HomeMy Public PortalAboutA1979-11-29 TRAFFIC & PARKING COMMISSION �
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REGULAR MEE.TING OF TI-IE TRAFFIC AND PARKING C0;INIISSION OF Tf�
CITY OF LYNWOOD
Novernber 29, 1979
A regular meeting of the 'IY�affic and Parking Conunission was held at 7:30 p.m.
on above date in the Council Chambers of the City Hall, 11330 Bullis Road,
Lynw�od, California.
CALL TO ORDER
The meeting was called to order by Chairm�n Malchow. Conunissioners Arnhambault,
Quiningham, Legg and Gray answered roll call. Also present were Ken Rosenfield,
Secretary; Deputy Collins; Art Nelson, Public Works Superintendent; and Paul
Fowler, Advisor to the Commission.
APPROVAL OF MINt1TES
Cor�mtissioner Archambault moved, seconded by Commisaioner Gtinningham to
approve the Minutes of October 25, 1979. Motion carried.
MANAGII�IIIJT STUDIES '
School X-Ing at Fernc.�od Avenue & Fir Street
Mr. Rosenfield reported on a request frnm the Principal of Wilson Elementary
School to relocate the crosswalk from South Fernwood Avenue at Fir to the
3600 block of Fernwood Avenue, approximately 330 feet to the west. The
reason given was that children do not use the existing crosswalk. An
investigation by the Public Works/Engineering Deparbnent determined a number
of negative conditions that ca�uld result if this request were approved.
Deputy Collins felt cooperation with the PI'A and the school would
be necessary to induce childrnn to utilize the existing crosswalk. F1�rther
he�suggested more adequate signing.
Corrmii_ssioner Archambault moved, seconded by Corrunissioner C�nningham to deny
the request.
ROLL CALL: Ayes - CorrQnissioner C�nningham, Ar�chamUault, IQgg, Gray, Malchow
Noes - None
Absent - None
Standards & G�idel - School Crossing 6�ard Assigrunents
The Secretary presented a report to the Commission recorim�iding action be
taken with regard to adopting' standards and guidelines for deterrni.nirig
� school crossing guasd assignments. Passage of Assembly Bill No. S by the
legislature of the State of California indicates that the City would have
to bear the expense of crossing guards at locations oF the school district's
choice unless certain standards and guidelines are adopted by the City.
A copy of the "California 'IY�affic Control Devices Conunittee Adu1t CYnssing
Guards Policy" and a memo from the Sheriff's Depar•Unent on how they cin rently
handle the crossing guard situation were attached for review.
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Nm. Fowler briefed the Conmiissiori on the way numbers were arrived at in
the "Policy" and indicated it is expected the City will make changes to
suit its own needs. Nm. Fowler fiu�ther stated that almost without exception
other cities in the area have changed the policy to indicate 20 elementary
school age pedestrians per hour and 350 cars per hour.
- Mr. Rosenfield explained that upon receiving a school's request for
a crossing guasd at a certain location, the City will ma]ce a study according
to the criteria in the guidelines and determine a need at that location.
Chairrn3n Malchew moved, seconded by Corrunissioner Qu,ningham to adopt the
Adult CYossing 61�an3 Policy as presented changing the number of pedestrians
per hour to 20.
ROLL CALL: Ayes - Corrnnissioners C�nningham, Archambault, Legg, Gray, Malchow
Noes - None
Absent - None
Red C�rb at Fire Station 2
Nm. Rosenfield presented a request by Fire Chief Ron Iathrope for installation
of red curb on the south side of Century Boulevard in front of Fire Station
No. 2 to provide for improved visibility and a safer exit for emergency vehicles.
Cormnissioner Legg moved, seconded by Corrnnissioner C�ay to approve the
installation of red curb as requested.
ROLL CALL: Ayes - Conunissioners Cunningham, Archambault, Legg, Gray, Malchow
Noes - None
Absent - None
Corrunissioner Ar�hambault reported that an alxzndoned car has been at that
location for some time.
Stop Sigi Visibility - Platt & Bullis
Nm. Rosenfield reported on a request by Councilman Gmen to review stop sigp
visibility at Platt Avenue and Bullis Road. Staff reconm�endation was to
install red curb, enlarge the stop signs to a 36 inch size, and r�ve the
stop si� at the S/E corner in line with its stop bar. '
Co��ssioner GY�ay moved, seconded by Corrmissioner Legg to approve the changes
as recorrnnended by staff.
ROLL CALL: Ayes - Commissioners Qtnningham, Ar�charnbault, Legg, GY�ay, Malchow
Noes - None
Absent - None
Chai�r�n Malchow explained he has seen a large motor home parked at that
intersection obstructing the view.
Speed T,unit Study _ __
An in-depth study of the speed limits in the City of LynF�od was presented
as prepared by City and Los Angeles County Road Departrnent staffs. It was
e�cplained that speed limit increases are made only after careful analysis
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of accident recon�ls, physical characteristics of the street, and the speed
at which most people are traveling on the street.
Nm. Fowler explained that if radar is to be used to enforce speed limits,
engineering studies such as the one presented must be made to verify the
appropriate speeds. He further explained the report to the Cortmiission and
suggested City Council have a study session on this matter as they will also
need to have the report e�cplained in orrler to understand the reasons for
changes in speed limits at certain locations.
The Corrmiission agreed to table their recorrnnendations until the ne�ct meeting
during which time Mr. Rosenfield will have detennined the proper way to
handle the matter after discussion with the City Manager.
Staff Report
The Secretary rep�rted on 'wo items.of interest ior the month of November
which included notifi.cation that a new City Manager, Tom Davis, has been
hired effective November 19, 1979; and that City Council approved the-
application fonn to be utilized for Handicapped Blue C.lu�bs as had previously
been reco�nended by the Conunission.
COMNff SSION AGENDA
It was reported that at the corner of Bullis and Ernestine a car has been
parking partly on the driveway and par*tly on the lawn.
Corrmiissioner Legg suggested that striping be completed at Carlin and Olanda
as Compton has finished their part of the project.
Corrunissioner C�uviingham reported that there are_ no yellow signs within 150 ft.
of the crosswalk at Abbott and Rosewood adjacent to a school. He further
felt that speed limits at Alexander and Abbott should not be incmased.
Co�nissioner Legg recor�miended increasing the size of street name signs,
especially ones the size of those at Inng Beach Boulevard & Tecumseh and
Long Beach & Sequoia. He suggested the Public Works Superintendent check
them out.
AA70UW�AIIIJT
Connnissioner Arnhambault moved, seconded Commissioner L,egg to adjourn to the
next regular meeting of the Traffic and Parking Conmission on December 27, 1979
at 7:30 p.m. in the Council Chambers of the Lynwood City Hall; motion carried.
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November 29, 1979
EONORABLE CHAIRI�4AN 'AidD
T9EPIBERS OF THE TRAFFIC AND PARKING COP,1P.fISSION
Gentlernen:
SUBJECT: STAFF REPORT FOR THE r90NTH OF NOVET7BER
1) id�N CITY MANAGER
A new City b7anager has been hired by the City of Lynwood
effective idovember 19, 1979, h4r. Tom Davis, former Assis-
tant City bianager of the City of r.iontebello, is the new
City T.4anager
2) IIAtdDICAPPED APPLICATIOid FORT9S
The City Council of the City of Lynwood adopted Resolution No.
79-89 at its November 6, 1979 meeting approving the Application
ForM for Handicapped Blue Curbs as recommended by this Com-
mission.
Sincerely,
T� � �.
hEN II. ROSEIdrI�LD
Secretary, Traffic �Fi Parking Commission
KHR:sc
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�VI�LC.ON ELEMENT�Y SCHOOL � LYNWOOD, CALIFORNIA
' � 638-]�91
�` LYf�IWOOD . UNIFIED SCHOOL DISTRICT E%T. 2B3
DR. HVRUM W.LOUTENSOCK.SUPERINTENOENT OF SCHOOLS
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�0��5 BYRO Nove�er 15, 1979
vqivciv�t
Mr. Ken Rosenfield
Parking and TYaffic Cc�missicci
City of Lyrn�.�ood
11330 Bullis Road
Lync,00d, CA 90262
Dear Mr. Rosenfield,
Ihsing the past manths aur students have been directed to �oalk thrrnigh
the open field a�ea of the freeway corridor in order to avoid tz and
equipa�it being used to danolish the abandoned buildings. As a result, we
have noticed students �d parents generally cross Fezrnaood west of the �
crosswalk situated at Fir Street. Since Femwood is a busy thoroughfare � +
and the situation in the freeway corridor will certainly be continued for I
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a long period of time, we are requesting that a crosswalk be established in i
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the 3600 block of Fernwood. �
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We are very cancemed about the safety of ottt students and we feel I
this wauld be a positive step. Th��lc you in advance for your assistance. i
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Sincerely, . �
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"r'u.� ✓S'` fiLt" i
� � Louis Byrd, i
Principal �
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` November 29, 1979
HONORABLE CHAIRMAN AND
MEPdBERS OF THE TRAFFIC AND PARKING COh4h4ISSION
Gentlemen:
SUBJECT: STANDARDS AND GUIDLINES TO DETERMINE SCHOOL
X-ING GUARD ASSIGNMENTS
The legislature of the State of California, by passage of
Assembly Bill No. 8, has given school districts the right
to assign school crossing guards to locations of their .
choice. The expense of these potentially indiscriminate
crossing guard assignments could be charged to the City
without prior approval. This could have deep financial
impact on the City unless we have established guidelines
by which the City approves the locations for crossing
guards based upon demonstrated need. The attached guide-
lines for determining the need for crossing guard assignments,
has been approved by the California Traffic Control Devices
Cor.imittee, and represents standards which we can easily
adopt and follow. I
RECOi�4P.4�2dDA i I ON :
The Traffic and Parking Commission of the City of Lynwood
adopt the "Adult Crossing Guards Policy" as attached.
Sincerely,
�..�► �- Q
KE2d H. ROSENFIELD
Secretary, Traffic'& Parking Commission
KHR:sc
Attachment
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]61551N25A - SH-PD.32A 12/]2) - PsID.iv . . ,
� ' OUNTY OF LOS ANGELE`"
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�ERIFF'S DEPARTME�
� pqrE November 21, i979
OFFICE CORRESPONDENCE FILE NO.
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FROM: DEPUTY RONALD K. COLLINS T0: KEN ROSENFIELD
'PR4FFIC INVESTIGATOR, LYNWOOD SHERIFF CITY ENGINEER� DEPAR�T OF
PUBLIC WORKS� CITY OF LYNWOOD
SUBJECT: CROSSING GUARDS
At the present time there is no set policy for picking locations to
place crossing guards.
The current crossing guards hired by the City have received approximately
40 hours of training in traffic and pedistrian safety, first aid� practical
or on the job training.
RKC:rlm
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C �: , 1 �1tanLar Non l Lmgnt o� Citiu ^IC�ul�rn Cilr" O � P+rbli�alio» '
' � 1 f 702 STATLER CENTER
• RK �� ! 1108 °0" STREET � SACRAMlENTO 95II74 • 444�5790 �OS A(�GELES Sv017
� � �ce•ro-:s �:; / � • PNOIJE 624-493�3
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• ' . • Sacra��nto, Calif. /
_ December 22�'1�69 . . , . .' �
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' 20: F.11 City ?•fsnagers, C�ty Clerks in Nor_-�aza�er Cities .
�, SU3JECT: Proposed T.larra:ts for �th� Insta?12tioa oi ir�£fic .
- . Control D�vices in Sc::ools ' -
�41e hope 2Lat you wi11 refer the attache3 su�oe�ted i�arrants to the
" appropri.a_�e off.icial iri your city for consid=_rztion. in° cisrrer.ts
aere prapa.re3 as th�= resu�t of legialatio, cr,acted in 19oS (Sec.
21372 of the _r,3lif.ornia Jehicle Code). ,'"e�e legi�la*_i.c,*:.provi�es
tt12t "local avthorzti.�s shzll vith respact to `iighr:ays inZe= t:-:eir
respective jurisdictions, estaLlisi aad pro:�ul;;��e c�arrsnt� to
be used �.s guidelines fer the u).aceuent u_` traffi.c cortroi dev�.ces
near schools for t:ie purpo�e of protectirg stucer.ts g,ciag to'anc
frut� school." The goveraic:� body of the :;chool eistrict r�ay then
- request the city to ir.stali traff�c control devices 2t tre citt's
cost ia accor3ar.ce �aita the «a:.ant;, so established. A`ter -
receivia� suc`� a re�uest the c�tp nust, r�ithia SO days, ur.dertake
'e traffic survey, the cost to Se borne equal�;� bp tt�e scheel dSstrict
and the ci.ty. Ii t?:e protectior. is c�arra�ted it shall th�r be
installed by the city. _ ' '
' The attached r�arraats �.�ere prepared and recor��er:de� by tHe Califorr.ia
Traffic Control Devices Committee. Tne Cocimittee inclu3es represent-
utives fraa: • "
�_ • , 1. Cal.ifcrnia Divisicn of Nigh��ays
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2. California FlighWZy Patrol . �.
3. Coun[y SupeYVisors Associa[ion of Califoraia
, • Q. _•.League of California Citics
�EC.�.!'r
� S. California �tatc ;,uconobile Associ.atlor. .
� ♦'llil �� IJI��
' 6. Autor�obilc Club of Southcrn California
. . CITY bti:!nr,E_.. __.�
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'„ "Parc Two .
. F The Univcrsity cf Ca�fornia - IT �na the Ir. �tiL'ut� of 7 'raff:r
�. EZgincer� a:e re�resen�ed in an 4dvi�ory ca�acity. A3ditionctll�r,
� the su�cor.�nittez ahich y�eparec tbese aarrae�� in:.luded repr4aentation
,:, from the Los A*igeles Sciiool D:.strict. �
, The warrants are intendec to proviae a unifo:_i set of guidelir.es for
al� jurisdic�i.ons to use in gover�iing the instalZaticn of devices and
' � techniques aear. schools. . ', �
You will note that four o_°.tI:e_warrants are identified as ozir.� fur
"traffzc eontrol decices w�ile six are ioentified as Sefng for •
° supplemental techniques." This distiac�i�n was drsc:n to naLe
clear tIie dif`erence betcaeen the�t�.o groups so far.as finaacin� is
concerred. .he Ve:licla Code sets out reauirenents for financir.�
traffic control devices whicii are not stated for the suppleneatal
techniques. • .
�Bect use of the ��arrants can only t•e iaade if local school districts
also act in accordance e�ith ther�. For this reason local_ governnaats
taay waaL to consider �a?:ing the c�arrants eff�ct:ve only within
tbe.l_�its of schoo2 distr=cts �:hict ziso adopt them. It is not
unli?:e1� howcvar,_that local agencies may req�ire certain revisions
before adoption of the warrants can he�secured.and this decision is .
J.eft as a prerogative of the agency concerne�.
�41e urish to thank Geor�e Bullock, Tr2ffic En�ineer of Burbank and ,
Arnold Johnson, Traific Engineer and Director of Parking, Oaklaad,
fo: representino-the League on the Traffic Control Device Cou�mittee. .
" � . Don Benninghoven ' .
. `• � . . Assistant Director
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� , CALII'�II� TR71FI'IC CONTROL DEVI� CONIiyITTEE
, ADULT CROSSING GUARDS
� POLICY
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1. GEN ERI�L -
a. It is the practice of many local jurisdictions, through their
lo�al enforcement agency, to provide adult crossing guards at
designated school crossings �ahich meet certain qualifications
during the hours 4�hen school children are required i:o cross
the street. The recommended policy for the assignment of
, adult crossing quards as herein specified applies only.to
. school crossings serving elementary school children. This
measure is a supplemental technique and.not a traffic control
device as defined in the California Vehicle Code.
b. An adult cross?rig guard shoulci u� consiaered as •an ciD'
traffic control measvre at a school crossing wnen: �
1. Special problems exist �:hereby it is d�en;ed nece�sary to .
assist tt�� children across a street, such as at �n unusually
cor,iplicated intersection or at a controlled i.ntersection
where there are heavy vehicular turning movements and high•
. vehicular sneed. .
2. A chanoc in th� school crossing is i.r,uniment b�it present con-
ditions require school crossing supervision for a limited
time and it is not feasiUle to install anothar form of
control for this te^�oorary period. �
3. The warrants for the installation of a traffic signal are
not met. �
II. T•TAP. I:AVTS F OP. .lS SIGNI2dG ADU7,T CROSSING GU\?2DS
Adixlt cros,ing �uards normally are assigncd �ahcrc of�icial suocr=
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�, yision of elemen�y school shildren is de�able while tlley cross
. a public street or highway, and at least 40 elementary school aye
pedestrians per hour for each of to�o hours utilize the crossing on
` the way to or from school. Whenever the critical approach speed
' . exceeds 40 miles per hour, the c,�arrants for rural conditions should
be applied. Adult crossing guard protection shall be warranted under
the following conditions:
A. UnCONTROLLED CROSSINGS ON `1'HE SUGGESTED SAFEST ROUTE TO SCHOOL:.
1. Where there is no controlled intersection within 600 feet
' � of the location where a request for an adult crossing
' guard is made. For the purpose of this �aarrant, a controlle�
intersection is defined as: .
