami..iona.
11. street tre.. shall be maintained. relocated or provided as
required in a manner consistent with the city's Tre. Code
(Ord. 1242 CCS), per the .pecitications ot the Department
ot Recreation and Park. and the Oepartment ot General Ser-
vic.s. No str.et tr.. shall b. r..cved without the ap-
proval ot the Department ot aecreation and Parka.
12. A construction period mitigation plan shall be prepared by
the appl ic:ant tor approval 1)1 the Depart.ant ot General
service. prior to iaauance of a building permit. As ap-
plic~~l., this plan ahall 1) Specify the name., addresses,
t.l.1-!.~ne nnlll~.r. and busin... licen.. nUJDl)ers ot all con-
tractor. and subcontractors a. well as the developer and
architect; 2) oescribe how d._olition ot any existing
structur.. is to b. acco.pliah.d~ 3) Indicate where any
crane. are to be located for erection/construction; 4)
O.scrib. how much at the public atreet, alleyway, or side-
walk i. proposed to be used in conjunction with construc-
tion; 5) set forth the extent and nature of any pile-
driving operations: 6) Describe the length and nWllber ot
any tiebacks which auat extend under the property ot other
peraona; 7) Specity the nature and extent ot any dewatar-
inq and it. ettect on any adjacent bul1dinqa; 8) oascribe
anticipated contruction-relatad truck route. , nmtlk..r ot
truck trip., hour. of haulin9 and parking location: 9)
specify the nature and extent at any helicopter hauling;
10) State whether any con.truction activity beyond normal-
ly permitted hour. i. propo..d; 11) C.scribe any propo..d
contruction noi.. mitigation .eaaur..; l2) De.cribe con-
struction-period ..curity me.aure. inCluding any tencing,
lighting, and ..curi ty p.rsonnel: 13) Provide a drainage
plan; 14) Provide a construction-period parking plan
which shall minimize use ot public .treets tor parking:
15) List a designated on-sit. construction manager:
- 4 -
00037
:'3. A copy of these cond1.tl.on& shall be post.ed in an eas::'v
visible and accessible location at all times durlng con:
struction at the proJect Slt.. The pages shall be :a~:-
nated or otherwlse protected to ensure durability of tbe
copy.
Envl.ronmental Mitiqation
1tt. Ultra-low flow plumbing fixtures are required on all new
development and remodelinq where plumbing is to be added.
(Maxl.mum 1.6 gallon toilets and 1.0 gallon urinals and low
flow shower head.)
15. Prior to issuance ot a Certiticat. ot Occupancy, project
owner shall pre.ent documentation to the ~.neral Sarvl.ces
Department certifying that existinq Santa Monica
occupanci.. with toilet. installed prior to 1978 have been
retrotitted with ultra low-flow toilets (1.6 qa1lons per
tlu.h or 1...) such that development ot the new proj act
will not r..ul t in a net. increaae in wastewater flows.
Flow troll existinq occupancies which will be r..ovad &s
part ot the new develop.ent a.y be ded.ucted from flow
attributable to the new development it auch occupancies
have b..n occupied within one year prior to ia.uance ot a
Building Permit for the propo.ed project. Flow
calculation. for new development and exi.tinq occupancies
shall b. conaistent witb quid.line. developed by the
General Services Department.
16. To mi tiqat~ aolid waat. impact. t prior to i..uance of a
Certiticate ~ Occupancy, project owner shall submit a
recyclinq plan to the Department of General Servic.. for
ita approval. The recyclinq plan ahall include 1) list ot
materials such .. white paper, computer paper, metal cans,
and gla.. to be r.cycled; 2) location of recylinq bins: 3)
d..iqnated recycling COOrdinator; 4) natura and extent ot
internal and external piCk-Up .ervice, S} pick-Up
schedule; 6} plan to intora tenanta/occupant. ot ..rvice.
Miscellaneoua condition.
17. The bul1dlftCJ ad.dre.. ahall be painted on the roof of the
bulld1nq and .ball ..aaur. four teet by eight r..t (J 2
.quare t.et).
18. The operation ahall at all tim.. be conduct.d in a manner
not detrimental to aurroundinq properties or r..1dents by
reason of liqht., nois., activiti.., parkinq or other
action..
19. The exterior parking area shall b. used for employ.. and
customer parkinq only and not tor repair or tinishing work
or lonq-term (over ona week) storage ot vehicl...
- !5 ..
00033
Val~dlty of Permits
20. In the event permittee violates or tails to comply wlth
any conditions of approval of this permit, no fur~her per-
mits, license., approvals or certificate. ot occupancy
shall be issued until such violation has been fully
remeaied..
21. Within tan clay. ot Planning Division transmittal of the
statement ot ofticial Action, project applicant shall
sign and return a copy ot the Statement ot Official Action
prepared by the Planninq Division, aqr.einq to the Condl-
tlon. ot approval and acknowlec1qinq that _tailure to comply
with auch condition. .hall constitute ground. tor poten-
tial revocation of the permit approval. The siqned Stat-
mane ahall be returned to the Planninq Division. Failure
to comply with this condition shall constitute qround. for
potential permit revocat1on.
22. Thi. determination ahall not beco.e etfective tor a period
of fourte.n day. fro. the date or determ.ination or, it.
appealed, until a tinal determination i. ..de on the
appeal.
Special Condition.
23 . On-ai te parkin';t ..hall be sade available without coae. to
building cu. tamer. and. ..ploy... until auch time aa a
preferential parking district i. e.tablished in the
vicinity of the ait..
24. The project ahall comply with the South Coaat Air Quality
Hangag..ent District (SCAQKD) Requlation XV, .. contained
in Appendix D of the EIR, EIA 870, (Handatory rid.sharing
for ..ploy.ra employing aore than 100 per.ona).
25. San" Monica Boulevard east of 20th Street .hall be r....
.triped at the developer'. expen.e to accommodate a total
of .ix lan.., including the addition of an exclusive
r19ht-turn pocket on the we.tbound Santa Monica Soul.vare
approach to 20th Stre.t it reque.t.ed by the City Parkinc
and Traffic Znqineer.
26. The axiatinq traffic Ian.. on Santa Monica Bculevard wes
of 20th Str.et ahall b. re.tr1ped and .hitted southward t
mini.i:a tha potantial ott.et r.ault1nq trom the restrif
in9 required on Santa Xonica Boulevard east of 20th Strel
it reque.ted by the City parkinq and Traffic Engineer.
27. All internal build1nq .y.t... and appliance. shall be e
erqy efticient modal. to the satisfaction ot the Bu~ld:
and safety Division.
- 6 -
~l 0003~
28. Wher. .:.nd. where reaaQnaklly teaaible, construction activl.-
tie. sha.ll be scr..ned trom. residential land '.lses, co~-
val..cent hom.., medical treatment facilities a.nd hosp~~a:
recovery rooms.
29. Construction related vehicles shall avoid. using reslden-
tial streets.
30. All construction equipment shall conform to the no~se
standards esta~li.h.d by the Stat. Occupational Safety and
Health Ageney (OSHA).
31. Mulch shall be u..d in landscaped areas to improve water
retention capacity ot soil, reduce evaporation anmd mini-
mize 8011 compaction and an etticient lrrlqation system
ahall be in.talled in all landacaped ar.a~which .inimizes
runoff and ..ximiz.. retention ot water in plant roota.
32. It any arch.eoloqical reaain. are uncovered dur1nq excava-
tion or con.truction, work in the attected are. shall be
suspended and a racoqnizad specialist fro. an e.tablished
inati'Cution C..q: OCLA Departaent ot Archaeoloqy) will be
cent.act.ed t.o conduct a survey of 'the affacted are. . A
preliminary detarmination .hall 'than be 1I&d. by the City
and the specialist aa to the aiqniticance at the aurvey
findinga. All act.ion. ~ak.n under this ..aaura ahall be
in accord with Appendix X of the State CEQA Guideline..
33. The tinal warkinq drawinqa .hall include a .ection Showing
the buildinq not to exceed a height ot 56 te.t above
average qrad. as J ,aurad tr=- the average level ot the
h1qh..t and loweat point. ot that portion ot the lot
covered by ~e building.
34. Plana ahall be .~itt.d to the Architectural Review Board
ahowinq d.tail. ot the root equ1paent acre.n1nq, includinc;
color., ..terial. and heiqht ot acr..n. The applicant
ahall endeavor to reduce the height above parapet. of the
..chanical equipaent and ralated .cr..ning.
35. That no retail, retail financial inatitution or medical
ottice occupancies ahall be panaitte4 in th. develop..nt
due to a. relatad traffic g.neration rata. which are
h1;ber than 98ft.ral ottice occupanci...
36. '1'ba1: the project: ahall be rede.iqned to provide on-.ite
clrcul.~ion between the .urtac. level parkinq ar.. and the
subterranean park1nq qaraqe. The revised parking and cir-
culation layout shall raquire approval ot the City parkinq
and Tratfic Engineer. Any related lIod.itieation ot the
buildinq footprint or plan. ahall require approval ot the
Planninq Division.
37. That the aurface park1nq level ahall be re..rved tor u..
by visitor. to the project and occupant. of the project
snall be directed to park wi~in the subterranean q~aq..
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Building occupants shall use the surface parking level only
in the event of overflow parking demand wi thin the subter-
ranean garage.
3B. The duties of at least one employee in the proposed building
shall include promotion and coordination of carpooling by
occupants of the building.
39. The project shall be reduced in size by 5,000 square feet of
rentable floor area, reducing the overall project to a maxi-
mum of 46,832 square feet. The revised plans shall require
approval by the Planning Division.
40. Northbound traffic on Twentieth street shall not ~e permitted
to make left turns into the project via the project driveway
located on Twentieth street. Prior to issuance of a certifi-
cate of occupancy for the project, the applicant shall pay to
the City of Santa Monica a sum to be determined by the Park-
ing and Traffic Engineer not to exceed $10,000 for use by the
Parking and Traffic Division for mititgation of the traffic
impacts at the intersection of Twentieth Street and Santa
Monica Boulevard, including, but not limited to, the instal-
lation of a median island or stanyards to preclude left turns
into the project by drivers travelling northbound on Twenti-
eth street. Any portion of such sum not so utilized within
two years after issuance of the certificate of ocoupany for
the project shall be refunded to the applicant.
41. The existing bus stop located in front of the project on San-
ta Monica Boulevard shall be relocated towards the alley to
the satisfaction of the City Parking and Traffic Enqineer and
Transportation Department.
42. The rights granted herein shall be effective only when exer-
cised within a period of one year from the effective date of
approval. No time extension shall be granted.
PROJECT MITIGATION FEE CONDITION
1. In accordance with Sections 9046.1 - 9046.4 of the Santa
Monica Municipal Code, prior to issuance of a building
permit the developer shall execute an irrevocable letter
of credit or other form of security acceptable to the City
for the payment of an in-lieu fee for housing and parks
equal to $2.25/sq.ft. for the first 15,000 sq. ft. of net
rentable office floor area and $5.00/sq.ft. for the
remaining net rentable office floor area. This fee shall
be adjusted for inflation by the percentage change in the
Consumer Price Index ("Cpr") between October 1984 through
the month in which the payment is made. Upon mutual
agreement of the developer and the city, the developer may
satisfy the Project Mitigation measures by providing low
and moderate income housing or developing new park space
on or off the project site. To fulfill this Obligation an
agreement shall be secured in writing by the developer and
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approved by the city Attorney and City staff prior to ~s-
suance of a building permit. This fee prior to adJustment
wJ.II be $164,800, ]::lased on a net renta]::lle off~ce floor
area of 41,210 square feet.
VOTE
Ayes:
Nays:
Abstain:
Absent:
Abdo, Jennings, Xatz and Reed
Finkel, Genser and Zane
NOTICE
If this is a final decision not subject to further appeal under
the City of Santa Monica Comprehensive Land Use and Zoning Or-
dinance, the time within which judicial review of this decision
must be sought is governed by Code of Civil Procedure Section
1094.6, which provision has been adopted by the City pursuant to
Municipal Code Section 1400.
I hereby certity that this statement of otticial Action accurate-
ly reflects the tinal detera1nation of the City council of the
City of santZL U ' J~
signature 0 - )---
~Q--E.~ 4/1 ~'<'/~h/, ~PtI7T/
print name and title ( ,/ I
/JJ~ ~/. /".fC;
aate{ v I
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I hereby aqr.. to the above conditions of approval aDd
acknowledge that failure to comply with such conditions shall
constitute qrounds tor potential revocation ot the permit
approval.
Applicant's Signature
Print Name and Title
PC/stcdr44l
SL: nh
04/28/89
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MEMORANDUM
TO: Evan James, Dominion Property Company
cc: Ron Fuchiwaki, City of Santa Monica
FROM: Snnath Ralu
Tom Gaul
SUBJECT: 1919 Santa MOnica Boulevard Office BUilding - Updated Traffic Impact Analysis
With 1993 MEA Base
DATE:
September 21, 1993
REF: 700
This memorandum summanzes the supplemental traffic impact analysIs performed by Kaku
AssocIates, Inc. for the 1919 Santa Monica Boulevard Office Building Project. The traffic study
we prepared in June of 1992 evaluated the potenbal impacts of converting 16,000 square feet
of the prolect to medical office space, incorporating the City's traffic study procedures as of that
time. The purpose of this supplemental analysis IS to evaluate the potential impacts of the
medical office conversion using the recently updated 1993 City of Santa Monica Master
Environmental Assessment (MEA) traffic projections provided by the City as the cumulative base
condition Also, to be consistent with the City'S current traffic study guidelines, the project tnp
generation was updated using the tnp generation rates given in Institute of Transportation
Engineers' (lTE's) Trip Generation, Fifth EditIOn (1991) This supplemental analysIs IS directed at
two Intersections located near the 1919 Santa Monica Boulevard Office Building. The two
intersections analyzed consisted ot,
· 20th Street and Wilshire Boulevard
· 20th Street and Santa Monica Boulevard
Both AM and PM peak hours were analyzed for the followmg two project land use scenarios
1. Scenano 1 - Project consists of 41,210 square feet of General Office use, as
approved by the CIty CounCIl
2. Scenario 2 - Project consists of 25,210 square feet of General Office use and
16,000 square feet of Medical Office use (i.e., the proposed conversion).
-
'453 ."rd Slr~el SUIte 400
Santa ~onlca CA 90401
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{31G J5e 9916 Fa;r mo. 194 766J
Evan James
September 21, 1993
Page 2
TRAFFIC IMPACT ANALYSIS
The updated (1993) MEA traffic volume projections for the future year were used as the future
cumulative base, and traffic generated by the two alternative project land use scenarios
described above were added to obtain future cumulative plus project traffic volumes. The trip
generation estimates used for the two project alternative land use scenariOS were computed
using the ITE Trip Generation, Fifth EdItIOn and are shown in Table 1.
The 1985 Highway Capacity Manual (HCM) method of intersection capacity analysis, as
implemented In Traffix software, was utilized to compute the projected levels of service at the two
analyzed intersections for the two project scenariOS, and the results of the analYSIS runs are
shown In Table 2. The same Intersection lane geometries and traffic flow parameters utlhzed in
the updated MEA traffIC analyses were used for these runs
CONCLUSIONS
The conclUSions of the supplemental traffic impact analYSIS can be summarized as follows.
1 It can be observed from Table 2 that the volume-to~pacity CV/C) ratio or the
delay at the two analyzed Intersections under Scenano 2 do not show any
Significant Impacts beyond that projected under ScenarIo 1 conditions.
2. USing the City of Santa Momca's Significant impact cntena, the intersection of
Santa Monica Boulevard and 20th Street would not be significantly Impacted
under either project scenario (I.e. Scenario 1 with 41 21 ksf general office only nor
Scenario 2 with 2521 ksf general office and 16 ksf medical office), with the
updated MEA future projectIons used as cumulative base projectIons.
3 Using the CIty of Santa Monica's slgmficant Impact cntena. the Intersection of
Wilshire Boulevard and 20th Street would be Significantly Impacted under both
project scenarios. WIth the updated MEA future projections used as cumulative
base projections The project traffiC Impact under Scenario 2 at thiS IntersectIon,
beyond that of Scenario 1, IS an Increase In vie ratio of +0002, WhiCh, by Itself,
would not be significant
0004S
TABLE 1
PROJECT TRIP GENERATION
AM Peak Hour Tnps PM Peak Hour Tnps
Project Size Dally
Scenano (ksQ Trips Out Total
In Out Total In
Scenario 1
General Office 4121 718 85 11 96 16 81 97
Scenario 2
General Office 2521 495 58 7 65 11 56 67
Medical Office 16.00 547 ~ -1Q 43 19 46 65
Total 41.21 1,042 91 17 108 30 102 132
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TRAFFIC STUDY FOR THE
1919 SANTA MONICA BOULEVARD OFFICE BUILDING
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Prepared for:
DOMINION PROPERTY COMPANY
Prepared by:
KAKU ASSOCIATES, INC.
1453 Third Street, Suite 400
Santa Monica, California 90401
(310) 458.9916
Ref: 622
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TABLE OF CONTENTS
I.
.
INTRODUCTION ............. .... . .. . . . . . . . . . . . . . . . . . . . . . . . . . . 1
SCOPE OF ANALYSIS ......... ............................ 1
ORIGINAL CONDITIONS OF APPROVAL ........................ 2
CURRENT METHODOLOGY, STANDARDS, AND CRITERIA. . . . . . . . . . . 3
CONTENTS OF REPORT .................................... 3
EXISTING CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
ENVIRONMENTAL S~ I liNG . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
EXISTING STREET SYSTEM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
EXISTING TRAFFIC VOLUMES. . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . 8
EXISTING INTERSECTION LEVELS OF SERVICE .................. 8
PUBLIC TRANSIT SERVICE . . . . . . . .. ......................... 11
II.
III FUTURE TRAFFIC PROJECTIONS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 14
TRAFFIC FORECASTING METHODOLOGY . . . . . . . . . . . . . . . . . . . . . .. 14
PROJECT TRAFFIC VOLUMES .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 15
CUMULATIVE BASE PROJECTIONS.. ... . . . . . . . . . . . . . . . . .. . . . .. 18
CUMULATIVE PLUS PROJECT TRAFFIC PROJECTIONS. . . . . . . . . . . .. 21
IV. TRAFFIC IMPACT ANALYSIS ....................................... 25
CRITERIA FOR DETERMINATION OF SIGNIFICANT TRAFFIC IMPACT.. 25
ANALYSIS OF FUTURE TRAFFIC CONDmONS ................... 27
COMPARISON OF IMPACTS. .. ............. ................ 29
V. MITIGATION MEASURES. .... ................................... 32
APPENDIX A - INTERSECTION CONFIGURATIONS
APPENDIX B - PEAK HOUR INTERSECTION TRAFFIC VOLUMES
APPENDIX C - PEAK HOUR LEVEL OF SERVICE WORKSHEETS
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UST OF FIGURES
1
2
3
4
5
6
PROJECT SITE AND LOCATIONS OF ANALYZED INTERSECTIONS.......... 6
EXISTING PEAK HOUR INTERSECTION TRAFFIC VOLUMES . . . . . . . . . . . . . . . 9
TRIP DISTRIBUTION PAlTERN ..................................... 17
SCENARIO 1 PROJECT GENERATED TRAFFIC VOLUMES ................ 19
SCENARIO 2 PROJECT GENERATED TRAFFIC VOLUMES ................ 20
YEAR 2002 CUMULATIVE BASE PEAK HOUR INTERSECTION
TRAFFIC VOLUMES ........................................ 22
YEAR 2002 CUMULATIVE PLUS SCENARIO 1 PEAK HOUR INTERSECTION
TRAFFIC VOLUMES ........................................ 23
YEAR 2002 CUMULATIVE PLUS SCENARIO 2 PEAK HOUR INTERSECTION
TRAFFIC VOLUMES. . . . . . . . . . . .. ........................ 24
7
6
UST OF TABLES
1 LEVEL OF SERVICE DEFINITIONS FOR SIGNALIZED INTERSECTIONS . . . . . .. 10
2 EXISTING INTERSECTION PEAK HOUR LEVELS OF SERVICE. . . . . . . . .. ... 12
3 PROJECT TRIP GENERATION. . .. . .. . . . . . . . . . . . . . . . . . . . . . . . .. ..... 16
4 CrN OF SANTA MONICA SIGNIFICANT IMPACT CRITERIA.. ... ... .. ...... 26
5 INTERSECTION LEVEL OF SERVICE ANALYSIS, YEAR 2002
CUMULATIVE BASE AND CUMULATIVE PLUS SCENARIO 1 .......... 26
6 INTERSECTION LEVEL OF SERVICE ANALYSIS, YEAR 2002
CUMULATIVE BASE AND CUMULATIVE PLUS SCENARIO 2.......... 28
7 INTERSECTION LEVEL OF SERVICE ANALYSIS, YEAR 2002
CUMULATIVE BASE AND CUMULATIVE PLUS SCENARIO 2
WITH MITIGATION MEASURES. . . .. . .. . . . . . . . . . . . . . . .. . . . . . . .. 33
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I. INTRODUCTION
The 1919 Building is located at 1919 Santa Monica Boulevard in Santa Monica, California, which
Is across the street from St. John's Hospital and Medical Center. The 1919 Building was
completed and received Its Certificate of Occupancy on April 15, 1991. At the present time,
roughly one-half of the buildmg is occupied. The City Council approved this project on April 11,
1989. As part of the approval, there was one condition which restricted the 1919 Building from
leasing space to either retail, financial institutions or medical tenants. During the past two years,
the owners of the 1919 Building have received numerous requests from doctors wanting to locate
In their building. By locating in the 1919 Building, the doctors will be able to quickly respond to
hospital emergencies by walking across the street rather than by driving their automobiles to the
hospital This will allow doctors to improve the quality of service to the medical community and
reduce traffic by eliminating their need to drive to the hospital. As a resuh, the buildings owner
has submitted an application to the City of Santa Monica to convert 16,000 square feet from
office to medical tenants. To assess the impact of this application, the City of Santa Monica
requested a traffic study be conducted. This report, prepared by Kaku Associates, Inc.
documents the resuhs of that study.
SCOPE OF ANALYSIS
The scope of work for this study was prepared in conjunction with the City of Santa Monica
Traffic and Parking Engineer and the staff of the Planning Division. It addresses all the key
issues identified by the City of Santa MOnica staff as necessary to allow the City Council to make
an informed and reasoned decision. The study includes the following elements:
· Review all traffic related requirements which were conditions of approval for the
project.
· Identify all current City of Santa Monica requirements for traffic Impact analyses
including methodology. standards, and criteria.
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Assess impact of project under conditioned use, i.e., general office, and proposed
use, i.e., medical office.
.
Determine impact of proposed change in use of office building on the local street
system.
ORIGINAL CONDITIONS OF APPROVAL
The Environmental Impact Report (EIR) was certified on April 11, 1989 at which time it received
its approval from the City of Santa Monica City Council. The traffic study for this EIR determined
that the proposed project would have a significant impact at one location, the intersection of 20th
Street and Santa Monica Boulevard during the afternoon peak hour. The analysis Indicated that
this Intersection would have a volume/capacity (V/C) ratio of 0.95, Indicating a LOS E operational
condition, under future conditions without the project, i.e., Cumulative Base. The intersection was
projected to have a VlC ratio of 0.99, LOS E, under Mure conditions With the project, Cumulative
Plus Project. The incremental increase of 0.04 in the VIC ratio was determined to be a significant
impact based on standards used by the City at the time of project approval.
It was also determined that an improvement could be Implemented that would mitigate these
project impacts. This improvement involved the re-striping of Santa Monica Boulevard east of
20th Street to accommodate a total of six lanes, including an exclusive fight-turn pocket on the
westbound Santa Monica Boulevard approach to 20th Street. The traffic analysis indicated that
the intersection would have a VIe ratio of 0.93 after implementation of this proposed
improvement under Cumulative Plus Project conditions, mitigating the project impacts. A
condition of approval for thiS project was, therefore, the requirement that the project proponent
pay for the implementation of this improvement.
However, there are two Important distinctions that should have been made at the time thiS project
was approved by City Council:
· That the project's original traffic study was based on a building that was 46,210
square feet when In fact City Council's approval was based on a building which
was 5,000 square feet smaller, or 41,210 square feet. Based on the approved
41,210 square feet, this project would have resulted in no significant impact to the
five studied intersections
2
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· Although the building based on its approved size would not have had a significant
Impact, the owners were still required to pay the City a fee for implementing the
mitigation measures
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CURRENT METHODOLOGY, STANDARDS, AND CRITERIA
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The City of Santa Monica City Council adopted a new set of requirements for traffic studies
conducted to analyze proposed development projects within the city in April. 1992. These
requirements include the following elements:
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The MOperational AnalysisM method from the Highway Capacity Manual (Transporta-
tion Research Board. 1985) shall be employed for signalized intersection level of
service analYSIS.
.
The Santa Monica Master Environmental Assessment (MEA) study shall be used
for all information regarding existing and Mure base conditions.
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Trip generation rates from the San Diego Association of Governments (SANDAG)
publication Traffic Generators, January 1990, shall be used.
.
The significant impact criteria based on average vehicle delay and V IC ratio
indicated in Table 4 shall be employed.
CONTENTS OF REPORT
The remainder of this report is directed at the traffic study conducted for the revised project
deSCription proposed by the building's owner, The 1919 Building. Chapter II of this report
~ provides a deSCription of the existing conditions In the vicinity of the project site. It concentrates
(
on those streets and Intersections that are Included in the study area for this analysis. Chapter
III includes a discussion of the development of traffic prOjections for Mure conditions with and
without the proposed proJect. Chapter IV provides an analYSIS of these Mure conditions and
assesses the potential impact ofthis change in use. Chapter V identifies the additional mitigation
measures which would be required in the conditions of approval to ensure that proposed change
in the use of the office building would not generate additional impacts.
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II. EXISTING CONOmONS
A comprehensive data collection effort was undertaken to develop a detailed description of
existing conditions in the surrounding areas of the 1919 office building on Santa Monica
Boulevard. The assessment of existing conditions relevant to this study includes land use, street
system, traffic volumes and operating conditions, and public transit services.
ENVIRONMENTAL SETTING
The 1919 Santa MOnica Boulevard building is located in the northeastern portion of the City of
Santa Monica, situated on the northwest corner of the 20th Street/Santa Monica Boulevard
intersection The Santa Monica Freeway (1-1 0) is located approximately 0.5 miles to the south,
while the San Diego Freeway (1-405) is about 2.4 miles to the east. A mixture of commercial,
residential, and institutional land uses exist adjacent to the project site on all sides. Saint John's
Hospital is located directly east and Santa Monica Hospital is located west of the site.
Further to the west is downtown Santa Monica.
EXISTING STREET SYSTEM
This section presents a deSCription of the eXisting Circulation system infrastructure serving the
study area, Including number of travel lanes, street claSSifications, traffic control devices, on-street
parking, and adjacent land use The traffic study area is bounded by Wilshire Boulevard on the
north, Colorado Avenue on the south, 17th Street on the west, and Cloverfield Boulevard on the
east
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Regional Acces~
Primary regional access to the study area is provided by the Santa Monica Freeway, which runs
In the east-west direction to the south of the project SIte. This facility provides access from the
study area to Los Angeles and points 10 the east. To the west, it continues as Pacific Coast
Highway (SR-1) beyond the McClure Tunnel, serving beach-related uses. In the vicinity of the
study area, the freeway provides eight travel lanes with grade-separated Interchanges at major
arterials Access to the study area is obtained via the Cloverfield Boulevard Interchange and 20th
Street.
Local Street System
Figure 1 illustrates the local street system serving the study area. The majority of the streets in
the study area are designated as arterials in the Master Environmental Assessment for the City
of Santa Monica (1992). Major arterials are intended to provide four or six travel lanes plus left-
turn lanes. Minor arterials provide four lanes and mayor may not have left-turn pockets. These
arterials can accommodate daily design traffic volumes between 30,000 and 60,000 vehicles per
day (vpd). Arterial streets In the study area are: Wilshire Boulevard, Santa Monica Boulevard,
Colorado Avenue, and Cloverfield Boulevard
Collector streets are Intended as two-lane roadways accommodating a maximum average daily
traffic (ADT) volume of 15,000 vpd. Broadway and 20th Street are the two collector streets in the
study area. Anzona Avenue and 17th Street are designated as feeder streets intended to carry
lower volumes than collector streets, usually below 7,500 vpd.
Figure 1 shows the existing pnmary access pOints to the 1919 bUIlding at Santa MOnica
Boulevard from the focal street system. Major north-south roadways within the study area are:
17th Street, 20th Street, and Cloverfield Boulevard. Wilshire Boulevard, Arizona Avenue, Santa
Monica Boulevard, Broadway, and Colorado Avenue comprise the primary east-west facilities in
the study area. Brief descriptions of the pnncipal streets serving the study area follow:
.
Wilshire Boulevard - Within the study area, this east-west major arterial provides
four through lanes with a continuous left-turn lane and left-turn pockets at
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FIGURE 1
PROJECT SITE AND LOCATIONS OF ANALYZED INTERSECTIONS
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signalized intersections Signalized locatIons along Wilshire Boulevard in the
study area are: 17th Street, 20th Street, and 23rd Street Two-hour and three-hour
metered parking between 9 AM and 6 PM is provided, but parking Is prohibited
between 3 AM and 5 AM west of 20th S1reet. Primarily commercial land uses front
WIlshire Boulevard.
· Arizona Avenue - Arizona Avenue, designated as a feeder street, provides two
travel lanes and a double yellow stnped median. Within the study area, a bike
lane is provided on both sides of the street. The 17th Street and 20th Street
Intersections along Arizona Avenue are signalized. West of 20th Street, two-hour
parking is allowed between 9 AM to 9 PM on weekdays. Residential areas and
some office exist adjacent to Arizona Avenue.
.
Santa Monica Boulevard - Santa Monica Boulevard, which provides direct access
to the project site, is a four-lane, east-west arterial with left-turn pockets provided
at signalized intersections. These signalized locations are: 17th Street, 20th
Street, 23rd Street, and Cloverfield Boulevard. Two-hour on-street parking is
allowed west of 20th Street, while parking is prohibited along Santa Monica
Boulevard east of 20th Street. Office and commercial land uses front this facility.
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Broadway - Within the study area, Broadway Is a four-lane, east-west collector
street with a double yellow-striped median. Signalized locations along Broadway
are' 17th Street, 20th Street, and Cloverfield Boulevard. Two-hour metered
parking between 9 AM and 6 PM is provided west of 20th Street and west of
Cloverfield Boulevard. East of 17th Street, parking with the same time restrictions
is allowed. Commercial and some office land uses front Broadway.
f .
· Colorado Avenue - Colorado Avenue Is a four-lane, east-west arterlal. left-turn
pockets are provided at the following signalized intersections: 17th Street, 20th
Street, and Cloverfield Boulevard. Ten-hour metered parking between 7 AM and
6 PM is provided west of 20th Street, while it is provided on the southern side of
Colorado east of 20th Street Offices and some commercial land uses currently
exist adjacent to Colorado within the study area
· 17th Street - ThiS faCIlity is a two-lane, north-south feeder street with a continuous
left-turn lane Signalized locations along 17th Street are: Wilshire Boulevard,
Anzona Avenue] Santa Monica Boulevard, Broadway, and Colorado Avenue.
Between Arizona Avenue and Santa MOnica Boulevard, two-hour metered parking
is provided between 9 AM to 6 PM on the eastern side of the roadway, and 36-
minute parking is provided on the western side. Two-hour parking IS allowed
south of Wilshire Boulevard Residential areas and some commercial and office
land uses front 17th Street
· 20th Street - This roadway is a four-lane, north-south collector street which
provides direct access to the project site. North of Santa Monica Boulevard, 20th
Street provides a double yellow striped median, while it provides a continuous left-
turn lane south of Santa Monica Boulevard. Within the study area, the following
are signalized locations along 20th Street: Wilshire Boulevard, Arizona Avenue,
Santa Monica Boulevard, Broadway, and Colorado Avenue. Two-hour metered
parking between 9 AM and 6 PM is provided along this roadway. A mixture of
7
0005[:
office, residential, and commercial land uses currently exist adjacent to 20th
Street.
· Cloverfield Boulevard - Cloverfield Boulevard is a four-lane, north-south arterial
which provides access from the project site to the Santa Monica Freeway. Within
the study area, on-street parking is prohibited. The Intersections with Santa
Monica Boulevard, Broadway, and Colorado Avenue are signalized. Commer-
cial/office land uses front Cloverlield Boulevard.
EXISTING TRAFFIC VOLUMES
c
~
f-
Figure 1 illustrates the five intersections identified by City of Santa Monica staff for detailed level
of service analysIs. All five locations overlap wrth intersections evaluated in the Santa Monica
Master Environmental Assessment (MEA) study. These intersections are:
(
I
I
1. 17th Street and Santa Monica Boulevard
2. 20th Street and Wilshire Boulevard
3. 20th Street and Santa MOnica Boulevard
4. 20th Street and Colorado Avenue
5. Cloverfield Boulevard and Santa Monica Boulevard
f
l
Peak hour traffic counts taken in April and May of 1991, as well as other applicable intersection
data needed as inputs into the signalized Intersection operational analysis (e.g. saturation flow
rates, signal timing data, peak hour factors, etc.), were obtained from the MEA study. Figure 2
Illustrates the A.M and P.M peak hour intersection volumes at each of the five locations in the
study area.
EXISTING INTERSECTION LEVELS OF SERVICE
Intersection level of Service MethodoroSJV
level of seMce (LOS) is a qualitative measure used to describe the condition of traffic flow,
ranging from excellent conditions at LOS A to overloaded conditions at LOS F. LOS 0 is the
typically recognized minimum acceptable level of service In urban areas. Level of service
definitions for the signalized intersection operational analysis is included In Table 1.
8
~o# 0005:
~
/
(
-........,
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L
CALIFORNIA AV
t-
'-"!
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ARllONA AV
-go
0.....-
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~ * ~ L50 idS'
.J j l ~ 755 IBOOI
" rll0 (85)
()
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o
"';:;;;:;:;
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.35/401
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55 (35) J 1
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U'i
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:::-'"
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~ ~ ~ L220 (220l
.J It... 750 (1315)
SANTA MONICA BL " .50 180J
CD
50 (35) J i
635 (1,300) -+ i r
25 190) -. <;5 g ~
~-.;:r-
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.140 (15)
705 (9101 -+ Ii r
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L('l ...,
!:1 !l!
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CiS
COLORADO AV
L?
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== U' == :
ll"" a::- c ~
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6
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55il001. ~ ~ 0
-",,-
*;;:;:2
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36C (3751
r 30 '60:
C.
....J
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i::
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u.J
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Ul
KJ\((U AS SOCI ^ T E S
FIGURE 2
EXISTING PEAK HOUR
INTERSECTION TRAFFIC VOLUMES
9
\
\
I
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j
~'J 0 0 0 GJ
All five analyzed intersections are controlled by traffic signals. Based on policies established by
the City of Santa Monica, the .Operational Analysis" method from the Highway Capacity Manual
(Transportation Research Board, 1985) was employed to perlorm the intersection level of service
analyses for the selected intersections. The Highway Capacity Manual operational method
determines the average stopped delay incurred per vehicle and the volume/capacity N/C) ratio.
The Intersection level of service is then related to the average vehicular stopped delay as
indicated on Table 1
A key element of the analysis of existing operating conditions Is the lane configurations for each
Intersection. Diagrams of the existing lane configurations and traffic control devices at the five
analyzed intersections appear in Appendix A.
r
Existing Peak Hour Levels of Service
The year 1991 existing traffic volumes illustrated In Figure 2 were used In conjunction with the
level of service methodology described above to determine the existing operating conditions at
the analyzed Intersections selected for detailed capacity analysis. Table 2 summarizes the
existing (1991) average stopped delay per vehicle. VIe ratio. and corresponding LOS for the
morning and afternoon peak hours.
As can be seen, four of the five analyzed intersections operate at acceptable levels of service of
C or better. However, the 20th Street and Santa Monica Boulevard Intersection currently
operates at an unacceptable level of service (LOS F) during the afternoon peak hour.
