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01-15-2013 - Traffic Committee Minutes - 12/19/12Memorandum AGENDA ITEM NO. 4 DATE January 15, 2013 TO: Christopher J. Chung, City Manager and City Council FROM: Shannon A. Yauchzee, Director/City Engineer Public Works Department SUBJECT: TRAFFIC COMMITTEE MINUTES RECOMMENDATION: It is recommended that the City Council accept and file the' attached minutes of the Traffic Committee meeting held on December 19, 2012. / r ep ara by: Miguel Hernandez Reviewed/Approved b : Shannon A. Yauchzee Civil Engineering Associate Director/City Engineer Attachment No. 1 - Report 1 • REGULAR MEETING OF THE TRAFFIC COMMITTEE CITY OF WEST COVINA ATTACHMENT NO.1 Wednesday 3:00 p.m. December 19, 2012 City Hall, Room 314 Management Resource Center STAFF PRESENT: Shannon Yauchzee, Miguel Hernandez and Sgt. Keith Shishido OTHERS PRESENT: Kathy Clifton, Linda Amaya, Edward Teran, Joe Hildalgo Sr., Nancy Doyle, Alicia and ,Rayinundo Garcia I. REQUEST: Los Angeles County THAT A MARKED SCHOOL CROSSWALK BE INSTALLED ON HOLLINGWORTH STREET AT CAPRON AVENUE AND THE STATIONING OF A LOS ANGELES COUNTY FUNDED SCHOOL CROSSING GUARD TO SERVE TELESIS ACADEMY OF SCIENCE AND MATH SCHOOL. FINDINGS: The County of Los Angeles is requesting the City's concurrence to install a marked school crosswalk and station a crossing guard at the intersection of Hollingworth Street and Capron Avenue based on the studies. Los Angeles County has committed to fund the crossing guard. Capron Avenue intersects Hollingworth Street to form a "T" type intersection. Hollingworth Street is a 40-foot wide residential street under the joint jurisdiction of the City of West Covina (City) and the County of Los Angeles (County). The City maintains the southerly half of Hollingworth Street and the County maintains the northerly half. Capron Avenue is a 34-foot wide County maintained residential street. Sidewalks exist on both sides of each street and the posted speed limit of both streets is 25 miles per hour. The principal of Telesis Academy of Science and Math requested the County to install a marked school crosswalk on Hollingworth Street and Capron Avenue to accommodate pedestrians. The County conducted comprehensive traffic studies to determine the need for the marked school crosswalk and crossing guard. The results of the studies show that both the marked school crosswalk and crossing guard were warranted. Staff has reviewed the County prepared studies and found theirs to be prepared in accordance with Manual of Uniform Traffic Control Devices. In addition, the County has indicated that they will fund the school crossing guard. TRAFFIC COMMITTEE RECOMMENDATION: THAT THE CITY CONCUR WITH THE COUNTY'S RECOMMENDATION TO INSTALL A MARKED SCHOOL CROSSWALK AND THE PLACEMENT OF CROSSING GUARD, WITH THE CONDITION THAT THE COUNTY FULLY FUND THE CROSSING GUARD PROGRAM. 