(a) An intersection controlled by either traffic signals
or stop signs on the street across �•�hich adult
crossiny guards r�ill be used.
(b) An intersection �•rnere a pece.strian tu:�nel, bridge or
other adequate protection exist.
2. (a) Under urban conditions cahere the vehicular traffic vol-
ume exce2ds 350 during each of any tttio hours during
` which 40 or more school children normally cross c•rhile �
traveling to or from school.
(b) Under rural coaditions r:here the ve.hicular traffic volu:ne
exceeds 300 during each of any t��ao hours during :��hich 30
. or more school children normally cross cahile traveling
to or from school. � �
� B. STOP SIGN COi4TFOLLED CROSSIIdGS ' • .
�Vhere the vel�i-cular traffic volune on undivided roadcrays o£
four or more lanes exceeds S00 per hour durinq any period ���hen
the chi.ldren are normzlly going to or £rom school.
{� • ' C`. SIGNAL-CONTR�D CROSSINGS .
1. Where th2 number of vehicular tu�ning movements through the
*` crosswalk �•�here children must cross exceeds 300 per hour
while children are going to or from school.
. 2. Where there are extenuatinq circumstances not normally ex-
perie»ced at a signalized intersection such as crosswalks
�. more than 80 feet long with no median refuge area, or an
abnormally high percentage of commercial vehicles with
operating characteristics substantially 3ifferent from
� those of the passenger vehicle. •
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y Assembly Bil] No. 8 ' �
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CHAPT'ER .282 � • '
I An act to amend SecHon 19632 of the Business and Professions
) Code, to amend SecHons 16250, 3924&, 39247, 39363, 41300, 41301,
419Q3, 41604, 42103.5, 52171, 60200, 60265, 84370, 84857, 84904, and
,- 8�003.5 of, to add Sections 16096.5, 39618, 39619, 39620, 39621, 41601.5, ,�
918865, 45�i2, 54057, and 56364 to, to add Article 3(commencing � �
wi[h SecHon 2550) to Chapter 12 of Pazt 2 of, Article 1(commencing -' -
with Section 14000) to Chapter 1 of Part 9 of, Chapter 24 E�
.. (commencing with Section 17780) and Chapter 2a (commencing `
,�vi[h Section 17785) to Part 10 of, Chapter 15 (commencing with f'�
Section 23400) to Part 13 of, Article 2.5 (commencing �vith Section S�
39327) to Chapter 3 of Pazt 23 of, Chapter 5.3 (commencing with . • '
Secfion 41975) to Pa�t 24 of, ArHcle 2(commencing wi[h Section • � �
42237) to Chapter 7 of Part 24 of, Part 34 .(commencing with Section
62000) to, and Chapter 5(commencing with Section 8-1700) to Part . - �
50 oF, to repeal Sections 24105, 39453, 41716, 41716.5, 52095, 54057, and �
. SS364 of, to repeal ArHcle 1(commencing with Section 19000) of �� •
Chapter 1 of Part 9 of, ArHcle 6.5 (commencing with SecHon 162a5) E
.• of Chapter 8 of Part 10 of, Chapter 15 (commencing with Section �
23400) of Part 13, Article 2(commencing with Section 42230) of �
Chapter 7 nf Part 24 of, and Chapter 5(commencing with Section ' F�
84700) oF Part 50 oF, the Education Code, to amend Sections 1O50Q k=}.`
. � 10527, .10�i8, 16115, 162SD, 16260, 16496.5, lfr?97.5, 16-i98, lfil99, Y
164995, 54;+75, and 65974 of, and to add Sections 16117,' 26912.3, - �
26912.7, 53898, 54790.3, G5979, 65930, 65981, and 66334.1 to, the - Y'�
Government Code, to amend, repeal, and add Section 11836 of thz �`F'
Health and Safety Code, to add Part 0.5 (commencing with Section �`'`'
9�) to Division 1 of the Revenue and Taxation Code, to amend F�
Sections 11450, 11451.5, 11454, 15200.1, 152002, 152042, 16120, and ��
18917 of, to amend, repeal, and add Sections 5705 and 1�200 of, to add p
Sections 11406, 11407, 14154, 15`?00.3, 15200.4, 1520-f.5, 15905, 18906, �
and 18906.5 to, to add Chapter 4.1 (commencing with Section 10815) :`
to Pazt 2 of Division 9 of, and Part 4.5 (commencing with Section F �,
16700)' to Division 9 of, to repeal Sections 11403, 119502, 14150, "
14150.3, 14150.5, and 18906 of, and [o repeal ArHcle 9(commencing � '
with SecHon 12400) of Chapter 3 oF Part 3 of Division 9 of, the �
, Welfaze and Institutions Code, to amend Section 5 oF Chapter 292 of
the Statutes of 1978, and to add Section 29.6 to Chapter 977 of the f
Statutes of 1976, relating to public finance, making an appropria[ion � p;
' therefor, and declaring the urgency thereof, to take effect ���`-
immediately. ' , _ y
. _ �[Approved by Covernor July 24, 197g, Filed with �
, Secretary of State July 24, 1979.J � - �� �
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� rf��ib�+fHwLNe�� t :••�•sA+wY�1d.1�W ��"� ����u:.+ui+a�L}�i.S�. .� � �
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— 45 — . Ch. 282 i � - ::;
reversal, repeal, stay, or invalidation of the mandate is upheld by a '� �, '� ` "
final court order. " . ,� � ; , ;
42244.7. �Vhenever a special educa[ion program is transferred •. . `'' -
from a school district to a county superintendent of schools pursuant � '` �
to Section 1710, the revenue limit of such district shall be reduced by �� -
the amount of excess cost which the district expended £rom its 'E -
revenue limit for such program during the prior fiscal year. This '�E , `� �'
excess cost shall not include expenditures of income from federal :`� t �-
sources oF tuition. ' . : . = ` - • . '� �
42245. VVhenever any computaHon required by this ar[icle �� !�`:..
.;� t
results, because of estimaHng or o[her errors, in a total revenue limit + �' '� -,:
in an amount more or les.e than actual data would have produced, the '�' - - ::..
revenue limit for the succeeding fiscal year shali be reduced by an - '�� -
amount equal to the amount oE the error if the tota] produced was I i�i
more, and may be increased by an amount up to the ainount of the ''� _
error if the total produced was less. . '"• - �- . �`�
42246. For the purposes of this arHcle, the Superintendent of �� '
Public InstrucHon shall prescribe regulations which will provide '� , � "
consistent and uniform implementatiorr of the law herein. ' " :'
SEC. 32. SecHon 45452 is added to the EducaHon Code, to read: �,�
95952. . When a city or county or city and county fails or refuses ��i • -
to ado _t stan3aids under which tlie ci or count or ciF an3 •�� �` '
p 4' Y Y Y I. ;. ` .` �
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shall provide school crossing guards, [�e governing�board oFa sc iF '�'•I' , �'
7�stnc[ w}iicli`employs_personnel to act as guards at pe �I�z' "„ . ,
' crossin�s to ensure [he saFety of elementary school children shall be �,4 ;
reim�iursed Fiin sTnciuding,UuE coi:ected - - �,� '� �.- � 'r
__ ------
�ursuanE to Sections 42�60 and 92201 of th"e Vehicie G'sde.' �i ��'f : '
- � -- ----- �- -- �i I ' . ]
SEC. 33. Section 52045 of the Education �Code is repealed. - ��
SEC. 34. Section 52171 of the Educa6on Code is amended to read: - '� I r �
52171. 'At least once during each school year, the district shal! � I�-
assess each limited•English-speaking pupiL The pupil's achievement .-• + j, ' ' '
in comprehending, reading, and writing English and, to the extent �'��.: � ;�
assessment instruments are available,_ [he second language of ,,_ ; ''
instruction shall be assessed. At least annually there shall be �i,,; � `
submit[ed to �[he Department oE Education an evaluation of pupil �! '
progress for every program which has been approved pursuant to . i: ;; '�
this article. The evaluation report shall idenHfy variables, including ;,.I . ' � ,.' 1
o[her programs, which may have affected pupil academic 1. :jj: `'
achievement. - I ilE
I[ shall also include, but not be limi[ed to, reading comprehension �{ '
and speaking skills, in English and, to the extent assessment ; , ,;
instruments are available, the primary language. _ � �� ,
This section shall take effect on July 1, 1978. , 1i,,�: ;�
SEC. 35. Section 54057 of the Education Code is repealed. ti-�:�' `� �
$EC. 36. Section 54057 is added ro the Education Code, [o readc '; �� ` � <
54057. There is hereby appropria[ed from the Ceneral Pund to '� ,:1, � �••`` ��
Section A of the State School Fund the sum of ei hteen million ��� �
dollars (518,000,000) in augmentation of Item 319 oE he Budget Act �'
_ !' j ,
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� � • � . � 87 640 ll' + �v.. <.
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November 29, 1979
HONORABLE CHAIRMAN AND
h4liT.4B�RS OF THE TRAFFIC A.TdD PARKIidG COn7MISSION
Gentlemen:
SUBJECT: RED CURB AT FIRE STATION NO. 2
Chief Ronald Lathrope has requested that red curb be
placed on the South side of Century Blvd. in front
of Fire Station ido. 2 to provide for improved visibility
and a safer exit for emergency vehicles as shown on
the attached sketch.
RECOMMEidDAT I ON :
The Traffic and Parking Commission of the City of Lynwood
approve the installation of red curb in front of Fire
Station No. 2.
Sincerely,
��� �
KEN H. ROSENFIELD
Secretary, Traffic & Parking Commission
RHR:sc �
Attachment
�
C E 1�TU RY cNSrA�� 6L�/D.
RED CVRfj
-�►� A.O 92�
? �VEWAYS �
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November 29, 1979
HONORABLE CHAIRh9AN AI�TD
T4EMBERS OF THE TRAFFIC AND PARKING COMPdISSION
Gentlemen:
SUBJECT: STOP SIGN VISIBILITY AT PLATT AND BULLIS
Councilman Eugene Green has requested that this commission
review subject installation and recommend ways to improve
the stop sign visibility on Bullis Road. Staff has reviewed
the location and found that parking vehicles may obscure
the motorist's view. Staff recommends that parking in the
vicinity of the stop signs be eliminated with red curb,
the stop signs be enlarged to a 36 inch size (already
scheduled), and the stop sign on the S/E corner be moved
in line with its stop bar. Please see attached sketch.
Staff feels that these changes will improve the visibility
of the location and they should be implemented before
considering other alternatives.
R�COP.itdEIdDATIOtd :
The �raffic and Parking Commission of the City of Lynwood
approve the installation of red curb and changes of stop
sign sizes at Bullis and Platt.
Sincerely,.
�`�� q'd" �,.,ze�ti i pl'�.c� y
KEN H. ROSENFIELD
Secretary, Traffic & Parking Comr.�ission
KHR:sc
Attachment
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EyCISTINCr m iNSTAL�-
DRIJEWAYS �� � ,
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BULLIS RoAD AT Pl-hl� {F�/E.
Nwer 2 2� i 1XJf-
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� November 29, 1979
HOidORABLE CHAIRn7AN AND
MEMBERS OF THE TRAFFIC AND PARKING COh9MISSION
Gentlemen:
SUBJECT: SPEED LIMIT STUDY
The attached report is the result of an in-depth study
of the Speed Limits in the City of Lynwood as required by
California Vehicle Code. The report was a joint effort
of City Staff and L.A.C.R.D. Staff.
It is extremely important that our.streets be posted with
realistic speed limits to indicate to motorists a safe
speed at which most reasonable people travel. The streets
which are recommended for speed limit increases are done
so only after careful analysis of accident records, physical
characteristics of the street, and the speed at which most
people are traveling on the street.
Please see attached study for details.
RECOn4MENDATION
The Traffic and Parking Commission of the City of Lynwood
approve the Speed Limits as recommended on the attached
speed zone survey.
Sincerely,
7�-, �-- Q
KEN H. ROSENFIELD
Secretary, Traffic � Parking Commission
hHR:sc
Attachment
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� IYNWOOD, CAIIFORNIA 9076]
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DEPT. OF PUBLIC WORKS ' SPr.ED ZON�'i. SURVEY
I POS`�D
,� x � SPEED
DOTE �� � � W ��� �a LIL:IT
SiR:r.T & ISL'!I`I5 SUR11�Y ��. yx a. o a z m w '�2° EXIST. PROP. R�:`:ARICS
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I�.B�OTT RG'AD
:lant=c Av. - Otis St. 9-6-79 34 39 '�-� 73 73 z5 35 Scnool
:is St. - Century B1. 9-5-79 34 40 30-40 72 72 25 35 School
�L'.:. �'�A S1�T
:;�s� narrel
i3rd 5�. - Century B1. 10-3-79 3� L4 33-43 63' 63 35 4o Truck route
:niur;r 31. - rFrn�iood Av. 10-3-79 39 45 34-44 70 70 35 40 shared o�ith I
�rr_tiood Av. - So. C. 3. '_0-3-79 �° 44 J+-44 69 69 35 40 L. A. County
. n l' sl?� i.'_�. i:��t��'' �
:boii Rri. - Ir>erial Hi,y. °-E-79 3� 3.°. 29-39 70 70 35 35 Cor:timercial
:�cerial 3ary. - Cen�u°y 31. 9-�1-79 36 41 31-41 73 ?3 35 55 Frontage
=*tturv P,1. - Fe°n;:oo1 kv. 9-26-79 '» 39 29-39 76 ?6 35 35
��n��oe:: Rv. - Carizn .av. 9-26-79 �5 41 31-41 71 71 40 40
�.rlin .���. - IIc]iillan Av. 9-26-�9 34 39 3�-� 74 74 � 40
3LT?,LIS ROAD
:meri.zl iIw;r. - Centt.ry Bl. 9-17-79 � 3° 29-39 7Z 7z 25 35
»±ur: _� - rermiood Av. 9-21-79 3� �7 2�-3p 7$ 78 z5 35 Schools
�.nr:ood �v. - Carlir.t�v. 10 �2 36 27 7z 69 z� 35 Schools
ir�in Av. - Orcrard Av. 10-1-79 33 �8 2 75 75 25 35
C^nLI;I isir'INE
zl�is 3d. - Atlantic Av. 10-2-79 34 39 29-39 7�+ 74 25 35 School
tlantic Av - 0landa St. 4-20-79 35 39 31-41 85 85 -- 35 -------
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neda St - Californ� Av. g-24-�9 37 �44 33-�+3 62 62 35 40 S!�ared w/So. Gate
i£ornia - Innerial Hti,y 9-7-79 36 42 32-42 62 62 -- b0
�erial Hwy - Bullis Rd 9-7-79 33 '>$ t z9-39 75 75 -- 35 Hospital Zone
Cor,u-runity Center
1is Rd - Atlantic Av 9-21-7° 3a 43 I 33-43 72 7z 35 � �
artic Av'- Check Av 9-17-79 36 41 32-42 70 70 25 4O
D'JIvCAi1 A1T'iNx,'
�erial H�r,� - Century B1• 9-17-79 33 38 28-3$ 56 69 -- '� School -'
T;;'_=:='^L".L FIGH�:L4Y
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:a E1. - Fern�::ood Av •9-24-79 36 41 31-41 72 72 35 40 Industrial & Vac.
•m:�ood nv - C�li�ornia Av 9-17-79 34 39 z9-39 7a 7� 35 35 �.
_ifornia Av - Century B1 9-04-�9 35 40 30-40 69 69 35 35 ':
:ta: y Bl - f.ulre Av 10-23-79 38 4 2 ��3-�+'J 7 ' 7� 35 40 School Xing Gixarc
�ne Av - Atlantic Av 9-04-�9 41 46 36-46 74 68 35 �0 IQon£ronting'Resi:
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_C:�'G B�4C�I BOUL�VR4D �
:ed;; Bl -'State St. PdB E-'�0-79 37 42 32-4z 35 7� 25 35 ' i
r�s 8-30-79 35 40 31-41 36 70 25 35
�te St - Century B1 NB 8-�0-79 �3 38 23-28 35 • 70 -- 35 ,...'i
sB 8-30-79 35 39 29-39 37 74 -- 35 ,
itury Bl - Inperial Hiry I. 8-29-79 �+ 40 �0- 34 68 30 35 ;�
sB 8-29-7° 32 37 27-37 37 74 30 35
?erial Htry - Fernwood Av 9-25-79 36 40 �1-41 69 69 25 35
rmlood Av - Orchard Av 10-04-79 35 4� 3�- 69 69 25 35 i
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=da St. - State St. 10-5-79 35 40 30-40 36 72 -- 30 Industrial
� St - Long 3each B1 10-5-�9 '� � 25 31 62 -- � 30 Re;,idential
�each B1 - Bullis Rd 10-2-7g 30 36 26-�6 37 S3 -- 25 SCHOOL Zoi�
? AV�iv�
=.,2 St - State St 10-Z-79 31 36 27-37 41 71 -- 30 Alameoa St to '
= St - California Av. 10-2-79 30 35 z6-36 35 7� -- � Century Bl.