PUBUC TRANSIT SERVICE
The study area is currently served by several Santa Monica MuniCipal Bus Une (SMMBL) and
Southern California Rapid TranSit District (SCRTD) bus routes. The SMMBL bus routes primarily
operate along 20th Street, Wilshire Boulevard, and Santa Monica Boulevard, while SCRTO bus
routes prOVide service along Wilshire Boulevard and Santa Monica Boulevard within the study
area. Brief descriptions of these routes follow:
11
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00062
TABLE 1
LEVEL OF SERVICE DEFINITIONS FOR SIGNALIZED INTERSECTIONS
Level or Service
Average Stopped Delay
Per Vehicle (seconds)
Definition
A
less Ihan or equal 5 0
Occurs when progression IS extremely
favorable Most vehicles arrive dunng the
green phase and do not stop at all Short
cycle lengths may contribute to low delay
[ ,
B
5 1 to 15 0
Occurs Wllh good progression andlor short
cycle lenglhs More vehicles Slop than for
LOS A, caUSing higher levels of delay
c
15 1 10250
Higher delays result from faIr progression
and/or longer cycle lengths The number
of vehIcles stopping Is significant al thIs
level, allhough many SIIU pass through the
Intersection without stopping Individual
cycle failures may begin to appear
o
25 1 10 40 0
CongestIOn becomes more noticeable
Longer delays may result from some
combination of unfavorable progression,
long cycle length, or high vIe rallOS
Many vehicles stop, and the proportIon
of vehicles nol stopping dechnes
IndiVidual cycle failures are noticeable
E
40 1 to 60 0
ConSIdered to be the Irmlt of acceptable
delay These values Indlcale poor
progreSSion, long cycle lengths, and high
vIe ratIos IndiVidual cycle failures are
common occurances
F
greater lhan 60 0
ConSidered to be unacceptable to most
dnvers ThiS condition often occurs Wllh
oversaluratlOn, Ie. when arnval flow rales
exceed the capacity 01 the intersecllon
It may also occur al high vlc ralios above
, 00. WIth many individual cycle failures
Poor progression and long cycle lengths
may also be contributing factors
Source Transportation Research Board, '"Highway CapacIty Manual-SpecIal Report No 209,'" 1985
L--
10
M 00063
[
r-
,-
.
SMMBL Une 1 - Une 1 proVIdes direct service from the study area to Venice and
the University of California at Los Angeles (UCIJ\) along Santa Monica Boulevard.
.
SMMBL Une 2 - Une 2 provides service from the study area to Venice and UCLA
along Wilshire Boulevard.
.
SMMBL Una 11 - Une 11 provides intra-city bus service within Santa Monica. This
crosstown loop provides direct service to the study area via 20th Street.
.
SCRTO Unes 20 and 320 - These bus routes operate along Wilshire Boulevard to
provide service to downtown Los Angeles from the study area.
.
seRTO Lines 4 and 304 - These bus lines provides service between the study
area and downtown Los Angeles along Santa Monica Boulevard.
00064
13
III. FUTURE TRAFFIC PROJECTIONS
In order to evaluate the potential Impact of the proposed change in use of the 1919 Santa
MOnica Boulevard building on Mure traffic conditions, it was necessary to develop traffic
forecasts reflecting the full occupancy of the building under the existing approved use as well
as the proposed converted use. As previously indicated, the two scenarios analyzed in this study
are.
i
· Scenario 1 - Project as It was approved by the City of Santa MOnica, reduced in
size by 5,000 square feet (sf) from its original size analyzed in the 1988 EIR and
limited to 41,210 square feet of general office use.
,
,
,
.
Scenario 2 - Project as it is currently proposed, with 16,000 sf converted to
medical office use and the remaining 25.210 sf in general office.
TRAFFIC FORECASTING METHODOLOGY
The traffic forecasting methodology for thiS analysis, which Is consistent with the methods
required by the City of Santa Monica, include a three step process "was first necessary to
estimate the total amount of future traffic expected to be generated by the project under the two
approved use and under the proposed use. The project traffic for each scenario was then
distributed geographically based on a pattern approved by the City. The third step IOvolved the
assignment of thiS traffic to the local street system. The resulting traffic volumes represent the
total increase in peak hour traffic expected to be added to each of the five intersections in the
study area by the two scenarios
The incremental proJect-generated traffic was then added to the Cumulative Base traffic. This
Cumulative Base traffic, which is obtained from the City of Santa Monica, represents future traffic
conditions in the City without the addition of traffic from the project. The addition of the project
traffic (under either scenario) to the Cumulative Base traffic results In the Cumulative Plus Future
traffic proJect, Ie, future conditions with the proJect.
14
~1 0 0 0 6 5
PROJECT TRAFFIC VOLUMES
Prolect Traffic Generation
Estimates of potential traffic generation for the general and medical office uses were developed
using standard trip generation rates as prescribed by the City of Santa Monica. Table 3
summarizes the trip generation factors employed and the resulting estimated vehicle trip
generation for the project site As indicated in the table. a total of about 824 net new daily
vehicle trips are projected to be generated under Scenario 1, the approved general office use,
of which 115 vehicles per hour (vph) are projected during the A.M peak hour and 107 vph during
the P.M. peak hour. Under Scenario 2, the proposed general and medical office mix, the project
is expected to generate a total of 1,304 daily trips, of which 119 vph are expected during the A M
f peak hour and 146 vph during the P.M. peak hour.
I
The table Indicates that the proiect under Scenario 2 is expected to generate about 58% more
daily trips and 36% more P.M. peak hour tripS than Scenario 1. The trip generatIon during the
A.M peak hour does not vary conSiderably between scenarios.
Prolect Traffic Distribution
The geographic distribution of traffic generated by development at 1919 Santa MOnica Boulevard
would be dependent upon several factors, Including the geographiC distribution of existing and
future population, the location of commercial and employment centers, the location of site access
points relative to the surrounding street system, the physical characteristics of the surroundmg
street network, and the level of congestion on the local and regional street system.
Information from a variety of sources, including the Santa Monica MEA and the 1984 Santa
Momca Circulation Element, was analyzed to estimate the directional distribution of proJect-
generated traffic Figure 3, which Illustrates the trip distribution pattern developed for the project,
indicates that the majority of the traffic is expected to travel directly east or west on Santa Monica
Boulevard. The remainder is expected to use the ky north south streets including 20th Street and
Cloverfield Boulevard.
15
\,.10006S
TABLE 3
PROJECT TRIP GENERATION
SIZE DAILY AM PEAK HOUR PM PEAK HOUR
LAND USE (SF) TRIPS IN OUT TOT IN OUT TOT
SCENARIO 1
GENERAL OFFICE 41,210 824 104 " 115 21 86 107
SCENARIO 2
GENERAL OFFICE 25,210 504 64 7 71 13 53 66
MEDICAL OFFICE 16,000 800 38 10 48 24 56 80
TOTAL 41,210 1,304 102 17 119 37 109 146
PROJECT TRIP GENERATION RATES
DAlLY AM PEAK HOUR PM PEAK HOUR
LAND USE UNITS lFUPS IN/OUT RATIO TOT INJOlIT RATIO TOT
GENERAL OFFICE KSF 20 9 : 1 14% 8 : 2 13%
MEDICAL OFFICE KSF 50 2 8 6% 3 7 10%
SOURCE San Dtego AssOCIation of Governments. .San Diego TraffIC Generators.. June 1991 Brief Guide
00067
16
/ t1O% ~
'" \
{
I ,
(F; ;
J CALIFORNIA AV l
..oT TO SCALE
l-
t/)
I ~
l-
t:: 0
N
W'LSi--'IRE BL
25%
,ARIZONA AV
~ PROJECT SITE
SANTA MONICA BL
BPOADWA Y
COLOHADO AV
,
I
I
'20%
1
J
IDI
01
--',
~~
l..o...:i
rr:~
w'
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0'
--,'
ul
I
I
i
35%
10%
({J\f(U^SSOC!^ TES
FIGURE 3
TRIP DISTRIBUTION PATTERN
17
./
~. 0006:
Prolect Traffic AsslQnment
The trip distribution patterns developed above were used to assign the project traffic from
Scenarios 1 and 2 to the local street system. The resulting forecasts of project-generated traffic
volumes are summarized In Figures 4 and 5 for Scenarios 1 and 2. respectively. The figures
Illustrate the intersection traffic volumes for each of the five intersections in the study area during
the morning and evening peak hours for these two scenarios.
CUMULATIVE BASE PROJECTIONS
The Crty of Santa Monica has established a Master Environmental Assessment (MEA)
encompassing the entire city. The Santa Monica MEA includes a comprehensive analysis of
existing and projected cumulative traffic conditions throughout the city and Is intended to provide
a uniform base for subsequent project-level studies such as this traffic study. As such. and In
accordance with recently established City procedures. cumulative traffic projects were obtained
from the MEA ad used as the basis for the cumulabve analysis. The MEA cumulative projections
explicitly incorporate projected tnp generation for 41 approved and/or planned development
projects throughout the City of Santa Monica. as well as five major development projects
(Channel Gateway, Marina Place Shopping Center, Playa Vista, Hughes Office Tower, and lAX
Northside) located outside the City. The MEA cumulative projections also incorporate a
background ambient growth factor of 1.5% per year to the year 2002. representing other potential
regional and local growth not explicitly accounted for in the currently-known projects. More
informatIon regarding the cumulative forecast methodology. description of cumulative projects,
and the estimated trip generation for each, is contained in the Final Master Environmental
Assessment for the City of Santa Monica (Michael Brandman Associates, February 1992).
It should be noted that the roadway improvements at the 20th Street/Santa Monica Boulevard
intersection that were included in the MEA are not included in the analysis of future traffic
conditions in this study. Since these roadway improvements, which were initially identified in
the 1919 Santa Monica Boulevard project EIR, have not been implemented, it would be more
useful to identify any new improvements which may be necessary as a result of this analysis
under the two land use scenarios.
18
~ 0006:
,"
r
I
I
I
\-.
15 (5)- r
~
~
....
0./).
CAlIFORN!A AV
-'-!
....;
Q.
<"-.Ii
1
@
NOT TO SCALE"
t-
V)
:r
t-
.......
i.~~
xo. 000li .iMF'4 PEAK
-mo ..-olJ.O.t:S
NE":iLIQ8\..E YOl\JloE
WiLSH"lE BL
I:
$2
i
oj.
......~S""""CEO
To i'EIAEST ~I~ VEHrCl..fS
r
;
,
iB
*
ARIZONA AV
.!.
*
l. ~
--6
~~~
lk U""j *
Jjlt1
. 10 (*1
· ~,- i I
. ,tl, --. I ~
i
I
!
2015i
If 115i
SANTA MONICA 8L
Q
"
BROADWAY
as
COl()FAJ-O A\/
~ s I
:- -: I
. I I
.' '-+ I
~20i5!
S
:..U
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o
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~
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r<M(UASSOCIATES
FIGURE 4
SCENARIO 1 PROJECT GENERATED TRAFFIC VOLUMES
19
'I
I
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)
aDOre
/
(
f
l
(
I
~ -
I
~
CAU::ORl\IIA AV
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II
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I
WILSI"IRE BL
l-
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~
\
\1
i
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ARIZONA AV
.!:
*
L -5115:
SANTA MONICA BL
I
I-
o
C'-..
(y
NO' TO SCALE
-
I
~!
;
71
tf 1
!
;
'Oi"X DODO ......... PE......
~vOl.:Uh4Es.
"ECilOBLE'Io'OI..\..-.E
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CO~ORAOO AV
lr'6
'2~
-.r- L..'")
ll.
"-'- ><:>u.o<e. A~CEO
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9
"
,
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[(J\f(UASSOCIATES ~
FIGURE 5
SCENARIO 2 PROJECT GENERATED TRAFFIC VOLUMES
20
0007:
The projected year 2002 cumulative base peak hour traffic volumes are illustrated in Figure 6.
Cumulative Base Street System
The cumulative projections 10 the Santa Monica MEA assume that roadway or intersection
Improvements either (1) listed in an environmental impact report or initial study for approved
development projects, or (2) either currently funded or likely to be funded by the City or Caltrans.
are implemented. Two specific improvements assumed in the MEA cumulative base projections
affect Intersections analyzed in this study. These are the following:
· 20th Street and Wilshire Boulevard - Re-stripe northbound 20th Street at Wilshire
Boulevard to provide an additIonal through lane.
· Cloverfield Boulevard and Santa Momca Boulevard - Provide one additional
exclusive left-turn lane on northbound Cloverfield Boulevard at Santa Monica
Boulevard
CUMULAnVE PLUS PROJECT TRAFFIC PROJECTIONS
The estimates of project traffiC summarized in Figures 4 and 5 were added to the year 2002
cumulative base volumes illustrated in Figure 6 to develop forecasts of future traffic with the
project. Figures 7 and 8 Illustrate the Cumulative Plus Project traffic volumes for Scenanos 1 and
2, respectively.
00072
21
(
I
WILSHIRE BL
-
~1
81
1
i
-~~
;,,[l~N
.....~.:=.
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Jil.
.
~
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\
CALIFORNiA AV
~
NOl TO SCALE
....
<f)
I
l-
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!.!II!!!!
lCXX OllOC} AIoIFI4- OlE......
>Ol.<'o!lI._~
~Gl..1GI&.f "vCL~
L 60 :SO)
_1 030 l1,135)
.16(1260)
ALL 'IOl.'.AlES RD.INlED
10 ~E.lAES' R>'E >1:tCfS
40 i45! j
, 245 11,40GI----
130 l60i -.
iir
U)oc
ooro.....
- '"'-
L<)~-
-- L...... 0
......."'Q";::
N
ARIZONA AV
,
0- g
~~ ~cc
g~~ ~~E
;; ~ 8 Lt05 (BOj ; 2 0 .. 260 1260\
-c:t ('1')......... IJ"} i..C :::: --
J ! t. 670 (l,07Ql J I t. ~ -1005 (1660;
r 40 155i SANTA MONICA BL . .55 (9Oi
()
65 (40) .J 1 60 ISO) .J i
770 (1,3501 -+ i r 795 11,710) -+ i r
45 (65) t g ~ W 50 (1451 -. g ~ "2
-~- NL<)~
g;~ ~~~
o N~""'"
~ -.....
_1,185 11,2551
r 435 \2951
(
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395 0551 -.
on 5
o co
If:! 8
'" 0
..... .....
..., N
BROAJWAY
I
I
-'
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COLOPADO AV
2
_ c _.
o - u~ ;
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---...., - I
...... 0 U) ~
N l.O ~:
.lIt.:
.
f.'i
40 r.e::51 --' ~
1,025 (1 (20) -+ :
65 (tiS) -.
~25 ~3C'1
----585 (9951
o
-'
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"-
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- ""-
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.....
r<JU(U/\SSOClt\TES ~
FIGU RE 6
YEAR 2002 CUMULATIVE BASE PEAK HOUR
INTERSECTION TRAFFIC VOLUMES
22
(If)r7"''
v U'...: 'L.l'
_/
/
0_
...... ,,~
~"'=TN
'Q-=
-0
5! '; & L60 (SO!
J ll.. _1030 l1,135)
! r160 (260)
o
i i f r
i11?6
ro ro t---
-- ('F) =-
~;;:;o
--"'I:;J':=
N
CAU;:-ORNtA AV
I-
<J)
I'
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--
WiLSHIRE 8L
40 :<t5J J
1.245 11 400J -
130 l601 -.
ARIZOi'<A AV
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NOT 10 SCALE:
-
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10 NEAREST fIVE VEtoCl.ES
0-
5~~
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65 140) .J
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'--.
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FIGURE 7
YEAR 2002 CUMULATIVE PLUS SCENARIO 1
PEAK HOUR INTERSECTION TRAFFIC VOLUMES
23
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FIGURE 8
YEAR 2002 CUMULATIVE PLUS SCENARIO 2
PEAK HOUR INTERSECTION TRAFFIC VOLUMES
24
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0007~
IV. TRAFFIC IMPACT ANALYSIS
The Mure year traffic projections developed in the previous section were analyzed to determine
the potential incremental change in the impact expected to result from the change In the use of
the project from general office to general/medical office. In order to accurately assess the impact
of this proposed change, It was necessary to conduct the impact analysis in two steps:
· Step One - Each traffic scenario, Scenario 1 with the project under the approved
use, and Scenario 2 with the project's proposed use, is compared to the
cumulative base to determine project-related impacts using the significance criteria
established by the City of Santa Monica.
· Step Two - The relative impacts caused by Scenario's 1 and 2 will be compared
and analyzed. The incremental increase in the Impact of the project caused by
the change in its use will be identified
CRITERIA FOR DETERMINATION OF SIGNIFICANT TRAFFIC IMPACT
The level of Significance of project-related impacts on traffic conditions is determined through the
application of signIficance criteria established by the City of Santa Monica. Table 4 summanzes
the significance crltena. As indicated in the table, the significance criteria to be used depends
upon whether the subject location is an arterial or collector street and upon the projected base
operating condition prior to the addition of project traffic The Significance of an impact is
measured by either a change In the LOS to an unacceptable condition or a change in the
average vehicular delay of a given amount dependent upon the base LOS. If the base LOS is
F, slgmficance is defined in terms of a change in VlC ratio (as calculated by the HCM operational
method), not average vehicular delay, as average delay cannot be calculated using the HeM
operational method under over-saturated conditions.
Each of the analyzed intersections are intersections of one or more arterial streets. Thus, the
artenal significance cnteria is used In this study
25
0007-:
CITY OF SANTA MONICA SIGNIFICANT IMPACT CRITERIA
TABLE 4
FUTURE BASE SCENARIO
IF LOS = At Bt OR C
==> AND IS A COLLECTOR STREET
INTERSECTION
==> AND IS AN ARTERIAL
INTERSECTION
IF LOS = 0
==> AND IS A COLLECTOR STREET
INTERSECTION
r
==> AND IS AN ARTERIAL
INTERSECTION
IF LOS = E
= => AND IS A COLLECTOR OR
ARTERIAL INTERSECTION
IF LOS = F
= = > AND IS A COLLECTOR OR
ARTERIAL INTERSECTION
FUTURE PLUS PROJECT SCENARIO
SIGNIFICANT IMPACT IF:
AVERAGE DElAY (sec/veh) INCREASE IS ~ 15 Seconds
OR
LOS BECOMES 0, E, OR F
AVERAGE DELAY (sec/Veh) INCREASE IS ~ 15 Seconds
OR
LOS BECOMES E OR F
SIGNIFICANT IMPACT IF'
AVERAGE DELAY (sec/veh) INCREASES BY ANY AMOUNT
AVERAGE DELAY (sec/Veh) INCREASE IS t 15 Seconds
OR
LOS BECOMES E OR F
SIGNIFICANT IMPACT IF:
AVERAGE DELAY (sec/vell) INCREASES BY ANY AMOUNT
SIGNIFICANT IMPACT IF:
HCM V/C RATIO NET INCREASE IS! 005
00077
26
ANALYSIS OF FUTURE TRAFFIC CONDITIONS
The analysis of future impacts of the two scenarios assumes that the base street system
improvements included in the Santa Monica MEA as described In the previous chapter have been
implemented.
Cumulative Base Traffic Conditions
The year 2002 cumulative base traffic volumes illustrated in Figure 6 were analyzed using the
previously described level of service methodologies at the fIVe study area intersections. As
indicated in Table 5. two of the Intersections are expected to operate at LOS F under these Mure
conditions without the project. These intersections are:
.
20th Street and Wilshire Boulevard (both peak hours)
20th Street and Santa Momca Boulevard (PM peak hour)
.
( "
(
Cumulative Plus Prolect . Scenario 1
The year 2002 cumulative plus project traffic volumes for Scenario 1 illustrated in Figure 7 were
analyzed to determine potential Mure operatmg condrtions and traffic impacts with the addition
of project~enerated traffic The results of this analysis are summarized in Table 5. Using the
previously described significance criteria of the City, it is determined that Scenario 1 would have
a Significant impact at the following two Intersections
\
l
.
20th Street and Wilshire Boulevard (both peak hours)
20th Street and Santa Monica Boulevard (PM peak hour)
.
As previously indicated, both intersections are projected to operate at LOS F under cumulative
base condItions.
27
00073
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00079
Cumulative Plus Prolect - Scenario 2
The year 2002 cumulative plus project traffic volumes for Scenario 2 illustrated in Figure 8 were
analyzed to determine potential future operating conditions and traffic impacts with the addition
of proJect~enerated traffic. The results of this analysis are summarized in Table 6. Using the
previously described significance criteria of the City, it is determined that Scenario 1 would have
a significant Impact at the following two Intersections:
· 20th Street and Wilshire Boulevard (both peak hours)
· 20th Street and Santa Monica Boulevard (PM peak hour)
As previously Indicated, both intersections are projected to operate at LOS F under cumulative
base conditions.
f
COMPARISON OF IMPACTS
As described, the second step in the analysis was to compare the relatIVe impacts of the two
scenarios. The results in Tables 5 and 6 were used to conduct thiS comparison.
At the intersection of 20th Street and Wilshire Boulevard, the results indicate that the project
causes an increase in the vIe ratio of 0.006 under both scenarios. Therefore, the change in use
does not have a significant impact at this location. Although the proposed project is expected
to have a significant Impact at the Intersection of 20th Street and Wilshire Boulevard under both
.
scenanos, thIs impact was not identified In the prevIous analysis and was not, therefore, included
as one of the locations which required mitigation in the origmal condition of approval Because
the change in use from general office to general/medical office does not aggravate this condition,
the change in use does not have a Significant Impact Therefore, no mitigation measures are
required for thIs location
At the intersection of 20th Street and Santa MOnica Boulevard, the increase in VIe ratio between
cumulative base and cumulative plus Scenario 1 conditions IS 0.029 at LOS F, while the VlC ratio
increase between cumulative base and cumulative plus Scenario 2 conditions is 0.040. This
results in an increase in vie of 0011, an increment that would be deemed to produce a
29
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00081
significant impact based on the City of Santa MOOlca standards. Therefore, the change in use
from general office to general/medical office would have a significant impact at this location. The
onginal EIR had also identified an Impact at this location and had this impact be mitigated.
,-
,
..
,-
31
ZoI 00082
,.
~
v. MmGATlON MEASURES
As indicated, the analysis indicates that the proposed change would aggravate the projected
condition at a level that would be considered significant. The proposed mitigation measure for
this location is as follows:
20th Street and Santa Monica Boulevard - Santa Monica Boulevard east of 20th Street
should be re-striped to accommodate a total of six lanes, including the addition of an
exclusive nght-turn pocket on the westbound Santa Monica Boulevard approach to 20th
Street. Because of the potentIal offset resulting from this re~striping. the eXIsting traffic
lanes on Santa Monica Boulevard west of 20th Street must be re-striped and shiited
southward.
The implementation of thiS measure, which was originally identified in the project EIR, was a
condition of the approval of this project. The project proponent agreed and paid the City of
Santa Monica for this improvement. The results of the analysis of its effectiveness, which is
summarized in Table 7, indIcates that the measure would not mitigate the impacts of this project.
No additional improvements can be made at this location without the acquisition of additional
right-of-way, malor capital construction, or both.
Therefore, the change in use at this location would result in an unmltlgatable impact at this
locatIon
32
00083
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r'
APPENDIX A
INTERSECTION CONFIGURATIONS
~ 00085
("
Intersection Configurations
WITH
YEAR 2002 PROJECT
EXISTING CUMULATIVE BASE M ITIGA TION
(2)
4~ o::'R... ffi
to
1 17th St & ( <.>
~ " SAME AS
0 SAME AS
Santa Monica BI ~ EXISTING
.-/ It to EXISTING
> c:
" '"
r.J>
17th $l
(2) CV
4~ <-' 4~ <'",
( ffi
2 20th St & ( ffi ~ ~ SAME AS
~ ~ i:
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---../ li( l!1 ---../ j
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) -;
"
20th 5t 20th St
(2) '-- @
0[
4!~ (...... ffi 41~ ( ffi
..
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or- " SAME AS u
0 E
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---../ lit .. ---../ lit ::!
c ) !!
~ ~ c
y y ~
20th St 20th 5t
(2)
41~ c.... CD
0(
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0 ~
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Cloverf teld BI Cloverfleld BI
Legend
(2) Total :SIgnal pha:se
r<J\lm ^s sacl ^ TE S
0008e
"
APPENDIX B
PEAK HOUR INTERSECTION TRAFFIC VOLUMES
00087
-7'19SM. IN MDn May 11 , 1qq:2 1~:49:'3:' F'age 1-1
------------~~~-~~~~~~----~---------------~-------~------~~--~-~----------------
1919 SANTA 1"10N I CA BOULEVARD UPDATE
EXISTING BASE
AM PEA~ HOUR
-----~----~--~---~------~--~---~~-------------------------~----~-~--~~------~-~~
Turnlng Movement Report
Volume Northbound Southbound EastboLtnd Westbound Total
< ype Left Thru Rlght Left Thru RIght Left Thru Rlght Left Thru Rlght Volume
#1 17TH STREET ~J SANTA MONICA BL
ase 59 :260 31 87 ~"..,. '39 57 6:0 38 -- 636 91 :2:274
-.......... . ,
jded 0 I) I) I) I) (I 0 {) <) <) 0 (l I)
Total 59 :'6(' :'1 87 ~"..,. 7q 57 6:'0 ,r; 33 636 91 :':'74
...:............ -' , ___'Ci-
I -. :'(lTH STREET ~< WILSHIRE BL
~
base 98 :' 11 90 1"'""'" ::63 "'"" :'6 98:' 110 11:' 757 51 3018
...J...J _'~
Added I) 0 0 0 0 0 (1 (I 0 0 I) 0 (I
otal 98 :'11 90 155 "36"3 "'"" 36 98:- 110 11:' 757 51 3018
...J~_
#3 :'OTH STREET t-J SANTA MONICA BL
- ase 68 6:'8 1:'3 9: 500 38 49 637 26 48 748 "" " 3189
~.......
:lded 0 (I 0 I) 0 (\ (I 0 (I (1 (1 I) 0
Total 68 6:'8 123 9:' 500 :'8 49 637 :'6 48 748 "".... :'189
, 4 21)TH STREET ~o( COLORADO BL
coase " 606 65 :'8 485 ....,- ..,." 504 55 :'1 359 19 ~~1)9
~ ~-' -'~
Added I) 0 0 0 0 0 I) I) 0 0 0 0 (I
otal " 606 65 :8 485 ,,~ -" 504 55 31 359 19 :209
~ ~-' ~,~
#5 CLO'v'ERFIELD BL ~< SANTA MONICA BL
r~ase 4:20 0 183 0 0 0 I) 707 329 141 874 0 ~654
i dded 0 0 0 0 0 (I (I 0 0 0 0 (I 0
I
T at a 1 4:'0 I) 183 0 0 I) I) 707 J~9 141 874 (I :'654
TraffiX System Version 6.3
(c) 1991 DA
Licensed to Val<u ASSOCiates
{ .
t
00088
';l19SM.IrJ Mon May 1 1 , 1992 16:58:42 Page 1-1
--------~---~------------------------------~-~--------~----------------------~--
1919 SANTA MONICA BOULEVAF..D UPDATE
EXISTING BASE
PM F'EA~~ HOUR
-~-------------------------~--~-~----------~----------~----------------------~~-
TLlrnl ng Movement Report
Volume Northbound SouthboLlnd Eastbound Westbound Total
Ipe Left Thru RIght Left Thru RIght Left Thru RIght Left Thru RIght Volume
#1 17TH STREET t... SANTA MONICA BL
"se c- 262 34 116 ::10 ~7 :'6 992 58 42 808 68 2806
-J :;,
jded I) 0 <) 0 I) 0 0 0 \) 0 0 (1 (1
Tot a 1 0;-- 262 ::4 116 310 27 36 992 58 4: 808 68 28(l6
-' ::~
..... 20TH STREET ~~ WILSHIRE BL
-
base 67 <......c 140 108 :-59 :'8 37 1019 46 86 800 44 :'069
__~ _.,J
~dded 0 0 0 I) I) 0 0 (l 0 0 0 0 0
::It a 1 67 -.-,=- 140 108 359 ::::8 :'7 1019 46 86 800 44 ::('69
.J.J...U
#3 20TH STREET f... SANTA MONICA BL
;\se ~17 448 95 96 747 110 37 130: 92 78 1:::13 2:1 4756
1ded I) (I 0 I) 0 I) 0 0 0 (I (I (I (>
Total :217 448 95 96 747 110 37 1302 92 78 1313 2:1 4756
4- ~OTH STREET t< COLORADO BL
case ~6 374 17 17 7=-- 17 38 579 98 60 376 ......- :378
..J _" ~-'
Added (I 0 (I (I I) (I 0 (I 0 0 (I (I (I
::Ita 1 26 374 17 17 7C- 17 38 579 98 60 376 ......~ :378
, -J... -.:>
#5 CLOVERFIELD BL &: SANTA MONICA ElL
"'~se 350 (I 236 0 I) (I 0 909 ~69 117 95~ I) :833
t jded (I I) (I (I (I I) (I (I (I (I 0 I) (J
T at a I 350 (I 236 (J I) I) (I 909 ':.69 117 9<::"...... (I :83:-
...J..:..
TrafflX System VerSIon 6.3
( C ) 1 991 DA
LIcensed to .aku ASSOCIates
00089
!....
919SM. IN TllE' May 1~, 199~ F': 1 1 : 1 8 Page 1-1
--~------------------------------------~---~-----~--------~~-------~------------
1919 SANTA MONICA BOULEVARD UPDATE
YEAR ~OO: CUMULATIVE BASE
PM F'EA~ HOUR
--------------------------------------~--------------~---------------------------
TurnIng Movement Repor-t
Volume Nor-thboLlnd Southbound E.astboLlnd Westbound Total
ype Left Thru RIght Left Thru RIght Left Thrt.l RIght Left Thru RIght Volume
#1 17TH STREET ~, SANTA MONICA BL
ase 61 ::04 43 1-0= 360 -,...., 4: 1350 67 55 1069 79 3597
.;:o,J -'~
dded 0 (I I) I) I) I) (l (I 0 I) I) l) (I
Total 61 ::04 4:: 135 360 3:2 4: 1350 67 o=c 1069 79 :-597
,J",)
.... ~OTH STREET 9. WILSHIRE BL
. ~ -
tlase 83 378 168 1......c 417 44 43 1401 58 261 1134 51 4163
~,J
Added 0 0 (I (l 0 (I I) (I l) 0 0 I) 0
otal 8~ 378 168 125 417 44 4- 1401 58 261 1134 51 416::
-' -'
#, ~OTH STREET ~" SANTA I'lONICA BL
-'
.ase ~91 c .... e- 111 11: 1029 1:::;3 49 1710 147 91 1659 Z59 6116
...J"::'...J
dded 0 (I 0 (I I) I) 0 (I 0 (I 0 0 0
Tot a I :291 c......c 111 112 10:9 1~- 49 1711) 147 91 1659 :59 6116
",)~,J -'-'
I 4 ~(lTH SrREET tr COLORADO BL
dase :'0 470 60 :3 1069 :'1 45 10:0 114 159 995 30 40:'6
Added 0 I) 0 I) I) I) (l t) 0 0 0 0 I)
otal 30 470 60 ....- 1069 :1 45 10::0 114 159 995 30 4036
4~
#5 CLOVERFIELD BL & SANTA MONICA BL
-:ase 503 0 580 (I (I I) 0 1::89 357 294 1253 I) 4276
'dded (I (I 0 (l 0 0 0 (I 0 0 0 0 I)
Total 50:. 0 580 (J 0 <) I) 1~89 357 294 1:53 0 4'.276
TrafflX System Verslon 6.3
(C) 1991 DA
LIcensed to Ka~u Assoclates
OOO~O
I
r
,
,
.;;l19SM. IN Tue May 1 ::: , 1992 . )q: 59 : =.~ Page 1-1
~-----~~-------------~--------------~--------------------------~-~--------~~~~--
1919 SANTA MONICA 80ULEVARD UF'DATE
YEAR 2002 CUMULATIVE BASE
AM PEA~ HOUR
---~~-----~~---------~-~~-----------~--------------~~--------------------~------
TurnIng Movement Report
\)01 ume Northbound SouthboLlnd Eastbound Westbound Tetal
.y'pe Left ThrLI RIght Left Thru RIght Left T h r- LI RIght Left Thr-u RIght Vol..!me
#1 17TH STF\EET \0. SANTA MONICA BL
-
ase t:8 30:2 4:: 101 :::75 45 67 772 44 40 871 106 28-::4
dded (1 0 I) 0 0 (l (I 0 0 0 0 0 (I
Total t:a8 ::;0: 4~ 101 375 45 67 772 44 40 871 106 :S::4
-'
..... :OTH STREET t.... WILSHIRE ElL
-
Base 117 :245 110 18(1 4""'''''' 60 4: 1243 132 161 1030 59 :301
-.....
Qdded (I 0 (I I) 0 (I (I (I 0 (I 0 0 (l
otal 117 :45 110 180 4""'''''' 60 4:2 1:24:- 132 161 1030 59 :91~11
.::..~
#~ 20TH STREET ~( SANTA MONICA BL
-'
ase 118 748 143 109 609 50 59 793 48 56 1005 258 :996
dded (I 0 0 (I (J 0 (l 0 (I (I 0 (l I)
Tot a 1 118 748 143 109 609 50 59 793 48 56 1005 258 :996
. 4 :20TH STREET ~I COLORADO BL
f:lase ...., 74:- 158 34 606 :27 39 10:24 64 50 586 :26 --<:"Q
~ _, _'.J ,
Added (I (l (I (I (I (I (J (I 0 0 (I 0 (I
otal ...... 747- 158 34 606 '27 39 10:24 64 50 586 26 "335:t
-
#5 CLOVERFIELD BL t... SANTA MONICA BL
ase 673 (I :27:2 0 I) I) 0 877 396 433 1184 0 3835
dded (1 (l (I 0 (I I) (J (J (I I) l) 0 (1
Tot al 67-:- 0 ~7~ (I (l (I I) 877 396 433 1184 0 :8::5
Traffix System VerSion 6.3
(c) 1991 DA
LIcensed to Kaku ASSOCIates
~-
~ 00091
~
.
9192t1. It. T~le , :1C\'y 1~. 1 C.'9: 1 ~ : :' -: : 5 6 F,;-,ge 1-1
-------------------------------------------------------------------._-----------
1919 SriNTA MONICA BOULE\,iAHD L'F DATE
YEAF\ :(_r:l: CUMULATIVE FLUS GENEFiAL OFFICE
AM F'EA. HOU"
---~~-~-------~----------------~~~-----~~-------~--------~~-----~_.~--~--------
Turnlng Mo....ement Repe,r t
.' '01 LIme NorthbOtmd SouthboLlnd EastbOL\nd Westbound Total
ype Left Thr-u F~l ght Left Thru Rlght Left Thr-u Rlght Left Thru Rlght Vol L.me
\
#1 17TH STF\EET ~, SANTA 1'10N I CA ElL
else 68 "3(l:: 4:: 101 ::75 4S t.7 7-;1 44 4(1 571 1 (16 =2-=:-4
.. .~
,dded (, (, 17 1 0 I) (1 17 (; (J -, (I _.~
~ -'
Total 62 3':):: 60 1(: :;75 45 67 7SC> 44 4,:1 57:: 1 (\6 =E71
.... :?OTH STREET ~I WILSHIRE BL
, -
B.?se 117 :45 110 180 4........., 60 4: 1:4-:: 1::: 161 10::.0 59 38')1
~.:.
.. 4d d ed I) 1 0 I) 8 I) I) (I (I l) 0 0 9
~
otal 117 :46 110 180 430 to 4: 1~4:' 1-" 161 10::0 59 :;21('
-'-
-n- :2(1TH STREET t.. SANTA MONICA BL
-'
lase 118 748 14:: 109 609 50 59 ""79-:" 48 56 1005 :58 -::996
,dded 4:2 0 (I " 6 ,..., u 0 0 I) :21 (I 7.......