2 0 • LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS TRAFFIC AND LIGHTING DIVISION TRAFFIC ENGINEERING REPORT FILE NUMBER T-20120452 REQUESTER: Miriam Kim ROAD DISTRICT: 117 ADDRESS: 2800 E. Hollingworth Street SUP DISTRICT: 1 PHONE: (626) 965-1696 TG REF: 679-C2 DATE RECEIVED: 05/02/2012 ENGINEER: ZA DATE FIELD REVIEWED: 08/21/2012 REPORT DATE: 08/22/2012 \ LOCATION SUBJECT Hollingworth Street at Capron Avenue and at Intersection crosswalks Addleman Avenue BACKGROUND Ms. Miriam Kim, the principal of Telesis Academy of Science and Math contacted this Department to request the installation of crosswalk on Hollingworth Street at Capron Avenue. She stated that many adults and children cross Hollingworth Street at Capron Avenue and at Addleman Avenue (mostly at Caprpon Avenue), and crosswalk is needed to emphasize pedestrian crossing and increase drivers' awareness. EXISTING CONDITIONS Hollingworth Street in the vicinity of Capron Avenue is jurisdictionally shared between the County and the City of West Covina. County maintains the north half of the roadway, and the City maintains the south half of the roadway. Hollingworth Street is 40 foot wide local -residential street and is improved with curb, gutter and sidewalk. The school area speed limit is posted at 25 M.P.H.,on Hollingworth Street. Capron Avenue is 34 foot wide, county maintained local -residential street fully improved with curb, gutter and sidewalk. The speed limit is not posted on Capron Avenue in the vicinity of Hollingworth Street. Addleman Avenue is 34 foot wide, county maintained local -residential street fully improved with curb, gutter and sidewalk. The speed limit is not,posted on Capron Avenue in the vicinity of Hollingworth Street, DISCUSSION Telesis Acaemy of Science and math is located on south side of Hollingworth Street near Capron Avenue and Addleman Avenue In conjunction with crosswalk study, a comprehensive traffic study was conducted at the Intersections of Hollingworth Street and. Capron Avenue, and Hollingworth Street and Addleman Avenue, including stop control study, crossing guard study at Capron • Avenue, and review of overall traffic conditions and vehicular and pedestrian movement patterns. Results of the study indicated that installation of multi -way stop control is not recommended at either intersection. However, the study revealed that significant amount of pedestrians is crossing the east leg of the intersection of Hollingworth Street and Capron Avenue during school drop-off and pick-up hours. Field observations showed that children are crossing Hollingworth Street at Capron Avenue unsupervised, sometimes in-between the moving vehicles. Installing a crosswalk at the east leg of the intersection of Hollingworth Street and Capron Avenue, and assigning a crossing guard during school peak hours will create an organized assigned point where children can cross the street under supervision, rather than crossing the streets unsupervised at random locations in the vicinity of Capron Avenue. It will also give the street and the school a more pleasant and professional appearance, and will greatly improve overall traffic conditions on Hollingworth Street in the vicinity of Telesis Academy. RECOMMENDATION Based on the above, it is recommended to receive a concurrence from the City of West Covina and install ladder -type crosswalk at the east leg of the intersection of Hollingworth Street and Capron Avenue, and obtain a crossing guard for the morning and afternoon school drop-off and pick-up hours. To maintain uniformity with close -by controlled intersections, it is also recommended to install yellow -striped crosswalk on Capron Avenue and on