'crnia iv - Ic��erial H�.y 9-5-79 > 37 2?-37 74 7� -- 35 Century B1. to
Inperial Hi,ry.
STAi� ST.'?yT
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'•: Bl - Lon,r, Beach Bl 10-22-79 35 39 2°-39 7�+ 74 z5 35
�r� 31 - Fern�:�ood Av 9-25-79 34 33 30-40 76 76 25 35 SCHOOL ZOI�
,�ood Av -'::eber Av 10-5-79 35 39 3�-4� 79 79 z5 35
r Av -�uclid av 10-5-79 37 42 32-42 63 63 25-35 35
';iRIGH''i' RO,aD
in Av - Century Bl 4-16-�9 33 37 26-36 '76 76 25 35 School Zone
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______. --------- _ _ __ ... •— :,., — : .: . .. ......: ..w _. ...: -:_ —:;--------,�--�
. /
�b A � •
CITY OF LYNWOOD
TRAFFIC AND ENGINEERING SURVEY
OCTOBER 1979
INTRODUCTION
It is a common belief that posting of speed limit traffic signs
will influence drivers to drive at that speed. The facts indicate
otherwise.
D'river behavior research conducted in many parts of this country,
� over a span:of several decades, show that the average driver is
influenced by the appearance of the highway itself, and the pre-
� vailing traffic conditions, in choosing the speed at which he drives.
' Under California law, the maximum speed limit for any passenger
vehicle is 55 miles per hour (mph). All other speed limits'are called
, prima facie limits, which "on the face of it", are safe and prudent
under normal conditions. Certain prima facie limits are established
by law and include the 25 mph limit in business and res.idential
districts; the 15 mph limit in alleys, at blind intersections and
blind railroad grade crossings; and a part-time 25 mph in school
zones when children are going to and from school.
Intermediate speed limits between 25 and 55 mph may be established
by local authorities on the basis of traffic engineering surveys.
Such surveys include the analysis of roadway conditions, accident
records, and the prevailing speed of prudent drivers using the tiigh-
way under study. If speed limits are established below what the I
majority of drivers consider reasonable, they are not obeyed and `
consequently, are difficult to enforce. Those drivers who do not
comply with posted reasonable speed limits are, conversely, subject I
to equitable enforcement action.
All California motorists are required to know the basic 15, 25 and
55 mph speed laws and are tested on the subject when applying for
a drivers license. Consequently, speed limit signs covering these
conditions need not be posted on City streets. However, although �
not required by law, speed limit signs for these situations may be I
posted on streets with significant daily vehicular traffic volumes,
or with other applicable warrants. I
It is Los Angeles County policy to recommend the posting of speed I
limit signs only on streets carrying appreciable volumes of through
traffic and where such speed limits may be established in accordance
with the provisions of the State Vehicle Code.
,; � �
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A traff.ic engineering study has been completed on Lynwood City
streets and highways for the purpose of establishing enforceable
speed limit regulations. These studies were made in accordance.
with the appropriate sections of the California Vehicle Code, the
State Traffic t4anual (Chapter 8-03), the Federal Manual on
"Uniform Traffic Control Devices", (Section 2B-10), the State
approved "Methods of conducting engineering and traffic surveys"
dated December 1973, and with established traffic engineering
practices.
Factors considered in the recommendations for city wide zoning
are as follows:
1) The prevailing speed, as represented by the 85th percentile I
or critical speed and the 10 mile pace speed.
2) Road surface characteristics, shoulder conditions, grade, �
alignment and sight distance.
3) Roadside development, culture and roadside friction. I
4) Safe speeds for curves or hazardous locations within the zone.
5) Parking practices, pedestrian activity and related peripheral I
conflict.
6) Reported acc.ident experience for a recent 24-month period.
7) Unusual traffic conditions or unique traffic conditions not
readily apparent to the driver.
8) Continuity between zones of short distance with inordinate
differences of prevailing speeds between the separated zones.
analyspsrof�eachmpotydroadway withlt he • pert.inent s data c leadi ng to �
our recommendation. It is in a form that is suitable for submission
to City Council. If adopted, the report (content and format) will �
likely satisfy the local courts concerned w.ith speeding cases. �
Zn this section, the street designations are 1) arterial - a through
highway carrying cons.iderable volumes of traffic; 2) secondary - a
collector or service highway carrying fair volumes of traffic; and '
3) local - a residential or business type of roadway in which ;
virtually all of the low volumes of traffic is generated by �
residents or employees in the area. +
The second section of the report consists of a tabulation which +I
summarizes all the data collected during the surve �
i
include a listing of the radar check locations and `
pared to show street width, parking controls, traffic controls and `
all other features pertinent to this survey. - �
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Until recently, the Vehicle Code rigidly defined the conditions
qualifying a residential street for 25 mph speed zoning. But
- recently ennacted legislation amends Section 40802 of the Code
and provides that speed trap provisions do not apply to local
streets and roads. For purposes of the bill, local streets and
roads are as submitted to the Federal Highway Administration. In
the absence of this condition, a local street or road primarily
provides access to abutting residential property and shall meet the
following three conditions:
1. Roadway width of not more that 40 feet.
2. Not more than one half mile of uninterrupted length, including
official traffic control devices as defined in Section 445.
3. Not more than one traffic lane in each direction.
A copy of legislative counsel's digest of Assembly Bill 2942 which
details these conditions is attached.
I
An earlier, more comprehensive study was made by the Uniform Traffic
Control Committee of three Lynwood arterial highways: Imperial Highway,
Alameda Street and Atlantic Boulevard. These studies, and subsequent
reports, included recommendations for speed limits based upon the
prevailing speeds then current. The results obtained in each study
for these highways are remarkably 'similar, despite the seven to ten
year interval between studies.
Closely related enforcement problems occur when, (a) the highway is
posted with inappropriate speed limit signs; (b) the highway is
improperly or inadequately posted: or, (c) the highway is not posted
nor covered by ordinance and therefore falls under the basic speed
law. In either of these events, the result is a debatable validity
which may be questioned in court cases where citations are issued and
and contested. The report therefore recommends that any of these
deficiencies by corrected. To minimize enforcement problems, it is
suggested that (1) a traffic signing program be instituted to conform
to the City Ordinance; (2) update the signs to conform to the latest '
State sign chart, and (3) conform to the latest practices as stated
in the State Traffic P7anual. Otherwise, radar is impracticable to
use in enforcement of all speed limits.
In conclusion, current provisions of the Vehicle Code conditionally
stipulate that engineering and traffic surveys are required within
five year periods to avoid "speed trap" connotations. If the pertinent
sections of the code remain unchanged, the results of this study should
be effective until 1984. Only occasional updating may be required as
highway or traffic condit.ions change or warrant.
I
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, • -4- •
References
' California Vehicle Code, 1976
Definition, paragraph 235 - Business District
240 - Business and Residential District
Determination
515 - Residential District
527 - Traffic and Engineering Survey
Sections 22348 - �taximun Speed �
22350 - Basic Speed Law
22352 - Prima Facie Speed Limits
22357 - Increase of Local Limits
22358 - Decrease of Tocal Limits
22359 - Boundary Line Streets
40802 - Speed Traps
Traffic Engineering Handbook
Traffic Manuals (State & Federal)
Speed limits recommended for Lynwood City streets (or portions
thereof) and pertinent factors relating thereto are as follows:
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` ABBOTT ROAD
. Abbott Road is classified by the City as a Secondary Highway. The
roadway, extending generally from Atlantic Avenue on the east to
Century Boulevard on the west, varies from 66 feet to 70 feet wide
with curbs and generally with sidewalk. Abbott Road is striped for
• four lanes of traffic with parking permitted. The present posted
speed limit is 25 mph. The grade is flat and the alignment is �
straight. Traffic signals are in operation at Atlantic Avenue
and at Century Boulevard. Intermediate four-way stop controlled
intersections, all with falshing red beacons, are located at Sampson
Avenue, at Standard Avenue and at Otis Street. There is a three-way
; stop controlled intersection at San Miguel Avenue. Development along
the length of Abbott Road is essentially residential with some
commercial located near Atlantxc Avenue and also near Century Boulevard.
Two schools are contiguous to Abbott Road.
Radar speed data for Abbott Road indicate the following:
. 1. West of Atlantic Avenue 2. West of Otis Avenue
85th percentile 39 mph 85th percentile 40 mph
10•mile pace 30-40 mph 10 mile pace 30-40 mph
(73� of total samples) (728 of total in pace) �
' The prevailing critical speed on Abbott Road is at the 40 mph level
which, when considering abutting development would be considered
as excessive. Analysis of recorded accidents attributable fo
excessive speed disclosed only one accident for the 24 month period
ending June 30, 1979.
. RECOMMEDATION
It is recommended that a 35 mph,speed limit be established on'Abbott
Road from Atlantic Avenue to Century Boulevard. This speed falls
midway in the 10 mile pace and would be considered reasonable for
. prevailxng roadway conditions.
,
; . . • 1 -6-. • .
ALAMEDA STREET
Alameda Street, designated as a Major Highway, consists of two road-
ways separated by railroad right of way. The west roadway extends
from the City of Los Angeles on the north to San Pedro on the south •
on a flat straight grade and is a heavily traveled truck route.
' Alameda Street is 56 feet wide with curbs and partial sidewalk.
The roadway is striped for four lanes of traffic presently with
a 35 mph speed limit. The east side of the roadway is undeveloped
railroad property. The west side is mixed commercial and industriaL
Stopping is prohibited at all times on the east side of Alameda Street.
� The west side is a combination of No Stopping Any Time and peak
hour prohibitions, where parking is permitted.
' Traffic signals, with left turn storage lanes, are operating at
103rd Street, at Century Boulevard, at Fernwood Avenue, at Imperial
'-. Highway and at Butler Avenue.
That portion of Alameda Street from 108th Street to Imperial Y.ighway
is jointly shared with Los Angeles County. In October 1972, the
Uniform Traffic Control Committee recommended a 40 mph speed limit on
` Alameda Street from 108th Street to Imperial Y.ighway. The Eoard of
Supervisors subsequently adopted this recommendation but due to the
lack of cooperative action by the City, the approved revised speed
limit was never implemented. The speed survey data obtained for this
survey very closely�parallels previous data obtained in 1972 for
the Alameda Street U.T.C. study.
Radar speed data for Alameda Street indicate the following:
1. South of 103rd Street 3. South of Fernwood Avenue
8Sth percentile 44 mph 85th percentile 44 mph
10 mile pace 33-93 mph 10 mile pace 34-44 mph
(638 of total samples) (69� of total samples)
2. South of Century Boulevard '
85th percentile 45 mph
� 10 mile pace 34-44 mph
(708 of total samples)
The prevailing critical speed on the west roadway of Alameda Street is
equal to or slightly higher than the upper limit of the 10 mile pace.
Analysis of recorded accidents attributable to unsafe speed for
Alameda Street traffic disclosed nine accidents during the 29 month
period ending June 30, 1979.
RECOPft9ENDATZON
Zt is recommended that a 40 mph speed limit be established on Alameda
Street from 103rd Street to the Lynwood south City boundary and that
a cooperetive signing project be carried out between the City of
Lynwood and the County of Los Angeles.
. . - i- �
ATLANTIC AVENU�
� Atlantic Avenue, a Major Highway, extends from the City of South
Gate, just north of Abbott Road to Mchiillian Street on the south.
The roadway varies from 70 to 93 feet wide with c�rbs and sidewalk
on each side. Atlantic Avenue provides two lanes in each direction
separated by a painted two-way left turn median divider. Two hour
parking regulations are posted on each side of Atlantic Avenue from
Abbott Road to Fernwood Avenue. The speed limit is 35 mph from
Abbott Road to Fernwood Avenue and 40 mph south of Fernwood Avenue
_ to P1cMillian Street. Abutting development is all commercial.
Traffic signals are operating at Abbott Road, Imperial Highway,
Elmwood Avenue, Beechwood Avenue, Century Boulevard, Cortland
Street, Fernwood Avenue, Agnes Avenue, Carlin Avenue and at
Arlington Street.
. The Uniform Traffic Control Committee studied Atlantic Avenue
in March 1972. The Committee recommended no change in the 35 mph
speed limit from Abbott Road to Fernwood Avenue and an increase
from 35 to 40 mph from Fernwood Avenue to P1cP7illian 5treet. The
Committee's recommendations were implemented.
Radar speed data for Atlantic Avenue indicate the following:
1. South of Abbott Road 4. South of Fernwood Avenue
� 85th percentile 39 mph 85th percentile 41 mph
10 mile pace 29-39 mph 10 mile pace 31-41 mph ' '
(70� of total samples) (71� of total samples)
' 2. South of Imperial Highway 5. South of Carlin Avenue
85'th percentile 41 mph 85th percentile 34 mph
10 mile pace 31-41 mph 10 mile pace 30-40 mph
('738 of total samples) (74$ of total samples)
3. South of Century Boulevard
. 85th percentile 39 mph
� 10 mile pace 29-39 mph
� (76� of total samples)
. Radar'speed data obtained £or this survey very closly parrallels data
obtained for the 1972 U.T.C. st�dy. Analysis of recorded accidents
attributable to unsafe speed disclosed 11 accidents during the 24
month period ending June 30, 1979.
RECOMMENDATION
It is recommended that the 35 mph speed limit on Atlantic Avenue from
Abbott Road to Fernwood Avenue and the 40 mph speed limit from Fernwood
Avenue to McMillian Street be retained. Existing speed limits appear
to be reasonable for prevailing roadway conditions and especially in
view of the somewhat high speed induced accident picture.
,. � -8- • .
RULLIS ROAD
Bullis Road, designated as a Secondary Highway, is basically a two
lane roadway improved with curbs'and generally with sidewalk. Bullis
Road, extending south from Imperial Highway into the City of Compton
has variable pavement width from 45 to 56 feet. Development is generally
residential with some commercial development. Three schools and the
Lynwood Civic Center abut Bullis Road at locations all south of
Century Boulelvard. The speed limit on Bullis Road is presently
established at 25 mph.
Traffic signals are operating at Imperial Highway, Century Boulevard,
Cortland Street, Fernwood Avenue, Josephine Street, Cedar Street
and at Carlin Avenue. Four-way stop controls are established
at Platt Avenue. Parking is generally permitted except at specific
locations deemed necessary to maintain smooth traffic flow.
Radar speed data for Bullis Road indicate the following:
1. South of Imperial Highway 3. South of Fernwood Avenue
85th percentile 39 mph 85th percentile 36 mph
10 mile pace 29-39 mph 10 mile pace 27-37 mph
(728 of total samples) (72� of total samples)
2. South of Century Boulevard 4. South of Carlin Avenue
85th percentile 37 mph 85th percentile 38 mph
10 mile pace 28-38 mph 10 mile pace 28-38 mph
(78� of total samples) (758 of total samples)
Radar speed data obtained for the survey indicates the critical
speed to be generally between 36 and 39 mph. Analysis of recorded
accidents attributable to unsafe speed d.isclosed four accidents during
� the 24 month period ending June 30, 1979.
RECOMMENDATION
It is recommended that a 35 mph speed limit be established on Rullis
Road from Imperial Highway to the south City boundary near Orchard
Avenue.
. . � ��
-9-
� CARLIN AVENUE
Carlin Avenue is shown as a Piajor Arterial route between Bullis Road
and Orlanda Street. The roadway is 76 feet wide with curbs and side-
walks. Carlin Avenue is striped for four lanes of traffic with
parking permitted from Sullis Road to Atlantic Avenue. The roadway
is striped for one lane in each direction, with parking permitted,
� from Atlantic Avenue to Orlanda Avenue.
' Signals are installed at Atlantic Avenue and at Bullis Road. Three-way
stop control has been established at Thorson Avenue. A 25 mph speed
limit is posted from Bullis Road to Atlantic Avenue. Development
is residential with schools located near Bullis Road.
Radar speed data for Carlin Avenue indicate the following:
1. East of Bullis Road 2. East of Atlantic Avenue
85th percentile 39 mph 85th percentile 39 mph
10 mile pace 29-39 mph 1� mile pace 31-41 mph
(74$ of total samples) (85� of total samples)
Radar speed data collected for this survey shows that the critical
speed on Carlin Avenie is in the 30 to 40 mph range. Ana�ysis of
recorded accidents attributed to unsafe speed disclosed one accident
during the 24 month period ending June 30, 1979.
RECOMMENDATION
, It is recommended that a 35 mph speed limit be established on Carlin
Avenue from Bullis Road to Orlanda Avenue.
�
� � I
� � �
.
r _ • .