- -
Total 16(1 748 14:- 111 615 =.-, 59 79:- 48 56 1026 :58 4069
,J_
. 4 :OTH STF..EET t... COLORADO BL
Base ..... 74:: 158 ::'4 606 :7 -:.8 HC4 64 50 586 :26 :::'59
~
Added I) .....- (I " ..... (I (J 0 0 l) (I 18 45
--' - -
otal " 766 158 36 608 :7 :'9 10:4 64 50 586 44 ::404
-
#5 CLOVERFIELD BL t~ SANTA MONICA BL
r l.?se 673 I) :27: I) I) (I I) 8"7, -::96 4--r 1184 I) '38'35
, , ' ,
,dded 1:2 0 e, 0 (I (I 0 1 1 0 8 (I ..........
-'
T at a 1 625 (l :7:!. I) [) (, n 878 -::177 4----; 119: I) -'011::"-,
_.......~ ~
l
,
t .
00092
r
r '
t.;raffl~-f System Ver-SIor; 6.3
(c) 1991 DA
LIcensed to haku ASSOCIates
1919SM.IN
Tue, May 1:, 1Qo: 1:::4:45
F'a'~e 1-1
1919 SANTA MONICA BOULEVARD UFDATE
YEAR :00: CUMULATIVE FLUS GENERAL OFFICE
PM F'E A. HOUR
TLlrn 1 ng Movement Report
"'01 urne Northbound Southbound EastboLlnd Westbound Totel
Type Left Thru Rlght Left ThrLl Right Left Thrd R:ght Left Thru n.lght Velu",e
.:1 17TH STREET t SAt H A MONICA BL
Base 61 :-1)4 4~ 1~1::" "360 ~,.., 4: 1'350 c7 !::"<:;" lOb=? 79 ::59~
-' _'...J -'~ .J~'
'\dded {) I) ~ 1 I) (I 0 - 0 0 13 (I ..-.-.,
~, -'
- otal 61 :: I=' 4 46 1::6 ::60 4: 1~=~ tJ ~.". 1(>8~ ~Q ::617
-'- _'...J _, .J--! I ,
#: :21)TH STREET .~I WILSHII;E BL
{ase 8~ "378 168 1~C= 417 44 4-:: 14':'1 1::"" :61 11 ::4 51 416:-
::' ~.J ..JC'
~dded 0 7 I) (J ~. (> 0 (; (; I) I) I) S
-
Total 83 "385 168 1 ,..,c.- 419 44 43 1401 58 261 11 ::4 51 417:
_.J
t~ :OTH STREET ~~ SANTA MONICA BL
-'
Base :91 1::".....1::" 111 11:: 10:29 13:: 49 1710 147 91 1659 ~59 6116
.J_.J
-':idded 8 (1 0 18 48 13 I) 0 (I I) 4 <) 91
~ otal ~9Q 1::"""'':- 111 1:'0 1077 146 49 1710 147 91 1~6:: ....1::"'"' 6~('7
_1__...J _",)7
#4 :OTH STREET ~, COLORADO BL
::ase :'0 470 61:) 1069 ....,. 45 1 {y::) 114 159 995 ::0 4,Y"'L
-- _.L - - '-'
~dded I' 5 () 15 19 0 I) 0 0 0 0 : 4::
.'
Total 3(l 475 60 '38 1088 ~1 45 1020 114 159 995 3: 4078
t5 CLOVERFIELD BL ~.J SANTA MONICA BL
Base 503 () 580 I) 0 I) (1 1289 ~1::"7 ~94 04..-,.=--:;:- C 4~7t
_.JI .L_....J....
l\dded (1 0 (J (. (I (J 7 1 . (~ ...., (l ....-,
. J. -
rotal S()5 5S(1 (1 I) (1 I) 1~96 -:-tS :294 "~I::"~ c) .d~q8
.i._...J...J
00093
-~0l-:~~'.~.
______ ~~!_~~~_~ ~ ~__~~=~ ~ ~i~~!_~~~_________________~C::2=_~=~__~__
1<:;01':; SA~JTA MmHCA BOULE'.'AF\O UFCATE
YE~F, :(y',::: CUMULAT I VE F'LUS GEN ~, MED OFF I CE
AM PEA. HOUR
TurnIng Movement ~eport
volume
Type
Northbound Southbound Eastbound W~stbQund Total
LE~t Thru RIght Left Thru Rlght Left Thru RIght Left Thru RIght Volume
~1 17TH ST;:;EET ~
Base
-~dded
-otal
~2 ~OTH
I ~ase
ridded
Tot a 1
r:: ~OTH
E~ase
"ldded
-otal
#4 20TH
3ase
ridded
Total
~ ,:) :;f):2
.) (I
66 :C'2
STF\EET ~"
11 7 245
o 1
11 7 :46
SThEET ~.
118 748
41 I)
159 748
SANTA
4-'::
16
59
~1ON I CA EeL
1(11 -'::75
1 I)
1 C':: 375
WILSHIRE EeL
1 1 () 1 E (I
I) <)
11 (, 1 8i~.'
SANTA MONICA
14-':: 1('9
(l 4
14:' 11:'
STREET ~ COLORADO EeL
~ 743 158 :'4
O~: 0 3
....
765
158
*5 CLOVEF\cIELD BL t SANTA
Base 673 0 ::7~
"ldded 1~ 0 (I
iotal 685 0 ::7:
: Trafflx System Verslon 6.3
1
4~.....
--
8
4-:::0
EeL
609
10
619
:'7
606
4
610
MONICA EeL
!) 0
(I (l
o I)
dE::"
...J
I)
45
6(1
(1
60
5(1
C"-
..J _,
::7
o
27
(C) 1991 DA
67
(1
67
7T~
16
788
4: 1::4:-
o 0
4: 1~4:-
59
o
59
79:-
o
79-::'
:-9 1 CC4
(J (1
-'::9 lCC4
I)
o
o
877
1
878
o
o
o
1:::~
(1
1::::
-'::96
399
44
(I
44
4(1
(.
40
874
~
-'
1(16
I)
106
:834
""":L
_"...)
:'870
59
(J
59
:::801
9
3810
871
161 10::0
(I 0
161 1030
48
(I
48
56 1 (105
o :'0
56 10:5
~5e
(I
.....E::",-,
...::.....J'~
3996
78
4074
26
~~r59
64
o
64
50
(1
50
586
o
586
17
4""':
46
3405
"7
4"7- 1184
o 8
4-- 119.2
I)
::8'35
,-,
.'
::4
365'7
(I
00094
LIcensed to ta~u Assoclates
.i. - ~ .....: r
.
, ~i 01- ,.
'i~ "y
1 __ .
1 '-- ':- ~ 1 ~ ;...,);- ~ ..,....,
F' C< ,~ e
1919 ~qNTA MONICA 80ULEVA~D UP2A~E
YEA~ :00: CUMULATIVE FLUS GEN ~ MED 2FFICE
F'M F'EA~ HOIJR
Ti..lr- n 1 ng Movement Report
.olume NQr-thbound Southbound Ea:=tbOL'nd Westbound Total
Type ~Eft Th r- Ll Flght Left ThrLl Rlght Left Thru Rlgr't Left Th.-u Rlght Volume
1 17TH STREET </ SANTA MONICA BL_
-
f3ase ,:>1 3(14 4'3 1-C:- '360 4: 1'350 67 l::"l::" 1069 79 ::5q7
_...1 -'- ,,,/'...1
'\d d ed (.' (J 6 1 (l (J (- 6 n 0 16 0 29
ot.?1 .::1 :-('4 49 1'36 '360 -., 4: 1-:::56 6-' l::"C' 1085 79 -::6:6
-'- ...J....J
#~ :OTt-l STREET ~ WILSHIRE BL
'y
lase 83 378 168 1.....1::" 417 44 4- 1401 5E :61 11 '34 51 416-::
_...J -'
.dded 0 9 <) (; ~ I) 0 (J ( (I (I <) 1:
-'
Total 8:- '387 168 1 .....c: 4:0 44 43 1401 58 :61 1134 51 4175
_J
- :CTH STREET ~., SANTA Not..: I CA BL
'-'
Base :Ql e:' .-, e- 111 11: 1CCQ 1-- 49 1710 147 91 1659 .-.C',-, 6116
_1.......,-, _'_I _...J7
.l4dded 15 (1 () .....- 61 16 (l (l c. 0 7 (I 1......-,
-- -' --
- otal '3(J6 c:- -'1::" 111 1-'::: 1(190 149 49 1710 147 91 1666 :59 6'"")-0
...J_...J -',,", _ -'-'
#4 :OTH STF.EET </ COLOF-ADO BL
~a~e -:(1 470 bel .-,- 1069 :1 45 10:0 11~ 159 995 ::() 4('::6
-~,
\dded <) 0 (l 20 ::4 (; (J (I (, (I 0 L 58
'..J I..J
Total ::C' 478 60 4~ 109:- :1 45 1(':0 114 159 995 36 4094
-'
!
; t5 CLOVERFIELD
; BL t-J' SANTA MONICA BL
Pase 5(,:: I) 580 0 I) f) I) 1:89 -<:7 :94 1:25::: (I 4::76
~'...J .
Added 4 I) 0 I) 0 0 I) 9 14 I) 3 0 :-0
, -
I otaI 507 {) 580 0 I) (J () 1~98 ::71 294 1::56 (1 4306
DOD9e;
(Traffix System Ver-Slon 6.3
I
(c) 1991 DA
Llcensed to ~aku Assoclates
APPENDIX C
PEAK HOUR LEVEL OF SERVICE WORKSHEETS
f ~
'-
t-
l
l
"" 00090
J. .y19SM. 1"'1
Mon May 11, 199~ 16:49:39
Page 3-1
1919 SANTA MONICA BOULEVARD UPDATE
EXISTING BASE
AM F'EAk HOUR
Level Of ServIce ComputatIon Report
1985 HCM OperatIons Method
****************~************
* Base Volume Alternatlve *
^.********************************~*~*******************************************
IntersectIon #1 17TH STREET & SANTA MONICA BL
t******************************************************************************
I Icle (see): 60 CrItIcal Vol./Cap. <X): 0.647
Loss Tlrre (see): C) Average Delay (sec/veh): 1:'.4
f""1tlmal Cycle: 65 Level Of ServIce: B
, t*****************************************************************~***********.
Approach: North Bound South Bound East Bound West Bound
Movement: L T R L T R L T R L T R
-------~---:-~~------------: :---------------: ~---~--------~--: :---~--------~~-:
_:mtrol: Left Phase Left F'hase Left Phase Left Phase
RIghts: Include Ioclllde Include lncI ude
, In. Green: (I C) 0 0 (J I) 0 0 I) 0 0 l)
;!.nes: 1 0 0 1 <) 1 0 0 1 0 1 0 1 1 0 1 (I 1 1 0
----~-------:-~-------------: :------~---~-~--: :---------------~ :-------------~-:
: :llLlme ~Qdule:
J.nltlal Vol:
Growth AdJ:
: :E Ad J :
_F Ad J :
User Ad;:
'-1 nal Vol.:
59
1 . (ll)
1.00
1.00
1.06
63
:260
1.00
1. 00
1.00
1.06
276
31
1.00
1.00
1.00
1. 06
33
87 ~............. -::'9 57 620 -::'8 _I _"It 636 91
_4___-
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1. 00 1.00 1.00 1. 00 1.00
1.00 1.00 1.00 1.00 1.05 1.00 1.00 1.05 1.00
1. 06 1. 06 1. 06 1. 06 1.06 1. 06 1.06 1.06 1. 06
92 34~ 41 60 690 40 35 708 96
----------~~---~-----------: :-~-----~-------~ :--~----------~-: :---------------:
rc.~tLlrat 1 an Flow Modlll e:
:It/L~ne: 1800 1800 1800 1800 18(1c) 1800 1800 1800 1800 1800 1800 180(1
hdJustment: 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78
Lanes: 1 . 00 ().89 O. 11 1.00 0.89 O. 11 1.00 1. 89 o. 11 1.00 1. 76 O.~4
f Inal c-.... . 1404 1:54 150 1404 lr""l~- 151 1404 ::653 155 1404 :2471 -::37
I .......;: =-. . -'-'-
~ --------.....--.....: -....-.......-......---------- :
I . I I ! I
I---~~~---------t f----~----------I I---~-----------.
rapaCIty h~~lYSIS Module:
loI/Sat: 0.04 O.~:2 ('.:?: 0.07 0.::7 0.:7
Lrlt Mo\e~: *+**
,Green/C1cle: 0.C7 0.-::8 (1.38 0.11 (l.4: (1.4:2
i olume/:a,c= 0.65 0.58 0.58 0.58 0.65 0.65
i
\ --------~-~:------~------~-: :---------------: :-----~---------: :------------~-~:
O.::t
O.~6
0.0:
0.:9
(1. ~9
***.
0.04
****
0.07
0.65
****
0.46
0.46
0.56
0.04 0.44
0.56 ('.65
(1.44
0.56
0.65
r-evel 0": ServIce Module:
i elay/Veh: -:;0.-::' 12.8 ::1.1 :2:'.3 1:2.6 :2:'.9 30.7 9.4 15.7 29."3 11.0 16.4
Delay Ad): 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
.^dJDel/Veh: 30.3 12.8 21.1 23.3 1:.6 :2:'.9 30.7 9.4 15.7 :29.3 11.0 16.4
ueue: 1 4 1 ..... 5 1 1 8 1 1 9 ~
'********************************************************************************
00097
, Trafflx System VersIon 6.3
f.c::
,-
( c ) 1991 DA
LIcensed to Kaku Assoclates
L919SM. IN
Mon May 11, 199~ 16:49:40
Page 4-1
1919 SANTA MONICA BOULEVARD UPDATE
EXISTING BASE
AM PEA. HOUR
Level Of ServIce ComputatIon Report
1985 HeM OperatIons Method
*****************************
* Base Volume AlternatIve *
A********~+**************~****************~*~*****************************~*****
Intersectl~n #~ :OTH STREET ~ WILSHIRE BL
********~.*********************************************************************
ycle (see': 60 CrItIcal Vol./Cap. <X): 0.912
Loss TIme (sec): 0 Average Delay (sec/veh): ~~.5
~ptImal Cycle: 180 Level Of ServIce: C
*****.*******~***********************************************************~*****
Approach: North Bound South Bound East Bound West Bound
Movement: L T R L T R L T R L T R
-----------:-------~----~~-: :~--------------: :-~-------~-----: ~---------------~
.....entrol: Left Phase Left Phase Left Phase Left Phase
RIghts: Incl ude Include Include Incl Lide
1 n. Green: 0 0 I) 0 I) 0 0 0 0 I) 0 0
~ anes: 1 0 1 0 1 1 0 (1 1 0 1 0 1 1 0 1 (I 1 1 0
-------~----:---------------: :---------------: :---------------: :---~~----------:
elume Mod Jl e:
inItlal Vol: 98 :11 90 II:"I::" 36:' 1:"..... 36 983 110 11: 757 51
...J-J ...J_
Growth Ad]: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 1 . 00
CE AdJ: 1 . 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 1. 00 1.00
LF Ad] : 1 . 00 1.00 1.00 1.00 1.00 1.00 1.00 1.05 1. 00 1. 00 1.05 1.00
User AdJ: 1. 07 1.07 1. 07 1.07 1.07 1.07 1. 07 1. 07 1. 07 1. 07 1.07 1.07
[ InCl.I Vol.: 105 ~26 96 166 388 56 39 1104 118 120 850 55
~ -----------:--------------- ~ ;---------------: :-------------~-~ :---------------:
C:aturatlon Flow ModLlle:
at/Lane: 18(l0 1800 1800 1800 1800 1800 1800 1800 18(10 1800 1800 1800
MdJLlstment: 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 ('.78
Lan e 5 : 1 . (H) 1.00 1.00 1.00 0.87 0.13 1.0(' 1. 81 0.19 1.00 1.88 0.1::
lncal Sat. : 1404 1404 1404 1404 1::8 176 1404 ~5:-8 270 1404 :6::9 169
. ~----------~~--------------: :---~-------~---: :~-----~~~------: :------~--------~
r-apaclt~ ~-alysls Module:
I Ql/S~t: 0.07 0.16 0.07 0.1~ O.~= 0.3= 0.03 0.44 0.44 0.09 0.:': 0.~~
'Cr 1 t Moves: ***iI- ***..,. **** ****
~reen/Cycle: 0.08 0.:5 0.:5 0.18 0.35 0.:'5 0.04 0.48 0.48 0.09 0.5:' 0.5:'
l olLlme/Ca~: 0.91 0.65 0.:8 0.65 0.91 0.91 0.61 0.91 0.91 0.91 0.61 0.61
-----------:~---~----------: ~---------------~ :----------~~---: ~-----------~---:
['evel Of SerVIce Module:
elay/Veh: 61.1 18.6 14.2 21.5 31.~ 7:'.2 3~.4 18.7 48.5 57.6 8.~ 15.6
Delay AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
'^dJDel/Ve~: 61.1 18.6 14.~ :1.5 31.~ 7~.2 ~~.4 18.7 48.5 57.6 8.2 15.6
, ueue: - 4 1 3 8 2 1 18 3 4 9 1
*********+**********************************************************************
~- 00098
TrafflX System VerSIon 6.3
<c) 1991 DA
Llcensed to Kaku Assoclates
1'7'19SM.IN
Mon May 11, 199: 17::'9::9
PClge ::;-1
1919 SANTA MONICA BOULEVARD UPDATE
EXISTING BASE
AM PEAt-=- HOUR
Level Of Servlce Computation Report
1985 HeM Oper~tlons Method
*****************************
* Base Volume Alternatlve *
~**~***.*.~******~*****************~****~***************************************
Intersect~on #3 :OTH STREET ~ SANTA MONICA BL
t*******+**********************************************************************
l/cle (se.::): 60 CrltIcal Vol./Cap. ex): 0.734
Loss Tlme (sec): <) Average Del ay (sec/veh): 1::.9
rJtlmal CYCle: 86 Level Of ServIce: B
; ~********~*********************************************************************
Approach: North Bound South Bound East Bound West Bound
t1ovement: L T R L T R L T R L T R
f .----------:---~-~-~~------~ :~--------~-----} :--~------------: :------------~--~
Luntrol: Left Phase Left Phase Left Phase Left Phase
Rlghts: Include Include Include InclLLde
I ,n. Gree-,: 0 0 l) 0 (I 0 l) 0 0 I) 0 (;
i ~nes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
---------~--:~~-------------: t---------------: :-------~-------: :------------~--:
I )lurne Mo:jule:
Inltlal Vol: 68 638 1.....~ 9~ 500 38 49 637 :6 48 748 ............
--' ----
Growth AdJ: 1.00 1 . 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00
I :E AdJ: 1.00 1.00 1.00 1.00 1 . (H) 1.00 1. 00 1.00 1. 00 1.00 1.00 1.00
;.~F AdJ: 1.00 1.05 1.00 1. 00 1.05 1.00 1.00 1. 05 1. 00 1.00 1.05 1.00
User AdJ: 1.04 1.04 1. 04 1. 04 1.04 1. 04 1.04 1.04 1. 04 1.04 1.04 1. 04
lnal Vo 1 a : 71 697 128 96 546 40 51 696 27 50 817 231
-----------:~---~-~--------: :-------~-------: :--~------------: :---------------:
C~turatlo-' Flow Module:
,t/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 180f)
HdJustmei1~: O.8~ 0.8~ 0.8: (J.8~ 0.8: 0.8::::' 0.8: 0.82 0.8: 0.8: 0.8::::' 0.8:'
Lan e s : 1.0(l 1.69 0.31 1.00 1. 87 0.1:: 1 . 00 1. 9:: 0.07 1.00 1. 56 0.44
Lnal Sat. : 1476 24C74 458 1476 2753 199 1476 2842 11 (I 1476 :301 651
-----~-----~-----------~~--~
I I I IF.
I---~------~--~-I 1---------------. ~--~-~--~-----~-1
-;paclty ~nalysls Module:
; Jl/Sat: 0.0'50.::::'8 (\.:'8 0.06 ('.:'0 0.:'0 0.(")': 0.:4 0.:'4 ().(\:. (1.:'5 0.:'5
~t-l t Mo\. E:: **** **** **** ****
freen/Cycle: 0.09 0.38 0.:'8 0.09 0.38 0.38 0.05 0.47 0.47 0.06 0.48 0.48
~lume/C~=: 0.5: 0.7: 0.7~ 0.7:: 0.5: O.5~ 0.7: 0.5~ 0.5: 0.5: 0.73 O.7~
L___________:~~_________~_~_: :________~__~_~~: :______~______~_: :_______~___~___;
r ~vel Of SerVlce Module:
L?lay/Ver-;: ::'.<) 14.4 2~.1 33.1 11.6 16.~ 4:.6 9.0 15.8 ~5.(' 11.::: 15.4
Delay Ad]: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
^-dJDel/Ve-d :-:::.0 14.4 22.1 3::.1 11.6 16.:' 4:2.6 9.0 15.8 :25.01t.::: 15.4
_Leue: 1 10 2 2 7 1 1 8 0 1 11 4
*************************************************~******************************
00093
TrafflX System Version 6.3
( C ) 1991 DA
Llcensed to Kaku ASSOCiates
J.919SM. IN
Man May 11, 199~ 16:49:4:
1919 SANTA MONICA BOULEVARD UPDATE
EXISTING BASE
AM F'EA~, HQUFi.
F'.3ge 6-1
Level Of ServIce ComputatIon Report
1985 HCM OperatIons Method
****************~************
* Base Volume AlternatIve *
~**************************************************.****************************
IntersectIon #4 :OTH STREET ~ COLORADO BL
**********~********************************************************************
fcIe (sec): 60 CrItIcal Vol./Cap. (X): 0.494
Loss TIme (sec): 0 Average Delay (sec/veh): 9.~
"~jtlmal Cycle: 45 Level Of ServIce: B
r ~*********************************************************~********************
~pproach: North Bound South Bound East Bound West Bound
~ovement: L T R L T R L T R L T R
-----------:~--------------: :---------------: ~---------------: :----~----~-----:
\"'ontrol: Left Phase Left Phase Left Phase Left Phase
rRIghts: Include Include Include Include
In. Green: (I 0 0 0 0 0 (I 0 I) I) 0 0
3.nes: 1 0 1 1 I) 1 0 1 1 (I 1 0 2 I) 1 1 0 1 1 0
---------~--:----~---~------: :---------------~ :-----~-~-------~ :~~---~---------:
01 ume Modul e:
lmtlal Vol:
Growth Ad J :
, CE Ad J :
'..i...F Ad J :
User AdJ:
'-lnal Vol.:
...
606
1 . 00
1 . 00
1.05
1. 16
738
1.00
1.00
1 . 1)0
1. 16
...
-
~ -----------:--------~------: :---------------: :~--------------: :---------------
faturatlon Flow Module:
at/Lane: 1800 1800
HdJustment: 0.88 v.8S
Lanes: 1.00 1.81
Inal Sat.: 1584 ~874
65
1.00
1.00
1.00
1. 16
75
1800
0.88
(I. 19
~94
:::8
1.00
1.00
1.00
1. 16
485
1.00
1.00
1.05
1. 16
591
1.00
1.00
1.00
1. 16
1800
0.88
0.09
137
...-
,-..
-::-...
-'':''
504
1.00
1.00
1.05
1. 16
614
ee
,J,J
1.00
1.00
1. 00
1. 16
64
1800
0.88
1.00
1584
31
359
1.00
1.00
1. 05
1. 16
437
19
1.00
1.00
1.00
1. 16
2=
1800
0.88
0.1(;
,
,
. ----------~:---------~--~--: :---------------: :~-----~--------: :--------------~:
1"'......
...J_
-r.,
-'-
1800
0.88
1.00
1584
1800
0.88
1. 91
3031
1 . 00
1.00
1.00
1. 16
27
37
1.00
1.00
1.00
1. 16
36
1800
0.88
1.00
1584
1800
0.88
1.90
:'016
r-apaclty hilalysls MO,jLd e:
wl/S.=.t: I). /~)() (J.~6 0.26 O.O~ O. 19 O. 19 (i.O~ 0. 19 0.04 0.0:2 (1... 14 O. 14
Crlt Move:: *'-Jot** **** **** ****
.f;reen /Cyc 1 e: (1. 0(1 (, t:""r'1I (l. 5~ 0.04 0.56 (>.56 0.06 0.::9 0.::'9 0.05 (1.38 0.38
_ II ..J~
i ()l ume/Cap: <).. :;5 0.49 0.49 0.49 (\ ~c 0.35 0.38 0.49 O. 10 0.49 0.38 O.~8
I . _....J
180(1
0.88
1.0(>
1584
1800
0.88
::.00
3168
. ---------~-:~--------------: ~---------------: :---------------~ ~---------------:
evel Of ServIce Module:
elay/Veh: 33.0 7.4 9.~ ::6.~ 5.7 6.8 ~2.1 10.8 8.9 ~5.6 10.6 12.6
Delay AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
^dJDel/Veh: 33.0 7.4 9.2 ~6.~ 5.7 6.8 2~.1 10.8 8.9 ~5.6 10.6 12.6
ueue: (I 7 1 1 4 II 1 6 1 1 4 (I
********************************************************************************
TrafflX System VerSIon 6.3
(c ) 1991 DA
~~ OOlOe
Llcensed to Kaku AssOcIates
:~':.~.I~....
1hu :'_ r 4, lc:.'~= 1'-': 11: ~'c
r -=:.,~ E- 1 - 1
1919 SANTA ~ONICA BOULEVARD UPDATE
EXISTING BASE
P-M F'EAt HOllR
Lev~l Of eervlce ComputatIon ~Eport
1985 HeM OperBtlons Method
***~~************~***~*******
* Base Volume Alternatlve ~
- ~**********.******************************************************************+
ltersectlon #5 CLOVERFIELD BL ~ SANTA MONICA 8L
**************~******************~********************************~*************
rycle (Ee=:: 6() Ct-ltlcal \)ol./Cap. (X): 0.6:21
:lSS Tline (;::.ec): 0 Aver...ge Delay (sec!veh): 8.:'
uptlmal C.cle: 60 level Of Servlce: B
**~******.***~*****~*************~**~************************************~*****+
, .Jproach: North Bound South Bound East BOt.lnd West BOLlf"'ld
; :Jvement: L T R L T R L T R L T R
---~--------:-----~---------: :---------------: ~------~------~-~ :---------------:
--:mtrol : Left Phase LEft Phase left Phase Left Phase
19hts: Include Include Include Include
MIn. Gre-e-: 0 I) 0 0 0 (l 0 (J I) (l I) (,
I CInes: 1 (, 11 (l 1 (l i) 0 (I (: l) 0 1 1 0 1 0 ..., I) (I
.. -
----~~---~-:~--------------~ :----------~--~-~ :--------~------: :-----~---------:
l..'oll,me Mc~ule:
nltlal Vel: 4::'0 I) lO~ 0 0 0 707 ]~9 141 874 ,-,
w_ I_
row<l:.h Ad:: 1.00 1 . (10 1. 00 1 . 0(1 1 . (H) 1.00 1.00 1.00 1.00 1. (10 1.00 1.00
peE AdJ: 1 . (1(1 1 . 0(1 1.0(1 1 . .)(~ 1.00 1.00 1 . 00 1.00 1.00 1. C'O 1.00 1.0()
,"'LF Ad] : 1.05 1.00 1.05 1 . 00 1. on 1.00 1 . 00 1.05 1 . 0(1 1 . (10 1.05 1.00
ser AdJ: 1. L~ 1. 1~ L 1~ 1. 1:2 1. 1: 1. 1: 1. 1~ 1. 1: 1. 1: 1 1: 1. 1: 1. 1:
.. ,
r-lnal Va 1 . : 494 (I :15 " (1 0 (l 831 368 158 10:8 0
:---------~~:-----~---------: :--------~------: :---------------: ~---------------:
J ~~turCltlo- Flow Module:
Sat IL~r'e: 1 '3('(' 1800 18r)(> 10,-",-, 15')(' 18(10 18(1(' 1800 1 90(' 1 8 (If) 1800 1S0!)
w _ _
jJllstmen'":: 1).89 i).89 0.89 ('.89 0.89 ('. 8'7 0.8Q 0.89 0.89 (1 89 O. 89 0.89
~nes: ...., ('9 f:'.OO O. 91 (j I CI(~ ,-, . (1(1 O. (I() O. (le 1. -:9 0.61 1 (1(1 ~ 00 I). OC'
-. - . -.
Fl ~ ~ 1 c-..... : ::::'47 0 1459 r"l (1 (, 0 2~:[) 98'1- 16'):' :':')4 I)
_'C'-'- .
, ,
------------.-----~---------,
, , ,
I~-~------------I ,---------------1
\....apc.: l: " -~i21 Y::l s Mcdul e:
\,1.:;1/52"':. :
r r 1 t Mo, E =: :
~ II 15 (:.. (1(1 (I II 15 (I I; l: I:'
~reen;Cic:e: 0.:4 0.00 0.~4
.~.alume!C~=: (~at= 0.00 O.~:
; --~----~---:--~------------:
(, II r)~~l
~). \)'..'
l= . " c' . ~ -\- - , {) '" (J(' {). ~...,. ~7 , 1': (\ ~~ , - '[-
" . I - _' i I - , . -'- .
*+** -If-**-l'- ".c-".
('. (\(! (1. OC' [ - I I - )":"1 (1. 6(1 (, ::.CI 1 6 ( . . 76 [), 7~:
- . - . , " - .
0 ( -1. j (, 0(' r) ;:1(l 0 t: 0 6: { , L"'" 0 4: 1-' (1'='
. . . . . . ....~ .
..*~+
1 1 t ~ i: 1
I-----------~~~-~ 1---------------. ---------------"
L2vel Q~ =e'vlcE Module:
Inel~Y!VE~: It.e 0.0 18.1 0.0 0.0 0.0 0.0 6.5 7.: :1.4 ~.O 0.0
elay Ac~: 1.00 1./)0 1.1)(1 1.(':' 1.(H) 1.0eJ 1.00 1.0(\ 1.00 1.00 1.1)(1 1.(1')
'l-Id,JDel/'/e-: 16.80.018.1 (l.l) ('.(, 1).0 ('.C' 6.5 7.~ :1.4 :.0 0.("'
DLleLle: 7 f) 3 I) (1 (1 (1 8 4 ~ 5 (\
{ *****"**~~*********************4**************~********************************
Traffl~ System VerSIon 6.~
( c ~ 1991 DA
LIcensed to ~a~u Assoclates
00101
(4) DIrect staff to develop approprIate forms of deed
restrictions as needed to
implement the Program
GU1delines.
Prepared by: Jeff Mathieu, D1rector of
Resource Management
Paula Burrier, Manager
Houslng and Redevelopment Division
Mary Strobel, Deputy City Attorney
Barry Rosenbaum, Deputy City Attorney
Robert Berry, Senior Administrative
Analyst
10
1919SM. ItJ
Man May 11, 199: 16~58:56
Page 4-1
1919 SANTA MONICA BOULEVARD UPDATE
EXISTING BASE
F'M F'EA~ HOUR
Level Of ServIce ComputatIon Report
1985 HCM Operatlons Method
*****************************
* Base Volume AlternatIve *
~********~**********************************************************************
IntersectIon #~ :OTH STREET ~ WILSHIRE BL
+******************************************************************************
'-Iele (see): 60 CrItIcal Vo1./Cap. (X): 0.9:23
Loss Tl me (see): (J Average Del ay (sec Iveh) : :3.5
ltlmal Cycle: 180 Level Of Servlce: C
f******************************************************************************
Approach: North Bound South Bound East Bound West Bound
~~vement: L T R L T R L T R L T R
---~-------:-------~-------: :---------------: :---------------: :---------------:
,-ontral:
RI ghts:
In. Green:
_ _~nes :
Left Phase
Include
o I) l)
1 0 1 0 1
Left Phase
Include
I) 0 0
10010
Left Phase
Include
01)0
1 0 1 1 0
Left Phase
Include
o 0 0
1 0 1 1 0
------------:-------------~-r :-~----~--------: :---------------: :---------------:
:Jlume Mod LII e:
InltIC~l Vol: 67 -.-,,::: 14(1 108 359 38 37 1019 46 86 800 44
__I-L:::J
,Growth AdJ: 1.00 1 . 00 1 . l)(I 1 . 00 1. 00 1.00 1.00 1.00 1. 00 1.00 1.00 1.(1)
; :E AdJ: 1 . 00 1.00 1.00 1 . 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
'.'L..F Adj: 1.00 1.00 1 . 00 1.00 1.00 1. 00 1. 00 1.05 1.00 1.00 1. 05 1. 00
User Adj: 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17
" Inal Vol.: 78 381) 164 1=6 420 44 43 1252 54 101 98;:, 51
~----------:------~--------: :---------------: ~~--------------: :~--------------:
r"3tura.tIon Flow Module:
3t/Lc.ne: 1800 1800 180(1 1800 1800 1800 1800 1800 1800 1800 1800 1800
Adjustment: 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78
Lanes: 1 . 00 1. (1) 1.00 1.00 0.90 0.10 1.00 1. 9~ 0.08 1.00 1.90 0.10
lnal Sat. : 14\)4 1404 1404 1404 1~7(l I:A 1404 2692 116 1404 :668 140
--~----~---:----~----------~ :--------------~: :----------~----: ~--------~~-----~
apClcIt')' t=.nalysls ModLrle:
=,1 /Sc.t: 0.06 (\. ~7 O. 1: 0.09 r).3::: 0.3:' (I. 0:' 0.46 0.46 0.07 0.37 o. ~-.
- I
Cr- 1 t Move=: **** **** **** ****
r-reen/Cycle: 0.06 0.:'1 0.:'1 o. 10 0.:'6 0.36 0.04 0.50 (1.50 0.08 0.54 (",54
.::11 1...\ me f Ca; : (1. 9~ 0.86 0."37 Cl.8t O.9~ (1.9: 0.69 0.9: 0.92 0.9:2. 0.69 (~. 69
---------~--:~-----~~-~--~--: :----~----------: ~---------------: :~------~~~-----~
evel Of SerVIce Module:
_elay/Veh: 7~.9 ~6.0 1~.5 45.8 ~1.8 85.5 38~8 18.4 74.5 65.4 8.8 ~~~7
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
i'djDel/Veh: 7:.9 ~6.0 12.5 45.8 31.8 85.5 38.8 18.4 74.5 65.4 8.8 22.7
..leLle: :. 7 2 ::; 9 :. 1 20 2 :3 1 (1 1
********************************************************************************
r
~ 00103
, -
, TrafflX System Verslon 6.3
L
( c ) 1991 DA
LIcensed to ~aku ASSOCIates
l-,l19SM. IN
Man M~y 11t 199: 17:41:37
F'~ge :-1
----------~------------~-------~~-------------~-~---~-----------~-----~---------
1919 SANTA MONICA BOULEVARD UPDATE
EXISTING BASE
F'M PEA. HOUR
-------------~--~~-------------~-----~-----~-----------------------~----------
Level Of Servlce Computatlon Repo~t
1985 HeM Oper~tlons Method
*****************************
* Base Volume Alternatlve *
~*********~*********************************************************************
Intersectlon #3 :OTH STREET & SANTA MONICA BL
, *****************************************************.************************
( 'cle (sec): 60 CrItIcal Vol./Cap. (X): 1.098
Loss Tune (sec): 0 Average Delay (sec/veh): 6:.6
rltlmal Cycle: 180 Level Of SerVIce: F
" r******************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L T R L T R L T R l T R
. -----------:-----------~---: :---------------: :----------~----: :---------------:
L,..mt~ol : Left Phase Left Phase Left Phase Left Phase
RIghts: Include Include Include InclLlde
I n. Green: 0 0 0 0 0 I) 0 0 (> 0 0 0
1 tnes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 (I 1 0 1 1 0
--~---------~----------~~---: :~~-------------: :---------------: :---------------:
l ) 1 LIme Modul e:
initIal Vol: :17 448 95 96 747 110 '37 1302 92 78 1:13 221
Growth AdJ: 1.00 1. 00 1.00 1 . 00 1. 00 1.00 1. 00 1.00 1.00 1.00 1.00 1.00
I, :E Adj: 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
.._F Adj: 1.00 1.05 1.00 1.00 1. 05 1.00 1.00 1.05 1. 00 1.00 1. 05 1.00
User AdJ: 1.08 1. 08 1. 08 1. 08 1.08 1. 08 1 ~ 08 1. 08 1.08 1.08 1.08 1.08
,. .nal Vol. : 234 508 103 104 847 119 40 1476 99 84 1489 239
.