Addleman Avenue as shown on the attached sketch. • PREPARED BY DATE LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS PAGE No. ZA 08/22/12 1 CHECKED BY JDATE JOB SUBJECT Hollingworth St at Capron Ave T20120452 Crosswalk Install Asssembly B (S1-1 and W16-7P) —LA County ----------- GtY o! West C0vino Install''Slow School Xing" Pavement Markings Install Crosswalk a- rn o� n 0 a D � � o D Q - - - f ,Install Asssembly D r!T (Si-1 Install Ladder -type Crosswalk LA all Assembly A -1 and S4-3) (D"' Install Crosswalk Install Asssembly D (S1-1 and W16-9P) yi and 016-9P) ii LJ Parking Lot I o Parking Lot a L� r School I I - School Entrance Entrance.. I (D Gate Gate j =Install Assembly A I Remove I (S1-1and S4-3) Do Not Cross'' I I I sign j I -Replace the existing W63-2 j and W65-1 With Assembly A (S1-1 and S4-3) j I j j Telesis Academy of Math and - Science I I I I I j j j I I Field I I I I I I - Imorpvements to be made I by the City of West Covina I j 1 D < rn DIRECTIONS: 1) Fill in ALL yellow highlighted boxes on START HERE Sheet. 2) When all yellow boxes are complete, see red text for next page to complete. T-File Number: 20120452 Date submitted: 08/22/12 Engineer: ZA Requested by: Miriam Kir TG: 679/C2 RMD: 117 A -Memo: ount date Count Start time 06/01/12 AM 7:15 AM 06/04/12 PM 2:00 PM Date received: 05/02/2012 Direction NS=North/South EW=East/West Main Street: Capron Avenue NS ' Cross Street: Hollin worth Street EV Traffic Control: Uncontrolled School Name: Telesis Academy of Science and Math Grades: K-8 School District: Rolland Heights School District Phone: (626) 965 1696 :no time 8:00 AM 2:45 PM 1) Is the Intersection uncontrolled? yes (yes/no) 2) Was a speed count done? yes (yes/no) 3) What is the 85th% speed on the uncontrolled segment? (mark with a yes) < 35 mph? yes 35-45mph7 >45 mph? 4) Is the intersection signalized? no left phased? no (yes/no) 5) Are both streets Local Residential Neighborhood Streets? yes (yes/no) 6) Is the intersection adjacent to a school? yes (yes/no) 7) .Is this a 3 approach or 4 approach intersection? 3 (3/4) 8) GO TO TRAFFIC COUNTS AM RIB CG warrant (non signalized) volume data sheet Holiingworth and Capron 03/06/03 County of Los Angeles Department of Public Works Traffic and Lighting Division SUMMARY -SHEET Count date Count Start time, 1, End time 06/01 /12 AM 1 7:15 AM 1 8:00 AM 06/04/12 PM I 2:00 PM 2:45 PM 1) Is.the intersection uncontrolled? yes (yes/no) 2) Was a`speed count done? yes (yes/no) 3) What Is the 85th% speed on the uncontrolled segment? - ` , (mark'with a yes) < 35 mph?.yes 35-45mph? 0 >45 mph? 0 4) Is the intersectionsignalized? no :;.. left phased? , no' . (yes/no) 5) Are both streets Local Resldentlal Neighborhood Streets? yes '. >` (yes/no) 6) Is the intersection adjacent to a school? yes. (yes/no) 7) Is this a 3 approach or 4 approach Intersection. 3 (314) UNCONTROLLED SHEET SUMMARY MORNING WARRANTED AFTERNOON I NO LEGS WARRANTED RECOMMENDATION: NO CARenelcompleted projectslCrossing Guard Data\CG warrant (non signalized) volume data sheet Hollingworth and Capro69/04/2012 3:57 PM County of Los Angeles Department of Public Works Traffic -and Lighting Division Capron Avenue . at :Hollingworth ;Street TYPE OF INTERSECTION: Uncontrolled Telesis Academy of Science and Math N 0 th 15 4min 0 " 0.. 