- 1� -
' CENTURY BOULEVARD _
Century Boulevard, extending from Alameda Street to the Long Peach
Freeway, is a Major Highway. The length of Century Boulevard is
improved with curb and sidewalk generally providing two lanes of
traffic in each direction with parking permitted. The roadway
from Alameda Street to Wright Road varies in widtth from 70 to
84 feet with short sections of the road being striped with a two-
way left turn lane. The remainder of Century Boulevard is striped
with a double centerline stripe and two lane lines. Century Boulevard
from Wright Road to the Long Beach Freeway is 40 feet wide, striped
for two lanes with stopping prohibited.
. Development Prom Alameda Street to California Avenue is mixed
, industrial, commercial and some residential. There generally is
commercial development from California Avenue to Atlantic Avenue
with residential development and a City park east of Atlantic Avenue.
The posted speed limit on Century Boulevard is 35 mph from Alameda Street
to Atlantic Avenue and 25 mph east of Atlantic Avenue to the freeway.
' Signals are installed at Alameda Street. Santa Fe Avenue, State Street,
Long Beach Boulevard, California Avenue, Abbott Road, Norton Avenue,
Imperial Highway, Bullis Road, Ernestine Avenue, Harris Avenue,
Atlantic Avenue and �dright Road. A four-way stop, with flashing
red beacons, is established at Duncan Avenae.
Radar speed data for Century Boulvard indicate the following:
1. East of Alameda Street 4. East of Bullis Road
85th percentile 44 mph 85th percentile 43 mph
10 mile pace 33-43 mph 10 mile pace 33-93 mph
. (62� of total samples) (728 of total samples)
2. East of California Avenue 5. East of Atlantic Avenue
85th percentile 42 mph 85th percentile 41 mph
- 10 mile pace 32-42 mph 10 mile pace 32-42 mph
(628 of total samples) (70B of total samples)
3. East of Imperial Highway
85 percentile 38 mph
10'mile pace 29-39 mph
(758 of total samples)
Radar speed data collected during the survey indicates the critical
speed to be generally 40 mph, except from Imperial Highway to
Bullis Road where the critical speed was found to be below 40 mph.
Analysis of recorded accidents attributed to unsafe speed disclosed
" 15 accidents for the 24 month period ending June 30, 1979.'
RECOMMENDATIO �
It is recommended that a 40 mph speed limit be established on Century
' Boulevard from Alameda Street to Imperial Highway and from Ernestine
to Wright Road. A 35 mph speed limit is recommended on Century Boule-
vard from Imperial Highway to Ernestine Avenue. �
�
i
. �
� �
-ii-
DUNCAN AVENUE
Duncan Avenue, from Imperial Highway to Century Boulevard is a 40
foot wide residentially developed street with a school near Beechwood
Avenue. Duncan Avenue has curb and sidewalk on each side, striped for
two lanes of traffic with parking permitted. Duncan Avenue has
no posted speed limit.
Traffic szgnals are in operation at Imperial Highway. Four-way
'' stop controls are established at three adjacent intersections of
Beechwood Avenue, Sanborn Avenue and Century Boulevard.
Radar speed data for Duncan Avenue indicates the following:
1. 85th percentile 38 mph �
1-0 mile pace 28-38 mph
(69� of total samples)
". There has been only one accident attributed to unsafe speed recorded
on Duncan Avenue during the 24 month period ending June 30, 1979.
RECOPIMENDATION
It'is recommended that a 30 mph speed limit be established on Duncan
Avenne from Imperial Highway to Century Boulevard.
' , • -12- •
IMPERIAL HIGHWAY
• Imperial Highway is a Ptajor east-west Highway extending from the
Pacific Ocean on the west to the Riverside Freeway on the east
in the City of Anaheim. The roadway is 80 feet wide striped to
provide three lanes of traffic in each direction during peak traffic
periods separated by a painted two-way left turn lane from Mona
Boulevard to Alameda Street. This portion of Imperial Highway is
shared with Los Angeles County.
The roadway is 7Q feet wide from Alameda Street to the east City
boundary at the Long Beach Freeway. This portion of Imperial Highway
is striped to provide two lanes of traffic in each direction, also
separated by a two-way left turn lane.
The length of Imperial Highway has a posted 35 mph speed limit.
Development is mixed commercial and industrial from Mona Boulevard
to Norton Avenue. The development is mixed commercial and residential
from Norton Avenue to the Long Beach Freeway. Parking is prohibited at
various locations necessary to insure a smooth flow of traffic. •
Signals are in operation at Pfona Boulevard, Alameda Street, Fernwood
Avenue, State Street, Long Beach Boulevard, California Avenue,
Los Flores Boulevard, Century Boulevard, Bullis Road, Cornish Avenue,
Jackson Avenue, Atlant.ic Avenue and Wright Road. Ped. operated signals
are installed at a shopping center driveway adjacent to the fire station
east of State Street.
Radar speed data for Imperial Highway indicates the following:
1. East of Alameda Street 4. East of Century Boulevard
85th percentile 41 mph 85th percentile 42 mph
10 mile pace 31-41 mph 10 mile pace 33-43 mph
(728 of total samples) (78B of total samples)
2. East of Fernwood Avenue 5. East of Hulme Avenue
85th percentile 39 mph 85th percentile 46 mph
10 mile pace 29-39 mph 10 mile pace 36-46 mph
(708 of total samples) (688 of total samples)
3. East of California Avenue
85th percentile 90 mph
10 mile pace 30-40 mph
(69� of total samples)
Radar speed data collected during this survey indicates the critical
speed to be generally at or near 40 mph with the exception of the area
from Hulme Avenue to Atlantic Avenue where the 85th percentile speed
is above 40 mph. This area has little conflicting traffic from
driveways or side streets which is conducive to higher vehicle
speeds. Analysis of recorded accidents attributed to unsafe
speed disclosed 22 accidents for the 24 month period ending June 30,
1979.
, .: • -13- •
CON'T IMPERIAL HIGHWAY
RECOMh1ENDATIONS
It is recommended that a 40 mph speed limit be established on
Imperial Highway from Mona Eoulevard to Fernwood Avenue. A 35 mph
speed limit is recommended from Fernwood Avenue to Century Boulevard.
A 40 mph speed limit is recommended from Century Boulevard to the
east City boundary at the Long Eeach Freeway. This would be compatible
-�with a 40 mph posting by the City of South Gate on Imperial Highway
east of the Long Beach Freeway. Additional sign posting by South
` Gate at the west side of Wright Road would be desirable.
� . • -14- •
LONG BEACH BOULEVARD �
' f Long Beach Boulevard, a P9ajor Highway extending south from Tweedy
Boulevard to Orchard Avenue,,varies in pavement width from 68 to
76 feet and is improved with curbs and sidewalks. Long Beach
Bovlevard is striped for two lanes in each direction with parking
permitted from Tweedy Boulevard to Century Boulevard. Long Beach
Boulevard from Century Boulevard to P7ulford Avenue has .two lanes
in each direction separated by a raised median with parking permitted.
� There are two lanes in each direction separated by a two-way left
' turn lane, with parking permitted, from Mulford Avenue to Orchard
Avenue.
The posted speed limit on Long Beach Boulevard is 25 mph from Tweedy
• Boulevard to Sequoia Drive, 30 mph from Century Boulevard to Imperial
Highway and 25 mph from Imperial Highway to Orchard Avenue. The
, sign for southbound traffic south of Imperial Highway is missing.
Development along the length of Long Beach Boulevard is commercial.
Parking has been prohibited or regulated by time limits where
necessary to assure proper traffic control. Traffic signals are
. installed at Tweedy Boulevard, Tenaya Avenue, Century Boulevard,
Norton Avenue, Imperial Highway, Sanborn Avenue, Fernwood Avenue,,
Lynwood Road, Josephine Street, Cedar Avenue and Euclid Avenue.
Radar speed data for Long Beach Boulevard indicate the following:
1. South of Tweedy Roulevard 4. South of Imperial Highway
85th percentile NB 42 mph 85th percentile 40 mph
SB 40 mph 10 mile pace 31-41 mph
10 mile pace NB 32-42 mph " (698 of total samples) ''
SB 31-41 mph
(70$ of total samples) 5. South of Fernwood Avenue
85th percentile 90 mph
. 2. South of State Street 10 mile pace 30-40 mph
'. 85th percentile NB 38 mph (69� of total samples)
SB 39 mph
l0 mile pace NB 28-38 mph
SB 29-39 mph
(70� & 748 of total samples)
3. South of Century Boulevard
85th percentile NB 40 mph
, SB 37 mph
� 10 mile pace NB 30-40 mph
SB 27-37 mph
(68B & 748 of total samples)
,, • •` -15- •
CON'T LONG BEACH BOULEVARD
Radar speed data collected during this survey indicates the critical�
speed on Long Beach Boulevard to be generally near 40 mph. Analysis
' of recorded accidents attributed to unsafe speed disclosed 15
" accidents for the 24 month period ending June 30, 1979.
RECOMMENDATION
It is recommended that a 35 mph speed limit be established on
Long Beach Boulevard from Tweedy Boulevard to the south City boundary
near Orchard Avenue.
�� �
-16-
LYNWOOD ROAD
Lynwood Road is designated as a collector street from Alameda
, Street to Bullis Road. The roadway is mostly improved with
curbs, has some sidewalk and varies in width from 24 to 36 feet.
' Development is mixed residential, indnstrial and vacant. Parking
is prohibited on the north side of Lynwood Road from Long Beach
Boulevard to Bullis Road where the pavement width is 24 feet.
Future construction on the proposed Century Freeway will undoubtedly
completely change existing features on Lynwood Road both east and
west of Long Beach Eoulevard.
Traffic signals are in operation at Long Beach Boulevard. Four-way
stop control has been established at State Street and at Peach
Street, adjacent intersections. Traffic on Lynwood Road is required
to stop at Fir Street, a school crossing location.
Radar speed data for Lynwood Road indicate the following:
� 1. East of Alameda Street 3. East of Long Beach Eoulevard
85th percentile 40 mph 85th percentile 36 mph
10 mile pace 30-40 mph 10 mile pace 26-36 mph
, (72� of total samples) (88� of total samples) •
2. East of State Street
85th percentile 36 mph
' . 10 mile pace 25-35 mph
(62$ of total samples)
An analysis of recorded accidents attributed to unsafe speed °
disclosed two accidents reported during the 24 month period ending
• June 30, 1979.
- � RECOMPIENDATION
It is recommended that a 30 mph speed limit be esta6lished on
Lynwood Road from Alameda Street to Long Beach Aoulevard and
25 mph on Lynwood Road from Long Beach Boulevard to Bullis Road.
,
' ' • ' -17- •
� NORT�N AVENUE
. Norton Avenue is designated as a collector street from Alameda
� Stree£ to its intersection with Imperial Highway. The roadway
varies in width from 30 to 36 feet between Alameda Street and
, Long Beach Boulevard and from 36 to 48 feet between Long Beach
" Boulevard and Imperial Highway. The roadway is striped for one
Lane in each direction from Century Boulevard to Imperial Highway.
• The length of Norton Avenue is improved with curbs and mostly
, with sidewalk. There is no posted speed limit on Norton Avenue.
Development is mixed residential and industrial west of Long Beach
Boulevard and mixed residential and commercial east of L,ong Beach
' Boulevard. Parking is permitted.
Traffic signals are installed at Long Aeach Boulevard and at
_ Century Boulevard. Four-way stop control is established at
. Santa Fe Avenue, Drury Lane/Bellinger Street, State Street and
California Avenue.
Radar speed data for Norton Avenue indicate the following:
1. East of Alameda Street 3. East of California Avenue
85th percentile 36 mph 85th percentile 37 mph ,
' 10 mile pace 27-37 mph 10 mile pace 27-37 mph
• (71� of total samples) (708 of total samples)
2. East of State Street
85th percentile 35 mph
, 10 mile pace 26-36 mph
(70$ of total samples)
-' An analysis of recorded accidents attributed to unsafe speed �.
� disclosed five accidents reported during the 24 month period ending
June 30, 1979. �
RECOPIMENDATION -
.Zt is recommended that a 30 MPH speed limit be established on
' Norton Avenue from Alameda Street to Century Boulevard and 35 mph
from Century Boulevard to Imperial Highway.'
�
,
i� � i
. . , -�s-
STATE STREET/SANTA FE AVENUE '
State Street from Tweedy Boulevard to Long Beach Boulevard is a
collector street, 56 feet wide with curbs and sidewalk. The posted
, speed limit is 25 mph. There are signals at Tweedy Boulevard
` and Long Beach Boulevard. Development is mixed residential
and commercial.
State Street from Lonq Beach Boulevard to Century Boulevard is
in the City of South Gate and not covered in this report.
State Street/Santa Fe Avenue from Century Boulevard to the.south
City boundary south of Euclid Avenue varies from 44 to 72�feet
all with curb and sidewalk. There are two "traffic circles"
. south of Century Boulevard at Los Flores Eoulevard and at Flower
Street. Both "traffic circles" are signed for one-way traffic
,- flow. The posted speed limit is 25 mph from Century Boulevard to
E1 Segundo Boulevard and 35 mph from E1 Segundo Aoulevard to the
south City boundary south of Fuclid Avenue. Cverlaping signing
is confusing to the motorist in the area near and south of
E1 Segundo Boulevard. Development south of Century Boulevard is
� generally residential and school with some commercial development'
located.at Century Boulevard and at Imperial Highway.
�' Signals are operating at Century Boulevard, Imperial Highway,
Fernwood Avenue and E1 Segundo Boulevard. Four-way stop control
is established at Norton Avenue and Lynwood Road.
Radar speed data for State Street/Santa Fe Avenue indicate the
following:'
'` �
1. South'of Tweedy Boulevard 3. South of Fernwood Avenue
85th percentile 39 mph 85th percentile 39 mph
10 mile pace 29-39 mph 10 mile pace 30-40 mph -
, (74� of total samples) (79� of total samples)
'2: South of Century Boulevard 4. South of�Weber Avenue •
85th percentile 38 mph 85th percentile 42 mph
10 mile pace 30-40 mph 10 mile pace 32-42 mph
� (76� of total samples) (63� of total samples) �
An analysis of recorded accidents attributed to unsafe speed
"- �disclosed six accidents during the 24 month period ending ,
� June 30, 1979. "
RECOMMENDATION
' It is recommended that a 35 mph speed limit be established on State
Street from Tweedy Boulevald to Long Beach Eoulevard and that a
35 mph speed limit be established from Century Boulevard to the .
,, south City boundary south of Euclid Avenue. This speed limit will
be compatible with an existing 35 mph speed limit posted in the
- City of Compton.
„-,.
_ �-- -19- •.
WRIGHT ROAD
Wriqht.ROad, a collector street extending from Duncan Avenue, just
south of Imperial Highway, to Century Boulevard varies from 32 to 40
feet, striped for one lane of traffic in each direction. The roadway
is iinproved with curbs and sidewalk and has a posted 25 mph speed
limit. Abutting development is mixed residential and commerc.ial.
There is school frontage south of Eeechwood Avenue. Parking is
prohibited on both sides of Wright Road from Duncan Avenue to
Louise Avenue where the paved width is 32 feet between curbs.
Parking is prohibited at other locations only where necessary
to insure smooth traffic flow. There is a traffic signal at
Century Boulevard and three-way stop controls at Beechwood
Avenue.
Radar speed data for 47right Road indicate the following:
1. �South of Duncan Avenue ”
• 85th percentile 37 mph
10 mile pace 26-36 mph
(768 of total samples)
° Analysis of recorded accidents attributed to unsafe speed disclosed
3 accidents reported during the 29 month period ending June 30, 1979.
RECOMitENDATION
It is recommended that a 35 mph speed limit be established on
Wright Road from Duncan Avenue to Century Boulevard.
GWB:em/8B & 8A \
10-30-79 � .
Attachments
, Ch. 1210 • � — 2 —
� � . . .. •
' ' • . •: ���."r .. . ••� .':' shall includc official traffic control devices as deFined in Section 44�.
, ''`" , Assembly Bill No. 2442 ', ' 3:'Not more than one traEEic lane in each direction.
.� �' ,�„ ,:.�:•, :.. , ,. , : f This section shall remain in effcct only until January. 1, 1932, and
' CHAPTER 1210 � as of that date is repealed.
,�:•. ,. ,..';. .: :•�' • � i.` SEC. 2. Section 40802 is added to the Vehicle Code, to read:
� Ari act to amend Section 40802 of, and to add and repeal Section j 40802. A"speed trap" is either oE the follo�ving:
�. '"40802 of, the Vehicle Code,'relating to vehicles. � (a) A particular section o(a highw:iy me2sured as to distance and-
; with boundaries marked, designated, or othenvise determined in
. .. , cun g he
� ' '-���-' '' (Approved by Co��ernor s�p��rt;bo� 26. �1978: Filed �ri[h �� �� � � orcler that the spced of a vehicle may be calculated by se 'n t
', . �' ' ,.•." Secretaryof Statc September 26. I978.J •� ��� - ' time it takCS the veF7iCle to travel the known distance.