~ -----------:------~--------: :---------------: :---------------: :--~------------:
~"\turatIon Flow ModLlle:
3.t/Lane: 1800 18(H) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800
I-1djustment: 0.82 o.e: 0.82 0.8: 0.8: 0.82 0.8: 0.8: o.e: 0.8:? o.e: o.e:?
Lanes: 1.00 1. 66 O. :'.4 1.00 1. 75 ().. :5 1.00 1. 87 0.1: 1.00 1. 7: (1.:8
.nal Sat. : 1476 :456 496 1476 :2589 363 1476 '2766 186 1476 :544 '::'08
---~---~---:----------~----~ ~-~~~-----------: :--------------~: :---------------
, "p,:lCIty Ar,alysIs Modul e:
JI/Sat: O. 16 0.:1 0.:'1 \:1. CY7 O. -- f) a -- (~. (I: 0.5:- ('. 5~ 0.06 0.59 (t...S9
-' - - -
CrIt Move=:: **** **** **** ~~~*
Green leye 1 e: n. 14 ().33 (). :;:: O. 11 ('.3() (I. -::;Cl (I. (l~ ('.. 5(J 0.50 0.05 (). 5"3 0..5-::
Jlume/Cc:;p: 1. 10 0.63 0.63 0.6'3 1. 1(1 1. 10 1. 10 1.06 1.06 1.06 1. 10 1. 10
~-------~-~-:--------------~: :~~----~~~~-----: :---------------: :---------------~
, 2vel Of ServI ce Modul e:
?lay/Veh: 104 14.2 18.1 '24.6 75.1 1:4.: 190 48.3 107.4 124 64.1 9~.6
Delay AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
~~JDel/Veh: 104 14.2 18.1 ~4.6 75.1 124.: 190 48.3 107.4 124 64.1 95.6
Jeue: 10 7 2 2 29 6 3 41 5 4 50 11
********************************************************************************
~ 00104
TrafflX System Verslon 6.3
( c ) 1991 DA
LIcensed to Kaku AssOcIates
1 iI9SM. IrJ
Men May 11, 199: 16:58:59
PClge 6-1
1919 SANTA MONICA BOULEVARD UPDATE
EXISTING BASE
PM PEAt' HOUR
Level Of Servlce Computatlon Report
1985 HeM Operations Method
*****************************
* Pase Volume Alternatlve *
~~******************************************************************************
IntersectIon #4 :OTH STREET & COLORADO BL
~ ******************************************************************************
C. cle (see): 60 CrItIcal Vol./eap. (Xl: 0.571
Loss Tl me (sec): (J Aver age Del ay (see Iveh) : 10.4
r~tlmal Cycle: 53 Level Of ServIce: B
~ ******************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L T R L T R L T R L T R
. -----------:-------~~------: :---------------: :---------------: ~---------------:
L..Jntrol:
RIghts:
tn. Gr eer. :
l n es:
Left Phase
Include
o (J
101 1
o
o
Left Phase
Include
(J 0
1 0 1 1
o
o
Left Phase
Include
l)
o
o
o
Left Phase
Include
I) 0
1 0 1 1
o
o
1
......
~
o
1
------------:--~------------: ~---------------~
I I' I
I---~-----------. .--~----------~-I
~ ) 1 LIme Nod' ul e :
lnltlal Vol: :6 374 17 17 753 17 38 579 98 60 376 ....-
~~,
Growth Ad;: 1.00 1 . (10 1.00 1 . 0<) 1. 00 1.00 1.00 1. 00 1.00 1.00 1.00 1.00
F ;E Ad;: 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 1. 00 1.00
, _F AdJ: 1.00 1.05 1.00 1.00 1.05 1. 00 1. 00 1. 05 1.00 1.00 1.05 1.00
User Ad] : 1. 14 1. 14 1. 14 1. 14 1. 14 1. 14 1. 14 1. 14 1. 14 1. 14 1. 14 1. 14
r na1 Vol. : 30 448 19 19 901 19 43 693 112 68 450 26
- ----------~---------~-----: :-------~-------: l---------------: ~---------------~
f'''l.turatlor Flow ModLlle:
~ \t/Lane: 180r) 1800 1800 180('1 1800 1800 1800 1800 1800 1800 1800 180(\
t-oJJustment: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
Lanes: 1 . 00 1.9~ ('. 08 1.1)0 1.96 0.04 1.0t) 2.00 1 . (ll) 1.00 1. 89 O. 11
I nal SCl t . : 1584 :'037 131 1584 3101 67 1584 3168 1584 1584 ~994 174
-----------:-~---~~--------~ ~------~--------: :---------------~ :-------------~-~
"pacl tf ~n~lysls Module:
~ Jl/Sat: 0.0: (i. 15 O. 15 0.01 0.:9 (1. :9 0.0:: 0.:: 1).07 0.04 O. 15 O. 15
tnt MQ.....e::;: **"** **** -It-*** ****
Gr-een/C,cl e: o. (\3 0.51) 0.50 (1.04 0.51 0.51 0.07 (1. :'8 0.:'8 0.08 0.:'9 0.:'9
, )1 Llme/Ca;:. ; 0.57 0.~9 0.:9 0.29 0.57 0.57 0.:'9 0.57 0.18 0.57 0.-::9 0.39
, --~--------:~~------~~-----: ~----~----------~ :----------~---~: :---~--~---~~~--~
~vel Of ~ervlce Module:
· ~lay/Veh: -:'1.7 6.8 7.5 ::.~ 8.: :1.7 :1.7 11.8 9.5 ~5.~ 10.3 1:.0
Delay AdJ; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
~1;Del/Veh: 31.7 6.8 7.5 22.~ 8.: 21.7 21.7 11.8 9.5 25.2 10.3 12.0
I leue: 1 4 0 0 9 0 1 8 1 1 5 (I
********************************************************************************
00105
TrafflX System VerSIon 6.3
(c) 1991 DA
Llcensed to Kaku Assoclates
~ ...: 1 C :"'-". : ~ ~
l~u ~~n 4, 100: I" :1~::=
F'a';)t? 1-:
lQ19 SAN1A MONICA BCULEVARD UPDATE
EXISTING BASE
PM PEA. I-lOUF.
Level Of Service Computation Repcrt
1085 HCM Oper~tlons Method
~***************~**.++******.
~ Base Volume Alternative *
~*.**.+*********************************+********.*************************+****
-ntersectlon #5 CLOVERFIELr BL ~ SANTA MONICA BL
****.++.*~*+*~*****************+***~**.**************.*************************.
r:ycle (see): 6\) Crltlc21 Vol.iCap. (X): 1).630
_05S TimE (sEe): 0 Average Delay (sec/veh): 7.6
Jptlffi~l Cycle: 62 Level Of Servlce: B
*****************.*********************+***********************************+++**
~pproach: North Bound South Bound East Bound West Bou~d
1oveme;-,t: L T R L T R L T R L T R
-----~-----~:--~---~--------~ :------~~-------: :---------------~
~---~-----------,
, ,
''':ontrol:
"1 ghts:
M 1 n . GI- een :
LClnes:
Left F'heose Left Prl.:.se Left Ph a s e Left F'hClsE
InclLlde I nc hIde Include Include
(\ (I i) (I (I C' (I 0 0 (~ (. (I
-'
1 c' 1 I I) 1 I) 0 (l I) (1 !) I) 1 1 1) 1 1) 2 \) (".
.-
-----~-~----:-----------~---: ~-----~---------: :---------------: :-----~-~-------:
Va 1 LH1H2 t'l,::jule:
nltlal V:::-l: ~,~(l <) ~~6 0 (\ (\ (\ 909 ':69 117 OC:I"""\ (-I
- _"-- "
irowth AdJ: 1 . (J(1 1 . 0(1 1. Or) 1 . 00 1.00 1.00 1.1)0 1 . (lO 1 . 0(1 1.00 1.00 1.00
FeE AdJ: 1. (1(1 1.00 1.00 1.00 1. (\0 1 . (ll) 1. (\0 1.00 1.00 1 . 00 1.00 1 . 00
"1LF AdJ: 1.05 1 . 00 1.05 1.00 1.00 1.00 1.00 1. 05 1 . 00 1.00 1.05 1.00
lser AdJ: 1. ('8 1.08 1 . oe 1.08 1 . 08 1.08 1.08 1.08 1.08 1.08 1 . 08 1.08
t=lnal Vol. : -::'97 0 :68 (I (I (I I) 1031 291 126 1080 f)
~------------:---------------: ' , :------------~--~ .---------______1
I---~-------~---l , I
watureltlon Flow Module:
Sat/Lane: 18(J(! 18(11) 180C' 12'0(1 180(1 18(1() 1 8(~(J 12('(1 1800 1800 1800 leC;(,
,dJustmert: 0.89 0.89 0.89 0.89 0.89 \~!. 89 O. 89 1).89 0.89 0.89 0.89 I.'. eq
an E'S: 1. 79 (1. (1(1 1. :1 1).00 ,) . 00 (~. (..:, (1.00 1- =: ~. O. 44 1 . (ll) ~. (J(' '~II ()(!
FlnCll c-+- . :87') 0 19::6 (1 (I C- O :5\~-.() 704 160:2 :':2(14 .
'- -=' \,.. . . .
---~---~----~---------------: ------~~------- --~--~-----~--- :-------------~~
:...ep=,,= 1 t T >=,;r,i<l , =1 -:; MD.jU 1 - :
\...c! .iC- ... ~ 1 - I 1 4 (1. ( - 11 - ; 1 4 - " - c. .0':) - , " - , 1 (t. .d 1 i - 05 (. ~ 4 - , - ,-
_ co - - . " " . I ! . '. - , . 1 - - , - i - . .,. . - . - - -
rl 4- M-' ~5 : **** *+** ..,+~* ****
'- - ,
_ rEe" ;: 1 2: I '"' """\ ( I 00 ( - -, (J. - ~ - I ( 00 . (H i ~., l- . - ~b (, . t..b i) . 1 ~ 1 -e 7E
- ) , . -- - . . -- l - . . . \ _1. -' . .
\"jl UF11e .- -..... I - - i - 0' - 1 I) . t~ {) . (1(J '-j OJ) (, (~I'-~ P (ir:"' . ~ o. 6~ I", 6~ (I C Oi:.
'-~i-' ~ - . - - - . . . - . - . \ " . t: - -' . -' . .... -'
--~---~----~~~---~---------: --------------- --------------- l---------------
Level Of SEr~lC2 Module~
rJelay/'Jet-,: 17.8 0.0 18.4 0.0 (1.0 0.0 0.(1 5.: 6.6 ~:::.5 1.8 (i.-,
'slay Ad]: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
~dJDel/VEh: 17.8 0.0 18.4 0.0 0.0 0.0 0.0 5.~ 6.6 :23.5 1.8 0.0
Queue: 6 I) 4 () 0 (I I) 9 :. "'" 5 (I
******************************************************************************+
OOIDS
TrafflX System VerSIon 6.3
(c) 1991 DA
LIcensed to Vaku AssoClates
l .,11 oSM. IN
Tue May 12, 1992 09:59:59
Pi"ge :::-1
1919 SANTA MONICA BOULEVARD UPDATE
YEAR ~OO= CUMULATIVE BASE
AM PEA. HOUR
Level Of ServIce Computation Report
1985 HeM OperatIons Method
******~**********************
~ * Base Volume Alternative *
~****~*******~~*~*~***************~*********************************************
Intersection #1 17TH STREET ~ SANTA MONICA BL
iCt**************~*********~****************.************************************
("ele (see): 60 CrItIcal Vol./Cap. (X): 0.804
Loss TIme (see): 0 Average Delay (sec/veh): 17.5
r-,tImal Cycle: 116 Level Of ServIce: C
· t***********~.*.~**************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L T R L T R L T R L T R
-----------:-~-------------: :-~~---~--~~--~-: :-~~~~----------: :-----------~---:
l...:mtrol :
RIghts;
r : n. Green:
I \nes:
Left Phase
Include
o (I 0
1 (I 0 1 0
Left Phase
Include
l) (> (I
10010
Left Phase
Include
o l) 0
1 0 1 1 0
Left Phase
Include
000
1 0 1 1 0
------------:----~-~~--~----: :---------------: :--------~------: :--~------------:
)1 ume Module:
lnItIal Vol: 68 30~ 43 101 375 45 67 77: 44 40 871 106
Growth Ad] : 1.00 1.00 1.00 1.00 1.00 1 . 00 1.00 1.00 1.00 1.00 1.00 1. 00
, ::E Ad] ; 1 . 0(1 1 . 0(1 1.00 1.00 1 . 00 1.00 1 . (Il) 1 . 00 1.00 1.00 1.00 1.00
. _F AdJ: 1.00 1.00 1.00 1.00 1 . 00 1.00 1.00 1. 05 1 . 00 1.00 1.05 1.00
User AdJ: 1.06 1.06 1. 06 1.06 1.06 1 . (16 1.06 1. 06 1.06 1.06 1. 06 1.06
""~nal Va 1 . : 72 320 46 107 398 48 71 859 47 42 969 112
-----------:---------------: :---------------: :---------------: :---------------:
~atLlratI on Flow ModLll e:
:It /Lane: 1800 1800 1800 1800 1800 1800 1800 18(1) 18(1) 1800 1800 1800
HdJ Llstmen t: 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78
Lanes: 1.00 0.88 (I. 1: 1.00 0.89 0.11 1 . 00 1.9(' O. 10 1.00 1. 79 O.~l
lnal Sat. : 1404 1'2:9 175 1404 1::54 150 1404 ~663 145 1404 :516 ~9:2
I t I r << I I I
-----------.--~------------I I-----------~-~-I .--~--------~---I I------------~~-I
..... ~p CI e I t y AnalYSIS I'"lod u 1 e :
, :)l/Sat: 0,05 0.'26 0.::6 0.08 0.::2 o. -r-, (, II f)5 o. -r-, o. -"'" 0.0:: 0.::9 (1.39
-'- -- -'-
LrIt MO'-Ie s: -4-*** **** **** ***"*
,Green/eye 1 e: 0.06 0.::5 0.::5 o. 10 0.:'9 0.39 0.06 0.5() 0.50 0.05 (1.48 0.45
"Jlume/Ca;:.: 0.8f) u.74 0.74 (.l.74 (J.8') l).81:1 0.80 0.65 0.65 0.65 0.80 0.8(1
:~---~-------:--~------------~ :----~--~~------: :~-~--~---------: ~-------~---~~--:
: ",vel Of ServIce Module:
: ?lay/Veh: 47.:: 17.4 35.9 31.7 18.9 47.1 47.5 9.5 :21.0 35.0 13.1 ~8.7
Delay AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
~dJDel/Veh: 47.~ 17.4 35.9 31.7 18.9 47.1 47.5 9.5 ~1.0 35.0 13.1 ::8.7
-Leue: 2 5 1 2 7 1 2 10 1 1 14 ......
'**************************~********************~********************************
00107
f. Traffix System VerSIon 6.3
(c) 1991 DA
LIcensed to Kaku ASSOCIates
"
. ;
'~.l 919SM. IN
Tue May 1:, 199: 10:00:00
Page 4-1
1919 SANTA MONICA BOULEVARD UPDATE
YEAR :OO~ CUMULATIVE BASE
AM PEAk HOUR
Level Of Servlce Computatlon ~eport
1985 HeM Operatlons Method
**************~*****~********
* Base Volume AlternatIve *
~*****~***~********************************~********~***************************
Intersectlon #~ ~OTH STREET & WILSHIRE BL
*******************************************************************************
r ycle (see): 6iJ CrltIcal Vol./Cap. (X): 1.1:7
Loss T1me (see): 0 Average Delay (~ec/veh): 60.6
......ptl mal eycl e: 180 Level Of SerYl ce: F
*******************************************************************************
Approach: North BOLlnd South BOLlnd East Bound West Bo...md
Movement: L T R L T R L T R L T R
-----------:~--~-----~-----: :----------~----: :---------------: :-----------~-~-:
~antrol : Left Phase Left Phase Left Fhase Left Phase
Rlghts: Include Include Include Include
In. Green: 0 I) I) 0 <) 0 I) (I 0 0 0 I)
anes: 1 0 ...... I) 1 1 0 (I 1 I) 1 I) 1 1 0 1 0 1 1 0
...
-----~~--~--:---------------: ~-------~~------: :------~~~~~----: :---------------~
alume Module:
lnltlal Vol: 117 245 110 180 4........, 60 4~ 1:4::: 1-'" 161 10:;0 59
....... ;.-
Growth AdJ: 1 . (10 1.00 1.00 1 . 00 1 . 0(1 1.00 1.00 1.00 1 . 00 1. 00 1.00 1.00
CE AdJ: 1 . 00 1.00 1 . 00 1.00 1.00 1.00 1. (H) 1.00 1.00 1. 00 1.00 1.00
; LF AdJ: 1.00 1.05 1.00 1.00 1.00 1.00 1.00 1.05 1.00 1.00 1.05 1 . 00
User AdJ: 1.07 1 . 07 1. 07 1.07 1.07 1. 07 1.07 1.07 1. 07 1.07 1.07 1. 07
- 1 na.l Vol.: 1~5 275 118 193 45: 64 45 1397 141 172 1157 6~
-'
-----------:---------------: :-----~----~----: :---------------: :----------~----:
C;;aturc:tlon Flow Module:
a.t /Lar,e: 1800 1800 18(10 1800 1800 18(H) 18(10 18uO 1800 1800 1800 180(J
HdJustrrent: 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78
Lanes: 1.00 :: 'I ()(1 1 . (II) 1.00 0.88 O. 1 ~ 1 . (,(' 1. 8: o. 18 1 . 00 1.90 [). 10
Inal ~a t. : 1404 ~808 14\)4 1404 1~:9 175 1404 :55r) ::58 1404 2663 145
----~---~--:---------------: :---------------:
J ~_______________
, I
(-apaclty Anc:lysls
, aI/Sat: 0.09
Crlt Neves: *+**
Green/Cycle: 0.08
'01 LIme/Cap: 1. I""""':
1'>1odul e:
l). 1 (1 0 . (IE,
('. 14
0.37
****
0.-::-::
1.1:'
0.-::-::
u.-:'7
n.o-:: 0.55
u.55
****
0.49
1. 13
0.1: 0.4-::
****
(I. 11 (1.55
1. 13 O. 78
('.4-::
0.17
0.58
O. 17
0.50
I). :4
0.58
1.1::
o. (14 (1. 49
0. 7e 1. 1 :.
,.).5=:.
()... 78
---------~-:--------~~-----: :---------------~ :---~~-----~----: :----------~--~-;
_evel Of Servlce Module:
~elay/Veh: 14~ 19.0 18~8 17.5 98.9 171~~ 53.9 79.9 1~9.4 1~9 10.1 33.1
Delay AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1dJDel/Veh: 14~ 19.0 18.8 17.5 98.9 171.3 53.9 79.9 1~9.4 1:9 10.1 33.1
lueue: 7 4 2 :; 19 4 1 5~, 8 9 15 2
********************************************************************************
l
00103
TrafflX System Version 6.3
(c) 1991 DA
Llcensed to Kaku ASSOCiates
L -n 9SM. IN
Tue May 1:, 199: 10:GO:Ol
Page 5-1
1919 SANTA MONICA BOULEVARD UPDATE
YEAR :uO: CUMULATIVE BASE
AM PEAt, HOUR
~------------~~~-----~-----------~~----------~-~-------------------------------
Level Of ServIce Computat1on Report
1985 HCM OperatIons Method
*********************~*******
* B~se Volume Alternat1ve *
~~******************************************************************************
Intersect10n #3 :OTH STREET & SANTA MONICA BL
********~*****************************************************~****************
/cle (se.::): 60 Cr1t1cal Vol./Cap. ex): 0.908
Loss Tlme (sec): 0 Average Delay (sec/veh): :1.4
r~tlmal Cycle: 180 Level Of SerV1ce: C
.******************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L T R L T R L T R L T R
-------~-~-:-~-------------: ~---------~-~---: :-~~~~---~--~~--~ :----~-~~-----~-:
I....wntrol:
Rights:
In. Green:
:'lnes:
Left Phase
Include
(100
1 0 1 1 0
Left Phase
Include
I) (} 0
1 0 1 1 0
Left Phase
Include
o 0 0
10110
Left Phase
Include
000
1 0 1 1 0
-----~-~----~---------------: :~--------------: :~---~----~-----: :--------~~-----:
"Jlume Module:
.Lnltlal Vol: 118 748 143 109 609 50 59 793 48 56 1005 ~58
Growth Ad): 1 . 00 1.00 1.00 1.00 1.00 1 . 00 1.00 1.00 1.00 1.00 1.00 1.00
CE AdJ: 1.00 1.00 1.00 1.00 1.00 1 . 00 1.00 1.00 1.00 1.00 1.00 1.00
....F AdJ: 1.00 1.05 1.00 1 . 00 1.05 1.00 1.00 1. 05 1.00 1.00 1.05 1.00
User AdJ: 1.04 1.04 1. 04 1.04 1. 04 1.04 1.04 1. 04 1.04 1.04 1.04 1. 04
- lnal Vol. : 123 817 149 113 665 52 61 866 50 58 1097 268
--~--------~---------------: :~--------------: :---------------: ~---------------:
C'aturat1on Flow ModLlle:
at/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 18('0
HdJLlstment: 0.8: O.8~ 0.8: 0.8~ O.8~ 0.8: 0.8: 0.8: 0.8: 0.82 0.82 0.8~
Lanes: 1 . (ll) 1. 69 0.::1 1. (II) 1. 8S I). 15 1.0(' 1. 89 0.11 1.00 1. 61 0.:9
lnal Sa t. : 1476 ~497 41::"1::" 1476 :2 T:' 8 :14 1476 :2791 161 1476 237: 580
...J..J
-----------~---------------: :---~-----------: :-----~-~~-~~---: :---------------:
.~.apacl ty ~ncd )'51 S Module:
ol/S2t: 0.08 Cl _"""T 0.:::: o.oe 0.:4 0.:24 (1.04 0.::1 0.31 0.04 O.4t 0.46
, -'..
Crlt Mave~: **** **** **** ****
r,r-een/Cyc 1 e: 0. 11 0.:'6 0.36 O. (18 (). ~:: O. ~~ G.05 0.49 0.49 0.06 0.51 0.51
- -
Dl I_tme/Ca=: O. ....,.~ 0.91 0.91 0.91 () ~ 7: ').73 0.91 0.6: 0.63 0.6-:: 0.91 0.91
I _,
----~~--~--~---------------: ~----~--~--~----: :-----~---------: :---------------:
evel Of SerVIce Module:
elay/Veh: 30.0 ~3.3 45.5 58.3 15.8 ::4.1 76.4 9.:' 18.5 :29.8 17.7 31.5
Delay AdJ: 1.00 1.00 1.00 1.00 1.uO 1.00 1.00 1.00 1.00 1.00 1.00 1.00
^dJDel/Veh: 30.0 ~3.:' 45.5 58.3 15.8 34.1 76.4 9.3 18.5 ~9.8 17.7 31.5
Lleue: _, 1 5 4 ~. 1 0 1 ~ 1 (I 1 1 18 6
***************I****************************************************************
00109
TrafflX System Verslon 6.3
(c) 1991 DA
L1censed to Kaku ASSOCIates
1 -?19SM. 1tJ
Tu~ May 1~, 199~ 10:00:u:
Page 6-1
1919 SANTA MONICA BOULEVARD UPDATE
YEA~ ~U02 CUMULATIVE BASE
AM PE~; HOUR
Level Of ServIce ComputatIon Report
1985 HeM Operatlons Metho~
*************************.~**
* Base Volume AlternatIve *
~******~.*.********~****************************************~*******************
IntersectIon #4 ~OTH STREET ~ COLORADO 8L
****~**********~*~************~************************************************
y'cle (sec): 60 CrItIcal Vol./Cap. (X): 0.799
Loss TI me (sec): 0 Average Del ay (sec/veh): 13. 1
n~tImal Cycle: 113 Level Of ServIce: B
*******************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L T R L T R L T R L T R
--~--------:-~-~------~~~--: :---------------~ ~-------------~-~ ~----~-------~~-~
~ontrol : Left Phase Left Phase Left Phase Left Phase
hIghts: Include Include I nc hIde Incl ude
In. Green: 0 0 0 0 0 0 (I I) 0 0 0 (l
3nes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 1 0 1 1 0
_______~_~__I_______________, 1_______________1 I__________~~~__. ._________~_____t
[ II , t l. ,
:Jlume Module:
InItIal Vol: '"' 74~ 158 34 606 ~7 39 1024 64 50 586 :26
-
Growth AdJ: 1.00 1.00 1.00 1 . 00 1.00 1 . 00 1.00 1.00 1.00 1.00 1.00 1.00
CE AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1 . ell) 1.00 1.00 1.0(1 1.00 1.00
LF Ad) : 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00
User- Ad]: 1. 16 1. 16 1. 16 1. 16 1. 16 1. 16 1. 16 1. 16 1. 16 1. 16 1. 16 1.16
-lnal Vol. : 2 905 183 39 7::'8 31 45 1247 74 58 714 30
-----------:------~--------: ~_______~_____~_I 1_______________4 ~---------------:
I I I t
~aturatIon Flow ModL\le:
at/L.!\ne: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800
HdJLlstment: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
Lanes: 1.00 1. 66 0. :A 1.0(1 1. 9: 0.08 1.00 ~. 0(1 1.00 1.00 1. 9~ 0.08
I nal Sat. : 1584 ~6::4 5"24 1584 ::039 129 1584 3168 1584 1584 ::'040 1~8
-------~---~--~-------~----: :--~------------:
, , I ,
,-~----------~--, 1---------------,
-ap~cIt~ AnalysIs
ol/Sat: 0.00
'Crl t Moves:
Green/Cycle: 0.00 0.4::
olume/:a~: 0.5~ 0.80
Module:
('.:A (1.::4
****
0.4::
0.80
O.O~ O.~4 0. ~4 O. tY:; O. :9 ('. 05 (J . ('4 (l. ~3 (). :::
***-jL **** *-jL+4-
O. 0:: 0.4t n. 46 O. (16 ('.49 0.49 0.05 0.48 0.48
0.8(' 0.5-:: 0.5:: 0.49 0.80 O. 10 0.80 ('.49 0.49
I . . . . ,
I---~--------~--I .----~----~-----I .------------------- ,
---~-----~-:-----~-----~~--:
evel Of SerVIce Module:
elay/Veh: 71.5 14.~ ~~.5 60.5 9.3 15.4 ~4.~ 11.9 6.: 51.0 8.4 1~.8
Delay AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
.^dJDel/Veh: 71.5 14.3 ~3.5 60.5 9.3 15.4 24.3 11.9 6.2 51.0 8.4 1~.8
. .ueLle: (l 12 "3 1 7 (I 1 15 1 2 7 0
.~******************~************************************************************
00110
l> Traf.f1x System VerSIon 6.3
( c ) 1991 DA
LIcensed to Kaku ASSOCIates
f_
:a 1':':!'"". 1:.1
Th L' .J un 4, 1 Q':;: 1 '): 1 ~: 1"
F'2ge 1-1
1910 SANTA MONICA BOULEVARD UPDAT~
YEAR :OO~ CUMULATIVE BASE
AM F'EA~ HOUR
Level Of Service Co~pulatlon Re~crt
1985 HeM Oper2tlons Method
**.*********..+*****~~~******
* Base \'01 L(me Al tet-natl ve *
*.******~~*+~*~********.**************.***********+***+************************
,ters2ctl~n #5 CLOVERFIELD BL ~ SANTA MONICA BL
~********~*********************~*********~***~********..************************
r'ycle (se.::): 6u Crltlcal VOl./C2:. (X): 1.010
ass TlmE ~sec): (l Average Delay (~Ec/veh): :8.8
uptlmal C,=le: 180 Level Of ServlCE: D
*********~*****~***************************************~************************
pproach: North Bound South Bound East Eound West Bound
"vemen t : L T R L T R L R L T f;'
-~---~------:---------------:
t I I I
I---~~~~--------I 1---------------.
antral: L~ft Phase Left Phase
19hts: InclLlde Include
Mln. GreE-, : (. 0 0 (I I) 0
J Cines: ...., 0 (J 0 ...., (l (I 0 0 0
~
Left F....ase
Inc~ude
(l n
I)
o 1 1
o
o
Left Phase
Include
C' 0
o
1
o
....,
~
(I
I)
I I . I
------~---~I~------~-------I t-------~-------I
Volume Mod__le:
! nl t 1 2.1 Vol: i..-'~ (I ~7~ 0 (I (I r) 8-- :;96 4~- 1184 0
'-' f _' I ( , .
,
rowth Ad.: : 1 . (lr) 1 . 00 1.00 1.00 1.00 1.00 1 . (10 1. ( .... 1 . (l(1 1.00 1.00 1.00
peE AdJ: 1.00 1 . (Il) 1.1)0 1.00 1.00 1.00 1. (10 1. (\) 1.00 1.0(1 1.00 1.00
'LF Ad J: 1.05 1.00 1.05 1.00 1.00 1.00 1.0(1 1 . rc:: 1.00 1 . 00 1.05 1.00
_..J
ser AdJ: 1- 1~ 1. 1: 1. 1: 1. 12 1. 1: 1. 1:::- 1. 12 1. 1:: 1. 1: 1. 12 1. 12 1. 12
Flnal Vol. . 791 0 32(\ 0 [) 0 0 10:1 444 485 1:'9: 0
.
--------~---~---------------t :-----~--~------~ :---------------: :---------------:
....,atur at 1 orj Flow Mwddle:
Sat/Lane: 1800 18(1(1 1800 18('1) 180C 1800 1S'Xl IE. ", 1800
dJustmen":: 0.8<;- 0.89 0.89 0.E:9 \).89 \).89 (l.8Q (, c...... 0.89
-'. ..... ,.
anes: ~. (l~~' (I. (l(1 2.00 (1.00 O. (ll) () . ell) ('. (1I) 1 . .: 0.6(1
FInal Eat. . 3~!:'4 (~ 3:(~4 (. (I C' 0 ......~ ~ .. 96:-
. .oA.-_-_
180(' 18(>0
0.89 0.89
1 . (H:' : II (\(.
161): ?:::'u4
1 Er:'(J
0.89
O. (1(1
C,
---~--~~~-~:---------------~
, ,
, ,
Lapaclt} ~~alY~l_ Mcd~le:
Vol/Sat: (.:5 C.(lC C.10
t-It M<:h'<=:= *++~
_ree~/C~cl~' 0.:4 0.00 0.:4
V01~me;[~:: 1.Cl 0.00 0.41
.~) . t:}\-
\: . l_1 ~_
I : I l 1(_
i a I (~
t-. .....
, .-
\:'.46
****
i-"I. :t)
\. .4:
( 't
**-Jt'+
-!!-+*-II-
(I. (1:1-
O. (1(.
(I. (l')
n (1':1
(\ III t:~(l
C' II i~)()
( II ill)
O.tX'
Co.. _=
1.1
c).. 4t.
() I ::(,
1. (11
1.01
Co 76
0.58
(+'", / L~I
C. Or:,
----~------:----------~-~--: :---~~~--~~--~~-: ~--~~~-------~~ ---~-~~--------
Le~el Of Eervlce Module:
~elay/Veh: 44.7 0.0 14.8 0.0 0.0 0.0 0.0 ~b.2 48.4 50.5 :.7 0.0
e 1 <3 Y Ad j : 1 . 'Y' 1. 00 1 . (In 1 . 0(1 1. 00 1 . 00 1 . 00 1.': .:' 1 . 00 1 . 00 1. 00 1 . (II)
HdJDel/Veh: 44.7 0.0 14.8 0.0 0.0 0.0 0.0 ~6.S 48.4 50.5 2.7 0.0
Queue: 19 1) 4 0 (j 0 n:4 1::: 13 9 0
f .********~~****+~*-!!-***********************************+.***********************~
'. .
00111
TrafflX System VerSIon 6.3
(c) 1991 DA
Llcensed to Laku Assoclates
195M.IN
Tue May 1:', 1<79:' 10:11::'4
F'age 3-1
~--~---~----~----~------~~-~-~-~~-----------------~------------------------~--
1919 SANTA MONICA BOULEVARD UPDATE
YEAR :nn: CUMULATIVE BASE
PM F'EAf HOUR
Level Of Servlce Computatlon Report
1985 HeM Operatlons Method
*****************************
* Base Volume Alternatlve *
******************************************************************************
ltersectlor ~1 17TH STREET ~ SANTA MONICA BL
-.********+********************************************************************
'cle (see): 60 Crltlcal VOl./Cap. (Xl: 1. (H):'
JSS Tlme (~ec): I) Averelge Delc?Y (sec/veh): ::::::.:'
Jtlmal Cycle: 180 Level Of Servlce: D
**********+**************************************************~*****************
3proach: North Bound South Eound East Bound West Bound
ovement: L T R L T R L T R L T R
-~-~--~----:---------------: ~---------------: :---------------~ 1-~-------------~
antrol:
19hts:
In. Green:
Left Ph~se
Include
I) 0 0
1 (I I) 1 (I
Left PhasE
lnclude
o I) 0
10010
Left Phase
Include
I) 0 I)
10110
Left Phase
Include
I) l) 4)
1 (I 1 1 0
anes:
-----------:------~--------: :-~-----~---~---: :---~-----------: :------~--------:
olume ModLle:
- nl b al Vol: 61 304 43 1~C' 360 ~.... 4:' 1350 67 55 1069 79
~..J ..:>-
3,.. owth AdJ: 1.00 1.00 1.00 1 . 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
CE AdJ: 1.00 1.00 1.00 1.00 1.00 1 . 00 1.00 1.00 1.00 1 . 00 1.00 1.00
LF Ad;: 1.00 1.00 1.00 1 . 00 1.00 1.00 1.00 1.05 1. 00 1.00 1.05 1.00
Jser AdJ: 1. 10 1.10 1. 1 () 1. 10 1.10 1. 10 1. 10 1. 10 1. 10 1.10 1. 10 1. 10
- Inal Vol.: 67 334 47 149 :;96 35 46 1559 74 61 1235 87
-----------~---------------~ :----~----------~ :---------------: :---------------:
Saturatlon Flow Module:
at/Lane: 1800 1800 18l'I) 1800 15CHl 181)0 1800 1800 1800 1800 18(10 1EO(1
......dJLlstment: 0.78 0.78 (1.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78
Lanes: 1.00 0.88 c).1~ 1 . (Ie) 0.9:: (1.08 1 . 00 1. 91 0.09 1 . 00 1. 87 0.1::
1 nfl-I Sa t. : 1404 1230 174 1404 1=89 115 1404 ::681 127 1404 :6~:: 185
-----~-----:~--------------~ ~---------------: :---------------: ~---------------:
~ apilclty ~:jalysls Module:
ol/Sat: 0.05 0.':7 0.':7 (1. 11 ().. ~1 C\. -: 1 0.0:' 0.58 0.58 (1.04 0.47 (1,47
Crlt Move": : **** **** **** ****
Green/eye:' e:>: O. f.15 0.:'7 0.~7 (1. 11 {). :;:: o. ~~ 0.04 0.56 0.58 0.04 0.58 0.58
-~ -'
'olume/Caj:: : 0.94 1 . 0(1 1 . (Ie) 1.00 0.94 0.94 0.81 1 . 00 1.00 1 . (H) 0.81 0.81
-----~-----:----~-~--~--~-~: :~~--~~----~--~-: :--~--------~---{ :-~--~----------;
evel Of Servlce Module:
'elay/Veh: 84.': 55.4 118.7 78.3 :'6.7 104.3 58.~ ~7.8 91.4 112 10.0 30.7
Delay AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
~dJDel/V~~: 84.: 55.4 118.7 78.:' 36.7 104.~ 58.3 27.8 91.4 11: 10.0 30.7
lueue: 3 10 2 5 9 ..., 1 33 3 "3 15 ~
********************************************************************************
00112
Traffl~ System VersIon 6.3
( c ) 1991 DA
LIcensed to Kaku Assoclates
1-?19SM.IN
Tue May 1:2,199:2 10:11::5
Page 4-1
1919 SANTA MONICA BOULEVARD UFDATE
YEAR :002 CUMULATIVE BASE
PM PEM HOUR
Level Of Service Computation Report
1985 HeM Operations Methou
~*************************+**
* Base Volume Alternative *
~********.~*******~********************************4***************************~
Intersect:on #: :OTH STREET ~ WILSHIRE BL
1 .*******.********+*******************************~4****************************
'fele (see): 60 CritIcal Val./Cap. (X): 1.::08
Loss Time (see): 0 Average Delay (sec/veh): OVERFLOW
r1tlmal Cycle: 180 Level Of SerJlce: F
f*****************************************************************************.