4th152 6/1 /12 AM . W E 4 3rd min5 7 3rd 15 min 13 From 7:15 AM 3 S 2nd 15 5 1 2nd 15 6 to 8:00 AM min min PEDS� 0 I �l I 1st 15 min 3 2 1st 15 min �j 0 pEDS 4th 15 3rd 15 2nd 15 min min min 1st 15 min VEHICLES 4th 15 3rd 15 2nd 15 min min min min 2nd 15 3rd 15 4th 15 1st 15 min min min. min min +ui 1J min min min Hollingw orth Street fiC1lUUL PEDS 0 n I 11stmin 15 LLL111 2nd 15 min 3rd 15 min 4th 15 min 1sn t 15 mi 2nd 15 min 3rd 15 min 4th 15 min 0 PEDS 0 - 0 Arrows represent turning movements vehicles or pedestrians unable 0 to proceed or not applicable for 0 0 0 Lcount a 0) O L cCL > �Q T-File Number: 20120462 C:1Renelcompleted projectslCrossing Guard DatMCG warrant (non signalized) volume data sheet Hollingworth and Capro89/04/2012 3:57 PM s County of Los'Angeles :Department of Public Works Traffic a f&Light ng'DMv ion Capron Avenue at ,Hollingworth Street-y TYPE OF INTERSECTION: Uncontrolled Telesis Academy of Science and Math N 0 4min5, 7 ;. 4;: 4min5 0 _ 6141� PM W E 0 3rd 15 min 1' 3rd 15' min 0 From 2:00 PM S 0 2nd 15 min 5 2nd5 min . 0 , to 2:45 PM PEDS 0 1st15 � min 0 3 1st15'PEDS � 0 , - . min : 0 0 0 0LI 0 0 1 0` 4th 15 3rd 15 2nd 15 min min min 1st 15 2nd 15 3rd 15 4th 15 ' 1st 15 min min min. C min 4 1 3 1 0 0 4 g 2 . in w g s 21 19 22 14 VEHICi_ES S 14 13 29 241., Orth A Street L A. :':. - 1st 15 4th 15 3rd 15 2nd 15 min 15t 15 min 2nd 15 :3rd 15 4th 15 min min min min min min SCHOOL LJ O 1 si5 i�mi P_ED5st1PEDS2 1 2nd 15 ' 0 min O` 3rd 15 .: :0 ` min 0 II 4minth 5 II Q 3 2nd 15 1 min 2 3rd 15 min 2 4th 15 min 1I 37 Arrows represent turning movements . x.vehicles or pedestrians unable to proceed or not applicable for count T-File Number: 20120452 CARenelcompleted.projects\Crossing Guard Data1CG warrant, (non ,signalized) volume data sheet Hollingw6fMI@4tRWr8r57 PM 0 9 County of Los Angeles Department of Public Works Traffic'and Lighting Division' Crossing'Guard Warrant Volume Data uncontrolled <35MPH INTERSECTION: Capron Avenue at Hollingworth Street TRAFFIC CONTROL: Uncontrolled SCHOOL NAME: Telesis Academy of Science and Math T-FILE NUMBER: 20120452 ENGINEER: ZA 'DATE SUBMITTED: 08/22/12 k ,iilF �Vt.i•.-.�L+-s.."45'SF�TTi*tv3+fq,K�•C!.LSiS�tKi fk4t,lE,. kcny.'{.'4iIM�T+ 15 MIN INTERVAL VEHICULAR VOLUMES' SCHOOL PEDESTRIANS" 06/01/12 NL SL EL WL NL SL EL WL 7:15 AM - 7:30 AM 6 0 34 36 0 0 0 0 7:30 AM - 7:45 AM 10 0 44 50 0 0 6 1 7:45 AM - 8:00 AM 18 0 102 110 0 0 13 4 8:00 AM - 8:15 AM 0 0 31 31 0 0 2 0 HIGHEST 15 MIN 18 0 102 110 1 HOUR TOTAL 72 0 408 440 6 0 21 5 IVIQRNING;GQL[N'T;PERf011��s��, �'��?, IVIOIII;EIg�<, NL SL EL WL Vehicle 24% 0% 100% 100% Pedestrian 0% 0% 100% 25% . WARRANT NOT NOT SATISFIED SATISFIED SATISFIED NOT . SATISFIED nu r n conattions must oe satisfied for consideration of crossing guard. - VEHICULAR VOLUMES* SCHOOL PEDESTRIANS*• 15 MIN INTERVAL 06/04/12 NL SL EL WL NL SL EL WL 2:00 PM - 2:15 PM 4 1 32 29 0 0 0 2 2:15 PM 13 3 43 43 0 0 1 1 2.30 PM - 13 2 57 54 I 1 0 2 Q 2:45 PM - E3:OOPM 17 2 53HIGHES 17 3 571 HOUR 68 12 228 224 1 0 40 3 #Afternoon NL SL EL WL Vehicle 23% 4% 76% 75% Pedestrian 5% 0% 100% 15% WARRANT NOT NOT NOT NOT SATISFIED SATISFIED SATISFIED SATISFIED BOTH conditions must be satisfied for consideration of crossing guard. 