• • �,: � � . � � (b) A particular section of a highway with a prima facie speed
•`� ,
� ,,.,� .... ....... ..• �.LEC[SLATIVE COU\SEL'S U[CGST �- � � � limit provided by this Cocle or by �oCal ordinanCe purstiatit to
� �� �AB 2442, Chacon. . Vehicles: speed traps. Existing law defines a i paragraph (1) of subdi��ision (b) oF Section 22332, or established
: "speed trap" to include, among other things, ;i section of highu�a}� pursuant to Section 22354, 22357, 22333; or 223,i8.3, «�hich speed limit
• '. �, where radar or other electronic de��ices are used to measure the + is notjustiFicd by an engineering and traffic survey conducted �cithin .
' ,�� � � speed of moving objects and �vhich has a prima facie speed limit not i five years prior to the date of the alleged � violation, and re
� justified by an engineering and t�affic survey.conducted ��ithin a �- enforceme�it involves the use of radar or o[her electronic �es
,�' specified period prior to an alleged �•iolation. f, which measure the speed oE moving objects.
:. �' "this Uill would provide that speed trap pro� isions do not apply to � This section shall become operative on January 1, 1952.
� ]ocal streets and roads and would define local streets :�nd roads for ,: . '
� ' purposes of the bi1L This provision �eould remain in effect only until j., _'. �.
December 31, 1981. � '
The peop/e of the State of Cili(orni� do en:ict as fallon:r. '- '
�' � SGGTIO\`. 1. Section 40802 of the Vehicle Code is amended to ' ".. , �.
read: � ' '
� 40802. ' A"speed [rap" is either oF the follo�ving: ' � �
� i y ' (a) A particular section of 1 high�� ay mcasured as to distance and • �''
. ;- ���ith boundaries marked, designuted, or othenvise detcrmined in '''
,, ! order that thc speed of a vehicle may be cailculated b} securing the , '' �
time it takes the �ehicle to tra�el the kno�cn distance. • -
I (b) A particular section of a high���ay ��ith a prima Ficie speed � •
�. . limit provided by [his code or Uy local ordinance pursuant to • ' 0
.j . • paragraph (1) of suUdicision (U) oF Section 22352, or established � , ' " _
• pursuant to Section 22354, ?2357, 22358, or 22358.3, �chich speed limit • .
� is notjustificd by an engincerinR and tr�ffic survev conducted ��'ithin • ''
,� ' ', five }•ears prior to the date of the alleged violation, and ��here � ' _
' •! enforcement invol��es the usc of rudar or other electronic de� ices �' '
� which measure the speed of mo�•ing objects. The pro�;slons af this •'- � �
, • subdi�•ision do not apply to tocal streets and roads. .
' For purposes oE this section, local streets and roads sh,�ll ue clefined i •
"� �, by [he latest func[ionul usuge :ind feder.�l-aid s�stem maps :is i �
� • �
p submitted ro thc L'ederal f Ii�hwcry Administration. «�hen these maps i'' ..
, have not bcen submit[ed, the Follo��ing definition shall be used: A;
;" '. local street or road primarih� pro�ides access to a�butting residential �. '' ",
'. . � property and sha�ll mcet the Following three conditions: ' '
' ' 1. Road�cay «idth of not morc than 40 fcet,
. ' t 2. Not morc than I I2 mile of uninterrupted length. Interruptions �- '
i '
.. . �' .
� �°F� CITY OF LYNWOOD
4 �,
0
, F ��'�� 11330 BULLIS ROAD
� � iE• LYNWOOD, CALIFORNIA 90462
P
. 'IF 4 �213) 537-0800
DEPT. OF PUBLIC WORKS SPEED ZONE SURVEY
POSTED
� SPEED
D �� � �� w a LI1d,IT
U O C�
Si �' T&�b�`PS SURVEY a��� o a z�n w aa° EXIST. PROP. R�.`AP.KS
ABBOT'T RQ4D
Atlantic Av. - Otis St. 9-5-79. 3 39 3�-li0 73 73 Z5 35 School
Otis St. - Century B1. °-5-79 34 40 30-40 7Z 7z z5 35 School
AIAP�DA STI?EET
l•:est Barrel
1o3rd St. - Century B1. 10-3-79 38 4� �3-43 63 63 35 40 Truck route
Century Bl. - Fernerood Av. 10 39 45 34 70 70 35 �+0 shared viith
Fernrrood Av. - So. C. B. 10-3-79 38 44 34-44 69 69 35 40 L. A. County
ATIANTIC AVEiNE
Abbott Rd. - Imperial H�,�y. 9-6-79 34 39 29-39 7� 70 35 35 Conmercial
Imperial H��ry. - Century S1. 9-Z1-79 :6 41 31-41 73 73 35 35 Frontage
Century B1. - serniaood Av .. 9-26-�9 33 39 ?9-39 76 76 35 . 35
' Fern�:�ood Av. - Carlin Av 9-26-79 >5 41 31-41 ']1 71 40 40
Carlin Av. - 1•lcl-iillan Av. 9-26-79 3�' 39 3�-� 74 74 40 40
BULLIS ROAD
j Imperial Hwy. - Century B1. 9-17-79 3�+ 39 �9-39 72 72 25 35
; Century B1. - Fern��ood Av. 9-21-79 33 37 28-3� 78 78 25 35 Schools
' Fernwood Av. - Carlin Av. 10-1-79 3Z 36 27-37 7Z 69 25 35 Schools
Carlin Av. - Orcr.ard Av 10-1-79 33 38 Zg-38 75 75 z5 35
CARLIN AVENUE
Bullis Rd - Atlantic Av. 10-2-79 3�+ 39 29-39 74 74 25 35 School
Atlantic Av - Olanda St.. 4-20-79 35 39 31-41 85 85 -- 35 -------
" ;, . ��
, . .. , � . i G � �' . � e � i�, v n ��t�"` "t . ' - .
. �r �� i iiHi���' � ��
� F.� @ ! 9 '` � � � v �1 t,y �..� ti.}'� ':.�
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� . . . I7_'3G EULtIi kGAD � . .
� . � .�\':'��'iY � . LYKlV00�, CAUFG�KfA 90262 . � �..
p .
. . , ' (:13J 537-0900 � �
_ �s�r. cr �usuc evo;,KS LL ��,.;� D ZO?�^. 5�3V�Y
�' PC5'��
,� � f�, c� GP^, ;D
� D _�,;-; �a � I �' a a L � ,T
p�; � a ti ;-. H ;a t ? '�ca� �j "-`~-+ _ :.,.
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' �-� r] U I� - �S <L O
„_.�._ .��: � SU3T'Y � a. �� o i .-, v� c, a2 e. �X=ST.` ?RO?. R^3.R:r,S
. �• ' �a u� o o� ,-i 0. . .
CEIv°PURY' BOUI,FVA�D . I .
Alameda St - California Av. 9-24-�9 3� 44 33-43 62 62 35 4O. S?�ared tv/So. Gai
.California - Ir�perial Htiry 9-7-79 36 b2 32-42 62 62 -- �
`Imperial Hviy - Bullis Rd °-7-79 33 38 z9-39 75' 75 -- 35 Hospital Zone ,
- Community Cente�
Bullis Rd - Atlantic Av 9-21-']9 38 43 33-43 72 7z 35 � �+o
Atlantic Av - Check Av 9-17-']9 36 41_ 3Z-42 70 . 70 25 � �
DUNCAN AVEi1[TE �
Imperial Hbry - Century Bl 9-17-79 33 38 28-38 56 69 -- 30 School �.
; IISPy'RIAL HIGH':7AY _ � ,
t,ona Bl. - Fernwood.Av �9-24-79 36 41 31-41 72 72 35 40 Industrial & Va
Ferm•iood Av - Cali£ornia Av 9-1�-79 34 39 z9-39 7� 70 35 35 ,
California Av - Century B1 9-04-79 35 40 30-40 69 69 35 35 �
Century Bl'- Hulme Av 10-23-7g 38 42 33-43 . 78 : 78 35 40 School Xing Gua
Hulme Av -.Atlantic Av � 9-04-79 41 46 36-46 ']4 68 35 40 PlonSronting.Res
LONG B�4CH BOULIsVRAD . .
:Y Tweedy Bl - Stat,e St DIB ' 8-3�-79 37 �+2 32-42 35 70 25 35 ,
NB 8-30-79 35 40 31-4i 36 70 25 35
State St �- Century _Bl NB 8=30-79 33 38 2Pr38 35 � 70 - 35 :.�, �;
sB 8-30-79 35 39 29-39 37 74 -- 35
Century B1 - Imperial Hwy 8-29-79 3�+ 4� 30-� 34 68 30 35
sB� 8-29-79 3z 37 27-37 37 74 30 ' 35
, .
Imperial Ht•ry - Fernwood Av 9-25-79 36 40 31-41 69 6g 25 35
-Eernwood Av - Orchard Av 10-04-79 35 40 30-40 69 69 25 35 .
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'�` �_�.�"� (273) 537-0000 �
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oePr, o� PU6LIC INOi'CS SP��3D ZO!�" SURVEY
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LPNl�l00D RQ4D ,
�lameda St. - State St. 10-5-79 35 40 �-40 36 72 -- 30 Sndustrial
3tate St - Long Beach Bl 10-5-'79 3� 36 25 31 62 -- �0 Residential
�ong Beach B1 - Bullis Rd. 10-2-']9 30 36 26-j6 37 88 -- 25 SCHOOL ZOVE
NOt7PON AV�idUE
1lameda St - state St 10-2-79 31 36 27-37 41 71 -- 3o Alameoa St to
3tate St - California Av. 10-2-79 30 35 z 35 70 -- 30 Ceatury Bl.
zlifornia Av - Imperial Hwy 9-5-79 32 37 27-37 74 70 -- 35 Century Bl. to
Imperi.al Iiwy. .
STATE S1^R�r�T
SANTA F'E AV�'NUE
P�•:eedy B1 - Lon� Beach B1 10-22-79 35 39 2°-39 74 74 25 35
�entury Bl - Ferntiaood Av. 9-25-79 34 38 3�-� 76 �6 25 35 SCHOOL ZO?�E
Fernwood Av - tleber Av. 10-5-79 35 39 30-40 79 79 z5 35
1•leber Av - Euclid Av 10-5-79 37 42 32-42 63 63 �5-�5 35
IJRIGFiT RQAD
Duncan Av - Century B1 4-16-79 33 37 26-36 76 76 25 35 School Zone
.\ : �
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TRAFFIC 8 ENGINEERING SURVEY `Street 7T /f��. From c�ANf�NlON/o To c�T/fN0l�i20_ , _
City of 1 v��%�n�� �ate - /77 Engineer /�.4M,STEAD .
� � � � AREA , MA�P Q' , , J� �
MAP SYMBOLS ,� � Q Q Q Q
Q R Q �, � Q �� Q �
� s�nooi °.�� a W � " � � � � o e�
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� ,s�9�a� � Q R 'J v � � : � � Q � � 2 �
ar R s�o � ` � v' S�p�E Q C V � � � � � � � Q `� \ ti 1 ��
i �i. R SDeed Limit� Q Q ( R � "J J C � � 'O __ � � � _ � _ v �
.; -�
(8 Croselo9 Guord �6 Siqnai �-- — \
,�i R� ,ci F� �'' � �' � 5 {� �-r' '� R'� ryi�" �ri G,� Ri ,vr ,e xa �i �E
< Croaeinq Cward ' T
? School.Crosswalk � � � �
�� , F-/ R .� \ F � R./ rt-i ;F �� R-/ K-1 R-I R-l�� R-!
= Croeswalk CENrUR1�, } �� 1 � �
Aren Description ' E3. �nE oMM.
Distonce 0.7G� M/.
Vertical Ali ment � GAT
Porkin Restrittions � - O�✓E
Street Width .Q EJ RoM �o O
No. Lones fi Medion � " ��
Improvementa (Sw, C B G) �oME a�
Frontin Develo ment �
Avera e Dail Traffic
Speed Check Dota (Date 9 Loc.) - S' E/D �ti 'v v
� Avera e Speed PN
Critical Sveed �9 �'`�
10 Mile Pace — PN
��,���q
Accident Data (2 ears to_)
Total Midblock Accidenfe .
No. With S eed Violations
Aedominate Type. " �
HBD Drunk H 9 R . . -
Accident Rute �
Count Avera e �
Backqround, Remarks 6 Recommendations
•
Exisiin Speed Zone �N
;
^___"'. �'_". o._., � ,/' MP .
IKAYI'IG �d .tNI�IIVttKI1Vb JURVCi . JI�CCI � ��v r.�u�n. v.i .w .. .
C�ry ot LYNwooO' �ate 9-%7-79 Engineer /F',9�'/�SrEAO ' "• ; -.
AREA MA ' � , �
MAP SYMBOLS � � , � � � . ' �
J ` � � , , � � � �
Q scnool . � `� � � , � � � p h �
� � � h V , o j � \
O siqoa� � . 0 v, � � V� Q h _ � ? . F �� ��
� R-i s�op � ,\ O ��p�E � � � � . t v h �. \, W. ti �
i � � R-2 SPeed Li mit\'� . c � , � ' . � O � . � � . � .. � .. � V � Q . � �. .
°"° � "J _ __ .� - -- -- \ �.
(� Cronsi�q Guard 9 Sipnal� {� .. .� � N�� � {� y u � U
R�� K� Rl R� h v,P. R�� �f'-1 I ifll �-1 TI R•l
l _J 5 �
o Croseinq Guaid , -
= School Cros;walk af .�/ �. ,R/ Fl Rl tiE�� R�l R l .�� iP f � A?/ . �P-1 .
,_ Croeawalk Q .
i
Aren Description � E, O L
Distonce O � 7 /
Verticol Ali nment �� T �
Porkin RestriCtions � � � � O E ��
Sireet Widih � ' - FT
No. Lanes 9 Medion � c� 6L, , L,
Improvements (Sw, C 9 G) � �c.7 /E i3
Frontin Develo ment � � N
Avera e Dail Traffic 0
Speed Check Data (Dote fi loc.) � O� /�U d.
Avernge Speed
Critical Speed � f�
10 Mile Pace - ' — P �
Accident Dato (2 eors to� � � � �
Total Midblock Accidenta �� � '
No. With S eed Violations
Predominote Type. � �
HBD Drunk H d R �
AccideM Rute �
Count Avera e � . . . .
Backqround, Rertwrks� 8 Recommendations � . � �
I
EKistin Speed Zone � ' � - �/y� - �
Proposed Speed Zone P . � � �
� - �__ __'_ ___'_ , � � � Los Angeles Caunty Road Department �
TRAFFIG 6 t ENGINEERING SURVEY St�'eet h'LA�1E�A CST, From 1�� .To /// ��� UT
City of LS��/GtJOO,D Date�9 _fngineer; /jf/MSTEfID ` °
,�.jAREA MAP � -
MAP SYMBOLS {�� • �V , � h � �
v � �
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, scnee� ' . . . . . O " . . ` , . � � , , ; . � � � . .� � _ � .. � . � .
� s� � _ . ¢ � ? �` � \ �
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u R-i siav , ,
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��� R-2 Speed Limit _ � - . . \` �
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Croeainq Guurd 6 Siqnal �{�
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a � CroaeinQ Guurd ' ' 0 - . , . . . � 0 — — � — — - - - - -
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? School Crosswalk I� � �E�" �•/ i R-/ . � R l R�` ti�( �.� .
= c�osaWaik ;,,s�rrL�.yir
Aren Description , ' . . �
Distance ' O S
��r
Verfical Ali nmenf � $
Porkin Reefrictione . ( FT, . .
Sheet Width w L, , L
No, lones 9 Medion
ImprovemeNS (Sw, C d G) � � �T � �oME W
Frontin Develo ment � O �A/a iPa � �,
Avera e Doil Traffic � . � , Q- �O � T T
Speed Check Data (Date d Loc.) D' 3� � M
Avera e SDeed 3 � � �J/�
Criticol SDeed ' ' � P ,�/
10 Mile Pace . P � - - �
, �l3�hy ` .
Accident Data (2 ears to_) . ' �
Tofal Midblock Accidenfs . �
No. Wifh S eed Violation5 � � � . . � . �
Predominata Type. , ' E .e NO _ �
H80 Drunk H d R " �
Accident Rote � - �
Count Avera e ' ' � , � � , . "
Backqrand, Remarks, 9 Recommendations . � � , �
� /� _
' (/,ri%<o.eM _ __7_,�AF�'iC _L.o�!r,�o�_ L_orr.NirTEG ��.�aer Dc_r.oeE<e /. _9_?Z.
.BDA�O_ Of �S ,f�00�T�/J_!�O_/`�F�f/ J�E�D_ •��•Y/_T._�EIsU�/JT/oitl_--p/�/ '
. � . A,cq,NEOa c1T.. ._.<.eo.�-i /O_8_�".cJ.r,, -_ro. ��,y�E.ei.v� �/wt', . . :.
Existinq SPeed Zone � �� �J .. � .. �
O�nnnen�l CneY/� 7MP � � __ •__ � /��..��.. Or��A (1nrn�fmM}..