Approach: North Bound South Bound East Bound West Bound
Movemen t : L T R L T R L T R L T R
I , I . t I I I ~
-----------.--------~------I .-~-------------~ ~--~-~~-------~-I I-----------~---I
L...Jntrol: Left Phase Left F'hase Left Phase Left PhaSE
Rights: Include Include Include Include
In. Green: (l 0 I) (l (l (l 0 (I 0 I) 0 0
:mes: 1 0 2 0 1 1 0 0 1 (1 1 (I 1 1 0 1 0 1 1 0
------------:-------~-------: :~-~-----~------: :-----~---------: :~--------------:
Jl Llme Module:
InItIal Vol: 8- 378 168 1'"'0::- 417 44 43 1401 58 :61 1134 51
-' .L...J
Growth AdJ: 1 . <)0 1.00 1 . 00 1 . (1) 1.00 1.00 1 . 00 1. 00 1. 00 1 . 00 1.00 1.00
:E AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
, _F Adj: 1.00 1 . 05 1.00 1.00 1.00 1.00 1.00 1.05 1.00 1.00 1.05 1.00
User AdJ: 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17
I nal Val. : q7 464 197 146 488 51 50 1721 68 305 1393 60
-----------~-----~---------: :----~-~-~-~--~-: :---------------: :---~-----------:
~aturatlon Flow ModLlle:
at/Lane: 180(\ 18(10 1800 18(\1) 1800 1 8 () (1 1 Sell) 1800 18(1) 1800 1800 1800
I-tdJustmen~: 0.78 u.78 0.78 0.78 0.78 0.78 r).78 u.7S 0.78 0.78 0.78 0.78
Lanes: 1. (.() :. (\0 1.00 1.00 i).90 O. 1 C' 1. (IC 1. 9:2 0.08 1 . 0(- 1. 9:2 0.e8
lnal Sa t. : 1404 :::80e 1404 1404 1:270 1:'4 1404 :::701 107 1404 :::69::: 115
-----------:--------~------: :~-----------~~-~ :~~~--~~-----~~-: :---~-~---------:
- Clpaclty ':"nal'f::.;ls M':ldule:
:Jl/Se<t: (1.07 (}11 17 0. 14 (I. 10 0.::8 o. -c 0.04 0.64 0.64 0.:2: 0.5::: (LII 5~
..'L.
C,It MO..'E5: **-4-* **** **** ****
I~reen ICyc 1 e: 0.05 ('. ::'1 ().::'1 o. 1- 0.:9 0.:9 O. (\4 0.49 0.49 O. 17 (J.bl 0.61
-'
:11 Llme/C~~ : 1. 31 rJ.78 0.66 0.78 1. -::1 1. -::1 i),. 85 1.::1 1. 31 L 31 0.85 (1.85
I I I I I t I I
~----------r----------~----l ,---------------. 1---------------. I---------------t
evel Of Service Module:
elay/Veh: ~95 ~1.6 :20.:: ::1.7 ~:5 344.6 65.: :07 317.: :239 10.~ 45.9
Delay AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
~dJDel/VEh: :295 ::'1.6 ~0.3 :'1.7 :Z5344.6 65.: :07 317.~ :39 10.3 45.9
ueue: 9 7 :. 3 36 5 2 123 7 23 17 ....,
~*******************************************************************************
00113
TrafflX System VerSion 6.3
(e) 1991 DA
Licensed to Kaku ASSOCIates
J. -i 1 9SM. It J
TUE May 1:, 199: 10:11::6
Page 5-1
~------------~-----~-------------------~------------~----------------------~----
1919 SANTA MONICA BOULEVARD UPDATE
YEAR :00: CUMULATIVE BASE
F M PEA., HOUR
---------------~-~~-------~------~---------~~---------~------------~-----------
Level Of ServIce ComputatIon Report
1985 HCM OperatIons Method
~***********~**********~*****
* Base Volume AlternatIve *
~***~*~**.*********~********~************************~*************************
IntersectIon #3 ~OTH STREET ~ SANTA MONICA BL
. .****************~*****~***********************~*******************************
lc1e (see': 60 CrItIcal Vol./Cap. (X): 1.434
Loss TIme (sec): 0 Average Delay (sec/veh): OVERFLOW
n~tlmal Cycle: 180 Level Of SerVIce: F
I *******************************************************************************
~pproach: North Bound South Bound East Bound West Bound
Movement: L T R L T R L T R L T R
-~---------:~~~--~---~~~---: :-----------~---: :-~~-------~----: :-----------~---:
:..~ntrol : Left Phase Left Phase Left Phase Left Phase
RIghts: Include InclLlde Include Include
1 rl. Green: 0 (J 0 0 r) 0 0 (I I) 0 I) 0
! :anes: 1 (J 1 1 (J 1 0 1 1 (J 1 0 1 1 0 1 I) 1 1 I)
---~--------~------------~--: :---------------: :---------------: :---------------:
:Jlume Module:
lnItlal Val: :291 <=",., C" 111 11: 1029 1~- 49 1710 147 91 1659 :259
..J~..J :;'-'
Growth AdJ: 1.00 1 . 00 1.00 1.00 1.00 1.00 1 . 00 1.00 1.00 1.00 1.00 1.00
CE AdJ: 1.00 1.00 1.00 1.00 1 . (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00
....F AdJ: 1.00 1.05 1.00 1.00 1. 05 1. 00 1.00 1. 05 1. 00 1.00 1.05 1.00
User Ad]: 1.08 1.08 1.08 1. 08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08
- Inal Vol.: 314 595 1~0 121 1167 144 53 1939 159 98 1881 280
-----------~-~~------------~ :---------------: :---------------: ~-~-------------:
qaturCltlor, Flow Module:
at/Lane: 1800 1800 1800 1800 1800 1800 l80Cl 1800 1800 1800 1800 1800
...dJL1stment: ().82 ().8: O.8~ 0.82 0.8~ (I.8~ 0.8:::: 0.82 0.8: 0.82 0.8~ 0.8:
LClnes: 1.00 1. 66 0.34 1 . r)(l 1. 78 0.~2 1. ('0 1. 85 0.15 1.00 1. 74 0.:6
InCll Sat. : 1476 ~457 495 1476 ~6::8 324 1476 2729 .......... 1476 2570 ::8~
---'
t ~---~-~----:----~~~-~-~~---: :-------------~~: :---------~-~---~ :--------~----~-:
J~apaclty P~~lySIS Module:
: aI/Sat: (1.~1 (1.:4 0.:4 0.08 0.44 0.44 0.('4 0.71 0.71 0.07 0.73 (J.7~
Lrlt Move~: *~** **** ***_ ****
GrEEn/Cycle: 0.15 0.~4 0.34 0.1~ 0.::1 0.31 0.0:: 0.50 0.50 0.05 0.5: 0.5:
\ olume/Ca~: 1.4~ 0.71 0.71 0.71 1.4~ 1.43 1.4: 1.4~ 1.4~ 1.43 1.42 1.4:
I
L --____~~___:_____________~_: :_______________: :_______________: :_______________:
. €vel Of SerVIce Module:
elay/Veh: ::69 15.1 21.7 28.1 ~40 404.8 475 ~37 J99.: 4~5 317 35:.0
Delay AdJ; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
.^dJDel/Veh: 369 15.1 :1.7 28.1 340 404.8 475 337 399.2 435 317 352.0
ueue: 33 8 2 2115 17 7204 19 12 19:2 31
'************************************~*******************************************
~......
00114
r- Trafflx System VerSIon 6.3
I
,
.....
( c ) 1991 DA
Llcensed to Kaku Assoclates
iSM. IN
1ue May 1~, 199~ 10: 11:~7
Fage 6-1
1919 SANTA MONICA BOULEVARD UPDATE
YEAR :00: CUMULATIVE BASE
PM PEA., HOUR
Level Of SerVIce ComputatIon Report
1985 HeM OperatIons Method
*****************************
* Base Volume AlternatIve *
**********4*.**~************************************************************~
ersectlon #4 20TH STREET & COLORADO BL
**********~~*****************************************************************
le (see): 60 CrItlcal Vol. ICap. (X): 0.933
,5 TIme (sEe): I) Average Delay {sec!veh): ~O.!)
_lmal Cycle: 180 Level Of Servlce: C
~***************.*************************************************************
.Jroach: North Bound South Bound East Bound West Bound
...-ement: L T R L T R L T R L T R
-~--------~---~----------~~ :-~-~~--~--~----: :--~----~-------: :-----~--------~~
ntrol: Left Ph a se Left Phase Left Phase Left Phase
ghts: Incl Ltde Include Include Incl Llde
n. GreEn: (I (1 I) I) 0 0 (l (I I) 0 0 (l
nes: 1 (l 1 1 (l 1 0 1 1 (I 1 (l .... 0 1 1 (l 1 1 (l
~
----------:--------------~: :-----~-~~---~--~ :---------------: :---------------;
) 1 ume ModLll e:
11 t 1 al Vol: 30 47(1 60 ....~ 1069 ~1 45 l()~O 114 159 995 ::0
-~,
-owth AdJ: 1.00 1.00 1.00 1.00 1 . 00 1 . 00 1.00 1.00 1 . 00 1. 00 1.00 1 . 00
:E AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1 . (H) 1 . 00 1.00 1.00 1. 00
_F AdJ: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1 . 00
ser Ad;: 1.14 1. 14 1. 14 1. 14 1. 14 1. 14 1. 14 1. 14 1.14 1. 14 1. 14 1. 14
tn2-1 Vol.: 34 563 68 26 1~80 ~4 51 1~21 130 181 1191 34
-----------:---------------: :-----~---------~ :---------------~ :---------~-----~
aturatIon Flow ModLlle:
3.t fLane: 1800 1800 1800 1800 180(1 18(\0 1800 1800 1800 1800 1800 180r:'
jJL\stment: 0.88 0.88 (1.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.8-::
anes: 1 . (JI) 1. 78 (l .......... 1.00 1. 96 0.04 1.00 ~.OO 1 . Or) 1.00 1. 94 O.Oc
- 1__
lnal Sat. : 1584 :8:5 343 1584 :: 1 1 ,) 58 1584 -:::168 1584 1584 3080 ES
-~---------~--~----~-------: ~------~~~~~----~ :-~~------------~ :-~~~~----~-~~--:
- :l.pil.Clty Ar 31 YSIS Module:
:)lfSat: 0.0: o.~o O.~o 0.0::: 0.41 0.41 0.0-:; ('. :: 9 (I. 08 (1. 1 1 0.::9 0.:9
Xlt Moves: **-It* **-11:"" -It*** ****
Jreen/eyele: 0.0:: (). 4~ ('. 4:: 0.04 0.44 0.44 ('.04 ('.41 0.41 (l. 1:2 0.49 (). ~9
:Jlume/Cap: 0.9:- 0.46 0.46 u.46 0.9:- 0.93 0.78 0.9:- (J . :(l 0.9:: 0.78 0.78
------~----~--~------------~ ~--~-~---~---~--: :---~-------~---: ~---------------~
avel Of SErVICe Module:
el2-y/Veh: 109 9.6 11.1 :6.0 :0.8 117.6 50.6 :1.8 8.7 5::.0 11.6 47.8
lelay Ad): 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
~dJDeI/Veh: 109 9.6 11.1 :.'6.0 20.8 117.6 50.6 :21.8 8.7 53.0 11.6 47.8
ueue: = 6 1 0:2 1 1 1 ~O 1 5 15 1
~*******************************************************************************
DOllS
TrafflX System VerSIon 6.3
{ c ) 1 991 DA
LIcensed to Kaku ASSOCIates
~ 1 '='~"l. !;~
H",v .'l'n 4, 19Q~ 1"~1=-:~,:
~.;:.ge 1.....1
1919 SANTA MONICA BOULEVARD UPDATE
YEAR :00: CUMULATIVE BASE
PM PEAf HOUR
Level Of SerVIce Comp~tatlon Report
1985 HeM OperatIons Method
***~*****************~*******
~ E~se Volume AlternatIve *
~***************************************~**********************~******~~*******
ltersectlon #5 CLOVERFIELD BL ~ SANTA MONICA BL
*****************~*******~*************************~*~*****~~******************~
C'ycle (see:}: 60 Crltlc~l Vol./Cap. IX): 0.980
:Jss Time (sec): (1 AVEt'"ilQe Delay' (sec/veh': 2~.9
uptImal Cycle: 180 Level Of Service: C
***********~*******************************~************************************
~proach: North Bound South Bound East Bound West Bound
:Jvement: L T R L T R L T R L T f;'
------------:-~-~------~----: :--~-~----------: :-----~----~----: :---------~-----:
- .:Jntrol: Left F'hase Left Phase Left Phase Left Phase
19hts: Include Include lnchtde Include
MIn. Green: 0 (l (I 0 0 (1 (l (\ (l (1 0 j-'
I anes: '""' 0 (J 0 '""' (J (I I) I) (J (I (1 1 1 0 1 (I -. I) 0
- ~
~-----~----:~----~--~------~ :---~--~--------l
I I
I-----~~-----~~~I
Volume MOd~) Ie:
nltlal Vol: 5()-:; (I 580 0 0 () (I 1::-89 ~r::-7 ~o4 1~"'~ 0
_I....J I ..._...J...1
rowth AdJ: 1.00 1.00 1. (II) 1.00 1. i)O 1.00 1 . 00 1 . (l(1 1. IX' 1.00 1.00 1 . (ll)
F'CE Ad; : 1.0(1 1 . 00 1.00 1.0(\ 1.00 1.00 1. ('0 1.00 1.00 1.00 1.00 1 . 00
"LF Ad; : 1.05 1.00 1.05 1.00 1.00 1.00 1.00 1.05 1.00 1.00 1.05 1 . 01)
SEr- Ad; : 1.08 1.08 1. (18 1. ()8 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08
t-lnal Vol. : 57(1 0 658 (I 0 0 (I 146:2 :'86 :'18 1421 I)
------------:---------------r :----------~----: :----------~----: :---------------:
~atw- at 1 on Flow I'lodL\ 1 e:
S~t/LanE: 18,~!(1 180,) 1800 1200 180(1 12')0 180(1 18:~'(' 180(1 1800 181)0 18(J(1
dJustment: (1.89 (1.89 0.29 0.29 0.89 0.89 0.89 0.89 (1.89 0.89 O.SS 0.89
~nes: 2.00 (1. (1'~1 :. (\(1 (' . (I (1 (1 . (ll) (I. (1(1 (1. 0('- 1.58 ;..'. 4: 1.00 :.00 (I. t:I(~
FInal Sat. : ~:':l':; (, :'=04 0 n (1 I) ....... C'" ...... I;" ='69 160= :'=(14 '~l
.o-.....J _1_'
----------~:----~----------: ~~-------~~----_. I_~__~_---------: :___~_______~___~
L~pa=l~\ ~nal~sl- MGdJle:
.....'cl/=.:;.t: ~..lS I-}.:l("' t..i.:1
i:1 '1(1 (i. t_~(".
1). ~ I!
J. (l( (Iz SE
, ~,....
... . ''') =
:1. ~(=! .44
(, ~ ~
~lt MwY~~: ***+ ****
_ ~- EErn Cy: 1 e: (.:: 1 t1. ~ 1 (:'. .: 1 'i-'. (t(l ('. (~C-:
\/=,lLlme.'C2j:: (l.8~ '-l.i=l) ~).9E '-).()I= (1. ()("I
it-++it- ~***
(, !.\f-l ,~)(, (i It -=9 {-l. 5';;" I '-'j'l- ~. 79 (I.. --, ='
(\ . i~l i L _ (J(l (l ~ 00 I). 98 ., . 9'? (J * 56 (I ()(.
--~---~----:-------~~~-----: ---~-~~----~~-- -~~------------ ---------------
Level Of ~2r~lc2 M~d~le:
"elCl),.'i"Jeh: :4.7 ('.\:1 4/).5 0.0 C!.O (1.(' (\.1) :2-:::.:' :9.-::: 51.8 =.(, (I.')
el~y Ad;: 1.001.(X1 1.00 1.00 1.00 1.(h) 1.0/) 1.0') 1.0") 1.(H) 1.00 1.0(1
HdJDel/Veh: =4.7 0.0 40.S 0.0 0.0 0.0 0.0 =-:::.-::: 39.:' 51.8 ~.O 0.0
Queue: 1 (' <) 15 n I) 0 (J ~8 10 9 8 ,-,
********************************~**********************************************
OOllG
Trafflx System VerSlon 6.3
( c: ) 1991 DA
Licensed to ka~u ASsocIates
J.~19SM. Ir~
Tue May 12, 199~ 13:~1:0~
Page ~-1
1919 SANTA MONICA BOULEVARD UPDATE
YEAR :00: CUMULATIVE PLUS GENERAL OFFICE
AM PEA~, HOUh
Level Of ServIce ComputatIon Report
1985 HeM OperatIons Method
~****************************
* Base Volume AlternatIve *
~*******************************.***********************************************
IntersectIon U1 17TH STREET e SANTA MONICA BL
. ***********~*******************************************************************
, tcl e (sec): 60 Crl tl cal Vol. /Cap. (X): 0.805
Loss TIme (sec): I) Average Delay (sec/veh): 17.9
~Jtlmal Cycle: 117 Level Of ServIce: C
*******************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L T R L T R L T R L T R
----~------:---------------: :---------------~ :----------~-~--: :----~----------:
~wntrol : Left Phase Left Phase Left Phase Left Phase
RIghts: Include In c I Llde Include Include
In. Green: (I I) 0 0 0 0 (l 0 0 0 I) 0
3nes: 1 0 c) 1 (I 1 I) 0 1 0 1 0 1 (I 1 (I 1 0
------------:----------~~---: :------~~-------: :-~------~--~---: ~---------------:
olume ModL11 e:
InItIal Vol: 68 302 60 10: 375 45 67 789 44 40 873 lOb
Growth AdJ: 1 . 00 1 . 00 1.00 1.00 1 . 00 1.00 1 . 00 1.00 1.00 1. 00 1.00 1.00
CE AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
LF AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 05 1.00 1.00 1. 05 1.00
User AdJ: 1. 06 1.06 1. 06 1.06 1.06 1. 06 1.06 1. 06 1.06 1. 06 1. 06 1. 06
, Inal Vol. : 72 320 64 108 398 48 71 878 47 4: 972 11:
-----------t-----~----~----~ :~~-~------~~--~~ :-----~---------: I I
t----------~-~--l
eaturatlon Flow Module:
at/Lane: 1800 1800 1800 1800 1800 180<) 1800 1800 1800 1800 1800 1600
HdJLlstment: (1.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 u.78 0.78
Lanes: 1 . (1I) 0.8-:: 0.17 1.0(1 0.89 O. 11 1 . 00 1.90 0,10 1.00 1. 79 0.:1
Inal SClt. : 1404 1171 --<< 1404 1:54 15(1 1404 :666 14: 1404 :517 :91
....... _"_I
--~------~-:-------------~-: :---------------: :---------------~ :~---~----~-----~
- apaclty AnalYSIS Module:
, aI/Sat: 0.05 0.':.7 0.:7 O. (J8 (I -,..., 0.3: 0.05 0.33 0.-::-:: 0.0-:: 0.39 (I. ~9
l ~ II: _1-.
Crlt Mo.....es: ***-l> ...."'if **.... *+iHE.
,Areen/Cycle: (l.O6 0.36 0.-::6 0.10 0.-:'9 0.-:'9 0.06 0.50 0.50 0.05 0.46 ('.48
I olume/Cap: (}.81 0.77 0.77 0.77 0.81 0.81 0.81 0.66 0.66 0.66 0.81 Cl.E1
~ --~-------~:~~--~----------~ :-----------~---~ :--~-----~--~---: :---------------:
. evel Of Servl ce Modul e:
elay/Veh: 47.~ 18.8 :'5.0 34.7 19.0 47.3 47.6 9.6 ~:.~ :'6.3 13.1 :8.8
Delay AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
'~dJDel/Veh: 47.3 18.8 ~5.0 34.7 19.0 47.3 47.6 9.6 22.~ 36.3 13.1 28.8
ueLle: 2 5 2 : 7 1 : 10 1 1 14 ,...,
**************..*****************************************************************
00117
TrafflX System VerSIon 6.3
(c) 1991 DA
LIcensed to ~aku AssocIates
~ ';>19SM. HJ
Tue May l:t 199= 13:=1:0~
Page :'-1
-~~----------~---~----------------------~-~~---------------------------------~--
1910 SANTA MONICA 80ULEVA~D UPDATE
YEAR :00: CUMULATIVE PLUS GENERAL OFFICE
AM F'EA~, HOUR
Level Of Servlce Computatlon Report
1985 HeM Operatlons Method
*****************************
* Base Volume AlternatIve *
,~*****~**~*********************************************~********~**************
IntersectIon ~~ ~OTH STREET & WILSHIRE 8L
~********~*******~*************************************************************
'/cle (sec): 60 CrItIcal Vol./eap. (X): 1.13~
Loss Tlme (sec): I) Average Del~y (sec/veh): 6~.6
rJtImal Cycle: 180 level Of ServIce: F
~******************************************************************************
~ppr-oach: North Bound South Bound East Bound West Bound
Movement: l T R l T R L T R l T R
-------~-~-:---------~-----: :----~~---------: :-----~~--------: :---------------~
I....,:mtr-ol: Left Phase Left F'hi'tse Left Phase left Phase
RIghts: Include Inel ude Include Include
Ln. Gr-een: 0 0 0 (I 0 0 <) 0 I) 0 0 I)
,nes: 1 (I 2 0 1 1 0 0 1 0 1 (I 1 1 0 1 0 1 1 0
------~-----:---------------~ ~--~-----~------: :---------------: :----~~---------~
.Jlume ModL11 e:
J.nltlal Vol: 117 :::'46 110 180 4::0 60 4~ 1~43 13: 161 1030 59
9r-owth Ad;: 1.00 1 . Ou 1.00 1.00 1.00 1. 00 1.00 1.00 1.00 1 . 00 1.00 1.00
:E AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
_F Ad] : 1.00 1.05 1.00 1.00 1. 00 1.00 1.00 1.05 1.00 1. 00 1. 05 1.00
User- Ad]: 1.07 1.07 1. 07 1.07 1. 07 1. 07 1. 07 1.07 1.07 1.07 1 . 07 1. 07
,- 1 nal Vol.: 1:::'5 '.276 118 193 460 64 45 1397 141 172 1157 6'"::"
-'
-----------~--~------------: :---------~-----: :-~-------------: :~--------------:
C::3turatIon Flow ModLll e:
lt/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 18':'0 1800 1800 1800
HdJustment: 0.78 0.78 0.78 ().78 0.78 0.78 0.78 0.78 0.78 (1. 78 0.78 0.78
L~nes: 1.00 ::.00 1 . (H) 1.00 0.88 I). 1~ 1.00 1. 8:2 0.18 1 . 00 1 . 90 0.10
inal Sat. : 1404 :::'808 1404 1404 1~3~ 17: 1404 ~550 ......""0 1404 ~663 145
___LU
. -------~~~-:--~------------~ :--~----~-------: :---~--~-----~--: :--~~-----------~
.- 3.paclty A,,~lYS1S Module:
i ~l/Sat: 0.09 O. 10 0.08 (1. 14 (l. ~7 0.37 O.(l~ ().55 ().55 o. 12 0.4:: ('.4::
I Cr- 1 t Moves: *""** **** **** ****
preen/eyel e: 0.08 (j.17 o. 17 0.::4 (, 'I :;-:: ~). 3-:: 0.04 0.48 0.48 o. 11 0.55 ~). 55
::ll ume/CClp: 1. 13 0.58 0.49 (l.58 1- 1" 1. 13 0.79 1. 13 1. 1':: 1.13 0.79 (l.7'7
-'
, -~~~~~----~:------~~~~---~-~ :~--------------: ~---------------: :-------------~-I
f :vel Of Servlce Module:
: alay/Veh: 146 18.9 18.7 17.4 10~ 175.:: 54.8 8::.~ 1~3.0 1::3 10.:: :::'.9
Delay Ad]: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
"^uJDel/Veh: 146 18.9 18.7 17.4 10~ 175.:' 54.8 83.~ 133.0 13::; 10.3 ::3.9
Jeue: 7 4 ~ 3 ~o 4 1 55 8 9 15 ,...,
********************************************************************************
))0113
TrafflX System VerSIon 6.3
(c) 1991 DA
lIcensed to Ka~u AssocIates
.
i-?19SM.IN
Tue May 1:,199: 1::::1:1)4
Page 4-1
~ '
1919 SANTA MONICA BOULEVARD UPDATE
YEAR :00: CUMULATIVE PLUS GENERAL OFFICE
AM F'EA~, HOUR
Level Of Servlce Computatlon Report
1985 HCM Operatlons Method
*****************************
* Base Volume Alternatlve *
~*****.***************************~*********************************************
Intersectlon #:: :OTH STREET ~ SANTA MONICA PL
~************************************************.*****************************
leI e (sec): 60 Cr 1 tl c a 1 Va I . / Cap. ( X) : 0.917
Loss Tlme (see): (I Average Delay (sec/veh): ::.9
r-o.,tlmal Cycle: 180 Level Of ServIce; C
~***********************************.******************************************
Approach: North Bound South Bound East Bound West Bound
Movemen t : L T R L T R L T R L T R
----~-~~---:-~-------------: :-~-~-----------t :~--------------: :------~------~-~
.....antrol: Left Phase Left Phase Left Phase
Rights: Include Include Include
In. Green: I) I) 0 I) I) I) 0 0
3.nes: 1 0 1 1 0 1 (l 1 0 1 I) 1 1
Left Phase
Include
I) 0 0 0
o 1 0 1 1 0
------------:---------------~ :------------~--: :---------------l :---------------:
:llume ModLlle:
initIal Vol: 160 748 143 111 615 52 59 793 48 56 10:26 :58
Growth Ad.J: 1.00 1. 00 1.00 1.00 1.00 1.00 1.00 1 . 00 1.00 1.00 1.00 1.00
CE Ad .J : 1. 00 1.00 1.00 1.00 1 . 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
l...F Ad] : 1.00 1.05 1.00 1.00 1.05 1. 00 1.00 1.05 1.00 1. 00 1.05 1.00
User Ad]: 1.04 1. 04 1. 04 1.04 1.04 1. 04 1.04 1. 04 1.04 1. 04 1.04 1. 04
,- 1 nal Vol. : 166 817 149 115 672 54 61 866 50 58 1120 268
--------~~-:---------------: :---~~----------: :-~----~--------: :---------------:
~atL\ratlon Flow Module:
at/Lane: 1800 1800 1800 1800 1800 1800 1800 18(:>0 18(1)
Hd]llstment: (J.8~ 0.8: 0.8~ 1).8: 0.82 0.8: 0.8: 0.8: 0.8:
Lanes: 1. 00 1. 69 0.31 1 . (1) 1.85 0.15 1 . 1)0 1. 89 O. 11
Inal S2 t . : 1476 :497 455 1476 ~73: :2:(J 1476 ~791 161
1800 1800
0.8:2 0.82
1 . (, (. 1. 6 1
1476 :38:
18')0
0.8:
("'. =-9
~70
. ---~--~~---:-------~-~~-~~-: :~~----~--------: ~------~---~----:
t.......______________
I
rapaCIty Anal~Sls Module:
i <:Jl/Sat: ('.110.::::
Crlt Mo...e5:
,Green/Cycle:
olllmE'/Ca~:
0.14 0.::6
0.81 0.92
O.~3 o. (8 (1'1 .....E:" O. ~E:" (J. l)4 o. 31 0.31 0.04 1}.47 n.47
~-' ~_r
**** **** **** ****
C'. 36 n.09 O. -::;0 0.::0 () . 05 (). ~() (l.50 O. ('6 0.51 i). 51
0.9: I). 92 (). 81 O.Bl O. 9: 0.6: 0.63 o. 6:: o. 9~ ('.92
L ___________~--~------------: ~---------------: :~____________~_: :_______________:
evel Of SerVlce MOdule:
elay/Veh: 3~.7 ~4.4 47.6 60.1 19.~ 48.1 79.: 9.: 18.~ ~9.5 18.3 :::.1
Delay AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
~d]Del/Veh: 33.7 :4.4 47.6 60.1 19.~ 48.1 79.2 9.: 18.: 29.5 18.:' ~).1
ueue: 4 15 4 4 11 : :2 10 1 1 19 6
******..*4**********************************************************************
00113
TrafflX System VersIon 6.3
( c ) 1991 DA
LIcensed to V-aku ASSOCIates
9SM.IN
Tue May 1:, 199: 13::1:05
Page 5-1
1919 SANTA MONICA BOULEVARD UPDATE
YEAR 2002 CUMULATIVE PLUS GENERAL OFFICE
AM PEA. HOUR
Level Of Servlce ComputatIon Report
1985 HeM Operations Method
*****************************
* B~se Volume Alternative *
~*****************************************************************************
:ersectIon #4 ~OTH STREET & COLORADO BL
.*********~+******************************************************************
=le (see>: 60 CntIcal Vol./Cap. (X): 0.809
S5 TIme (see): 0 Average Delay (sec/veh): 1::.4
tImal Cycle: 119 Level Of SerVlce: B
******************************************************************************
proach: North Bound South Bound East Bound West Bound
lVement: L T R L T R L T R L T R
-~-----~--:---------------~ ~~-----------~--~ :----~----------: ~---~-------~---:
mtrol: Left Phase Left Phase Left Phase Left Phase
ghts: Include Include InclLlde Include
n. Green: I) 0 0 0 (I 0 (l I) 0 I) I) (I
:\n es: 1 (l 1 1 (l 1 (I 1 1 0 1 (I '"" (I 1 1 0 1 1 l)
.:..
--------~--~-----------~---: ~---------------; :---------------: :---------------~
:;lume Module:
rn t 1 al Vol: ""I 766 158 36 608 ~7 39 10::4 64 50 586 44
....
rowth AdJ: 1 . 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 . 00
CE AdJ: 1 . 0<.."\ 1 . 00 1.00 1 . 00 1 . 00 1.00 1.00 1 . 00 1.00 1.0(\ 1.00 1.00
LF AdJ: 1 . (10 1.05 1.00 1.00 1.05 1 . 00 1.00 1. 05 1.00 1.00 1 . 05 1 . 1)0
'ser AdJ: 1. 16 1.16 1. 16 1. 16 1. 16 1. 16 1.16 1.16 1.16 1.16 1. 16 1. 16
lnal Vol.: "'\ 933 183 4'2 741 31 45 1247 74 58 714 51
-
--------~--~~-----~-----~--~ ~-----~----~----~ :~---~----------~ ~--------------~:
~ atur-atlon Flow Module~
~t ILane: 1800 18(1) 1800 1800 1800 18('0 180(1 1800 1800 1800 1800 18C\()
,j]ustment: i).82 0.88 (l.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
_CInes: 1.0(\ 1.67 0.-::-:: 1.0Cl 1. 9:2 (l. 08 1.0(\ :2.(;(1 1. (II) 1 . (H> 1. 87 0.1::
1 nal Sa t. : 1584 :2648 520 1584 3C139 1:?9 1584 -:'168 1584 1584 2957 211
-----------~~----~---------: :---------------: :---------------: :~~--~------~---:
- apaelt'y Ai, 20 1 Y S 1 s Module:
aI/Sat: (I. l"\(1 0.-::5 0.-::5 0.0:: 0.:24 0.:::4 ('. ,):: ('. "39 (1.05 0.04 0.:24 0.:24
::rIt Moves: **** **** **** ****
:;reen/Sycle: 0.00 0.44 0.44 0.0: 0.47 0.47 O. (i6 0.49 0.49 (1.05 0.48 (1.4e
olumelCap: ()..5~ {J.81 0.21 0.81 0.5:: 1).5:2 0.51 0.81 O. 1(; 0.81 0.51 0.51
-----------:-----~---------~ :~--------------: ~-----~-----~---~ :-~-------------;
evel Of ServIce Module.
elay/Veh: 69.5 14.5 ~4.4 61.~ 9.0 14.9 :5.0 1:.4 6.4 53.0 8.6 11.8
Delay AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
~dJDel/Veh: 69,5 14.5 24.4 61.:' 9.0 14.9 ::5.0 1:.4 6.4 53.0 8.6 11.8
lleue: 0 1:' 3 1 7 0 1 16 1 2 7 1
~*******************************************************************************
00120
TrafflX System VerSIon 6.3
(c) 1991 OA
Llcensed to ~a~u ASSocIates
= 1 ':"'~ t
: !'-I L 1 2 I_t '--1 4- 11 1 ~..} C" :. : I. i: 1 ~ : ": t:
F'~;e :-1
1919 SANTA MONICA BCULEVARD UPDA-~
YEAR :00: CUMULATIVE PLUS GENERAL O=~ICE
AM PEAf HOUF:
~eyel Of SerY1Ce COffip~tatlon Repcrt
19S5 HeM Operations Method
******************~**********
* Base VolJme Alternatl~e *
****************************************~***********~4*************************
nterEe:tlon ~5 CLOVERFIELD BL ~ SANTA MONICA BL
******~**+*****************~****~*********************+*************************
f"'yc 1 e 1 S2':) : 60 Ct-l t 1 C~ 1 Vol. ICa;:. (X): 1.015
OS5 Tl~e (sec): 0 Average Delaf lSEc/veh): :9.7
Gptlmal Cycle: 180 Level C; ServIce: D
******~**~**~*****~***********************+*******+***~~****~******************~
pproach: North Bound South Bound East Bound West Bound
oveme~:: L T R L T R L T R L T R
--~~--------:---------------: :----~-~~-~--~--i :~~~--~-----~~--: ---------------
,~ontrol :
, 'lght5:
MIn. :..:ot-2o=:I:
anes:
(l
(l
Lef t Phc:,se
Incl ude
(' ,)
Left Phase
Include
(1 l)
,)
Lef t F'h,;lse
Include
(-, (;
Left Phase
Include
.) (1
'-1
"
o
(1
\)
"
~
I)
l)
(,
I)
o
(1
,-,
1
(,
1
o
"
('.
l~
.'
~----------:-~~~~--~~~~----; :
, I
f-----~~--~~-~--I
Volume :":::Jjul e:
nltloOlol -...Ie-l: 60e CI ~7~ (. C' C (I B'o :.97 4~' 1l9~ (I
'-J...J ' --.J -' -'
rowth ~~ ... 1.00 1.00 1 .00 1 .00 1 . on 1.0(1 1 . Of) 1 . f)(1 1 . 00 1 . 00 1.00 1 . 1)(1
....-'.
peE Ad j : 1 . (a) 1. (10 1.00 1.00 1.00 1.0(' 1 . (11) 1 tI (~() 1.0(1 1.00 1 . (ll) 1 . (10
o..tLF Ad]: 1.05 1.00 1 . 05 1.00 1,00 1 . (ll) 1.00 1.05 1 . (ll) 1 . 00 1. 05 1.0('
Iser- Ad]: 1. 1~ 1- 1~ 1. 1: 1. 1: 1. 1: 1. 1: 1. 1~ 1. .""" 1. 1:2 1. 1~ 1. 1~ 1. 1~
....
t-lnal Vwl . . 806 0 :::0 (I I) 0 (I 1'"'-- 445 485 14(1: (,
.
------------:-------~-------~ ' , ~---------------: ~---------------:
I------~--------I
~,a.tllr.::tl 0:-' Flow Module:
Sat/Lare: 1800 1800 18)(' 18 r)r) 18(1(1 180') 1 eo.:, Ieee 18r)0 lSCl(J 18('0 160')
Id J LIS t:r2lit ; 0.89 O. 89 O. 89 (1. 89 O. 89 CI. 89 - 0-' (1. S~ l). e9 0.89 (t.89 0.89
.). WI
anes: '""' (JI-I C'.OO : . O(] O. 0(' (1. (J(' 1-' (l(' (i. ('(1 1. .- ('. b(l 1.00 ""'I Cl(l (1. )(,
- . '. .....i) -.