'Minimum vehicular rate is 300 vehicles per hour thru the crossing during the same hour that children are required to go to and from school. "Minimum of 20 elementary school-age(K-6) pedestrians per hour. MEE 1V11V1J'AFX I MOE— NOLANTED AFTEARRANTED RECOMMENDATION: YES CARenelcompleted projectslCrossing Guard Data1CG warrant (non signalized) volume data sheet Hollingworth and Capron 09/04/2012 3:57 PM 1-1 0 .?�P ��.�'` �•� 7 n��. �- ��P a. ��:�4 T,� y.,k-•,. iw,�y k#i�F�.x- �+.�-sue.. s�. a�uo-`..�.�.�.€t-. n..-_ .,.. _. :�'�... �. �s._,.� i �._. :.fE 15 MIN INTERVAL , ' : VEHICULAR.' VOLUMES' SCHOOL PEDESTRIANS' 06/01/12': :'AL SL EL. WL. NC $L EL' WL 7:15 AM - 7:30 AM 6 ` 0 34: 36 0 0 0 0 7:30 AM -. 7:45 AM .1 0 0 44 .:50 0 0 6 1 7:45 AM - 8:00 AM 18 0 .. i u 110 0 0 13 4 8:00 AM - 8:15 AM .0 0, 31 31 . 0 0 2.. 0 HIGHEST'15IVIIN 18 ' 0 102` 110 I nl!I!{I!iII�IP i��lla'F� e�l.a Ifl'�ii!! Ild�tl i 1 HOUR TOTAL T2 .: _' 0 '%: 408 U0 0;.' 0 ". ' 2T. 5 . .NL SIL EL WL Vehicle 14% 0% 82% 88% Pedestrian 0% 0%: 100% 25%° WARRANT. NOT NOT NOT NOT SATISFIED SATISFIEDSATISFIED SATISFIED BOTH conditions must be satisfied for consideration of crossing guard. a;y�`y`.� �5w�'��}r�q,•�-��, a��yt�� s :�� ` x��AA� ERPYOQW ~,irOUN: 'CPC 10�? '- ` �t -� � ��„ p �k,'- "`�` �i#� N�7_.�.�'iF �,e�d�yd.�.,�W�.s L .::.:•ri;E�,�� i�a"'�*...:_ aM4im`riry #.l' & �,rr� �F`�' �"I sFf 15 MIN INTERVA q EHICULAR VOLUMES' SCHOOL PEDESTRIANS" " 06/04/12 ,:_ . ` NL ` SL EL WL `; NL SC EL . - WL 2:00 PM - 2:15 PM 4 1 32 29 0 0 0 2 2:15 PM - 2:30 PM 13 3 43 43 0 0 1 1 2:30 PM - 2:45'PM 13 2 57 54 1 0 2 0 2:45 PM - 3:00 PM 17 2 53 56 0 0 37 0 HIGHEST15MIN 17 3 . 57.':56 211 iu{iIII;,Illhl"(i ,!i aliulll�l,��:11I� uiulti,l;rihhihld,!^.II �Igilp�Ilullwl "{II lal i il� ill�k: I� �l!Jrl,�l , liti 1 HOUR' TOTAL ' 68 12 228 224 1 0 40 3 EL WL Vehicle, 14% 2%, 46% 45% Pedestrian 5% 0%.:. 100% 15% WARRANT:' NOT`1AQ NOT SATISFIED NOT SATISFIED SUMMARY 7. MORNING NO LEGS WARRANTED AFTERNOON NO LEGS WARRANTED.: RECOMMENDATION: NO. BOTH conditions must be satisfied for consideration of crossing guard. 'Mininum vehicular rate is 500 vehicles per hour across the leg of the intersection, during the same hour that children are required to go to and from school. "Minimum of 20 elementary school-age(K-6) pedestrians per hour. C:\Rene\completed projects\Crossing Guard Data\CG warrant (non signalized) volume data sheet Hollingworth. and Capron 0910412012 3:57 PM 0 Multi -Way Stop Warrant Information Page Hollingworth Street at Capron Avenue 20120452 T-File Number: 20120452 Date: 07/17/2012 Engineer: ZA Major Street Name: Hollingworth Street Minor Street Name: Capron Avenue 1) Is this a 3 approach or.4 approach intersection? 2) Are both streets Local Residential Neighborhood Streets? 3) Is the intersection adjacent to a school? 4) Do you have pedestrian hand counts? 5) Did field observations reveal` minimal pedestrian activity? Version 10.3 3 Yes Yes Yes Yes (3/4) (yes/no) (yes/no) (yes/no) (yes/no) KAA:tml C:\MyFiles\Investigations\Multi-way Stop WarrantsNollingworth and Capron - Version 10 3 04/13/2010 County of Los Angeles Department of Public Works Traffic and Lighting: Division Multi -way Stop Warrant Count Summary Sheet INTERSECTION: Hollingworth Street at Capron Avenue NUMBER: 20120452 ENGINEER:",'.- ZA DATE: 07/17/2012 IL 4sJ'7}k'V � ,`� - .'