TRAFFIC 8 ENGINEERING SURVEY Street �LA�'/6� T. � From ///�� v�" To%%Ty .�/�l/T
City of Lf%1�GtlOOd Date 9/9-79 Engineer f�i�/�SrEF!/�
3' AREA MAP ' �
MAP SYMBOLS � .i � �
� p � � \ c_\ � v � � � � Z
eQ School � \ J `�"� � \
� . Siqnal � . .\ � �v � � � � W � I
T R-I StoD � �� \ \ \ 1� � . j � yo SCALE i
��� R-2 SDeed Limit � Q y a .�V
� Croeeinq Guard 9 Siqnal � C'ivv Li.N�r � I � ��� '
M�� m{� R '
_ croe�inp Guara � _ _�
-- — -- --� -
e School Crosswalk �� � �- �lp
iPl F/ R-1 R RI ' �� � ti�H
_ Croeewalk �� - � . INOU6T.2✓ lYFIV I
Aren Description � L
Distonce O. 3
Verticol Ali nment � ^ -
Porkin Restrictions 6 T S K.Ni(' .,�NSA/ S _ r T 'C' cf r
Sfreet Width �� r
No, Lanes d Median � ¢ w
Improvemente (Sw, C 9 G) �'�E �
Frontin Develo ment � L ODL
Avera e Dail Traffic � ��
Speed Check Doto (Date 9 Loc.1 � Q- - �1 O G .
AveraQe Speed �H
criticol soeea 6. /'.�f�
10 Mile Pace - '
G/.3o/19
Accident Data (2 ea�s to_)
Totol Midblock Accidenis
No. With S eed Violations
Predominate Type. � p
H80 Diunk H 6 R �
Accident Rote z
Count Avera e �J
Backq�and, Remarks 9 Recommentlations
I
Existing Speed Zone �� S/lO/
Pr000sed Soeed� Zone __ 4b / / _
TRAEFIC 8 SURVEY �Sireet; l7TGA.vT/C �U�. ` From AF�3BQ,�T_ To, I�EEC,�/G�IO�Q,,. :
City of .�YNGcJOO,D Date - c�=79 Enqinee� /�9�/�fTE'AD
� � � 3' 'V AREA l MAP " .�' •
MAP SYMBOLS � � � ,-
� scnom , � � - v w o "; 3
� v o R F o 6 �
� �SiQnal�. � .� O . � . � � - � �y �. . r� �//� CPo �� .. , . .,.
TJ. . R'I SIOD � - . .� � . � O � � � � ' . ` � a " ..2 (�4J '
� �� R-2� Speed Limit . � � . �� � .. . � � • � � � � - `LJ - � �
� Croeeinq Guard a SiQnal �-- — — � ` — — � �
_ CronefnQ Guard . � ' R �� �{�. �'( .
Q G G O � Q
s School Crosswolk �� �
���� �P-/ R'/ �.
— Croaawalk I � . �
Area �escription - �O ERC'i/JL � �
Oistonce � � � �' lO � - �
Vertical Ali nment � L AT . .
Porkin Reetritiione � P
Street Width � � O FT.
No. Lanes 9 Medion W �� ' M '��
Improvements (Sw, C 9 G) � W ,
Frontin Develo ment � � � . � �
Avera e Doil Traffic � � /� O
Speed Check Dota (Date & Loc.) - O B OT7� O
Avero e Speed P � � �
Critical Speed - �H
10 M'�le Poce PH .
Accident Dotu (2 ears to /�/ ) - .
Tofol Midblock Accidenis � �
No. With S eed Vlolations � .
Predominate Type, �. .. � � �
H8D Orunk H & A - - � . .
Accident Rate
Count Avera e • . . - �
Backqround, Remorks d Recommendations . . - . � � .
I
� ; ., �
, . �. , ,
Exishnq SDeed Zone �� �
_ ._' ^___' �___ - t MO _
TRAFFIC 8�ENGtNEERING SURVEY ' Sireet �TL�9NT/C �UC From �EECHwooD To fE.c�NwoOD , _
City of �Y.t�l.(J00 Dote -/8' 9 Engineer /�AM�ST�EAD .' �
MAP SYMBOLS Q _ �. , . V � AREA ` � � , �y?�
�
O � . � � � , �` � "'>
� � scnoo� . � . p � . �� .. � . ..J, . . � • � - � � � � . � _ d ,�
�. .Siqnol �� � � �p W . . .� J . . � . . � .. v�j . .' . � � ' ���°
'1�'- �R'I Stop � � � �, � ' � e � � . �� � . "� \ U'� � . . � . -, .,\ � . G(� : .
� � C � � ��
i $i� i. R-2 Speed Limit � � �
� � �. �
� Croasinq Guard 8 Siqnaf . - '
� � Grosalnq Guard . '�/ M�� R� � �{�
s $chool Crosswalk � O � � O � O �' O �
= Crosawolk •Y-/ RI �'� .P/ �/ R-/
Aren�Description EO MEKC/AL �
Distance � �, � /. '
Vertical Ali nment � LAr - .
Porkin Reatrictions � � A' .
Street Width � FT
No. lanes 9 Medion � u� E .
Improvaments (Sw, C 9 G) G
FroMin Oevelo ment � M� .
Ave�a e Doil Traffic � �D� � � � � � � .
Speed Check Ooto (Date 8 Loc.) - 1/� " E O - Z�o - T O T.
Avero e Speed /` �'/�
Critical Speed �O 1/'H �y
10 Mile Pace � — P M�
' ��.�/r9 � .
Accident Data (2 ears t ) �
Total Midblotk Accidenta -
No. With S eed Violotions . .
Fedominote Type. � �
H8D Orunk H 9 R . � � . �
Accident Rate � .
CouM Avera e � � .
Backqround, Remarks{ 8 Recommendotions - � , �
Existin SDeed Zone � � /�. � � � � � � � .
_ . _ . _ � , .— ..,, �, . . . . . . .
TRAFFIC� fNGINEERIN� SURVEY Sireet T /�E ' From fE.Pn/WopO To �C�/LG,9nJ , "
City of �/vG(1000 Date 9��79 Engineer T6 , '
, , AREA MAP V � 4j �
MAP SYMBOLS Q � Q - � , � � .�
� W ' , � � � " � Q
� Schoob d 0 � � • Q ' � . � . � . �Q . v
�
� s� �/f/� �0 3 Q �' j � ? 4 . V � � �
� � � � f�� t �
;L'- R-I�SfoP ' . � , .. � � ,\,. �.. � . ..��� �1 � O , \ , �
�i R-2 Speed ��Limit �` , v � � . .
Ue�bl �
� Croeeinq Guard d Sipnol �� � 1 � n� �,� ,�,,� �,� �f/ . �{� R-�
. � R � T �{� ' � I
� Croseinp Guard� - � T ' � �
O � i
± School Crosswalk �lq �,/ . .. ``� ,P/ . � r ,��,rp �-/ R/
�o /� /
Croaewolk . . � , � L /7YGiMiT
Aren Description Mti/6 C/AG . �
Distonce . � �
Vertical Ali � ' L T .
Porkin Restrictiona �
Stred Width � � � I�P/E5. O r. . .
No. Lanes 9 Median W f.L�/ w/ ,/� / N ./yE iAN
Improvements (Sw, C 9 G) . � �
Frontin Develo ment • ° /
Avera e Dail Traffic O � l0 OO
Speed Check Data (Date 0� Loc.) � - o AU.v A -Z6- 9 0 �/�'P'�wELC"� `S .
Avera e Speed ' N P �
Criticol sPeea /��H _ y
O �
10 Mile Pnce i . — . � �
' �/30/19
Accident Data (2 ears to_) . Z O
Total Midblock Accidenis� .
No. With S eed Violutions � . . . � '"
Predaminute Type.' OA /DE
� HBD Drunk, H 6 R � � v O ` � T i� -
Accident Rate �
Count Avera e � � � '¢ - � � � .
Backqround, Remorks 9 Recommendations , �� � - - - � - � . � �
�. �o,e.y_:.TA,��ic ,�,vr,eo�__�o.y .�E�a,er /'�A.�e� /97Z � '
. ti�
_/._L _ ECOc`/�fENDEO �D/`%_i°f/, _ C.f/�EEO_ _ON �_T,L./�iU_T/G_ _/?!/�_� _F.FD�f
' _�.e�vu�ci?D _� ��E„ . To __/�� ��,c.A�!--�T
... , . .
r .
Exisfing Speed Zone -�� ��
�
TRAFFIC &�ENGINEERIN6 SURVEY Street ,CJULG/S /1.0, From GM�°E�C'�AG To FE.PiVWdo ,
City of Lytir�ooa Date 9/979 Engineer /P9M�TF�O
AREA MAP 1� Q�
MAP SYMBOLS � � � � � � � � , � Q
� scnool `� � a � j � o �
� Sipnal Q O Q � � � � O Q �
3': R-I SfoP � Q \. � C //F�� � � � � � v ..
Q � � �� c
� � O �
i C'F a � R-2 Speed Limit `� a v ��`! - � /VO UCALC � \ � v
N �f \! V �
� Crossinq Guard d Siqnal � 1 S �
,F-i Ti ,�i ,C?/ ,�� RI �Cl �
= Groasinq Guard ' � 5 `- --, S O $ O O S
0 � ` �
? School Crosswalk '
� y N - V1
�l� ,�� � R� �F K/ R-/ � �P-� �
r � _ Groanwalk S
Area Description A�P /� DC AL �i//ic �. a�
Distance � 7Z �
Verticol Ali nment � A �
Porkin Resirietiona �
Street Widih E F�POM — lo FT _.
No. LOnes fi Median W BL
ImOrovements (Sw� C B G) f w
Frontin Develo ment ' '`� � �
Avera e Dail Traffic � D �
Speed Check Dafo (Dote d loc.) - � " ' �'
Averoge Speed � �y �
������a� Soeed e, �� .�z .� H
10 Mile Pace - ����
6/do/79
Accident Data (2 eors to_)
Total Midblock Accidents
No. Wifh S eed Violations z
Predominate Type. �
HBD Drunk H fi R �
ACCident Rote ` �� '
Count Avaro e � �
Backqround, Remorks 9 Recommendafions
F.istina Soeed Zone ZtS / �
TRAFFIC 8 ENGINEERING SURVEY Sireet BUGG/,S /��0. From �.P.vwaaa To 0��'�ARO ., .
City of LI�NGt/000 Oate 9/9-�9 Engineer �A�1,STE/,�Q
. AREA MAP
MAP SYMBOLS � _ �• � � , , _ \� � , �. \
/f U� � . � � \` � , � I•
Q School `� Cl. �
!�
� s� N Sc�a�E o o h y � � o o � � � � �t
3J� R-i srop �u J. � y , � � � j Q � J C�, �
ki� R-2 Spaed Limit � � � � � � � O �
I�PNI
� Crossin9 Guard 6 Siqnal � . � � � i
? Crosainq Guard . N �'/ N! R�� ni �5 R Nl� � Rl .�;�
? School Crosswalk -� O � Q 5 S 0 �--
�f � Rl .Pi �Fti �'.i R �f R•l �A-/ R ;F./ �°F R-/
= Croeawalk �, tr� � ti t� ��I
Aren Description
Distonce
Verticol Ali nment � - LAT
Porkin Reetricfione ' - E
Sireet Widih �' E O — _� Fr
No. �ones 9 Medion W
Improvemenis (Sw, C 6 G1 ' W
Frontin Develo ment � /i ,3. C aoL
Avera e Dail Traffic �� / � O
Speed Check Data (Date & Loc.) -- � T �" ' O .eL U,
Averaqe Speed /� P P
Critical Speed �C .�f� � �
10 Mile Pate ' O B
�/30/79
Accident Data (2 ears ta_)
Tofol Midblock Accidents
No. With S eed Violations Z "
Predominate Type. /r E O TEC7�
H8D Drunk H 9 R -
Accidenf Rate , Z O O b O� T
Counf Avera e � Z•
Backqround, Remarks 6 Recommendations
Existin Speed Zone Z� ^ f�/�
TRAFFIC 8 ENGINEERING SURVEY Sireet C,f �G/N � From / �u, io ci�fsivlif,'
City of LS�NGUOOO Date -/8 Engineer FM�STEAO � � �
MAP SYMBOLS (\�� Q � � , AREA ��fA� , � �1 � ; �
�C � � � ,� ,,, Q . � �, � `rJ
� S�hoo� ,, � � � � � e ° c . � � Q �
h �
� siqno� v Q � o � \ � � � Q �v � O Q
�'' R-I Stop ��- .�1 � . � �� 3 y 40 . p �' J.� � Q
� �� R-2 Speed Limit
v �v � � C° � O
� Croeainy Guard 9 Siqnal 5 R�I + � ti S RTI � ,P•I h '`� �'V �P-/ �/
� Q ��ti{�� G '�� '��4 'V��
S�s "' G Q'
_ CfOS610 �iUUfd , � f + '�
. . ti�^ �F � R.1 Rl _F R•l. k-i R-1 R! ��
? School Crosswalk � � ' � n � �� �
= Croaswalk I � �� �
L�i ry L�M� r
Aren Descripiion . ,
Distance � �
Verticai Ali nment � ' /�'C'9 T
Porkin Re�irictions 7 - ,5
Sireet Widih .
No. Lanes 9 Median G� Zw 'M t w .
ImOrovements (Sw, C & G) W
Frontin Develo ment � ���-
Avero e Dail Troffic � �S �
Speed Check Data (Date & Wc.J O Eo .e OF.E /� - At F .e - /G�. A�'E �/•
Ave�a e Speed > >� " '
Critical Speed 7 > �� ��
10 Mile Pace Z ' �P �y �
6/30�19
Accident Data (2 ears to_1 � -
Total Midblock Accidents .
No. With S eed Vioiations ,
Predominate Type.
MBD Drunk H 9 R
Accident Rote
CouMy Avera e
Backqround, Rertwrks 9 Recommendotions
EKistin Speed Zone � ' /'7ON o 0�5TE0
ProDOSed SDeed�Zone ` • ._ _ � .�.5� � `S r
TRAFFIC d EN�INEERIN� SURVEY Street CENTUrPY ,�,�v,0. From ��L9�/EO�I To C%/ti`o.eN/
City of �fN�dooO Date 9-/�-79' Engineer ,tH�/JTL90
j � o � Q' � AREA MAP �• � ti � „� ��
MAP SYMBOLS e �? Q � Q o l Q a Q �
, s�hoo� � � y � � `�� ti � `n � � 3 W � h � Q �
� � o � Q.Q� c '� � g� ��Y� � w v �
9'r' RI�I /�' OSG'ALE � ' � O � � � .�Q � � .�J O � � � � �1 � �C
4'� R-2 SDeed Limit � � ' v
9P�C1 �
� Croasinq Guord 9 Siqnal ! � R � R� ,FI ,Pl R-1 R-I k� � M��' _ ' A "lI
= Croaainq Guaid p � -- - - - - - T) -- � ` �
s School Crosswalk tif�' � R-I R�l �R-I FI a Ri �n�,E� PEO,
IS/bNAL
= Croeswalk t ��yL/H/f � . �
Area Description xE0 oMH. .�.�/ /�ES.
Distanca M �
Vertical Ali nment � '�Ar N ArsS
Porkin Reetrictions P � Z N -.9 r1w
Street Width /E F•PnM O— 1- �
No. lones d Median rv/ P. oR . M�aiAnr W � oG, /3t�_ f OG
Improvementa (Sw, C B� G) �`'�
J
FroMin Devalo ment � �
Aveia e Dail Traffic
Speed Check Data (Date 8 Loc.) - - E P/ A E�
Averoqe Speed � N
Criticol Speed '� ��
10 Mile Pace � � .
��30/19
Accident Dato (2 ears to_)
Tofal Midblock Accidenis �
No. W1th S eed Vlolotlons �
Predaminofe TyDe.
HBD Drunk H 6 R � ,
Accident Rate ' .
Cauni Avera e � � �
Bockqround, Remorka 6 Recommendofions
Existin Speed Zone � � `� � � �
.�___._. �__.� >Ma n r�
TRAFFIC 8 ENGINEERING SURVEY Street ���/TU�PY (SG,. From � AL/FO.<'.L/�H io ,�iv.�.�i�
City of �Y�t/G</ODD Date 1 �-/�-7 9 Engineer /PANI�STEAO .
� y AREA MAP \�_ "` ��
MAP SYMBOLS Q Q � , , J �l q � Q O �.