Flnal =~~. . :: :' l) 4 I) -::::04 (1 (1 C' ~=":I) OtA It.r): -::=(\4 '-I
.
---~--~-~-~-~-----~------~-~~
. ,
-----------...-....--------
, ,
.....C;pcCl~... ~;-,.~l)=lS
\/cI1 /Sc.~: '.~I.. ::=;
r10ju 1 e:
(, . 0,.:1 f). 1 C
(I . ~:I(
(I. r.~l=
, r 1 t M.=. '= == :
***~
+-loc++
L - 'I - C. ,,- - - , -t~
. - . -~ - .
~-;-+....
( ( -,: - , - 1 - - - " 4r=
, . ! - " f, . - -' - . -'
r r), "I I - n, - 1 r ,.., 1 ( ,-,
. - . . - .
~ II _ _
l- .,
.-~
_. l_1
****
l~reen/=.=lE: Cl.~:'. f)..r:,C'
'Joll_.mE :~p: 1.0= o.n(i
, ,e
~_ .. ...-._1
t).. (1;:\ 1:' ~ i) (I
() II -:;(1 ('. 75 '. I -~
1 . 0= (J. 5:: ,.. 0 ':
().41)
(, . 00 i'. ')1)
~----------:-~~---~-----~--: ---~~-----~---~ ---------~----- ---------~--~~~
Level ~~ Eer'"lCe MCdule:
-nel~y/\'e~~: 45~9 (l.~) 14.7 o.() (J.(I c). (1 (1.(' ::6.~ 5C'.(l 5~.1 :2.8 (lat)
lelay Ad]: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
HdJDel/":Eh: 45.9 n.r) 14.7 1).0 (1.(1 O.f) (1,(' :.e.=: 50.0 5:.1 :.8 1:.('
DLleLle: ::Xl 0 4 ,', 0 0 f:':4 1'3 13 9 ()
-****~**~~~*******~******************************~***~******~*******************
00121
Traffl;~ System VerSlon 6.3
( c ) 1 991 DA
LIcensed to fa~u ASSOCIates
l-r19SM. I~~
Tue May 1:, 199: 1:::4:51
Page :-1
1919 SANTA MONICA BOULEVARD UPDATE
YEAR :00: CUMULATIVE PLUS GENERAL OFFICE
PM PEA. HOUR
Level Of ServIce ComputatIon Report
1985 HCM OperatIons Method
+****************************
* Base Volume AlternatIve *
********+********.***************+*********************************************
IntersectIon #1 17TH STREET ~ SANTA MONICA BL
**********************************+**********.***+*****************************
ycle (se::): 60 CrItIcal Vol./Cap. (X): 1.007
Loss TIme (see): 0 Average Delay (sec/veh): :;:::.9
nptImal Cycle: 180 Level Of ServIce: D
********+**********************************************************************
Hpproach: North Bound South Bound East Bound West Bound
Movement: L T R L T R L T R L T R
-----------:---------------: ~---------------: :--~------------: :--~------------:
_antral:
RIghts:
In. Green:
anes:
Left Phase
Include
000
1(011)
Left Phase
Include
<) 0 0
10010
Left Phase
Inc1Jde
I) 0 0
1 0 1 1 0
Left Phase
Include
o 0 0
10110
~~-----~--~-:--------~------: :---------------: :---------------: ~---------------:
olume Mocule:
lnItlal Vol: 61 ::;04 46 1:'6 ::;60 -..... 4:: 1353 67 55 lOa:: 79
.:.o~
Growth Ad;: 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 1 . 00 1.00 1. 00 1. 00 1.00
CE AdJ: 1.00 1.00 1.00 1.00 1.00 1 . 00 1.00 1. 00 1.00 1.00 1. 00 1.00
LF Ad.]: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 05 1.00 1.00 1.05 1.00
User AdJ: 1. 10 1. 10 1.10 1. 10 1. 10 1. 1 I) 1. 10 1. 10 1. 10 1. 10 1.10 1. 10
'-1 nal Va 1 . : 67 334 51 150 396 35 46 1563 74 61 1250 87
---------~-:-~-------------: ~-------~-------: :-------~-------~ :--------------~:
SatLlrat I 0-. Flow Module:
at/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800
ndJLlstment: 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78
Lanes: 1. (10 0.87 (J. 1::: 1.00 0.9'::. 0.08 1 . 00 1. 91 0,09 1.00 1. 87 O. 1:::
Inal Sa t . : 1404 1~19 185 1404 1~89 115 1404 :68: 1::6 1404 :6::5 18:::
----~------:~--~--------~--: --~-~-~------~-: ~---------------: ~---------~-----;
: ,... ap ac 1 t) t":,nalysls Module:
aI/Sat: ('.05 0.:7 (). ~7 O. 11 (I. :: 1 0.::1 (I. ()'3 (1.58 0.58 O. (\4 0.48 0.48
Lrlt Move =: : *~** **** -jt-.IHH" *~**
Green/Cycle: (1. (15 0.:7 (I. ::7 (I. 11 (I. J:: O. -:.::; o. ('4 ()1I ~8 0.58 0.04 0.58 (J.58
olume/Ca;:: 0.94 1.01 1.01 1.01 0.94 0.94 0.8':: 1.01 1.01 1.01 r).82 0.8'::
I t 4 ~ I I t I
-----------I-----~-~~----~-. I~-~~-----------~ .---------------, ,---------------1
evel Of SerVIce Module:
'elay/Veh: 8:::.0 56.7 117.4 79.6 35.9 10'::.6 60.7 '::8.0 93.3 114 10.3 ~:.5
Delay AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
,~dJDel/Ve~: 8:::.0 56.7 117.4 79.6 35.9 10~.6 60.7 28.9 93.3 114 10.3 3~.5
'Lleue: "3 10 3 5 9 2 1 33 3 3 16 :2
********************************************************************************
00122
TrafflX System VerSIon 6.3
( c ) 1991 DA
LIcensed to Ka~u ASSOCIates
L -f 1 oSM. IN
Tue May 1~, 199~ 13::4:51
F'Clge 3-1
1919 SANTA MONICA BOULEVARD UPDATE
YEAR ~OO~ CUMULATIVE PLUS GENERAL OFFICE
PM F'EAk HOUR
Level Of ServIce ComputatIon Report
1985 HCM OperatIons Method
*****************************
* Base Volume AlternatIve *
~*************************************************~*****************************
IntersectIon #: =OTH STREET & WILSHIRE BL
f******************************************************************************
';cle (see): 60 CrItIcal Vol./Cap. (X): 1. ::10
Loss TIme (sec): 0 Average Delay (sec!veh): OVERFLOW
~~tImal Cycle: 180 Level Of ServIce: F
~******************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L T R L T R L T R L T R
--------~--:---------------: :------~-~---~--~ -~-~~-~--~-~~--~ :---------------:
......Jntrol:
RIghts:
In. Green:
~nes:
Left Phase
Include
0(10
1 020 1
Left Phase
Include
00(1
1 0 0 1 0
Left Fhase
Include
000
10110
Left Phase
Include
000
10110
----------~-:------------~--: ~---------------:
I ,
f-----------~-~-.
~lllme Module:
InItIal Vol: 8:: 385 168 1.....0:- 419 44 4::: 1401 58 261 1134 51
_...J
Growth AdJ: 1 . 00 1.00 1. 00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00
:E AdJ: 1 . 00 1.00 1.00 1.00 1.00 1.00 1 . 00 1.00 1.00 1. 00 1. 00 1.00
_F AdJ: 1.00 1.05 1.00 1.00 1.00 1.00 1.00 1.05 1. 00 1. 00 1.05 1.00
User AdJ: 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17
- lnal Vol. : 97 473 197 146 490 51 50 1721 68 305 1393 60
-----------:---------------: :----------~----: :---------------: :---------------:
~aturatIon Flow Module:
~t/Lane: 1800 1800
~dJustment: 0.78 0.78
Lanes: 1.00 ~.(10
I nal S:-t.: 1404 :2808
1800
0.78
1.00
14\)4
1800 1800
0.780.7e
1.00 0.90
1404 1:271
1800
0.78
0.10
1800 18':'0 1800 1800 1800 1800
o. 78 0.78 0.78 0.78 0.78 0.78
1 . (1(1 1 . -~: 0.08 1.00 1. 9~ 0.0:3
1404 '27',1 1(17 1404 :269:- 115
. , . ,
t--------------~I ,--~------------.
1~3
-~---------:-----~---------~ :-~-------------:
~ 3.paCI ty- Analysls Module:
:Jl/Sat: (I. (17 (1. 17 0.14 n. 10 0.-:'9 0.:-9 O.Cl4 O.'s4 (~. 64 c). ~~ 0.5~ (). 52
Crlt Moves: **** ***-If ***-. ****
Green/eycl e: o. (l5 0.=1 0.:21 o. 1- 0.29 0.:9 0.04 l). ':'9 0.49 o. 17 0.61 0.61
-'
:Jll.J.me/CCl~~ 1.:'1 0.78 (\.65 0.78 1. :.1 1."3",1 0.85 1.-:,1 1. :.1 1.:'1 0.85 0.85
-----------:---------------: :~---~~----~----:
---------______1 I
. I
evel Of Servlce Module:
elay/Veh: :97 ~1.8 :20.0 ~2.4 226 346.:: 65.5 208 318.9 =41 10.4 46.2
Delay AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
^dJDel/Veh: :97 21.8 ~O.O 32.4 226 346.3 65.5 :208 318.9 :41 10.4 46.=
Lteue: 9 7 3 -3 36 5 2 1:24 7 :23 1 7 ~
*****************************~************************~*************************
00123
~
TrafflX System VerSIon 6.3
(c) 1991 DA
LIcensed to Ka~u AssOcIates
! 91 S'SM. HJ
Tue May 1:, 199~ 13::4:5~
Page 4-1
1919 SANTA MONICA 80ULEVARD UPDATE
YEAR ~Oo: CUMULATIVE PLUS GENERAL OF~ICE
F'M PEM HOUR
Level Of SerVIce ComputatIon Repc~t
1985 HeM OperatIons Method
*****************************
* Base Volume AlternatIve *
*********************************************~*******~+************************
IntersectIon #3 :OTH STREET & SANTA MONICA BL
******************************************************~************************
rele (sec): 60 CrItIcal Vol./Ca~. (X): 1. 46:!,
Loss TIme (see): 0 Average Delay <sec/veh): OVERFLOW
"otImal Cycle: 180 Level Of SerVIce: F
*******************************************************************************
~pproach: North Bound South Bound East Bound West Bound
Movement: L T R L T R L T R L T R
----------~:-------~-----~-: :--~------------r :--~~-~-~~------: ~~~-------------:
~ontrol : Left PhasE Left Ph.:lse Left P~;ase Left Phase
RIghts: Include Include Include Include
In. Green: l) 0 0 I) 0 (3 () {) I) 0 0 0
anes: 1 0 1 1 0 1 0 1 1 0 1 0 . 1 0 1 0 1 1 0
&
, I
------------I---------~-----I
:---------------:
. ~ 4 ~
I----~-------~--f 1---------------L
olume Modul e:
Inlti.:11 Vol: ~99 ""'"''''' 111 130 1077 146 49 17E' 147 91 1663 ~59
....J~....J
Growth AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
CE AdJ: 1.00 1.00 1 . 00 1.00 1.00 1.00 1.00 1.0':' 1 . 00 1.00 1.00 1. 00
LF AdJ: 1. 00 1. 05 1.00 1.00 1. 05 1.00 1 . 00 1.05 1.00 1.00 1. 05 1.00
User AdJ: 1.08 1. 08 1.08 1. 08 1.08 1. 08 1.08 1.08 1.08 1. 08 1.08 1. 08
- Inal Vo 1 . : 323 595 1~0 140 12~1 158 53 1939 159 98 1886 280
---------~-:-----~-----~---~ :---------------~ :~----------~~--: :--------------~i
C:;aturatlor. Flo~ Module:
at/Lane: 180(' leOO 1800 1800 1800 1800 1800 18(":: 1800 1800 1800 1800
HdJLlstment: 0.8: 0.8:' 0.8: 0.8:2 0.82 0.8: 0.8: 0.8: 0.8:2 0.8~ (l.8~ 0.8:2
L.:.nes: 1 . (10 1. 66 0.:'4 1 . (1(1 1. 77 (J. ~:; 1 . 00 1. E:S ('. 15 1.00 1. 74 0.:'6
InClI Sat. : 1476 :'457 4Q5 1476 2614 338 1476 :7:'Q ...,.....,- 1476 ~571 ::81
---
I ~~---------:----------~----~ :-------------~-
4_~_____________1
, ,
~cpacIty ~nalysls Module:
cl/S.:It: O.:~ 0.:'4 0.:4
'Crlt Mo....e5: ****
,Green/Cycle: 0.15 0.:'4 (1.::4
'olume/C~~: 1.46 0.7:' 0.72
O. 10 0.47
0.::::
0.47 0.04 O. 71
****
(I. ~....., O. '-C ().. 4:::'
~.~
(I. 71
****
0.49
1. 46
0.07 0.7-:'
****
0.05 0.51
1 . 46 1. 45
0.7~
(1. 1 ~
0.51
1. 45
0.7~ 1.46 1.46 1.45 1.4~
---~--~----:---------------: ~--------~~-----: :----~~---------: ~--~------------~
evel Of SerVIce Module:
elay/Veh: 403 15.6 ~~.8 ~7.4 :'75 435.6 518 :7: 4-:'6.~ 47~ -:'54 -:'90.1
Delay AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
^dJDel/Veh: 403 15.6 ~:.8 :7.4 375 4~5.6 518 37~ 4-:'6.: 473 354 390.1
ueue: 36 8 ~ 3 130 19 7 :18 ~1 I: :08 34
*********4**********************************************************************
00124
f. TrafflX System VerSIon 6.3
(c) 1991 DA
Licensed to kaku Associates
~Q1QSM. IN
Tue May 1~, 199: 1~::4:5~
F.:-ge 5-1
1919 SANTA MONICA BOULEVARD UPDATE
YEAR ~OO~ CUMULATIVE PLUS GENERAL OFFICE
PM PEAV HOUR
Level Of SerVIce ComputatIon Report
1985 HC~ OperatIons Method
*******.******************.**
* Base Volume AlternatIve *
***.*********.*******************.*********************************************
IntersectIon #4 ~0TH STREET ~ COLORADO BL
*******************************************************************************
ycle (see): 60 CrItIcal Vol./Cap. (X): (\.940
Loss TIme (see): (l Average Delay (sec/ve-h): ~O. 7
nptlmal Cycle: 180 Level Of SerVIce: C
*******************************************************************************
Hpproach: North Bound South Bound E8st Bound West Bound
Movemen t : L T R L T R L T R L T R
-----------:~---~~~~-~~----: :---------------: :---------------: :---------------~
antral: Left Phase Left Ph.:'l.se Left Phase Left Phase
RIghts: Include Include Include Include
In. Greer. : I) 0 0 0 0 I) (I 0 0 r) I) 0
ames: 1 0 1 1 I) 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0
----------~-:---------------: :----~-~~---~~~-: ~------~--~-----: :-~-------------~
olume ModLll e:
..n1tlal Vol: 30 475 60 38 1088 :1 45 10:::'0 114 159 995 - -
Growth AdJ: 1 . 00 1 . 00 1 . 00 1.00 1 . 00 1.00 1 . 00 1. (10 1.00 1.00 1.00 1.00
CE AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1 . 00 1.00 1.00 1.00 1. 00 1.00
LF AdJ: 1.00 1. 05 1. 00 1.00 1.05 1.00 1.0(1 1 . 05 1.00 1.00 1.05 1.00
User AdJ: 1. 14 1. 14 1. 14 1. 14 1. 14 1. 14 1. 14 1. 14 1. 14 1. 14 1. 14 1. 14
-1 nal Va 1 . : 34 569 68 4' 1302 ~4 51 1221 130 181 1191 38
-'
-----------:--~-----~~-----: :------~-~~-----: :------------~--: :---------------:
Saturatl o~, Flow Module:
at/Lane: 1800 180(1 180(1 1200 Isno 1800 1800 1800 1800 180(1 1800 18(1(1
,dJLlstmen':. : 0.88 0,88 0.88 0.88 0.88 0.88 0.82 0.88 0.88 0.88 0.88 i)" 82
La.nes: 1. (1(. 1. 79 I). ~ 1 1.00 1.96 0.04 1.00 ::. t)~) 1 . (Il) 1.00 1. 94 (l. (l::.
lnal Sat. . 1584 ~8~8 340 1584 ::111 57 1584 :'168 1584 1584 ;1)71 en
.
-----~-~---:-----~-------~-: :--~~------~~---~ ~-------------~-: ~-~---~---------:
,....~paclty ~nCllyslS Module:
~ ol/SClt: O.O~ n.:?o O.~O O.()~ (1.4= (1.4::: 0.0: (1 -0 0.08 ('. 11 (;. ~9 O.~S'
_ . _, f
'U-l t Moves: **** ~HHHi' **** ****
jGreen/Cic 1 e: ('. ')2 0.41 0.41 (1.06 0.45 (1.45 0.04 (1.41 0.41 O. 1: 0.49 0.49
01 L\me lC8j:.: ('.94 1).49 ('.49 1).4C:; 0.94- 0.94 0.79 0.94 {) . ~t) O.Q4 ('.79 O.7'='
-----------:---------------: :--------~~-----: :----~~-~~---~--: :--------~------:
, evel Of SerVIce Module:
'e 1 ay IVeh : 112 1 <). 3 1:::'. 1 ~4. 4 ~ 1.5 1: 1 . 1 5~. 1 :?~. 8 8. 8 54. 7 11.9 47. ~
Delay AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
~dJDel/Ver.: 11~ 10.3 12.1 ~4.4 21.5 121.1 5~.1 2~.8 8.8 54.7 11.9 47.~
lueue: "':I 6 1 1....., 1 1 21 1 5 15 1
~*******************************************************************************
0012S
TrafflX System VerSIon 6.3
( c ) 1 991 DA
Llcensed to Ka~u ASSoclates
& ~
ltt19SM.IU
Tue May 1:, 199: 10:51:57
P<Olge 4-1
1919 SANTA MONICA BOULEVARD UPDATE
YEAR ~ou: CUMULATIVE PLUS GEN ~ MED OFFICE
AM PEA. HOUR
Level Of Service ComputatIon Report
1985 HCM Operatlons Method
***************~*******~*****
* Base Volume AlternatIve *
~*******~************~*********************************************************~
IntersectIon #: :OTH STREET & WILSHIRE BL
*******************************************************************************
ycle (see): 60 CrItical Vol./Cap. (X): 1.13:-
Loss Tlm~ (sec): 0 Average Delay (sec/veh): 6~.6
npt 1 mal eycl e: 180 Level Of Servl ce: F
*********************************************************************~*********
Approach: North Bound South Bound East Bound West Bound
Movement: L T R l T R L T R L T R
-----------:-------~~-~~~--: :~--~~~-~-------: :-----~~--------~ :--------~------:
~ont,..ol : Left Phase Left Phase Left Phase
RIghts: Inc1 ude Include Include
In. Green: 0 I) 0 I) 0 (l (l 0
anes: 1 0 .... I) 1 1 0 0 1 I) 1 0 1 1
..
left Phase
Include
001) 0
010 1 1 0
-------~----:~----~---------: :---------------: :--~------------: :------~--------:
olume Module:
!nltlal Vol: 117 ~46 110 180 430 60 42 1243 13: 161 10:'0 59
Growth AdJ: 1 . 00 1. 00 1.00 1.00 1 . 00 1.00 1.00 1.00 1.00 1. 00 1.00 1 . 00
CE Ad;: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00
LF Ad;: 1.00 1. 05 1. 00 1.00 1.00 1.00 1 . 00 1.05 1.00 1 . (u) 1. 05 1.00
User AdJ: 1.07 1. 07 1. 07 1. 07 1.07 1. 07 1. 07 1. 07 1.07 1.07 1. 07 1.07
'-1 nal Vol.: 125 276 118 193 460 64 45 1397 141 17::2 1157 6~
-'
---------~-:-----~~--------~ ~---------------: :---------------: :-------~----~--:
t::aturatl'::ln Flow Module:
<Olt/Lan~: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800
HdJustme;-;t: 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78
Lanes: 1.00 :.00 1 . (II) 1.0(1 0.88 O. 1: 1 . 00 1. 8::2 0.18 1.00 1.90 o. 10
in.:\! Sat. : 1404 :S()S 1404 1404 1....'.... 17: 1404 :550 ~58 1404 ::2663 145
--'-
, I
----~-----~I-~-------------I
:---------------~
I , I
t---------------i I
~ apaclty AnalysIs Module:
ol/SClt: 0.09 0.10 O.OS o. 14 0.-:'7 0.-:'7 (1. (1-:' 0.55 0.55 O. 1:: 0.4:- 0.4:-
Crlt MO'v2s: **** **** **** ****
r:;reen/C;lcl e: ('.08 0.17 o. 17 0.:24 0.3-::: 0.3-::: O. (,4 ('.48 (1.48 o. 11 ~). 55 l).55
olume/C3p: 1. 1-:' 0.58 0.49 0.58 1. 13 1. 13 (}.79 1. l' 1. 13 1. 13 (J.79 O. 7'7'
-'
--~---~----:---------------:
I I I I C I
.---------------, .---------------, t--~-~--~-------I
evel Of SerVIce Module:
elay/Ve~: 146 18.9 18.7 17.4 102 175.:' 54,8 8-:::.2 133.0 133 10.3 33.9
Delay AdJ: 1.~) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
~dJDel/Veh: 146 18.9 18.7 17.4 10~ 175.3 54.8 83.~ 133~O 133 10.3 33.9
'ueue: 7 4 2 3 20 4 1 55 8 9 15 .....
********************************************************************************
00125
TrafflX System VerSIon 6.3
(c ) 1991 DA
LIcensed to kaku ASSOCIates
l~19SM. IN
Tue May 1~, 199~ 10:51:58
F'age 5-1
1919 SANTA MONICA BOULEVARD UPDATE
YEAR :OO~ CUMULATIVE PLUS GEN ~ MED OFFICE
AM F'EM HOUR
Level Of Se~vlce ComputatIon Report
1985 HeM Oper~tlons Method
*****************************
* Base Volume Alte~natlve *
~*******************************************************************************
IntersectIon #3 ~0TH STREET ~ SANTA MONICA BL
*******************************************************************************
ycle (sec): 60 C~ltlcal Vol./Cap. (X): 0.918
Loss TIme (see): 0 Average Delay (sec/veh): :3.0
'"':Jtlmal Cycle: 180 Level Of ServIce: C
*******************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L T R L T R L T R L T R
---~----~--:-~-------------: :-----~------~--: ~--------~------~ :----------~~---:
~ontrol :
RIghts:
In. Green:
anes:
Left Phase
Include
I) 0 0
10110
Left Phase
Inclllde
0<)0
10110
Left Phase
Include
o 0 0
10110
Left Phase
Include
I) 0 0
1 0 1 1 0
------------:---~----~------: :---~~-----~--~~: :---------~-~---: :---------------:
olume Modul e:
InitIal Vol: 159 748 143 113 619 ...- 59 793 48 56 10~5 ~58
..J_'
Growth AdJ: 1 . 00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 1.00 1.00
CE AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 1.00 1.00 1 . 00
LF AdJ: 1.00 1.05 1.00 1.00 1.05 1.00 1 . 00 1.05 1 . 00 1.00 1.05 1.00
User AdJ: 1. 04 1.04 1.04 1.04 1.04 1.04 1. 04 1.04 1.04 1. 04 1.04 1. 04
lnal Vol . : 165 817 149 118 676 55 61 866 50 58 1119 268
-----------:-------~------~: :---~-----------: ~---------------: :---------------~
C::aturatIon Flow Module:
at/Lane: 1800 18(10 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800
HdJustment~ (l. 8~ 0.82 0.8:2 (1. 8~ 0.8: 0.8: 0.8~ 0.8~ O.8~ 0.8:: 0.8:: 0.8:2
Lanes: 1.00 1. 69 0.31 1 . (1(1 1. 85 e'.15 1.00 1. 89 O. 11 1 . 00 1. 61 0.:9
1nCll Sat oil : 147t :497 455 1476 '::.7:9 ..,"'- 1476 ~791 161 1476 ~381 571
~~-
--~--------:-------------~~: ~-----~---~---~-: :--~--------~---: :---------------:
- <3pac It)' AnalYSIS Module:
ol/Sat~ o. 11 o. -- O. -- O.OE c). :5 0.:5 0.04 c). :: 1 0.::1 0.04 0.47 0.47
: - - - -
Cnt MovE':: **** ***+- *-li-** ***..
Gt-een ICyc 1 e: 0. 14 0.-:"6 (). ~6 (I. 09 0.::0 0.-:"0 0.05 0.49 0.49 0.06 0.51 n.51
olume/Ccp: 0.81 O.9~ 0.92 0.9: 0.81 0.81 O.9~ 0.6:- 0.6:, 0.62', O.9~ 0.9::
-----------:-~~~--~~-~-----: :----------~----: :-------------~-: :---------~--~-~:
evel Of ServIce Module:
elay/Veh: ::3.8 ~4.5 47.9 59.9 19.1 47.8 79.6 9.:2 18.3 ~9.6 18.4 ~~.~
Delay AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
^dJDel/Veh: 33.8 ~4_5 47.9 59.9 19.1 47.8 79.6 9.2 18.3 29.6 18~4 33~3
ueue: 4 15 4 4 11 : 2 10 1 1 19 6
********************************************************************************
00127
TrafflX System VerSIon 6.3
(c) 1991 DA
LIcensed to Kaku AssocIates
! 9 1 951'1. It ~
Tue May 1:, 199: 10:51:59
Page 6-1
1919 SANTA MONICA BOULEVARD UPDATE
YEAR 200: CUMULATIVE PLUS GEN ~ MED OFFICE
AM F'EA.~ HOUR
Level Of Service Computatlon Report
1985 HCM Operations Method
***********~*************+***
* Base Volume Alternative *
,********.*******+**********************~***************************************
Intersect:on #4 20TH STREET ~ COLORADO BL
********.**********************************************************************
ycle (sec): 6(1 Cr-ltlcal Vol./Cap. (X): 0.809
Loss Tlme (see): 0 Average Delay {sec/veh): 1:::.4
~ptlmal C\"cle: 120 Level Of Servlce: B
********+**********************************************************************
f4pproach: North Bound SOLlth BOLlnd East BOLlnd West Bound
Movement: L T R L T R L T R L T R
-------~-~-:---------------: :---------------~ :---------------: :-------~--~-~~-:
_ontrol: Left Phase Left Phase Left Phase
Rlghts: Include Include Include
In. Green: (l 0 0 0 (J 0 0 (J
anes: 1 I) 1 1 0 1 0 1 1 0 1 0 2 (I
Left Phase
Include
o 0 0 0
1 1 0 1 1 0
---~--------:---~-~---------: :----------~--~-: :---------------: :--------------~:
olume Module:
!nltlal Vel: .... 765 158 37 610 ~7 ::9 10::4 64 50 586 4:-
-
Growth Ad; : 1.00 1 . 00 1 . (JO 1.00 1.00 1.00 1.00 1. 00 1.00 1 . 00 1.00 1.00
CE AdJ: 1 . 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
LF AdJ: 1.00 1.05 1 . 00 1.00 1.05 1. 00 1.00 1.05 1.00 1.00 1 . (15 1.00
User AdJ: 1. 16 1. 16 1. 16 1. 16 1. 16 1. 16 1. 16 1. 16 1. 16 1.16 1. 16 1. 16
- 1 nal Vol. : 2 932 183 43 743 31 45 1~47 74 58 714 50
-----------:-------~-------: :---------------: ~--~------------: :-------~-------:
C:atur.;.tIo;- Flm<l ModLll e:
at/Lane: 1800 18(11) 1800 1800 1800 1800 18[)(1 1800 180(\ 18(10 1800 1800
ndJustmen":.: 0.88 n.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 O.SE
Lanes: 1 . (1(1 1. 67 (1 ~~ 1.00 1. 9~ n.ns 1 . (1(. :.0(\ 1. n,) 1.00 1. 87 0.1:'
- . -,_.
lnal Sat. . 1584 :647 521 1584 :'040 l~e 1524 ::168 1584 1584 ::961 :07
.
-----------:----~~~~~~-~---; ~~~~------------: ~---------------~ ~~--------------~
~ apaclty c...nal 'y"~l s Module:
aI/Sat: u.oo O. ~<::" 0.:'5 0.0:' 0.~4 0.::4 t). (I-=- 0.::9 0.05 0.04 C'. :4 0.::4
_.....J
Lrlt Mov e ~ : **** **..* ..**~ ****
Green/Cy.==- e: 0.1)(1 0.4:: 0.4::' 0.03 (\.47 0.47 O.Ot (1.49 0.49 0.05 0.48 (1.48
olume/CC',:: t). 5:' 0.81 O.Bl (1.81 0.52 0.5:2 0.5~ 0.81 O. 10 0.81 ().51 0.51
~ ~-~~~~-----:-~------~~~----: :---------------: :---------------: :--------~-~----:
evel Of ~2rvlce Module:
elay/Veh: 70.0 14.5 ::4.5 60.7 9.0 15.0 25.0 1:.4 6.4 53.1 8.6 11.8
Delay AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
~dJDel/Ve~: 70.0 14.5 :4.5 60.7 9.0 15.0 25.0 12.4 6.4 53.1 8.6 11.8
lueue: I) 12 3 1 7 0 1 16 1 2 7 1
********************************************************************************
00128
TrafflX System VerSIon 6.3
( c ) 1 991 DA
LIcensed to Kaku ASSOcIates
.
.. ...1Q=....i.. !~..
1 '-,...1 ,} L"', 4 ~ 1 Q 0:::. .: l' I: 1":; : ~. =,
~.=,;:;e 1-1
1919 SANTA MONICA BOULEVA~D LP~ATE
YEAF. :\)\ C CUMULAT I VE PLUS GEN ~) MED OFF ICE
AM F'EA~, HOUR
~--------------~-~-~~-------------------~-------~--------~-~~--~--~-~~----~--~--
Le~el Of SerVIce ComputatIo~ Repcrt
1985 HeM Ope~atlons Method
***********~~****************
* Base Volume Alternatl~e -
~~~**~**.*****~******************~*********~***********************************
,te~se~tlon n5 CLOVERFIELD BL ~ SANTA MONICA BL
******~**+************************************************~*********************
r\/cle (se:;:): 60 Crltlcal Vol./::ap. (X): 1.016
: :JSS TIme: {sec): (I Aver-age Delay (sec/veh>: :?9.9
uptlmal Cycle: 180 Level Of Se~vlce: D
******~*************************************************************************
Jproach: North Bound South Bound East Bound West Bound
~vement: L T R L T R L T R L T R
------------:-~--~--------~-: :-~-~-----------: :---------------: :---------------:
- Jntrol: Left Phase Left F'hase Left PI-leIS€? Le+t Phase
1 ghts: Include Include Include Include
MIn. Grec-': (- C- O 0 (l (I (J I) (l (l (I (F
I ~nes: 0 I) 0 -. 0 (I (, 0 (J (J (i 1 1 0 1 (J .... (l I)
~ .' ~
------~----:-~-~-~---------; t----~----~--~--: :----------~----: :~--------------:
Volume Mo::ule:
"HtlClI Vol: 685 0 ~7~ 0 I) 0 0 878 399 4~~ 119~ 0
' .
~owth AcU: 1.00 1.0(l 1.00 1.00 1.00 1 . (ll) 1 . (II) 1.0e1 1. (lO 1.00 1.00 1.00
PCE Ad]: 1.00 1 . (l(l 1. (1(1 1.00 1.00 1.0Cl 1 . (ll) 1 . 00 1 . 00 1 . 00 1.00 1.1)(\
."_F AdJ: 1.05 1.00 1.05 1 . 00 1.00 1.00 1. (II) 1.05 1.00 1.00 1. 05 1.0(J
5er Ad]: 1. 12 1. 12 1. I:? 1. 1:: 1. 12 1. 1:: 1. 1:: 1.12 1. 1:: 1. 1:: 1. 1:: 1. 1::
Flnal Vol. : 806 0 ::::::0 0 0 0 0 1 ("1'-::;<: 447 485 140:: I)
------------l---------------: ~---------------: :---------------: :---------------:
,-,aturCltlcn Flow Modul e:
Sat/LanE: 18(1(1 18(10 1800 1800 1800 18Clel 1900 lE(-!) 1800 180() 1800 1 gCJ(l
jJ...;stme:-t: ('.89 0.89 ('.89 0.89 0.89 ('.89 0.89 0.8i 0.89 0.89 0.89 0.89
3.n E s : :?,(i(i (1, (1(' :? Ot) O. (ll) O. (10 (i.OO (~. ~:1 (~ 1.40 (i. .t,C) 1.00 ~. (:() ().. (1("'
FInal S~t* : 3204 I) :;::04 0 (I 0 (1 :::"36 9b8 16 c):: :;~O4 (,
___________i____~__________~
, ,
:------~-~------: :---------------,
Lap~clt> ~~Bl,--- Mo~~l_:
;..lc,1/SCit: '),::5 (-I.C(i (I.lel
: ,- 1 t Mev EO ::: : *' *., t-
l_reeJ'1/C'1=le: ,=5 ~-. {)(I (.:=
\'01 ume i C.=,;: : 1 t)2 \-'. 1:'(1 \-, 4(1
I ,,'. \ ('. ((t
(). <
( . - () c; '- 46
I .-+c
~*:H"
(1. _,;.\ (. 44
****
c.. j -C'-
t-*+~
('. (Ie' ('. e'l)
e,. ( ,(' :. (11)
('. i_ \ (~
(I II L -H-' ~'. 4 S
.Ie:-
. ......,...)
o. 'W" -, r-l. 75
1 . (I:: (I. 5E
,-\ "'71::'"
\.. , T....
'"I. ,....,(-.
U. ':J' 1. U::
1. (C
(~ ()f:".
i ________~__:_______~~______ :__________~___~~ ;_~~__~___~____~: :~_~__~________~~
Level Cf SerVIce Module:
nelay/Ve~: 46.1 0.0 14.7 0.0 0.0 0.0 0.0 38.4 50.1 5::.~ :.8 0.0
elClY Ad]: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Hd]Del/Ven: 46.1 0.0 14.7 0.0 0.0 0.0 0.0 ~8.4 50.1 5::.: ::.8 0.0
OLleue: 20 (1 4 I) n (I n 24 1'3 13 9 0
*******~***~***************~***************************************************
00129
TrafflX System VerSion 6.3
( c ) 1991 DA
LIcensed to Ka~u Associates
,.