-:.i 4, w"a'4hr; E*�•x'S 6-7 AM A�ORSTREET. '� �VQI.._tl Ei - - xh, i'.L 49 .✓ MINORSTR�Y� e .. r.a }+'t lr�:'Y'm`{'id. ,,,Pd U„ VE'�ICtj1,ARr, •-s� ' 4a i '�13.j�, kii: l 1 'd .... jk*L yy "� fir, � , .�* PEDSA�ROSS; 'u'4,' '. t h .-: /S,JOR �.d'.�', 'v ••.f S A T ��. PE..DES�TRIAIJS (SC(iQOAREA ONLX1,��;, k �' ., '7 ".y v -.d t C.. j�15; ^d 4..1�9. 7 k V:4 ",r f. 'sT 7�M.Li 3' a _d� �„�s, ACROS !S,/�'_ .,`i!\.v_ _ { I'd' 1�''Al �t.0 7 `r.. 56 1 ✓ 0 ' Y 7-8 AM 200 ✓ 20 220 47 ✓ 24 •✓ 0 V 8-9 AM 69 ✓ 12 81 11 •� 2 /. 1 9-10 AM 55 ✓ 4 59 0 -: / 0 0 10-11 AM 52 ✓ 10 ., 62 0 ; is 0 0 11 AM -NOON 51 4 55:' ;.0 ✓ 0 .� 0 NOON -1 PM 50 ✓ 6 56:: 0 ✓ 0 0 1-2 PM 78 ✓ 10 88>: 14:; % 2 2 2-3 PM 177 ✓ 26 203 �G 43 1 3-4 PM 69 ✓ 4 73' .; 1:';� . 0 0 4-5 PM 62 ✓ 2 2 p 1 5-6 PM 79 ✓ 4 83 .. 2 0 0 .. d fyy'.•{rJ�{ b 7 �Y''�`I ppyyppgg 37" �N :2Wu'�I'W IsR 4f1k�IM IEB t'i ES � �� URj, $� �+ a� =• ,ru x.>? x+��. � A• '{ .JIW.f J! S• � '`�:. 'a i � � " i1 '� �'xb�§ lu ��,� yQ r t YY j6r d @"�,i'::`&a1. r'�u,.x=1"Laa�..',�t. a I ` # ate, ` aO,„aTII� . �`."a. Eby T. Yh��...L"a. it'€ YqM� aSrav—..a "�A'��sat��{ 220 ki YO j M 9 Qp ,1 a.�.�C.`x:��".�•a'1r a.a-�+r'�1.�;.:.., ^�E.,n �-Ef �'�r�.t"'M �,e-r 20 1 7-8 AM 2 2-3 PM 203 26` 123 3 1-2 PM 88 10 14 4 5-6 PM 83 4(. 2. - 5 8-9 AM 81 12: 11 6 3-4 PM 73 4,' 1 7 4-5 PM . 64 AVERAGE 116 I 1 29 Vehicular Volume Split" 9.5 1 'Count ONLY approach traffic for 3 way intersection "Ratio of Average of the 7 Highest Major Street (Vol/Hr) to Average of the 7: Highest Minor Street (Vol/Hr) 50:50 (1:1) 66:34 (2:1) t(AAaml Version 10.3 ideal for 4-way ideal for 3-way - C:\MyFiles\lnvestigatlons\Multl-way Stop WarrantsWollingworth and Capron - Version 10 3 04/13/2010 NOTE: "Pedestrians (School. Area Only)" is SCHOOL AGE pedestrians only. "Peds Across Major" includes ALL pedestrians: • 0 01 County of Los Angeles Department of Public Works Traffic.and Lighting Division THREE-WAY STOP ADJACENT TO SCHOOLS NTERSECTION: Hollingworth Street at Capron Avenue NUMBER: 20120452 ENGINEER: ZA DATE: 07/17/2012 TABLE 1: Two highest hours for ALL veh/hr & 1)ed/hr enterino intersection MIN TIMEcf, venfnrl;p ,QK:ven --i IRS q Fecunrxin tentering Mry [IL kT fi •`n.,�ajk'. iwedinnxing!, F�'tAS�# Q. `1 T�, } €' #7'ria t I i� �a•1, M�,%� c. 'yt E b'"i�rt�5 s'.i. 2-3 PM 177 26 43 1 247 69 43 7-8 AM 1 200 1 20 24 0 244 44 24 AVERAGE 246 57 34 A. r uIdS-.1 78% 54% /.S,tj,f,d -- . NOT SATISFIED NOT SATISFIED SATISFIED ALL 3 conditions must be satisfied for consideration of multiway stop control. TABLE 2, Two highest hours for KAIFJnP uahffia Poriffir vine Rfih InD ViA tq -N fi veh(h6MINOR Ped/hrxiT" ead NV42�,g t" ring IrIL. �enlL t.-leniiji %0� 2 At'- AJI�, -'.V, tN- W A 9-1 '94 2-3 PM 177 26 43 1 247 69 43 7-8 AM 200 20 1 24 0 244 44 24 AVERAGE .246 57 34 M, 3a1 ere ut 78% 54% 100% . Satisfied NOT SATISFIED NOT SATISFIED SATISFIED ALL 3 conditions must be satisfied for consideration of multiway stop control. TABLE 3: Two h1ohaSt hours fnr Parf/hr vine 11AA InD 49� MA JOR' r JoRg4e IjLjj ran LEA K, MN 2-3 PM 177 26 43 1 247 69 43 7-8 AM 200 20 24 0 244 44 24 AVERAGE 246 57 34 Wi Satisfied `7NOT % i54%," 100% SATISFIED_ NOT SATISFIED SATISFIED ALL 3 conditions must be satisfied for consideration of multiway stop control. Version 10.3 Version 10.3 