Q � � Q � � � � �, o ,,
� S�hoo� � � � �, o � � 3 3 `� � �
O Siqnai � O � . � � 44 , . � QV Q � `� 3 . h ( �J
T R•I Stop � �� � _ � � � . � � � n� � ..� � c�Q�. � �J
\� \ `` J \`! \\I
� �� R-2 SDeed Limit e\� � � �` � � � '
��
� Crossinq Guard 8 Siqnal
/ \ /� AY ,r-i ,a� ,P�i Ri O
_ Croseinq Guard RI O — � �
O
' s School Crosswalk O �,� �;_� . R-/
— Croenwulk �
Aren Description OJP/TAL �I U�T fE�
Distance � � AT 2 -6NS
Vertical Ali nment �
Porkin Restrictions T NsFIT" S Ll!•5_551__..____
T
Street Widih
No. Lones 6 Median
Improvements (Sw, C 8 G) W 3 W ,r o N, T �.. �
Frontin Develo ment � M '
I Avero e Da'il Traffic � E O TO �
� Speed Check Dafa (Dote d locJ - - T �� O �
Averoqe Speed � • �
Critical Speed ¢Z ���'`� Z _ ��j�
10 Mile Pace Z" � .
6�30�79 �
Accident Oata (2 ears to_)
Total Midblock Accidents
No. With S eed Viotations s C
Predominote Type.
HBD Drunk H 0 R . �
.j Accident Rofe �
� Count Avera e
� Backqround, Remarka d Recommendations ,
4
�
� Existmq�5peed Zone /VOT OSTE �` �
. ,//1 //O// i o.� i i � i i
TRAFFIC 8 ENGINEERING SURVtY JIlCCI �, �,• .
City of LyNc�oo�o Date /� -/d-79 Engineer AM,STE.40 ' ' �
� ,, AREA MAP ,. � � �
MAP SYMBOLS , � � � � , '
W � Q
' Q, scnoo� � � � 3e � V � � Q
O Siqnal h V, � � � _ p. �1 . \\ �
� � � P � w `� � 'V v
� R-I Stop � ��' � SC � I
-B� R-2 SDeed Limif � V . 1�
(�P�C)
� Cronsinq Guard 9 Siqnal '�/ � �/ N � f � n{ �
� O
= Crossinq Guard � .
��� I.f/ �/ I A � n'! R-I
+ School Crosswolk 0
� �e� R. �Arr/�u,
— Groeawalk / iUR D
Aren Description o C AL
M /.
Distance
Verticol Ali nmenf �
Porkin Restrictions Z R — P
Sireet Width O FT. �
No. Lones 9 Median c� '� W � L � �� � � /F
Improvemenis (Sw, C B G1 G t W
Frontin Develo meni � �
3, C' �1i`(
� Avera e Dail Tralfic � �
Speed Check Datu (Date 6 Loc.) /- E E D
Avera e Spted ���
Critical Speed
10 Mile Paca
G/.�o/79
Accideni Data (2 eors to_) O
Total Midblock Accidente
No. Wi1h S eed Violotions
Predominate TyDe. E'�' E O
� H8D Drunk H 9 R
Accident Rote
Cqunt Avera e
Backq�ouM, Remarks d Recommendations .
-7
i
��
Ea�sting.Speed Zone � ION �
ProposeE Speed Zone ���� n i r t a d D im�nt
TRAFFIC a ENGINEERING SURVEY Sireet C'6�t/TU.PS� ,�L, From AT.�ANT/C To �G/rY �OIUNO
City of �YNGdOOJ Date 9-/179 Engineer /PA�16TE/!/�
, AREA MAP ,, , • �
MAP SYM80LS Q � , , C� � �
�� On scnool � _ Q � � , y � � �
2 � �
. s�q�oi Z v' � a
� � � �° 0 S�a`'� V � v�, C�
� R-I Stop V \ ` �
kF R-2 Speed iimit � � � �
�,�.,� `� h
� Crossinq Guard 6 Siqnul ,y./ �/ ,h{� �/ {� N{� R'� ^ � /
� Crosainp Guard � t T � \
� School Crosswalk hf� � R"� ti�u�, � I� � � I� /
— Croeawclk ' I I � �
Aren Description DE L � o M,
Distance �� �'
Verilcal A�i nment • F r A
Porkin Resirictions
Street Width '�'�� oM — � T W P
No. Lanes � Medion a� T P�Y. �' � C�, G
ImprovemeMS (Sw, C 9 G) G w
Frontin Develo ment � ES. FR' SS oNH.
Avera e Dail Tioftit O
� Speed Check Oato (Date � Loc.) �/ � N U
Avera e Speed �
Criticol Speed �� �
10 Mile Pace P
G/3o/79
� Accident Data (2 ears to_1
Total Midblotk Accidenis �
No. With S eed Violations
Aedominate Type.
• HBD Drunk H& R � Z
Accideni Rote ' S .
Count Avera e �
Bockqround, Remarks & Recommendations '
�
.�
i
F�istinn Soeed ZonO __.. G Ll ��� —
TRAFFIC d ENGINEERING SURVEY Street .�/Uit/CAN H�/�. _ From �M�EK/H�- To l_EN/v�eY
City of Ly�vwoor� Date �Z -7 Engineer /Pi9M3TEA0
� � ARE,A MAP
MAP SYMBOLS � � , �' �� � �, ��1 �
� � h �� �` �� ]
- �e scnoo� . � � ' Q ' � � a � �� /�
� - O Siqnal � � , ,o O 0 � O � .�
T R-I Stop � � � � O � � � � /
$�3��� R-2 Speed Limif (�� � \� � � �1 ",� � C
V I V
� Crossinq Guord 9 Siqnol `f'� .
,P.� R�l R-� '�_! �4� S 'P"� i� 'F-/ G '��' c
. e Grosainq Guard � 5 $ S S �
s School Crosswalk O �^
- , ,Q� .Q/ ;I R-/ �I R .� �f R-/
Croeswalk `
Are�� Descripfion E A L' O
DiStonce �'
Vertical Ali nment � T
Porkin Restrictions �('ED
Sireet Witlih
. No. Lones & Medion d. W�
Improvements (Sw, C d G) � � /� '
Frontin Deve�o menf �
Avero e Dail Traffic
. Speed Check Oata (Dote B� loc.) - - v
� Avera e Speed Z• /'1/'/�
Uitical SDeed /J�
10 Mile Pace z ' �°H
�/30 >9
Accident Data (2 eare to_) '
' Totol Midblotk Accidents
.1 No. Wit� S eed Violotions
1 Hedominate Type
HBD Drunk H & R
Accidenf Rote
Count Avero e
� Backqround, Remorks d Recommendations '
'� M1
•� Eaisl'ng Speed Zone � D.STE� �
Prnnna.d Sneed Znne .70 /�//J
TRAFFIC 8 EN6INEERING SURVEY ' Street _Z/`/�°E�'/AL �/G</y From raNH To �jTFl7� �
City of L�ii/C�JO00 Date � /9-79 Engineer �.9M.�TE�/D .
� , AREA MAP � , �
MAP SYMBOLS � ,
J � Q � \ �v � , �
Q, School . � � Q � � " \ �
.� s� � Q p 3 � Q
5:� R-I StoD . ' � ,,, � � � � . � �`oSC9CE
\�j V �
i -0, r R-2 SDeed Limit � V
� � � / �'
Crossin9 Guard 9 Sipnol
�i ryL.N,r ' O
� c�ogai�a �,a�a �� m �
��c.,
� School Crosswalk _ _ — � — — Q H �
_ Crosswulk i ti�� I �
i
� Area Description 1 4U r�in� oMMERC AG
oisrance �
. 8S i.
vert�co� n�i nment S P.C'. �C' N F� r
Porkin Restrictions S- PM � AT 55 i✓ /IT S 5 ^�E
° Sheet width OFT' FT
No. Lones 9 Medion MEO/A w E ��
. Improvements (Sw, C 9 G) `
Froroin Deveio ment � S , t� S a rf N �!C'. S,va. /l/ S 55 S,uO.
Aveia e Dail Troffic �� 2
Speed Check Dota (Date � LocJ �- z - � O '�
Avera e Speed
Critical Sveed 4 O• 7 �� �
10 Mile Pace
- ��
C-/.;a/79
Accident Data (2 ears to_1
Totul Midblock Accidents
No. Wlth S eed Violations
Predominate Type.
HBD Drunk H 6 R . z
Accident Rote 2
Count Avero e
� Backqround, Remarks 6 Recommendotions � �
.�UN/FO,G_M /,�_,4F6/G_LONl�OG__S-Ui�/i!-1%rTEE_./LGLlo,er_Vl%LY.__�97D-------
_. /��G'O/lNENOE.O.. _ � M,.�fl, _ .._ D_N rMGE�PiAG_ f7Wl�._�3ET/.JEEN. �/,�.9�E0.9 �J T _f�itJO__ /%D.U<I_.�G
_U�/�,eEo_ui��s�._���Gou.�r�_.__�i�G.�AOEO. S��E,a ,U�I�T NOr _//_ooPrEO _6.Y �'irf�E'.� ,q_GE�cI_cJ'.�---
Er stina Soeed Zone �'r ���y �' MPy
. i irn /JU � S /y�
TRAFFIC 8 ENGINEERING SURVEY Sireet 1MF�E'�C'/AG /�w�! From CJTA7� To [. �N7 v.� r
c�ry of1fNL(JOO� Oate 9- 9� Engineer �Ai�,srE,40 �
� J AREA MAP � _
MAP SYMBOLS � � ' � � � ti ' �
0 s�hoo� � � � . � � � � C�
�:. O slQoo� � �i C v'. . . � , � . : V
i�: R-I StoD Q � �' (� � � � O
Q r�V, . . � .. Q L � V
-Ci R-2 SPaed Limit � � (�j . \� � V � - c �ps� . . •
Uw.al . � � Q �
; � ,��W
Croseinq Guard d Siqnaf �
N �,
a Crosainq 6uard � mi� �:v � � �' � . �
R-1 �
_ Schooi Croeswalk � � � � � � �
y
— Croeewalk � � � R � "
,f _ I �
Aren Descripfion H6�CG'/ G � /7i4GG
Distance � � ��' �
VeHical Ali nment �
�
Porkin Restrictions SS .S R. A� P SS
Street Widfh F '
No. Lanes 9 Median u u� , MEO/ N
Improvements (Sw, C � G) � - � W
Frontin Develo meM � OMi"/ i.�C Srqrio�I oSP T
Avera e Doil Troffic �
Speed Check Dota (Date 9 LocJ - / • � - - 1`' E O .C/FO /1 / .
Averoge Speed
c.Irica� soeed c; 9• z.s //�.vf/ �
10 Mile Poce - � . , �� . �
6/30 7y ,
� Accident Dato (2 eors to_)
Total Midblock Accidenis
No. With S eed Violations
� Predominofe Type.
HBD Drunk H & R
� .i AccideM Rate . . �
� Courtt Avera e
;-� Bockqround, Remarks 9 Recommendations
� _
,,.�+-� ' � . � - � � . .
. _. , . � .
..., Ecisting SPeed Zone � P'`'� . ..._.
i a �__�,� >,...e a� s �r'
TRAFFIC & ENGINEERING SURVEY Street 1M/'E.C�/Flc ��✓r. Prom r.En�i �.c r io iiv�i ic _
City of LS�NLtJ040 Date - 9'7 Engineer AMSTEAD �
� cc � � AREA MAP J Q
MAP SYMBOIS .j 1: �� Q O �` � a D �• �. � � D Q
V � ��� �
� Qs SCIl00I � �V y J � `C � � O � D � '
� 3 � � , o � y `� � � �
O Siqnal � � � v 3 � � � � Q � � Q �
� R-� s,00 � � � � � o � � � � Q � �; ,�/ �A� �
n �� R-2 Speed Limit � '� �
: � Crossinq Guard 9 Siqnal �T ti j� .T �T. r N �y �� �-� ��'� �`�
NoR�o.✓ � �
< Crosainq Guard /PZ ��, �
� � Rr R/ Ri
s School Crosswalk p Q,� �
', _ Groeawalk 1 ' �
AO[EY ST
. Aren Description � E
Distance 0. lO / .
Verfical Ali nment � f�
Porkin Restrictions Pf1 A N T
Street Width
No. Lones 9 Medion W M �'�
Improvemenis (Sw, C d G) G � w
Frontin Develo menf � �'/• E
Avero e Ooil Traffic � �
Speed Check Dato (Date 6 Loc.) - Z - GE ANOER UG.
Average Speed �
c.f�ico� speea Z �`/�H
10 Mile Paca P
G/3o 79
Atcident Data (2 eors to_)
Total Midblock Accidenta
No. With S eed Violations ¢
Predominate Type, � �
HBD Drunk H 9 R ¢
Accident Rote '
Count Avera e
Backqround, Remorks 9 Recommendotions
�i�/iFO,eM _/!e.46FiC __�J__NT (,o�iti(i!rEE �EOO.CT `/_�!,cY---�970_
�
' /� _c'or�>E.c/O�_0....� �L_O/!! P.'/__ON._�Mf_��[� _��
--'� -- ----
.� EA.�T _G�irY_BU�.c/0�9.ef' --E�°--- �r�.9.rir�C �U�",_
,, Exisimg Speed Zone �,� ��JOf�
`� TRAFFIC 8 ENGINEERING SURVEY Street M.°E'.PiAG ul . From UL To /rf' �. /T
� City of ��ti!�/�4. Date 9�9• 9 Engineer /�AM3TEf�0
AREA MAP , 1•
MAP SYMBOLS , � , � Q J , � � � Q p � � �
Q scnool � � � � � � � � � V � � � V t
� s� F y � a � � W � � Q � � � �
�. � R-� 5,op I`�oS�At� � � � (�� . � , p�. � (�? � � � � � � � \ \ 2 �
. �
. i -s:F tl � R-2 Speed Limit C V � � J � \, � I � 3 O v �
� � I
Crossinq Guard d Siqnal I
�'l �'� �,� '��� R� r� ��� � ,r/ �J
� o Croseina Gumd - '
� � � -- ----�
� School Crosswalk � '
= R., � tiE Rl �/ III
— Croeewalk
� Area Description � O � ES,
Distance �
Vertital Ali nment � r �
Porkin Resirictions
Sireet Widih
No. Lones d Median W ./Y� N W � � � �
Improvemenis (Sw, C 6 G) � 4 �
Frontin Develo ment � E. M �u.C� f/ CNOo
Ave�o e Oail Traffic �� .
Speed Check Dota (Date 0 Loc.) - ' v
Average SDeed 1 �� .
Critical Sveed � N
10 Mile Pace �p
G/3o�»
Accident Dato (2 eare to_1
Total Midblock Accidenis Z
No. Wi1h S eed Violotions .
Predominate Type.
HBD Drunk H 6 R
Accidenf Rate '
Count Avera e
, Backqround, Remarks 6 Recommendations � � �
� ^ �/NiFo,e.�! _T.P�JFF/ G . - LO�vr.�aL..-- L,Ory�*!/rrEE --._/_�-.� PO r ..._/97D _ __ .—.----
. � -- // /
/I,EG'DM.�1ri1/DE.D _ L�O_./LI•.�f/._ _ D.U_ ��1PER/!/.G. /7G(J!; ....F.�i!-/ .._��uT�f?y _�L.vO,__TD -- .. _------
� _E9�. .r_ ___ C�ry . _ aaatio..�� .Y_.------ =��°---�r __ ��E.--. -.... _ _- -�------ - - ---- -_. ----_ _..... ._....------....----- ---..
� •
�Ezisting Speed Zone � 7 � .
_ A.� nJ�// �
TRAFFIC 8 ENGINEER�NG SURVEY Sireet ,Co.�GC7EAGF1 �liU,O From,/�,vEEUY io CiEi(/T�/,��
City of LyNG(/pO,D Oate 9-/B-J9 Engineer /PA�1�iTE!/�J
MAP SYMBOLS _ � � A , _ � Q � AREA MjP , \, M ;
,� 4
�`n �� �� �` � i � Q � �li
Q Scnoo� �� 1�`. � � e W t �U � J. �
O Siqnal � Q � � � j @ � � . p `� j `��,,
T R-i srov . '�+ W . ° � C'r �` �° R � � �` �
° � � � � `'� � � I� `� l� C �
w �� R-2 S eed Limif �S � �
1\
, � Crossinq Guord 6 Siqnal . � '
a Crosainq Guard 'P/ ' �' R�l N{Q �'I R-i � R/ I ,P-/
s School Crosswolk 0 T � Q
— � N i R
— Cronawalk �' � � �� � �� �� R �
Area Description ' �/ L
Distonce . �o /.
Vertical Ali nment � ,CqT
Porkin Restrictions 2 R. P 9A—loP
Shaet Width FT,
No. Lones 9 Medion pJ �oCKE/"
Improvements (Sw, C 9 G) (r
Frontin Develo ment � ' f�/Nl.
Avera e Dail Tra(fi[ /� � C./O
. Speed Check Dotu (Dote d LncJ - Q' 7 * p / ,U ✓ ' O' 7 o E G U.
Averoge SDeed � � !� � N .� /f
Critical Speed z /�'/Gf� � /�f1 B P .�� � � /�7�f�
10 Mile Pace . 7 �� - Z /�
� 30 7
Accident Dato (2 eors�to_) �
Total Midblotk Accidents z
1 No. With S eed Violations
Predominofe Type, ' EA.4.' tN�
HBD Drunk H 6 R �
Accident Rote , 7
Count Avera e
+ Bockqround, Remorks d Recommendations
�
�
� �
` �
.