J.~19SM. IN
Tue May 1:, 1992 10:~8:45
Page :'-1
1919 SANTA MONICA BOULEVARD UPDATE
YEAR 2002 CUMULATIVE PLUS BEN ~ MED OFFICE
PM PEA. HOUR
Level Of SerVlce Ccmputatlon Report
1985 HeM Operatlons Method
*~***************************
* Base Volume Alternatlve *
k*********************~********************************************************
Intersectlon #1 17TH STREET ~ SANTA MONICA BL
f****************************************************~*************************
I Jele (see): 61) Cntlcal Vol. /Ci'lp. (X): 1.1)10
Loss TlmE (sec): (1 Average Delay (see/vet-d: :'4.5
r?tlmal Cycle: 180 Level Of Servlce: D
~************************~*****************************************************
Hpproach: North Bound South Bound East Bound West Bound
Movement: L T R L T R L T R L T R
-----------:-----~---------: :~--------------: :---------------: :-------~----~~-:
L .3ntrol : Left Phase Left Phase Left Phase Left Phase
Rlghts: lnclllde Include Include Include
Ln. Green: 0 0 0 I) l) 0 I) (> I) 0 0 0
;l,nes: 1 (I I) 1 0 1 0 0 1 0 1 0 1 1 0 1 0 1 1 0
------------:---------------: :-~---------~---: :---------~~----: :---------------:
J 1 LIme Mod..Jle:
J.l'H t 1 al Vol: 61 :;04 49 136 :'61) ~..... 4: 1356 67 <="<=" 1085 79
-'... .J...J
Growth AdJ: 1 . (II) 1.00 1.00 1. 00 1.00 1.00 1. 00 1.00 1.00 1.00 1.00 1 . 00
:E AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.0(' 1.00 1.00 1.00 1.00 1.00
_F AdJ: 1.00 1 . 00 1.00 1.0(1 1.00 1.00 1.00 1.05 1 . 00 1.00 1.05 1.00
User- AdJ: 1. 10 1. 10 1. 10 1. 10 1. 10 1.10 1. 10 1. 10 1. 10 1. 10 1. 10 1. 10
- lnal Vol. : 67 :::34 54 150 396 35 46 1566 74 61 1253 87
-----------:------------~--: :------~---~----: :---~---~------~: ~---------------:
c;~tLtratlor. Flow ModLll e:
3.t /Lane: 1800 1800 1800 1800 1800 1800 1800 1800 18(1) 1800 1800 180n
ndJLtstment: 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78
Lanes: 1 . (l(i ().86 0.14 1.00 o. 9: 0.08 1 . I)(J 1. 91 0.09 1 . (Ii) 1. 87 O. 1:'
Inal Sat. : 14\)4 1:09 195 1404 1289 115 1404 :682 1~6 1404 26~6 1E2
--------~--:------------~--: :---------------: :
~______~-_____~I I
I I
r3pac 1 ty A-I<31YS1S Module:
. :>l/SClt: O. (IS () . :28 (~.. 28 o. 11 n.:;l c).31 (l. I):; ('.58 ('.58 O. ()4 (1.48 0.48
Lrlt MO'ves: **** **** *~** ****
f3reen/Cycle: (1. .:)5 0.'::.7 0.:7 (1. 11 n. ~- o. -- (l.04 O.5E ().58 0.04 0.58 0.~8
- - -~ .....
:=,lLlme/C~i=: o. q4 1.01 1.01 1.01 0.94 0.94 ('. 8~ 1.01 1.01 1.01 0.82 t)" S=
---~-------:-------------~~~ :------~--------: ~--~----~-----~-: :---------------:
avel Of ServIce Module:
~Iay/Veh: 8~. 1 57.8 116.0 80.9 35.5 101.5 61.5 ~9.8 94.9 116 10.4 33.1
Delay AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
~dJDel/Veh: 8~.1 57.8 116.0 80.9 :'5.5 101.5 61.5 :9.8 94.9 116 10.4 33.1
ueue: 3 10 3 5 9 ~ 1 34 3 3 16 ~
********************************************************************************
00130
TraffIX System VerSIon 6.3
( C ) 1991 DA
LIcensed to Kaku ASsocIates
. .
!. 9 1 9SM. IN
Tue May 12, 199: 10:58:46
Page 4-1
1919 SANTA MONICA BOULEVARD UPDATE
YEAR :00: CUMULATIVE PLUS GEN ~ MED OFFICE
PM PEA. HOUR
Level Of Service Computation Report
1985 HeM OperatIons Method
********~********************
* Base Volume Alternatlve *
********************~**********************************************************
Intersection D: :OTH STREET & WILSHIRE BL
*******************~***********************************************************
ycle (Eec): 60 Crltlcal Vol./Cap. 0): 1.310
Loss TIme (see): 0 Average Delay (sec/veh>: OVERFLOW
"ptlmal Cycle: 180 Level Of Service: F
*******************************************************************************
Hpproach: North Bound SOLlth Bound East Bound West Bound
Movement: L T R L T R L T R L T R
-----------:----~----------: :--~-----------~: :----------~----: :---~~~---~~----:
_antral: Left Phase Left Phase Left Phase Left Phase
Rights: Include Ioc 1 L\de Include Include
In. Green: 0 0 I) 0 0 (I 0 I) (I I) 0 0
anE'S: 1 I) "') (I 1 1 0 0 1 0 1 I) 1 1 0 1 0 1 1 0
-
------------:-~~--------~---: :--------~------: :---------------: :~-------~-~----~
olume Module:
...nltlal Vol: 83 :::87 168 1""'C' 4~0 44 4- 1401 58 ~61 11 :'4 51
_0 -'
Growth AdJ: 1. 00 1.00 1.00 1 . 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
CE AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
'LF AdJ: 1.00 1.05 1.00 1.00 1.00 1.00 1.00 1.05 1.00 1. 00 1. 05 1.00
User AdJ: 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17 1. 17
- lnal Vol. : 97 475 197 146 491 51 50 1721 68 305 1393 60
-----------:---------------: :~--------------:
I I ~ t
I-~----~~-------. ~---------------t
SaturatIon Flow Module:
at/Lane: 180(1 1800 lsnl) 180(1 180(1 1800 1800 1800 1800 18(1l) 1800 1800
.....dJLlstment: 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 u.7S 0.78
Lanes: 1 . (1(1 ~.O(J 1.00 1. (1(1 0.91 0.09 1.00 1. 9: (1.08 1. (ll) 1. 9: ,).08
Inal S~ t. = 1404 :808 1404 1404 1:71 1~~ 1404 :701 l(q 1404 :693 115
---~~~-----:---------------~ ~~--~-----------; :----~-~--~-----~ ~-~~-~~-----~---:
r"'apaclty {:.,'1.;\! YSl S t10dul e:
'01 /Sat : 0.07 O. 17 ell 14 O. 10 (, -0 (\ -0 (I. (14 (1.64 (1.64 (). ~:: C' <:>...... (t. 5::
- . _, .I' _ . _- t _ .1...l_
CrIt MovE'=: **** **** **** ****
,Green/Cycle: (1.05 0.:': 0.:: (I. 1:: (J III ::(J 0.:'0 ('.04 (1.49 0.49 O. 17 (\.61 0.61
I '01 ume/Cal=': 1.-:.1 0.79 0.65 0.79 1. ::1 1. ;.1 0.85 1. :,1 1. 31 1.::1 (1.85 0.85
l __~________:_~~__~__~__~___: :__________~_~__:
I I . t
!---------------I.---------------t
evel Of SerVIce Module:
Ie I a y / Veh : :98 : 1 . 8 19. 9 :,:. 6 ~::7:;4 7. : 65. 6 :09 319.8 :41 10. 4 46.:'
Delay AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
~dJDel/Veh: :98 21.8 19.9 32.6 ::7 347.2 65.6 209 119.8 ::41 10.4 46.:'
lueue: 9 7 ::: 3 36 5 .... 1 :4 7 23 17 2
********************************************************************************
00131
TrafflX System Version 6.3
(c ) 1 991 DA
Licensed to Kaku ASSOcIates
1'7'19SM. Ir~
Tue May 1:, 199: 10:58:47
Page 5-1
1919 SANTA MONICA BOULEVARD UPDATE
YEAR :00: CUMULATIVE PLUS GEN ~ NED OFFICE
PM PEA. HOUF..
Level Of ServIce ComputatIon Report
1985 HeM OperatIons Method
***.*************************
* Base Volume AlternatIve *
~~******...*****************************************************~***************
IntersectIon #3 :OTH STREET ~ SANTA MONICA BL
f******************************************************************************
'jcle (se.::): 60 Ct-ItIcal Vol./Cap. (X): 1.474
Loss TIme (sec): (I Average Delay <sec/veh): OVERFLOW
~~tlmal Cycle: 180 Level Of ServIce: F
~*******.**********************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L T R L T R L T R L T R
----~------:-----------~~--: :~~----------~-~: :-~-------------: :---------------:
.....:>ntrol:
RIghts:
In. Green:
3.nes:
Left Phase
Include
000
1 I) 1 1 0
Lef t F'hase
Include
o 0 0
1 0 1 1 (I
Left Phase
Include
000
10110
Left F'hase
Include
o 0 0
1 0 1 1 0
------------~---~-----------: :---------------: :---------------: :---------------:
:Jlume Module:
J.nltlal Vol: 306 <=",,0::- 111 1-0::- 1090 149 49 1710 147 91 1666 :59
oJ_oJ _'oJ
Growth Ad] : 1.00 1.00 1.00 1.00 1 . 00 1.00 1.00 1. 00 1. 00 1. 00 1.00 1.00
:E AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 1.00 1.00 1.00
l _F Ad]: 1.00 1.05 1.00 1.00 1 . 05 1.00 1.00 1. 05 1.00 1.00 1.05 1.00
User Ad]: 1. 08 1. 08 1.08 1.08 1.08 1. 08 1. 08 1.08 1. 08 1.08 1.08 1. 08
---I nal Vol. : 330 595 120 146 1236 161 53 1939 159 98 1889 280
-----------:-------~-------: :---------------: :---------------~ :---------------:
c:lturatl0. Flow ModLlle:
:It/Lane: 180(\ 1800 1800 180(1 18(10 1800 18C'0 18r)0 18('(1
HdJllstment: O.8~ 0.8: 0.8: 0.8~ 0.8: 0.8: 0.8: 0.8: 0.8:
Lanes: 1.0CI 1. 66 0.:'4 1. (Xl 1. 77 c).. :3 1. l)() 1. 85 ('. 15
Inal Sat ~ : 1476 :457 495 1476 ~61:: ::40 1476 :7:9 ",,-
......-.-.
1 8(\0 180(1
0.82 0.8:
1 . 0(1 1. 74
1476 :::'571
180n
0.8:
'-'. ~6
:81
-----------:---------------: :---------------: :----~------~-~~::
~~paclty ~nclysls
: oI/Sat: (1.. :::
Crlt MOVE=: ****
?reen/Cycle: 0.15
; :)lume/Ca;J: 1.47
t _________~_~_~~~__~________~ :_______________: :_____________~_:
M':Jd u 1 E:
(1. :4 (1. :4 O. 10 0.47 0.47 0.04 0.71 0.71 (1.07 (l.T:' (1. r:.
**** **** ****
(1. :'4 O. :.4 O. 14 ~). -::~ o. -" 0.0:::' 0.48 0.48 (\, (15 (1.5() i). 5()
-'-
0.7: O~7'2 0.7: 1. 47 1. 47 1. 46 1. 47 1. 47 1. 47 1.46 1. 4t:
evel Of ServIce Module:
elay/Veh: 417 15.6 :~.9 :7.1 :'88 449.0 537 :'86 451.1 488 :'71406.9
Delay Ad]: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
~dJDel/Veh: 417 15.6 2:.9 :7.1 388 449.0 537 386 451.1 488 371406.9
; uelte: 38 8 2 3 135 20 8 :24 :' 1 13:' 15 35
********************************************************************************
~
,
l J
00132
i - Trafflx System VerSIon 6.3
( c ) 1991 DA
LIcensed to Ka~u ASsOcIates
r
~ -i19SM. p~
Tue May 1=. 199: 10:58:48
Page 6-1
1919 SANTA MONICA BOULEVARD UPDATE
YEAR :00: CUMULATIVE PLUS BEN & NED OFFlCE
PM PEAl HOUR
Level Of ServIce ComputatIon Report
1985 HCM OperatIons Method
*****************************
* Base Volume AlternatIve *
.******************************************************************************
IntersectIon #4 :OTH STREET & COLORADO BL
*******************************************************************************
y'cle (see): 60 CntIcal Vol./Cap. 0): 0.94:
Loss TIme (sec): 0 Average Delay (sec:/veh): :0.9
n~tImal Cycle: 180 Level Of ServIce: C
*******************************************************************************
Hpproach: North Bound South Bound East Bound West Bound
Movement: L T R L T R L T R L T R
-----~-----:---~~----------: :---------------: :---------------: :---------------~
_ontral:
RIghts:
In. Green:
an e s :
Left Pha.se
Include
I) 0
011
(I
(I
Left Phase
Include
(I 0
1 I) 1 1
I)
o
Left Phase
Include
o
o
o
(J
Left Phase
Include
o 0
011
o
1
1
....
-
o
1
1
o
-----~------:---------------: :-------------~~: :~-~----~----~--~ :---------------:
olume Module:
.inItIal Vol: :'0 478 60 4< 109: :1 45 10:0 114 159 995 36
-'
Growth AdJ: 1.00 1. 00 1 . 00 1.00 1.00 1.00 1.00 1.00 1.00 1.0(1 1 . 00 1.00
CE AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
LF AdJ: 1.00 1. 05 1.00 1.00 1 . 05 1.00 1.00 1. 05 1.00 1.00 1.05 1.00
User AdJ: 1. 14 1. 14 1.14 1. 14 1. 14 1. 14 1.14 1. 14 1. 14 1. 14 1. 14 1. 14
- Inal Vol. : 34 572 68 49 1308 :4 51 1221 130 181 1191 41
-----------:------------~--~ :----~----------: :---------------: :---------------:
C:aturatlon Flow Module:
Clt /Lane: 1800 1800 180(' 1800 1800 1800 180(' 18('0 18(10 1800 1800 1800
MdJustrr.ent: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 (1.88 0.88 0.88 0.88
~.;r.es: 1.00 1. 79 ('. :1 1.00 1. 96 0.04 1 . 00 ::. (.r:~ 1.00 1 . (J(1 1. 9:; 0.07
Inal S~t ~ : 1584 ~830 3:;8 1584 :;111 57 1584 3168 1584 1584 :;06: 106
I I. I I I I i
-----------I~~~------------I I--------------~t I----~----------I I----~-----~~~~-.
;~.,;.pacl t, Anal'y:51S ModLlle:
I aI/Sat: (l. ~)~ o.~o 0.:0 I). (,:; ('.42 0.4~ ('. O~, ('. ~9 (1.1)8 c) . 11 0.:;9 0.:'9
1
'_t-l t M.:J\'e=: *JI'** *.jo.** **** ****
J:r-een ICyc 1 E: (1. (1~ ('.41 0.41 (1. ('6 (l.45 (1.45 (l.04 ('.41 0.41 ( . 1= C'. ..:1.9 C' oil 49
clume/Ci"p: 0.94 0.50 0.50 0.50 (1.94 (1.94 0.79 0.94- (J. :2(\ 0.94 0.79 0.79
--~--~-----:----------~-~-~: :---~-~~--------: :---------------: ~---------------~
, evel Of ServIce Module:
.elay/Veh: 11:; 10.5 1:.5 :4.1 :1.6 1:~.0 5~.9 ~~.O 8.8 55.1 1:2.0 46.0
Dela.y AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
.^dJDel/Veh: 11:' 10.5 12.5 24.1 =1.6 1~~.1) 5~.9 23.0 8.8 55.1 12.0 46.0
uet.le: 2 6 1 1 ~2 1 1 21 1 5 15 1
********************************************************************************
00133
- Trafflx System VerSIon 6.3
( c ) 1 991 DA
LIcensed to Kaku Assoclates
':>1C'-::1".~'.
Thu Jur. 4, 1'7(~.~ 1(': 19:~"'"
FC1:;je 1-1
1910 EAN1A MONICA BOULEVARD UPDATE
YEAR :00: CUMULATIVE PL~S GEN ~ MED OFFICE
FM PEA~ HOUR
Level Of SEr~I=E ComcutBtlon Re~Grt
1985 HeM OperatIons Method
******.**~~*~~***************
* Base Vol~~e AlternatIVE' *
~~~~***.**********************~***~******************************~**~*****~.*~*
,ters2ctIon #5 CLOVERFIELD BL ~ SANTA MONICA BL
*******~*~***********************************~.************~*********~*****~~**~
r'ycle (S2'::); 60 CrItIcal Vol./Cap. (X): (l.982
:JSS TI:n~ (sec): 0 A...'ErClge Delay (sec/veh): :A.(J
wptImal C(cle: 180 Level Of Serv1ce: C
****~**.~~******************************.****~********************~**.*****~****
~proach: North Bound SOLth Bound East Bound West Bound
:Jvemert: L T R L T R L T R L T R
---------~~-:-~~-----~----~-: :---------------~ :----~----------: :---------------:
'"':Jnlrol: Left PhasE' Left PhaSE Left PhasE' Left Phas2
19hts: Include Include Include Include
MIn. Gt- e;en : 0 0 (I (i (~ (I I) 0 I) I) 0 r)
Lanes: .... I) 0 I) .... r) (; (J 0 (1 (I (I 1 1 I) 1 (I .... 0 c'
~ ~ ~ .'
,
, , ,
-~~~-~-----I-~-~--~--------r E
1______---______1 i_______________,
I 4 I .
Vol LIme Module:
; nltla.l Vol: 507 0 580 0 0 [) <) 1~98 ::71 :294 1:25t (l
""'owth Ad] : 1.00 1.00 1.00 1.00 1. (It) 1. (ll) 1 . 00 1. or) 1.00 1.0C' 1 . (l!) 1.00
FeE AdJ: 1 . (ll) 1.00 1.00 1.00 1 . (H) 1.0(1 1.00 1. ('0 1.0(1 1.00 1. (0 1.0('
t-tLF Ad J : 1 . 0:::- 1.00 1.05 1. Or:, 1.00 1.00 1.00 1.05 1.0(1 1.00 1.05 1.00
I ser Ad]: 1.08 1.08 1.08 1.08 1 . 08 1. i)8 1.08 1.IJ8 1.08 1.08 1.08 1.08
rInal Vol. . 575 (J 658 0 (J (i [) 147~ 401 :18 14:4 C'
.
------------~----~----------: :------------~--~ :---------------: :--------~------:
_:\turatIon Flow Module:
Sat/LClre: 190(- 1800 1800 1 :3(\(' 1 :="-.(1 18(\(1 18(10 1800 180(\ 181)(' 181: .) 190 :.,
jJu::trr-er.t: (1 00 0.89 0.89 () a 89 (', g9 (i,89 (1. 89 0.89 0.89 (1.89 ':'.89 r.se;
. . '-I I
.:ones: ~. (J(l (1. (II) :2.00 O. (1(' l ,.-\ t) ,., (,(- O. ('l) 1. ~7 C'.4: 1 ,}( I ~, . If) 1+ . ':1('
. . ~.
Flnc;l ::.:::-:. : -::=04 0 :::21)4 (, (1 (; 0 ::515 686 160= =.~1-)4 (1
-------------:---------------:
. I
I----~~~-~~-----I
._~p2CI:,. ':'n,;I..~SlS M,.:.dule:
\'. ell .I S c. t : ) 'II 1 S (1. (11 ~"I
: t-1 t I'i::> ,'e:; :
l. r-e:e:-,/C"t=l e:
\-'cl UiT,2 1:_=-=:
C.:::1
('. St
n .., 1
.. _.L
- i 21 , 1 ( - , - " - 1:.'(1 ,) (;1:1 C'. ~::! (\ 58 '). ~(. 44
L - . - . - - . . - -' . . -
**-l\-~ **-;0-+ **** *++*
('. =1 , i'l - - - , ! i . It--I ( . ('l - , ( ::9 C ~9 ,', ~(: I)... -0 ....,c
- . . - - . - . - - . . '.' * .
O. qC; (' !o.-\,._ , ()(I ( l 0(1 ,-, 09 ( , 99 ( ) 9'7 (1 S~ ( l( -
. . . . - . . . . . . -
o . .)()
-----------:----------------~ ~---------------:
, . ,
,---------------1 .--~~~------~---,
L
Level C~ SerVIce Module:
f\ela,J'/\..~el-.: :5.: Cl.C) 4:2."3 ('lie! 1~1.':l ':1.() {).(~ ~4.8 4f)t17 5:;.9 ::".(~ ~).Ij
~lay AdJ: 1.00 1.00 1.00 1.ne 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
..."jJDel/VEh: 25.7 0.0 4:2.:: (i.':' (-J" ('.0 0.0 :24.8 40.7 5::.9 :.0 ':'.G
OueuE'; 10 (I 15 (1 0 (J [):;O 11 9 8 0
*****~*~******~~**************~***.***************************************~****
00134
Traff1:~ System VerSIon 6."3
(c~ 1991 DA
LIcensed to Kalu ASSOCIates
J. =?19~M. ItJ
Tue May 1~. 19Q~ 1~::q:5~
Page ~-1
1919 SANTA MONICA BOULEVARD UPDATE
YEAR ~00: CUMULATIVE PLUS GEN & MED OFFICE WITH PAID MITS
AM F'EAI HOUR
Level Of Service Computation Report
1985 HeM OperatIons Method
******************~~*********
* Base Volume AlternatIve *
*****.~*****~~*********************************~*******************************
IntersectIon #~ :OTH STREET ~ SANTA MONICA BL
*******************************************************************************
yele (see): 60 CrItIcal Vol./Cap. (X): 0.827
Loss TUTH? (sec): 0 Average Delay (sec/veh): 16.9
nptlmal Cycle: 132 level Of ServIce: C
*******************************************************************************
Hpproach: North Bound South Bound East Bound West Bound
Movement: L T R L T R l T R l T R
---~-------~--------------~: :-~~~-----~-----:
1_______________4
I ,
~------~--------:
_ontral: left Phase Left Phase Left Phase Left Phase
RIghts: I nc1 ude Include Include Include
In. Green: 0 0 0 I) I) I) (l I) I) 0 l) <)
anes: 1 0 1 1 (J 1 0 1 1 0 1 0 1 1 0 1 0 "" 0 1
....
---~------~-:---------------: ~----~~-~-----~-:
I______--~______I
, ,
:--------------~~
i 01 LIme Module:
.I.nltlal Vol: 159 748 14:- 11::: 619 1::"< 59 79:' 48 56 10~5 ~58
"",-' _I
Growth AdJ: 1 . 00 1.00 1 . 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
. CE AdJ: 1.00 1.00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
; LF AdJ: 1.00 1. 05 1.00 1.00 1.05 1.00 1 . (J(l 1.05 1.00 1.00 1.05 1.00
User Ad]: 1. 04 1. 04 1.04 1.04 1.04 1. 04 1. 04 1. 04 1.04 1.04 1. 04 1.04
("1 nal Va 1 . : 165 817 149 118 676 55 61 866 50 58 1119 268
-------~---:--~~----~------~ l-----~---~-~~--: :---------------~ :---------------:
c:.:aturatlon Flow Module:
at /L.;.ne: 1800 1800 1800 1800 leon 180(' 1800 18(1) 1900 18('0 18('0 180(J
"dJustrr<?n~: O.8~ 0.8~ O.8~ 0.8::? 0.8~ ('. 8~ 0.8: (1.8: 0.82 0.8: (I.8~ ().82
Lanes: 1.00 1. 69 (1. ~ 1 1 . (lei 1. 85 (1. 15 1 . (10 1. 89 O. 11 1 . (Il) :. ell) 1 . (J(
InCll c_~ 1476 :497 455 1476 :27:9 '""1-.- 1476 :791 161 1476 :-95~ 1476
....J'::'- :... .. . ~~-
I -----------~--~-_-_~_~__~-~~
I ,
1~--------------1
~---------------:
, .
t---------------.
('apaCI ty ':'ICllYSlS Modu 1 e:
r 'oI/Sat: 0. 11 (l 7- O. -- 0.08 (\ . -'1::" O. -.t::" 0.04 0.-:1 0.::1 0.04 0.::8 O. 1e
f . . -'-~ - - ~-' ~--'
~ LF""lt r1c w'E:::: :
**** **** **** ****
{Greenlet c 1 e: O. 15 0.40 0.40 0, 10 (1. :'4 O. :::4 0.05 O.4~ (1.45 0.06 0.46 !) . 46
'olLlme/:-i'l~: (, . 7:' 0.83 0.8:' 0.8:- O. " O. 7< 0.83 0.69 0.69 O.6Q (J.83 0.4':'
, -' -'
--~-~~~----~----------~----: :-~~-------~--~- --------------- ~-------------~-:
evel Of Eervlce Module:
'elay/Veh: ~6.4 16.7 30.~ 41.6 15.5 :'~.8 55.4 11.~ ~5.4 ~4.9 14.0 8.5
Delay AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
~dJDel/Veh: ~6.4 16.7 :O.~ 41.6 15.5 3:.8 55.4 11.2 :25.4 34.9 14.0 8.5
'Lleue: ~ 13 ~ 3 10 1 "" 11 1 1 16 3
~********~********~*************************************************************
00135
Traff1x System VerSIon 6.3
(c) 1991 DA
LIcensed to Ka~u ASSOCIates
-1 :',="-1. : ~
'"";" ~I __I ,~;.. If 4, 1:: ~ 2. 1 ( ~: 1 ':: : --: 1
:-:<;lE 1-1
1919 ~~'JT..i 1'1Ot.JI=~ BOULEVARD UF'DA"7"E
YEAR 2002 CUM~lATIVE PLUS GENERAL OFFICE
F 1'1 F'E?i HOUR
LE\el Of SE~YlCe C~mputatlon Re~ort
19~5 HeM Op~~atl~ns ~ethod
*+*****~+~**.~*~~************
... Sa5€? ....'olume Altet-natlve ~
~****+*~4***~~****~**********~****+**+~+~*****+************~******************+
iters~.::tlon #5 CLOVEF'FIELD BL ~, S?:oNTA MONICA BL
******..*.**********************************~***********************************
ryele (see): 60 CrItlcal l"..'ol./Cap. (X): i:;.986
~ss Tl~E (see): 0 A~erage Delay (sEc/veh): 2:.7
....,ptlm,;l Cycle: 18(' LevEl Of Ser.....'lce: C
************.********************~*****.**********~***+**~*****~****+***********
~proa~~: North Bound Scuth B~und East Sound West Bound
:>vemer- t : L T R L T R L i R L T R
----~-------~--~--~---------~ ~---------------~ t---------------: :---------~~---~:
~:'ntrol :
Ights:
MIn. Gr-2er-t:
I an es :
Left Phase
I nc lLlde
(1 (1
ei
Left Fhase
I:-;o:lude
(l (4
(J
o
Left Fhase
In=lude
(I r)
Left F'hClse
Include
1
o
o
n
(I
..,
o 0 u
<)
(\ 0 0
o
(I
(I 1 1
(l
(,
-'
I)
~~~--~-----:---------------:
, ,
I~~--~---------~I
:~~-~-~--~----~-: ~------~~---~~--:
Volume Meo,-ll e:
nltlal \.'01 : 5(~5 I) 580 (1 (, 0 0 1:::06 ::68 ~Cjl4 1'"'cC (,
~...J-.J
, 1.00 1.00
-owth AdJ: 1 . (If) 1.0(' 1.0(; 1. ()r:' 1 . (1-) 1.00 1 . 00 1. ('i) 1. (10 1.00
peE Ad~: 1.0(1 1. (II) 1.00 1 . ell) 1.0(' 1.00 1.00 1. ')0 1. uo 1.0(1 1.00 1.0(1
""~F Ad;: 1.05 1.00 1.05 1. (10 1.0(1 1.0(1 1.00 1.05 1.00 1.00 1.05 1.00
ser Ad]: 1. (18 1.08 1. (18 1.08 1.0e 1.08 1.08 1.08 1.08 1. (}8 1.08 1. (18
l-Inal l,..'w1 . : 573 (; 658 0 c) 0 0 1470 397 ::18 14~3 (l
------______1______---______1 :---------------; ~---------------~ :---------------~
I ' 1
_3tLlra~lcn Flow Module:
S~t/Lal"",2: 1800 1800 18(1(\ 1 0(;(", 18(""("- 18(;(' 1 E'(l(l 1E :.(1 12(1\:1 18\:1(1 18el(1 180':!
w_ _
d JLlsti'"2rt: O. 89 (I. 89 O. 89 l) . 8'7' O. Ec:;' O. 89 -, CICI O. ClC' O. 89 (.... 89 (1 89 O. E'o
~.'" W, '-0' j - . ' ,
~nes: -, (.e, (i ( - .(- .., CI(~ (J'II (>) i..; . I.,,'" (I. ~:1(; (~. ('0 1 e, (1. 4- 1 (1(' ""' 00 ('. (1("'
~. - . - . . - . ...! i -' . ~.
Fl:-Jal c-+- : ::~O4 (! ::=04 ~) I - ,-, () """'C='I-""'"'I 68::::: lbO~ =-=(14 0
'- ~ .....
------------:-----~~--~-----:
:---------------:
1______---------,
, ,
~2p~CI~j ~n~l~sls Modul~:
Vel '52<"':: ('.18
,
i ~-l t Me:. E'S :
Lr.;en..'C,=:e: ':1.':'1
'.'C'l UfT"IE': = =;::: C'. 86
l_ , - ,/- ,-I -. 1 ( - ,
. - ~ ~ . -
**""* ***~
(:1.. 21 l-l. ,..., 1 , - C I, - ,
~ . - -
(j . l)i:1 (1. C;Cjl ("-, (.....,
1_'.: '1_
", ~_'I - (\ .. 'f - , ( <=r (1 <=,..., -', , - 44 l " ( 'l
, . - . -':: . ~I :;:, \ . ~ . ,
**** ***,..
O. C- ,! - ; ( 0(' (1. =9 (I, c::-o (1. ~(I ~., 70 O. -:'c
, ~, - . I
C' . (li) C 0(; C. t C.q { I 00 ( - 99 (I. 56 r) (i( -
. . - . ). ,
t-' i -~ 1-
_ a . .
(1 . (:'I'~
~ --------~--~------------~~-: ~-------------- --------------- -------------~-
l
Level Cf Eer~lce Module:
inelay/Veh: :5.:: 0.0 41.9 0.0 0.0 0.0 0.0 2(.4 40.4 5::.5 :.0 0.0
: elay ~jJ: 1.001.0l) 1.00 1.0') 1.('01) 1.00 1.00 1.00 1.00 1.0(' 1.l)C-J 1.00
~dJDel/~Eh: ~5.:: 0.0 41.9 0.0 0.0 0.0 0.0 24.4 40.4 5::.5 ~.O o.n
OLleue: 10 (I 15 (1 (J (l t) ~9 11 9 8 0
*****~*~*******~***********..***~**....*+**...*********..**..*************************
00136
Traf'f1:~ System Verslon 6.3
(c) 1991 DA
Llcensed to t a~u Assoclates
. ,
..
.1 ~19SM. n~
Tue May 1:, 199: 10:51:57
Page :'-1
1919 SANTA MONICA BOULEVARD UPDATE
YEAR 200: CUMULATIVE PLUS GEN ~ MED OFFICE
AM PEA. HOUR
Level Of SerVIce ComputatIon Report
1985 HCM OperatIons Method
*****************************
* Base Volume AlternatIve *
^*****.*************************************************************************
IntersectIon #1 17TH STREET & SANTA MONICA BL
~******************************************************************************
fcle (see): 60 CritIcal Vol./CcOID. eX): 0.805
Loss TImE' (sec): () Average Delay (see/veh): 17.9
'""''jtImal Cycle: 117 Level Of SerVIce: C
*******************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L T R L T R L T R L T R
-------~---:~-----------~~-: :---------------: ~--------~~--~--: :---~~~------~--~
~untrol : Left Phase Left Phase Left Phase Left Phase
RIghts: InclLlde Include Include Include
In. Green: (I (I I) (I n 0 I) (I 0 0 0 I)
3nes: 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 1 1 I)
----~-------:-----------~-~-l :---------------: :-----~~~-------: :--~---~--~---~-:
:Jlume Module:
.1nItIal Vol: 68 30~ 59 102 375 45 67 788 44 40 874 106
Growth AdJ: 1 . 00 1.00 1.00 1 . 00 1.00 1. 00 1.00 1.00 1 . 00 1.00 1.00 1.00
CE AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 . 00
~F AdJ: 1.00 1 . 00 1.00 1.(H) 1.00 1.00 1.00 1.05 1.00 1.00 1.05 1.00
User Ad]: 1.06 1.06 1 a 06 1.06 1.06 1. 06 1. 06 1.06 1.06 1 . 06 1.06 1.06
~ Inal Vol. : 72 3:0 63 108 398 48 71 877 47 42 973 11~
-----------:~--------------~ :-----~-~-------~ :---------------: :---------------:
C::aturatIo' Flow Module:
at/Lane: 1800 1800 1800 180(1 18(lO 1800 1800 1800 1800 1800 1800 1800
MdJustment: 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78
Lanes: 1 . 00 0.84 0.16 1 . 00 0.89 (l. 11 1. (10 1 a 90 (I. 10 1.00 1.79 0.~1
I nal Sat. : 1404 1175 ~~9 1404 1~54 150 1404 ~666 14:2 1404 :517 :291
-~---------:-~~--~---------: I________~~___~_t I , I ,
I I I~-------~~-----. ~---------------I
- E..pacIty ;;n~lysIs ModLlle:
oI/Sat: (1.05 0.:27 0.';:.7 O. 08 O. -~ o. -~, 0.05 0.-':::- O. -- 0.0:' () . -:9 n. -'::9
1 -'- -'- - -
(Xlt Meve:: **** **** **** ****
.'~reEn /Cy= 1 e: (1. (It, 0.:::6 0.-'::6 () . 1(, (1 ~q (1. -0 0.06 0.50 O. 50 0.05 o. 48 (I. 45
- . -' . -' ,
olume/Cc::;:o: 0.81 0.76 0. 76 0.76 ('.81 0.81 0.81 0.66 0.66 0.66 C'.81 0.81
~----------:-~-~----------~: :-~--~~~-~------:
I . J ~
.---------------.l---------------f
evel Of SerVIce Module:
. elay/Veh: 47.4 18.7 :'5.1 34.5 19.0 47.4 47.7 9.6 22.1 36.~ 1:'.1 :8.9
Delay Ad]: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
r^dJDel/Veh: 47.4 18.7 35.1 34.5 19.0 47.4 47.7 9.6 ~2.1 36.~ 13.1 28.9
L1eue: '"' 5 2 ..... 7 1 2 10 1 1 14 .....
******~..***********************************************************************
()f)1~7
Traffl/ System VerSIon 6.3
\:d
( c) 1991 DA
LIcensed to Kaku ASSOCIates
91 ~::M. ItJ
lue May 1:, 199:2 1~:4G:~9
PagE :2-~
1919 SANTA MONICA BOULEVARD UPDATE
YEAR :20u= CUMULATIVE PLUS GEN t /'1E8 OFFICE WITH PAID MITS
FM FE~I HOUR
Level Of Se~~Ice CompJtatlon ~eport
1985 HCM Operations Method
**~********~*******~*~******~
* Base Volume AlternatIve *
**************~*******************~******~*********************************+...
IntersectIon #~ :OTH ST~EET ~ SANTA MONICA BL
***************************************************************************+*+*
ycle (;:;ec): 60 Cntlcal Vol. leap. (X): 1.474
Loss TIme (see): 0 A~erage Delay (sec/veh): OVE~FLOW
npt1rnal Cycle: 180 level Of ServIce: F
**********~***~*~******************************+**************************~**+~
Hpproach: North Bound South Bound East Bound West Bounc
Movement: L T R L T R L T R L T h
I It J
-----------1---------------. .---------------t
, ,
I ,
ontrol: Left Phase
RIghts: Include
''In. Green: (l (' 0
. anes: 1 0 1 1 0
, -
I t I I
-~--~--~~---I--~------------. I-------~--~----I
Left PhClse Left PhasE Left Phase
Incl,_'de Include Include
(I 0 0 (~ 0 0 0 0 ,- .-
-
1 0 1 1 0 1 0 1 1 0 1 (J ... 0 1
.L
(
, o 1 Ll me Module:
..nltlal Vol: ~('6 .,....,c- 111 1~'" 1090 149
....J-...J _'..J
Growth AdJ: 1.00 1 . (l0 1,00 1.00 1.00 1. ('C,
CE AdJ: 1 . 00 1.00 1.1)0 1.00 1 . 00 1.1)0
LF Ad]: 1.00 1.05 1.00 1.00 1.05 1.00
User AdJ: 1.08 1 . 08 1.08 1 . 08 1. (18 1.08
'1 nal Vol. : ~3(\ 595 1:?0 146 1~36 161
-~---------~-~~------------: :------~--~-----:
SatL\ratlon Flow Mod Lll e:
at/Lane: 180(1 18(1(1 1800 1800 18r)(I 18('('
,d]ustment: O.8~ C.8~ (1. 8~ 0.8:? 0.8:2 0.8:
Lo.nes: 1. c,n 1.66 (1, ~4 1. ell:' 1. "7-' (\. ::..::
( (
1 nal Sat. : 147t: ~457 495 1476 :261:2 -::4':'
-----------:~~--~----------: ~--~~~~-~-~~~~-
~apa~lty An3lysIs Module:
.cl/Sat: 0.== 0.24 0.:4
L~lt MOV23: ****
G ~ e e ill eye 1 e : (I. 1 5 "-.'. ~ 4 ('. ~ 4
( -
: 'olume/C~p: 1.47 (1.72 ':'.72
I -__________1_______________1
. , I
49 171 (1 147 91 1666 -.c~
1 . CO 1.0(1 1.00 1.00 1 . 00 1 . (1 :
1. (10 1.00 1. 00 1.00 1.00 1.00
1.00 1 . 05 1 . 00 1 . 00 1.05 1. (1-)
1 . ('8 1.08 1 . 08 1.08 1.08 1.0e
53 1939 159 98 1889 ~8')
, . I ,
I---------------t .---------~-----I
19,:'(' 18r);:' 180(1 180(1 180(' 13( .
O. 0"'" 0.8: 0.8:2 Cl.8:2 0.8:::' (: wE=-
w~
1. ('e' 1.25 (1. 1:: 1.0(' :. (~~l) 1. ,- -
- -
1476 :7:9 ....,,,~ 1476 ~q5: 1 .- -
___I ~- -
_........-.------------- ---------------
O. 1 (I (). 47 (\ . II~ ("1-11 r:'4 1--' 71 C\.71 (1.07 (r. tA ( . -
,;-1 -' . - -
+*** **** ****
0. 14 (f, ~..., r) . ~--. O. n-::-; 0. 4'3 ().. 48 (I. 0=, ('. Sf) (' "" -
-'~ -'~ - .
(J. 7~ 1 47 1 47 1 ......'12 1. I!- 1 47 1 47 1 -'0
. . . "'-t, . . . _w . - -
--------------- --------....---------.......------ I .....-.....-------------
,
I _evel Of SerVIce Module:
,lelaylVeh: 417 15.6 ::.9 :7.1 :'88 449.0 -::19 ~86 451.1 488 18:::
D~lay AdJ: I.Ot) 1.0c) 1.00 1.00 1.()O l~O(:) 1.00 1.C)O 1.()O 1.00 1.()O 1.(::
~dJDel/Veh: 417 15.6 22.9 27.1 :88 449.0 ~19 "386 451.1 488 18::: '. ~
llleue: 38 8 : :. 135 :0 5 ~24 ~1 13 128
~~*******~****~***************************************~***********************~*
TrafflX System VerSIon 6.3
( c ) 1991 DA
nnl1~
-" -" .
Llcensed to Ka~u ASSOCIates
ATTACHMENT G
00139
T ~;:: 7".' ^ r--. .---. ---.. .r--., ^ --;-- ~
~~,'4ooOJ! \~0'-........;,-_.df ..,: =::
- _.... Lo.....,::
-
- ~-;:....., r~ -
;; U ,_ l"" - r-=,-,= ~
- - - - -
-.-....::::::
MEMORANDUM
TO:
Ron Fuchlwakl. CIty of Santa MOnica
FROM:
REF: 622
SUBJECT'
DATE:
This memorandum 1S In response to your request to provide further informatIon regarding the
potential traffic Impacts and need for mitigation measures relating to the 1919 Santa Monica
Boulevard Office BUlldmg proJect
As you know, we prepared a traffic study for the 1919 Santa Momca Office BUilding project In
November of 1988 which was Incorporated mto the environmental Impact report (EIR) prepared
by Cotton/Beland/AssocIates, lnc for the project At that time, the proposed project consisted
of 6,366 square feet of medical retail space on the first floor and 39,844 square feet of office
space on the upper three floors. for a total of 46.210 square feet of bUilding area not Including
parking (or a total of 51,832 square feet If the 5,622 square feet of covered parking on the first
floor IS Included) ThiS study determmed that the project as onglnally proposed would have a
slgnrflcant traffIc Impact at the mtersectlon of Santa Monica Boulevard and 20th Street, and
suggested restfJPlng Santa Momca Boulevard to provide an exclusive nght-turn lane on the
westbound approach to the intersectIon as a project mitigatIon measure
We subsequently prepared an addendum to the 1988 traffic study and EIR which evaluated a
proJect alternative consIsting of a total of 46,210 square feet of butlolng area but With all of thiS
area deSignated as general office space (I e . the retail use Originally proposed would be replaced
by offlce space) ThiS addendum concluded that, wltn the reduction In traffiC expected by
replacmg the retail space With office space. the project would not have a Significant Impact at the
Santa MOnica Boulevard/20th Street IntersectIon and no proJect mitigatIon would therefore be
necessary
The EIR was certlTled on Aprrl i 1. 1989 at which time It receIved Its approval from the City OT
Santa MOnica City CounCil Among the conditions of approval for the proJect adopted at that
time were the follOWing
· The project proponent would pay for the Implementation of the suggested mitigation
measure at Santa Monica Boulevard/20th Street by prOViding the City With the necessary
funds to construct the Improvement
/tI17WflLl&NTfIr
-
.;53 Th,{;:;' -~. Se' '" 4(;': 0 0 1 4 0
- .p"(::J ..~""":....,....= ~...:: ~~.1.""'~
Ron Fucrllwakl
June 2 1993
Page 2
· The project uses would be restricted such that no retail. retail financial lnslltutlon or
medical office uses would be permitted
. The project would be reduced In size by 5,000 square feet 01 rentabfe noor area, thus
reducing the overall proJect sIze to 46,832 square feet (Including the 5,622 square feet of
covered parking area), of which 41,210 square feet would be general office space
However. It IS Interestmg to note that. If the oro/ect had been reanalyzed at the tune of approval,
the reduction In proJect-generated tripS which could be expected to result from Implementation
of the second and third conditIons of approval referenced above (I e., the restriction on retail or
medical office uses and the reduction In size by 5,000 square feet) would have ehmlnated the
projected signIfIcant Impact at Santa Monica Boulevard/20th Street Thus, based on the project
as approved, the project would have resulted In no SIgnificant Impact to any of the analyzed
IntersectIons, and there would have been no need for the project mitigation measure at Santa
Momca Boulevard/20th Street As a result, It would appear that the condition that the project
proponent pay for Implementation of the mitigation measure was In fact unnecessary given the
two other condItions referenced above
Please feel free to contact me If you have any questions or comments regarding the above or
deSire additional mformatlon
00141
ATTACHMENT H
,-< 0 0 1 L\ 2
~~
J-
P&Z:DKW:shk:dR92002 Santa Monica, California
Planning Commission Mtg: April 7, 1993
TO: The Honorable ?lanning Commission
FROM: Planning staff
SUBJECT: Development Review 92-002
Address: 1919 Santa Monica Blvd.
Applicant: 9th and 34th street Partners
INTRODUCTION
Action: Application to amend Condition 35 of Development Review
441 to allow 16,000 sq. ft. of general office space to be con-
verted to medical office use.
Recommendation: Denial.
SITE LOCATION AND DESCRIPTION
The subject property is a four-story 46,832 sq. ft. office build-
ing with two levels of subterranean parking located at the corner
of Twentieth street and Santa Monica Blvd. Surrounding uses are
a three and four-story convalescent hospital to the north (CP),
Santa Monica Hotel to the south (C4), st. John's Medical Center
to the east (CP) and general commercial uses (C4) to the west.
Zoning District: C4
Land Use District: General Commercial
Parcel Area: 150' x 150' ~ 22,500 sq. ft.
PROJECT DESCRIPTION
The applicant is proposing an amendment to Condition 35 of
Development Review 441. Condition 35 states that fino retail,
retail financial institution or medical office occupancies shall
be permitted in the development due to the related traffic
generation rates which are higher than general office
occupancies."
The applicant is proposing to convert 16,000 sq. ft. of the exist-
ing general office use to medical use.
The hear~ng on this application has been delayed several times at
the applicant's request.
00143
- 1 -
1t'TfA:CH7vl UvT ::tJ.
MUNICIPAL CODE AND GENERAL PLAN CONFORMANCE
The proposed project is consistent with the Municipal Code in
that it provides the required number of parking spaces and is an
allowed use, but is not in conformity with the General Plan in
that the increase in traffic congestion is in conflict with cir-
culation Element of the General Plan.
CEQA STATUS
An Environmental Impact Report (EIR) and three Addenda were pre-
pared for this project prior to approval of DR 441. The second
Addendum specifically presents recounts of the traffic levels at
the intersection of 20th street and Santa Monica Boul~vard. This
Addendum also proposed new traffic mitigation measures.
The Third AddendUlll, prepared at the request of the applicant,
addressed the potential traffic impacts of an all-office scenar-
io, substituting office space for the proposed 6,366 sq. ft. of
ground floor retail space. Table A-2 of this Addendum presented
no significant traffic impacts in either the a.m. or p.m. peak
hours associated with an all-office scenario.
The EIR and three Addenda were certified at the time of the proj-
ect's original approval.
RENT CONTROL STATUS Commercial exempt.
FEES
Fees were paid under DR 441, but this particular amendment is not
subject to any special fees.
PUBLIC NOTIFICATION
Pursuant to Municipal Code Section 9.04.20.20.080, within 30 days
after the subject application was deemed complete, the applicant
posted a sign on the property stating the following information:
Project case number, brief project description, name and
telephone number of applicant, site address, date, time and
location of public hearinq, and the Planning and Zoning Division
phone number. It is the applicant's responsibility to update the
hearing date if it is changed after posting.
In addition, pursuant to Municipal Code Section 9.0'.20.22.050,
notice of the pUblic hearing was mailed to all owners and
residential and commercial tenants of property located within a
500 foot radius of the project at least ten consecutive calendar
days prior to the hearing. A copy of the notice is contained in
Attachment B.
- 2 -
0014'-*
ANALYSIS
Background
The City Council approved Development Review 441 on April 11,
1989. In its approval, the city Council reduced the square
footage of the project by 5,000 sq. ft., from the 51,832 sq. ft.
proposed, to a maximum of 46,832 sq. ft. The 1919 Building was
completed and received its certificate of Occupancy on April 15,
1991. Condition 35 of the City Council's approval restricts the
1919 Building from leasing space to retail, retail financial in-
stitutions or medical tenants. At present, roughly one-half of
the building is occupied.
-
During the past two years, the owners of the 1919 Building have
received requests from doctors wanting to locate in their build-
ing. Agreements to lease space to several doctors were apparent-
ly made, which came to the City'S attention when business licen-
ses were applied for. These applications were denied. According
to the applicant, since the 1919 Building is located so close to
st. John · s Hospital, doctors could vis it patients by walking
across the street rather than driving their cars to the hospital,
thus reducing traffic generated by doctors. However, patient
trips to this location would increase.
After this application to convert general office space to medical
use was submitted, the ci ty of Santa Monica requested that a
traffic study be conducted to assess the impact of this
application.
Parking
The parking requirements for this proj ect were based on Code
parking requirements of 1 space for every 300 sq. ft. of floor
area for general office and retail uses for a total of 138
spaces. A total of 158 spaces were provided with a variance ap-
proved to allow 40% of them to be compact spaces. The current
application shows 158 spaces with 35% of them being compact.
Code parking for medical use is 1 space for every 250 sq. ft. of
floor area. Converting 16,000 sq. ft. to medical use would re-
quire an additional 10 parking spaces. The total required for
this revised project would be 148 spaces, which is already
available.
Traffic and Circulation
One of the major areas addressed in the EIR prepared for DR 441
was traffic and circulation. The following intersections were
analyzed in the EIR to determine detailed Level of Service (LOS)
and Volume/Capacity (v/e) ratios during the morning and evening
peak hours in accordance with the Critical Movement Analysis
method of intersection capacity analysis:
- 3 -
00145
Santa Monica Boulevard and 17th Street
Santa Monica Boulevard and 20th Street
Santa Monica Boulevard and Cloverfield Boulevard
Wilshire Boulevard and 20th Street
Colorado Avenue and 20th Street
The November 1988 Addendum clarified certain discrepancies
between the original EIR and other EIRs which previously had been
prepared for nearby projects. These revised traffic counts found
that, prior to mitigation, a significant traffic impact would be
expected at the intersection of Santa Monica Boulevard and 20th
street during the p.m. peak hour.
The 1919 Building was not projected to create a significant im-
pact on any of the other study intersections in eithe~ morning or
evening peak hours, but this Addendum did reveal that a signifi-
cant impact would occur at 20th Street and Santa Monica Blvd.
under unmitigated conditions. The Addendum proposed feasible
traffic mitigation measures which were incorporated into the Con-
ditions of Approval. The following improvement was included as a
condition of approval:
Santa Monica Blvd. east of 20th street shall be
re-striped at the developer's expense to accommodate a
total of six lanes, including the addition of an
exclusive right-turn pocket on the westbound Santa
Monica Boulevard approach to 20th street if requested
by the City Parking and Traffic Engineer.
The applicant paid for this improvement, but the improvement has
not yet been implemented. The need for mitigation is based on
full capacity and since the building is only 50% occupied, the
city is monitoring the situation. The fee paid by the applicant
is being held in an account by the city.
The EIR traffic study and the subsequent Addendum used the appli-
cant I s original proposal of 51,832 square feet which was later
reduced by the city Council to 46,832 square feet. There was no
traffic study done which analyzed the impact of the reduced
square footage.
A Traffic study for 1919 Santa Monica Building was prepared for
the applicant per the request of the City by Kaku Associates in
June 1992 to evaluate the potential i~pacts of converting 16,000
sq. ft. to medical use. The applicant hoped to show with this
study that no significant impacts would result from the change of
use. The report analyzed traffic conditions at the same five
intersections as the EIR. This traffic study uses the 1992
Master Environmental Assessment for information on baseline con-
ditions and the Highway Capacity Manual (HCM) method for the
level of service analysis. The Traffic Study Report is in this
report as Attachment F.
The traffic study report concluded that the proposed change would
aggravate traffic conditions at a level that would be considered
- 4 -
· 00143
significant at the 20th street and Santa Monica Blvd. intersec-
tion. The report also states that the implementation of the pro-
posed mitigation measure originally identified in the EIR and
included as a condition of approval (as listed above) would not
mitigate the impacts of this project. According to the report,
no additional improvements can be made at this location without
the acquisition of additional right-of-way, maj or capital con-
struction, or both.
The Kaku Traffic Study Report concludes that the change in use as
proposed in this application would result in an unmitigatable
impact at this location.
The proposed change could result in a very small number of addi-
tional trips, but the actual number of vehicles was_not calcu-
lated in the study. Under the city.s definition of a siqnificant
traffic impact, the addition of one to two vehicles in an inter-
section could potentially create a significant impact.
RECOMMENDATION
It is recommended that the Planning Commission deny Development
Review 92-002 to allow an amendment to Condition 35 of Develop-
ment Review 441.
DEVELOPMENT REVIEW FINDING
1. The proj ect is generally consistent with the Municipal
Code in that adequate parking per Code requirements is
provided, but it is not consistent with the CirCUlation
Element of the General plan in that this proj ect would
create a significant environmental impact which cannot be
mitigated.
2. Reasonable mitigation measures cannot be included for all
adverse impacts identified in the Environmental Impact
Report, in that the traffic study's analysis of its effec-
tiveness indicates that the measure would not mitigate the
impacts of this project. No additional improvements can
be made at this location without the acquisition of addi-
tional right-oi-way, major capital construction, or both.
Prepared by: Susan Healy Keene, Assistant Planner
Attachments:
A. Municipal Code and General Plan Conformance
B. Notice of Public Hearing
C. Radius and Location Map
D. Photographs of Site and Surrounding Properties
E. Statement of Official Action for Development Review 441
F. Traffic Study for the 1919 Santa Monica Blvd. Building
prepared by Kaku Associates, June 1992
G. Plot Plan, Floor Plans and Elevations
- 5 -
00147
SHK
PC/dR92002
03/31/93
- 6 -
00148
ATTACHMENT A
MUNICIPAL CODE AND GENERAL PLAN CONFORMANCE
Category
Land Use
Element Municipal code
project
Permitted Use
Service &
specialty
Commercial
C4jHighway General
Commercial Medical
Offices
&
Parking Space Number N/A
1 space/300
84 + 64=148
sq. ft. of general
office and retail
1 space/250 sq. ft.
medical use
Compact Parking %
N/A
maximum 40%
35%
- 7 -
~ 00143
ATTACHMENT I
00150
PLANNING COMMISSION
STATEMENT OF OFFICIAL ACTION
PROJECT
CASE NUMBER: Development Review 92-002
LOCATION: 1919 Santa Monica Boulevard
APPLICANT: 9th and 34th Street Partners
CASE PLANNER: Susan Healy Keene, Assistant Planner
REQUEST: To amend Condition 35 of Development Review 441 to allow
16,000 sq. ft. of general offi ce space to be converted to
medical office use.
CEQA STATUS: An Environmental Impact Report (EIR) and three Addenda were
prepared for this project prior to approval of DR 441. The
second Addendum specifically presents recounts of the traf-
fi cleve 1 s at the intersect i on of 20th Street and Santa
Monica Boulevard. This Addendum also proposed new trafflC
mitigation measures.
The Third Addendum, prepared at the request of the appl i-
cant, addressed the potential traffic impacts of an
all-office scenario, substituting office space for the
proposed 6,366 sq. ft. of ground retail space. Table A-
2 of this Addendum presented no significant trafflc
impacts in either the a.m. or p.m. peak hours associated
with an all-offlce scenarlO.
The EIR and three Addenda were certified at the tlme of
the project's orlginal approval.
PLANNING COMMISSION ACTION
4/7/93 Date.
xx
Approved based on the following findings and
the conditions below.
subject to
Dem ed.
Other.
EFFECTIVE DATE(S) OF ACTION(S) IF NOT APPEALED:
4/21/93
Development Revlew 92-002
- 1 -
00151
A-7ThCAfMaJT I
EXPIRATION OATE{S) OF ANY PERMITS GRANTED:
4(21/94
Development Review 92-002
lENGTH OF ANY POSSIBLE EXTENSION OF EXPIRATION DATE(S):
Any request for an extension of the expiratlon date must be received in the
Planning and Zoning Division prior to expiration of this permit.
3 months
Development Review 92-002
DEVELOPMENT REVIEW FINDING
1. The physical location, size, massing, and placement of proposed struc-
tures on the site and the location of proposed uses within the project
are compatible with and relate harmoniously to surrounding sites and
neighborhoods, in that the proposed medical use is located in an exist-
ing office building which conforms to required setbacks and is of a
compatible height and scale with surrounding development. The project
bUllding is located in the C-4, Highway Commercial District and is ad-
jacent to the CP, Commercial Professional Oistrict, where the City's
hospital and health-care facilities are located.
2. The rights-of-way can accommodate autos and pedestrians, including
parking and access, in that adequate parking is provided on-site that
can accommodate 16,000 square feet of medical office use.
3. The health and safety services (including, but not limited to, sanita-
tion, sewers, storm drains, fire protection devices, protective ser-
Vlces and public utilities) will be adequate to accommodate the change
from general office to medical use.
4. Anyon-site provision of housing or parks and public open space, which
are part of the required project mitigation measures required in Sub-
chapter SG of the City of Santa Monica Comprehensive land Use and
Zoning Ordinance, satisfactorily meet the goals of the mitigation pro-
gram, 1n that all these cond1tions were met prior to this building ob-
taining a Certificate of Occupancy. A traffic mitigation fee is being
held pending improvements.
5. The proJect is generally consistent with the Municipal Code but it is
not consistent with the Circulation Element of the General Plan in that
this project would create a significant environmental impact which can-
not be mitigated.
However, the need and demand for medical offices in close prox1mity to
local hospitals, which benef1ts the public health, safety and welfare
and lmproves patient care, are considerations which overnde the po
tent1al negative impact of add,tional trafflc at the intersection of
Santa Monlca Boulevard and Twentieth Street.
6. Reasonable mitigation measures cannot be included for all adverse 1m-
pacts ldentlfled 1n the Initial Study or Environmental Impact Report,
1n that the trafflc study's analysis 1ndicates that the restriping of
- 2 -
00152
Twentieth Street, a required mitigation measure for the original proJ-
ect approval, would not mitigate the impacts of this project. No add1~
t10nal improvements can be made at th1S location without the acquis1-
t10n of add1tional right-of-way, major capital construction, or both.
However, the need for medical offices in close prox1mlty to local
hospitals benefits the publ ic health, safety, and welfare, by improv-
ing patient care. This consideratlon overrides the potential negat1ve
impact of additional traffic.
VOTE
Ayes:
Nays:
Abstain:
Absent:
Pyne, Parlee, O'Connor, Mechur
Polhemus
None
Gilpin, Morales
NOTICE
If this is a final decision not subject to further appeal under the City of
Santa Monica Comprehensive land Use and Zoning Ordinance, the time within
which judicial review of this decision must be sought is governed by Code of
Civil Procedure Section 1094.6, which provision has been adopted by the City
pursuant to Munlcipal Code Section 1400.
I hereby certi fy that this Statement of Offi cial Action accurately refl ects
the final determination of the Planning Commission of the City of Santa
Monica.
signature
date
Ralph Mechurt Chairperson
Please Prlnt Name and Title
I hereby agree to the above conditions of approval and acknowledge that
failure to comply with such conditions shall constitute grounds for potential
revocation of the permit approval.
Appllcant's Slgnature
Prlnt Name and Title
- 3 -
00153
ATTACHMENT J
0015,:
~W<U^SSOCI^TES
t CC,.DOia fIO"':
-
i"ra.,S.Dor:a'.on CI3fi....j...g
"ra"': ::,..,C'I'lee'j....c
P=rk"'C: S rUa!es
MEMORANDUM
TO: Evan James, DominIon Property Company
cc Ron Fuchlwaki, City of Santa MOnica
FROM: Srlnath RaJu
Tom Gaul
SUBJECT: 1919 Santa Momca Boulevard Office Building - Updated Traffic Impact AnalysIs
With 1993 MEA Base
DATE:
September 21, 1993
REF: 700
This memorandum summarizes the supplemental traffic Impact analysIs performed by Kaku
Associates, Inc. for the 1919 Santa Monica Boulevard Office Building ProJect, The traffic study
we prepared In June of 1992 evaluated the potential impacts of converting 16,000 square feet
of the proJect to medical office space, mcorporatlng the City'S traffic study procedures as of that
time. The purpose of thiS supplemental analysIs IS to evaluate the potential impacts of the
medical office conversion usmg the recently updated 1993 eity of Santa Monica Master
EnVironmental Assessment (MEA) traffic projections provided by the City as the cumulatNe base
condition Also, to be consistent with the City'S current traffic study gUIdelines, the proJect trip
generation was updated uSing the trip generation rates given In Institute of Transportation
Engineers' (ITE's) Tnp Generation, Fifth EditiOn (1991) This supplemental analysIs IS directed at
two mtersectlons located near the 1919 Santa MOnica Boulevard Office BUIlding The two
intersections analyzed consisted of
· 20th Street and Wilshire Boulevard
· 20th Street and Santa MOOlca Boulevard
80th AM and PM peak hours were analyzed far the fallOWing two project land use scenanos
1 Scenario 1 - Project consists of 41.210 square feet of General Office use, as
approved by the CIty CounCil
2 Scenano 2 - PrOject consists of 25.210 square feet of General Office use and
16,000 square feet of Medical OffIce use (I e . the proposed conversion)
-
1453 T/rrra Slreel SUJle 400
Santa MOnica CA 904()1
GCi55
,31()i 458-9916 Fax i3'(); 394 7663
Evan James
September 21. 1993
Page 2
TRAFFIC IMPACT ANALYSIS
The updated (1993) MEA traffIc volume proJections for the future year were used as the future
cumulative base, and traffic generated by the two alternative project land use scenarios
descnbed above were added to obtaIn future cumulative plus project traffic vokJmes. The trip
generation estimates used for the two proJect alternative land use scenarios were computed
uSing the rrE Trip Generation, Fifth Edition and are shown in Table 1.
The 1985 Highway CapacIty Manual (HeM) method of intersection capacrty analysis, as
Implemented in Trafflx software, was utilized to compute the projected levels of service at the two
analyzed intersections for the two project scenanos, and the results of the analysIs runs are
shown In Table 2. The same Intersection lane geometrrcs and traffic flow parameters utilized in
the updated MEA traffic analyses were used for these runs.
CONCLUSIONS
The conclUSions of the supplemental traffic Impact analysIs can be summanzed as follows:
It can be observed from Table 2 that the volume-to-capaclty (VIe) ratio or the
delay at the two analyzed Intersections under Scenano 2 do not show any
SIgnificant Impacts beyond that prOJected under Scenano 1 conditions
2 Usmg the CIty of Santa Momca's SignifIcant Impact cntena, the mtersection of
Santa MonIca Boulevard and 20th Street would not be Significantly Impacted
under either proJect scenarro (I.e., Scenario 1 With 41 21 ksf general office only nor
Scenarro 2 With 25 21 ksf general office and 16 ksf medical office). With the
updated MEA future projectIons used as cumulative base projections
3 USing the City of Santa MOnica's slgnrflcant Impact cnterla, the Intersection of
Wilshire Boulevard and 20th Street would be signtflcantly Impacted under both
project scenarros. With the updated MEA future projections used as cumulative
base projections The project traffiC Impact under Scenarro 2 at this Intersection,
beyond that of Scenano 1. IS an Increase In vIe ratio of +0002. WhiCh, by Itself,
would not be slgi"lIflcant
00156
TABLE 1
PROJECT TRIP GENERATION
AM Peak Hour Tnps PM Peak Hour Tnps
Project Size Dally
Scenario ~ksf) Trips Out Total In Out Total
In
-
Scenano 1 0l4- Ill? 10,
General Office 41.21 718 85 11 96 16 81 97
Scensno 2 1~4 uq l4-0
, ./
General Office 2521 495 58 7 65 11 56 67
Medical Office 1600 547 33 -1Q 43 19 46 65
Total 41 21 1,042 91 17 108 30 102 132
00157
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(l0153
1919 Santa Monica 81 Traffic impacts
Ori~inal AnalysIs
The onglnal traffic Impact report for this development was Drepared In SeDtemoer 1988
with an Addenaum In November 1988
Onglnal Proposed PrOject 46210 sq ft (39 844 sq ft offIce and 6 366 sa ft retail).
plus 5.622 sq ft parking on ground floor
Methodology used Cntlcal Movement AnalysIs (CMA)
Tnp Generation Manual ITE Trip Generation, 4th Edition
Definition of Significance 002 Increase In volume/c8oaclty (VIe) ratio
Traffic counts conducted by consultant
PrOject tripS
Retail 1,240 ADT. 33 AM peak. 184 PM peak
Office 688 ADT. 91 AM peak. 92 PM peak
Total 1,928 ADT. 124 AM peak, 276 PM peak
Cntlcal Intersection 20th and Santa Monrca BI (PM peak)
Levels of Service
EXisting LOS C, vlc = 0 78
CumuJatlve Base LOS E. vlc = 0 95
Cumulative Base plus Project. LOS E, vie = 0 99
Note: The Council approved a reduced size and use project. The final approved
project was reduced by 5,000 sq ft and limited to general office uses.
Based on the approved proJect, the development did not create a
significant impact.
Medical Office Analysis
A new traffic Impact reDort was orepared In June 1992 to determine the Impact of
convertIng 16 000 sq ft of general offIce to medIcal offIce use
New proposed project 41 210 sa ft (25.210 sq ft office and 16.000 sa ft medIcal
office) piUS 5.622 sq it parking on the ground floor
Methodology Used Highway Capacity Manual (HeM) OperatIonal Method
Tnp Generation Manual SANDAG Traffic Generators, June 1991 Bnef GUide
00151
Deflnltron of Slgmflcance
No Net Increase If LOS E or F
Traffic counts conaucted by CIty for 1992 MEA
Project tnos
Scenario 1 EXIstIng OffIce Only 824 ADT ~ 15 AM peak 107
PM peak
Scenario 2 OffIce 504 ADT 71 AM peak 66 PM peak
MedIcal Office 800 ADT 48 AM oeak 80 PM peaK
Total 1.304 ADT. 119 AM peak. 146 P'VI Deak
Cntlcallntersectlons (Scenario 1) 20th and Wilshire BI
20th and Santa Monica Bl
Critical Intersections (Scenario 2) 20th and WIlshire 81
20th and Santa MOnica 81
Levels of ServIce See attached
Note: If the old definition of significant impact were applied, under both Scenario
1 (Existing Office Only) and Scenario 2 (Office and Medical Office), there
would still be a significant impact at 20th and Santa Monica 81. However,
the intersection of 20th and Wilshire 81 would not be significantly
impacted.
Final Note: The findings in the 1993 MEA show that 20th and Santa Monica 81 is
projected to operate at LOS C in both the AM and PM peak hours
under cumulative unmitigated conditions. The proposed change to
16,000 sq ft of medical office would add 80 trips to the AM peak hour
(an increase of 2% of the total intersection volumes) and 120
vehicles to the PM peak hour (an increase of 2% of the total
intersection volumes). Although actual HeM calculations have not
been conducted, it is determined there will not be a signifcant
impact.
The findings in the 1993 MEA show that 20th and Wilshire BI is
projected to operate at LOS F in both the AM and PM peak hours
under cumulative unmitigated condItions. The proposed change
would add 10 trips 10 the AM peak hour (an Increase of 0.3%) and 25
tnps In the PM peak hour ( an mcrease of O.6%). However, although
actual HeM calculations have not been conducted. It is determined
that the Increase would create a Significant impact.
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ATTACHMENT K
.
CA:F:\ATTY\MUNI\LAWS\MTT\PARKING2.0RD
city council Meeting 12/14/93
Santa Monica, California
ORDINANCE NUMBER
(CCS)
AN ORDINANCE OF THE CITY COUNCIL OF THE
CITY OF SANTA MONICA AMENDING SANTA MONICA MUNICIPAL
CODE SECTION 3.16.210 AUTHORIZING THE SETTING BY
RESOLUTION OF PARKING RATES AND THE PARKING
REVENUE SYSTEM USED TO COLLECT PARKING FEES
THE CITY COUNCIL OF THE CITY OF SANTA MONICA DOES ORDAIN AS
FOLLOWS:
SECTION 1.
Santa Monica Municipal Code Section 3.16.210 is
amended to read as follows:
Section 3.16.210. Parkinq ~~t~:;:" Zone "Oil.
(a) All parking structures owned or operated by
the City of Santa Monica located in the area bounded
by wilshire Boulevard, Fourth Street, Broadway, and
Second Street shall constitute Zone "Oil.
(b)
Parking
::.
..~""~~,~
..-.......-....-
r n"
r..1....k Lr'J
L',' ~.('..~
v~n .t.:J e in a designated space in Zone "0" ."j 1 't:.t:~
p.u.:.c. ~ nq rt~\'f;!nUE" :.y~tc"r., ~J:..':.rJ ~(') c:'.l' f".:t ":' hc~ F'u oC : r-.q
J et~ . naIl be l.:::_.f~l f::;:;:- &G ~i.::'~.:::t::::::; ~p~~
~""~
..........-
...:J____.:....
--.-J::-'-....~-
_& &-': &.... ---....-
"'.&. ......L.L.....J .....................~...oI'
I~ I::'n\ ..: _ __..:_ ...:1____--= ......_...:1
\""-~I ~.. ~~~.. ~-~~~~~-~
~""~_~_4>~__
_..............a.. .......'i.&.L. ................ .
l!..it,Jul .I :'.~.C=..1 1,-;,'
c i t;....
.
C~j .:".t: i 1 c.:! ~t'f'
r". .J IlJt l:"lr
c 1 .. '~C'
C i i.. I 01" f.idnt..'!. r-~c;rl ~ t.:.1 .
(c) Parking meters shall be operated in Zone
"0" at such times as posted by the Parking and
Traffic Engineer.
1
~-:D
DEe j ~ 1993
.J
firf' i ,1 1993
t?-])
.
SECTION 2. Any provision of the Santa Monica Municipal Code
or appendices thereto inconsistent with the provisions of this
ordinance, to the extent of such inconsistencies and no further, are
hereby repealed or modified to that extent necessary to affect the
provisions of this Ordinance.
SECTION 3. If any section, subsection, sentence, clause, or
phrase of this Ordinance is for any reason held to be invalid or
unconstitutional by a decision of any court of any competent
jurisdiction, such decision shall not affect the validity of the
remaining portions of this ordinance.
The City Council hereby
declares that it would have passed this ordinance, and each and
every section, subsection, sentence, clause, or phrase not declared
invalid or unconstitutional without regard to whether any portion
of the Ordinance would be subsequently declared invalid or
unconstitutional.
SECTION 4.
The Mayor shall sign and the City Clerk shall
attest to the passage of this Ordinance. The City Clerk shall cause
the same to be published once in the official newspaper within 15
days after its adoption.
This Ordinance shall become effective
after 30 days from its adoption.
APPROVED AS TO FORM:
Jt~/~~~
( ~~SEP~ LAWRENCE
,~ting City Attorney
2
I
CA:F:\ATTY\MUNI\LAWS\MTT\PARKRAT3.RES
City Council Meeting 12/14/94
Santa Monica, california
RESOLUTION NO. ~6(CCS)
A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF SANTA MONICA ESTABLISHING PARKING RATES
IN THE DOWNTOWN PARKING STRUCTURES, AUTHORIZING
AN EXIT PAY SYSTEM AND FINDING THAT PARKING RATE
INCREASES ARE EXEMPT FROM THE PROVISIONS OF THE
CALIFORNIA ENVIRONMENTAL QUALITY ACT
WHEREAS, the downtown parking structures serve the Third
Street Promenade and adjacent commercial district; and
WHEREAS, the City desires to provide convenient and uuser
friendly" parking to visitors, residents and employees; and
WHEREAS, the City has affirmed its commitment to the
continuing revitalization of the Bayside District; and
WHEREAS, the City has declared its intention to replace the
parking meters with an Itexit pay" revenue control system.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF SANTA MONICA
DOES RESOLVE AS FOLLOWS:
SECTION 1. The rates to be charged in Zone D shall be:
a. During the hours of 8:00 A.M. to 6:00 P.M., parking
shall be without charge for the first two hours, and $.60 per 30
minutes or part thereof, for all time beyond the first two hours up
to a maximum of Seven Dollars ($7.00) per day.
b. During the hours of 6:00 P.M. to 8:00 A.M. the
following day, parking shall be $2.00 per entry for each vehicle
regardless of the amount of time the vehicle is parked a space in
1
,
Zone D.
c. Permits for parking in Zone D can be sold at a rate
of $50.00 per month for unreserved spaces.
SECTION 2. The City Manager is authorized to determine the
revenue collection system for the payment of parking fees in Zone
D. The revenue collection systems to be considered shall include,
but is not limited to, an "exit pay" revenue control system, which
includes entry/exit gates, attendant parking booths, and central
pay stations in addition to or in place of parking meters.
SECTION 3. The city Council finds that the establishment,
modification, structuring, restructuring or approval of parking
rates in the downtown parking structures contained in section 1 is
for the purpose of meeting operating expenses, including employee
wage rates and fringe benefits and/or obtaining funds for capital
projects necessary to maintain service within existing service
areas.
SECTION 4. The City Council hereby finds as follows:
The increase in parking rates in the downtown parking
structures is established to meet operating expenses, including
employee wage rates and fringe benefits, or obtain funds for
capi tal proj ects necessary to maintain service within existing
service areas.
SECTION 5. Pursuant to Public Resources Code section
21080(b) (8), the rate increase provided for in section 1 is exempt
from the provisions of the California Environmental Quality Act of
1970, Public Resources Code Sections 21000 et seq.
2
SECTION 6. The City Clerk shall certify to the adoption of
this Resolution, and thenceforth and thereafter the same shall be
in full force and effect.
APPROVED AS TO FORM:
~
( ~~SEPH LAWRENCE
~ting city Attorney
3
". . -!I;
Adopted and approved thIs 14th day of December, 1993
fl. t~ i~
l<~"'ayor
I hereby certIfy that the foregomg ResolutIon No 8696 (CCS) was duly adopted at a
meetmg of the City CouncIl of the City of Santa Momca on the 14th day of December. 1993
by the followmg vote
AYES:
CouncIlmembers
Genser, Greenberg, Holbrook. Olsen, Rosenstem.
Vazquez. Mayor Abdo
NOES
CouncIlmembers
NONE
ABSTAIN
CouncIlmembers
NONE
ABSENT.
Councllmembers
NONE
ATTEST
~ f1~
~ J
_- /1/ ,/'?.4IJPP'.-- .
~ ~ -city Clerk I