Existing Speed Zone Zf /�7�f/ OT 0.3TE�
s1_o.'_'"'w_c".�_�.�..e �_ _. 2 T HULJ Sl. T�7
TRAFFIC ENG�NEERING SURVEY Sireet LONG ��"AC'F/ ,UtvD, From / ENTU.�'Y To /"_F.PNGdODf� '
City of �YNGJOOD Date 9-/B-79 Engineer /�//M.STE"ND
� , � AREA MAP J J , �
MAP SYMBOLS � , � � � � �\ �
Qe School Q � � � � � � � � o � Q y � G
�4--� <' �. . �� � � � p " o � v
� O Siqnal 0 � Q Q �Q � � � �,V � p� � � � - � � �
\
. � R-I Stop �` � ' v v � � � � � ``' � J V " �
. � �� R-2 SDeed limif � � � � � � O � � � � \
\ z-
�_ � Crossinq Guard 8 Sianal � RTO �
�f-� .Y-I R-I M{v R, .R if'
� Croaeinq Guard O � � Q� Q
� s School Crosswalk �� �,� �� R� R1 R•l R-!
— ti�O RTo
— Croeewalk -
_ /
Are� Description E f1L
Distance �• /•
Veriitol Ali nmenf � " �
Porkin Restrictions �S�GT Gt� -(0 5
Street Width /E� fiC'DM - 7 ' �
No. Lanes & Median �/ E N tL c� EOiAN
Improvemenis (Sw, C 8 G) u-�
Fronfin Develo ment � M�
Avero e Dail Traffic '�
Speed Check Data (Date B� Loc.) - r � S �S � O U.
Avero e Speed 7 ����
Gitico� sveed 9, " F�N �'✓� �• //Ji�i1 �lo
10 Mile Pace � - ��� � � ��y
� 3a 79
Accident Dota (2 ears to_)
Total Midblock Atcidents �
No. Wifh S eed Violotions �o
Predominote Type, /
HBD Drunk H 9 R
Accident Rote T �
Count Avera e Z
Backqround, Remarks 8 Recommendofions -
Exisring Speed Zone Z S� /�/f�f/ �
- - — . -, l- �� �„ -� r.� w,ni� .
� hA/�i
TRAFFIC Q ENGINEERING SURVEY Street EACN tdD From cRNa/oo To .P ,
City of �S�NCcl000 Date -/8-79 Engineer �tA��3TEA0
� � � � AREA MAP , � '� �, �
MAP SYMBOLS ,� � � � � � � � Q � ,` �, � �
Q scnoot v p • J � � �1t Q � � v � � � \` � �
� S� ���` 3 � B �ti � ? �' � � '� � c � � � � �
T R-I Stop `� � � � � � ` ' Z � Q M � p. � 1� � ��
� R=2 Speed Limit � \\�1 � � a o �O \` � � � �l � �v v
ISw�01 � ` V V 1 \ ��
� Crossin9 Guard 9 SiQnol � � '
�a � �
�1 N ii'l � 1 �P.� , R�l R,/ hi�
< Crosbinp Gua�d N{Q.�P� —
e
. Scnoo� Crosswa�k � 0 T � � O -
= Crosawolk "� t'�vEU I 'r� � R/ `p� K� R �.� . R/
Aren Descripfion � 9E �� �
Oistonce �- 93
vertica� n�i nment '9 r , S
PorMin R88f��o+�0�9 — N. N� P-� E'
Street Widih 70 FT.
No. �ones 9 Median E iAN
Improvements (Sw, C & G) � � �
Frontin Develo ment �
Avera e Dail Traffic � �
Speed Check Data (Dote � lnc.) - - 9 �S O r �-'� - `S O �'LiN AvE.
Avera e Speed �/'�
Criticol Speed � , /�7 /! O. �v f!N
10 Mile Pace � � � �
��3
Accident Data (2 ears to_)
,� Tofal Midblock Accidents
No. With S eed Violations
Predominote TyDe. E��'�' N�
HBD Drunk H 6 R
ACCident Rofe
' �� Count Avera e
� Bockqround, Remarks 8 Recommendotions
r �JP
� �..;etlnn_Soeed_Zone � � � 2
__,._�—....i.i
TRAFFIC d ENGINEERING SURVEY Street LYN�UOOD /�D. From /aL.9ME0A To OUGG/
City of Lf�NW000 Date 9-/9-79 Engineer �Atil.STE/l/)
AREA MAP `�� �
MAP SYMBOLS � � � , J �, , � � � �
� � Q �Q � � � � � �
Q, Schaol \� � � 4-� � Q � � � � � �
J t �"� �
O Siqnat � \ a � � O � v � v� � V
�- R-i stov N � @ � �: � (� � � � O � � � ` �
�i R-2 SDeed Limit � `(� � , �., � �l � � � \, O (/�
ua.a� �� L,� ` \�' v �� J
� Crossinq Guard 9 Siqnal � ` �l v
�
a CrossinQ Guard � �''! � {� �� I�F � I ��
� School Crosswalk R = �` � ( ^ � ( 5
— Groeawalk � � I I?�/� A'�/ �� R I I ��� n I F-/ N �I
� �
Aren Description ` E A I /AG T
Distance � � `3 M .
vertical Ali nment � T
Porkin Roetrictions
Street Width s F o 4 6 F�^.
No. Lones 9 Medion Z o
Improvements (Sw, C fi G) � � W �
Frontin Develo meM � N �'
Avero e Dail Troffic � / �
��. Speed Check Dafa (Dote 9 Loc.) Q ' o .0 i'1E0 O' - 9 O Ol/ U. "79 J° .� �i.3 `5'
Averaqe Speed Z/7/� � y �� 3 �� y
� Critical SDeed - �y � � �
10 Mile Pace O� 1F � � �
Accident Data (2 eare
�`30�7�
Tatal Midblock Accidenis
No. With S eed Violations
' Predominote Type. '
' HBD Drunk H& R i
Accident Rote
� O 6 U
_ � Count Avera e �
.� Backqround, Remoiks 6 Recommendafions
_ �__._- `---. �,.,._ OT O.STEQ _ _ , . .
TRAFFIC a ENGINEERIN� SURVEY Street /VOl'TO.t/ �/(��. From f>L•9MEOH To Go.uG L7,eF� �N
City of �Y/(/-�)OO�D Date -/7 9 Engineer �Rit/.iTEAO _ .
� AREA MAP �
Q MAP SYMBOLS � � �� o � J \_ �J \
a scnool � " \\ J �
� �
�
. �i Siqnal Q � � � � � � O � v � �V �
ir R-I StoD �.I Q `� � � �U � � � � Q `I � \
I� � Q Q� Q � � � � � v
�'i�� R-2 SDeed Limit � p t^ �
� Lroseinq Guord 9 Siqnal � J -�
,ri I �� Hi� R�� 1� I I ,ri {� ,r-�
a CroseinQ Guard I�� - !t'� I � u -
— U
s School Crosswalk \l \` � R-/ �� I
� � R/ �
Crosswalk �
Aren Description E T�A I.OU ,2/AL
Distance M �'
Verticol Ali nmenf � � T
Porkin Resirictions ONE
Street Width .�'o O- lc T
No. Lanes 9 Median � �� P�
im0�ovemenis (Sw, C & G) � � w
Frontin Oevelo ment �
Avera e Dail Tra(fiC � DO
� Speed Check Dafa (Date a�oc.) D-Z- E .O,ev.e s� ,G - 9 E o 9,e.�-oc� v
Average Speed � /. Z /'70N �
Criticol SpeeC � /'7/�� � �
10 Mile Poce - �° ' lO
G /3a�j9
Accident Data (2 ears to_)
Total Midblock Accidenis z
' No. With S eed Violations �
Predominate Type. �C'
HBD Drunk H & R
� Accident Rute � �
'� Caunt Avera e ' .
Bockqround, Rema�ks B� Recommendations
.��
;:
. Ex'st'nq Speed Zone /YO7� O_STE,O
TRAFFIC B� ENGINEERING SURVEY Street /VO�Tait/ ffU6,' Fromlo�vG 7E.4CN To -1-M�E'�/yL ,
City of �Yi2/.c/00,0 _ Date 9-/77`�' Engineer /�A/�'�STE/JO
MAP SYMBOLS Q� � AREA MAP Q Q 3 �
v � �
� . � � W � �
. Qi scnool Q �. a b � 1� Q �
O Siqnal � 0 � � � �1 � L
� "�"- R'I� Stop � � v Q `�'^ @ � R � �
P3 R-2 SDeed �imif • ` 0 C � � `" � �
lao.rl \ 1
� V �
Crossinq Guard 6 Siqnal '��
'P� �� � RTl k•I �!
' � crosainp Guara
O S S S O' --t- Iri/fR/AL NWY.
� School Crosswalk
— -,�� � "' �'•�
— Croaewalk
Are�� DescriDtion OE E C
Distance OGAr
Verticol Ali nment �
Porkin Reatrictions ONE
Sireet Width F-' E (o >D T,
No. lones 6 Median � � �
Improvements (Sw, C & GJ �
. Frontin Develo ment � ' E o
Aveia e Dail Traffic � �
Speed Check Dato (Dote 9 Loc.) � - f �/ - ' U / � U
' Average Speed �� � ,
Critical SOeed �
10 Mile PaCe 7 � ,
G/3o �9
Accident Dato (2 ears to_)
' Total Midblock Accidenis 2
No. With S eeE Violations
Predominote Type. � E.e- E D
H80 D�unk H 8 R . ¢
Accident Rate S �
Count Avera e
� � Bockqround, Remarks fi Recommendations
Ezistmq SOeed Zone ,__ �_ O OS1El�
9.5'
TRAFFIC 8 ENGINEER.ING SURVEY Sireet I�TATL (�T From /G�/EE�S� To �oNG ��'E/�Cf/ �
City of ,�Yit/G�JOoD Date /� Engineer /P�I/�'/6TEA0
� �,, J� AREA MAP�, •� ,• Mt �
MAP SYMBOLS � Q � � • � '�.1
�
; Qn scnool � � o � � , � � � �
� � � � � � a �
� 5� � Je��F v o � o � j o� � ti
� R-I StoD �. � ? \ V d (� � 1�,1 �
� \ C� \` ' �
$7� R-2 Speed Limit � `� � S � ',J v ' � _ O
uc..a� \ ,� �\
;� Croneinq Cward 8 Siqnal v h N
I .�'l �f'/ F'l �'l T l `v��:
� Cf0961fIQ GUOfA O
T School Crosswolk �
— Ri ��iv Fi R-1 R/ �-1 •
;� _ Crosswolk �
�
Aren Description M '/'/ F �4
Distance �. 3 /.
Verticol Ali nment � �� T
Porkin Ruotrictione
Street Wi01h Ftio��• �l F•
No. Lones 9 Medion Z u� - �
Improvemenis (Sw, C d G) � cJ
Fronfin Develo ment � �'1. E
� Avero e Do'it Traffic �lJ
Speed Check Oofa (Date d Loc.) O-ZZ- 79 �' iPN GAn� U6.
Averaqe Speed /` "
Critical SOeed �
10 Mile Pace -
�/3o�j9 ,
Accident Dota (2 ears to_)
7ota1 Midblock Accidents
No. With S eed V�iolations
Predominate Type, EA END '
HBD Drunk H 6 R � Z
Accident Rote
Count Avero e - Z. �o
Backqround, Remarks B Recommendations � �
_e.,�e;,..,s�.wf_zane ��S /%/l/�
..----"---'—
TRAFFIC d ENGINEERING SURVEY Street �rAr �T, From lE.f/TU,PY To �PNwoop.�. . ,
City of LS�tiuJ000 Date 9-/9-19 E�gineer �•9/''/STE�1D
MAP SYMBOLS v , Q OD ) AREA MAP J J ___ �_ �o
�j � Q � Q � � Q � � �
�S School �` �, � Q o v p � o J
� s� o ° °` � 3 � 3 ° � `'
�.-,
� �� � (� 4� z . � (�� 3 1 � � �
� R-I StoP _ ,` � \ � O R i �' _ ` ��i, � \ o \` .
.,�
-C'J� R-2,Speed Limit ��� � O � I� � � � ` v
13p�M)
� Crossinq Guord 9 Siqnol '�
�' �� �' �, R,� tii� _ R� , �T� �, ��
� Croetinp Guard __
— o � � o- Q S
� scnool Crosswalk rV � �- `' � tv - ;a
— �,f� �f �i Ri ��i h f� �.r �-� F i'-i
= Croeawalk Q
Area Description ' E E,V / E.C'e AG oo�
Distance /L ,
Verfical Aii nment � �1
Parkin ResiriCtione // ,
Street Width 7Z F .
No. Lones 9 Median E i,U �!- ,�E /Jn7E
Improvemenis (Sw, C � G) � �l
Fronfin Develo ment � /o
� Avero e Dail Troffic CJQ
Speed Check Dato (Date 8 Loc.) �' ,�y �,
Avero e Speed ��
Critical Speed ( J/�//
10 Mile Poce - �{�
6 30/79
Accident Oata (2 ears to_)
Total Midblock Accidenis ' /Q
No. Wifh S eed Violations
�P.edominote Type, / C', '
HBD Drunk H fi R �
Accident Rate
Count Avero e z,
BackqrouM, Remarks 9 Recommendations
� r
_ Eaistinq Speed Zane 2 S /��f/ � �
. _... _ _� �
• TRAFFIC d ENGINEERING SURVEY Street JT.4T �T/(�i�,dT9�E/�1v ll��WoaO To �UC6/O.. � �
City of L Dote 9/`/ Engineer /�AM.STE"q0 •
� � � AREA MAP , �
MAP SYMBOLS � � � � � A ,• � I Q Q � ��
�
1 p S�hao� �. Q � ; � � � � ` �
i O Siqnal�C� 0 `�j Q ? Q � � � V 4 "\
� R-I Stop � � � � h � � \�1 Q � Q 1 J
k'� R-2 Speed Limit � � � � � � � � V v � �
' uari �
� N
Crossinq Guord d Siqnal � � � �{� �, �, n?! h N ,{!/ /T-/ ,h��
R-1 5 { � F- �'- ti{F
.� a Crosainq Guard ' T �
= $chool Crosswalk �,— T �� L �.— -- ��-' �� — O � �_� R ���
� � / r� � �
= Crosswolk �TyL/�y/r i
, �� Aren Description E� �E /A�-
Distance �. 9
Vertitai Ali nmenf � L�
Porkin Resirictions O/t/E
Sheet Width /E oM ¢4 • -
No. Lanes 9 Median Z � � E
Improvements (Sw, C a G) � w
Frontin Develo ment � �/ iD NT/ L
( Avero e Dail Traffic _ � ��
SpeeC Check Dato (Date 9 Lnc.) Q- O ' G/.Ll U,
1 Averaqe Speed � ' f'f� �
, Criticol SOeed /�J� Z, rl/'
10 Mile Pace O' /�1f� -
ti/3oh�'
Accident Duta (2 eors to_)
Tofal Midblock Accidents
No. With S eed Violations
Predominate Type. - E
HBD Drunk H 9 R
Accident Rate
Count Avero e 2•
� � Batkqround, Remorks 9 Recommendations •
�,
_Exis)inq Speed Zone J� 7/� `� �
��. �_ _'
irc�rric q tNGINttKING SURVEY Street �iP/GHT /C/J. From �U.✓C9�tl To CENTU.�G' �
Cit of .�YNGc/OOD Date /4-/J' Engineer �A�/6TEA�
MAP SYMBOLS AREA MAP � a
Qs Scnool ��_�� �� Q . �l � `� � ,
�
No �5c,o�E
� s � � �
- � R-1 Stop _ � � ,� � �
tL � \� �v
W � V
�-� � R-2 Speed Limit � �
� Crossinq Guard 6 Siqnal ��� �{� � tii�
� Croeninq Guord O
� tiF "� �f ,f'-/
= School Crosswalk � �/ � Lo�i3�c�� .
_ Croaswalk QvNCAN �(/, ��
Aren Descripfion � i � /NG
D�stance O, Z
Verticol Ali nment • . �A
Porkin Res}riCtionS yr
, Street Width /E iCOM - ,
� No. Lones B Medion W
1 Improvements (Sw, C 9 G) � O Y
� Frontin Develo ment � oL
� Avera e Dail Troffic Z� OO
� Speed Check Dota (Doie B� l.oc.) - - �S o E UE
Averoge Speed 5 ��
Critical Speed � ��
10 Mile Pace _ J �-
Accident Dato (2 ears o/3a/ j9
Totol Midblock Accidants
•�I No. With S eed Violotions
Predominata Type, T F E E
HBD D�unk H 9 R
Accitlenf Rote � r
� Counf Avera e
Backq�ound, Remarks 8 Recommendations
_, v Ezistinq Speed Zone - z 5 /�I/�/,
{ _m� —