KAA:tml C.WyFjlesklnvesfigationsVt4uld-way Stop WarrantsXHollingworth and Capron. Version 103 04/1312010 County of Los Angeles Department of Public Works Traffic and Lighting Division THREE-WAY STOP 'CO'NTROL WARRANT FOR RESIDENTIAL NEIGHBORHOOD_STREETS INTERSECTION: Hollingworth Street at Capron Avenue NUMBER: 20120452 ENGINEER: ZA PATE:: 07/17/2012 An intersection satisfying Warrant 1 and/or Warrant 2 is a candidate for multiway stop control: Part ! a. Average vehlhr+peds/hr entering intersection during 7 highest hours: 145 (270 veh/hr required AND b. Average veh/hr from minor st+peels/hr ii/3 of total I/S volume =: 48 zing major during same seven hours: 40' _- (1!3 of total I/S vol required but 44% .. not less than 90 VPH) WARRANT NOT SATISFIEI If Part 1 is satisfied move on to warrant.2, otherwisecomplete' Part !!: ` Volume Adjustment Factors: ALL requirements must be met • Residential frontage with 25-mph'speed limit: yes (yes/no) • Both streets,a[e 40 feet wide or less:. yes (yes/no) • The nearest "STOP"sign or traffic control, is more than 600 feet away: no (yes/no) • I/S near activity center AND 25 pedsthough I/S during each of any 2 hours: no (yes/no) 60% Reduction' Not Applicable Part ll 124morith Penod From 04/0T/2011 _; i. Th_rtf- - Right Angle - O I '" + Left.Turri: 0 '' . + Pedestrian: ' 0,. = 0 (3 required) 0% OR 24-m'6nth'Period From 04/0:1/2010 thru .'. 03l ,1l2012 t ` + } �� s Right Angle: 0 + Left Turn: 0 + Pedestrian: 0 - 0 (4 required) 0% &tOtfie�onsi l 6itfc p 'mVlsib lit7lr The Intersection sight dlstance.is LESS THAN 150 feet?, no (Yes/no) O T SATISFIED p p ( .. :. Percentile Speed on uncontrolled street: 28 mph >35 mph required) T SATISF ED 1. Minimum Volume: NOT SATISFIED 440,6 60% Reduction Applied: Not Applicable 2. Collision Experience: NOT SATISFIED 0% 3. Visibility: NOT SATISFIED. 4. Speed: NOT SATISFIED When ALL volume adjustment factors are satisfied, 60% of the initial volumes are used Version 10.3 KAlllml C:1MyFIesllnvesligationslMulti-way Stop WarranlslH°Ilingworth and Capron - Version 10 3 0411312010 County of Los Angeles Department of Public Works Traffic and Lighting Division THREE-WAY STOP CONTROL WARRANT INTERSECTION: Hollingworth Street at Capron Avenue NUMBER: .20120452 ENGINEER: ZA DATE: 07/17/2012 85th Percentile Speed on Major: 28 mph a. Average veh/hr entering ( 450 veh/hr required if 85% speed < 40 mph ) intersection during 7 highest hours: 116 ( 315 veh/hr required if 85% speed >_ 40 mph required) 26% b. Average veh/hr from minor st+peds/hr: ( 150 veh/hr required if 85% speed < 40 mph ) xing major during same seven hours 40 ( 105 veh/hr required if 85% speed >_ 40 mph required) 27% c. Average delay to High Volume Minor Approach during Peak Hour: ( 30 Seconds Required) 0% WARRANT NOT SAW ColhsioniEx erieri �s' e 1 1i�F .�� f� r �w }+F p0l° SatsfiQdti w 12-month Period From 04I011201'1r Thru, .03131/2012 Right Angle: 0 + Left Turn: 0 + Pedestrian: 0 = 0 (5 required) 0% WARRANT NOT SATISFIED Version 10.3 w AArn1 C:VAyFilesUnvestigaUonsVAulti-way Slop Wan-antslHollingworth and Capron - Version 10 3 04/132010 Run Date: 07/11/2012 Los Angeles County Department of Public Works Report ID: 1491 Run Time 8:08AM Manual Traffic Count Page: 1 :purtData: . /2 Friday Conditions: '|nr CAPRONAVENUE otMOLL0VGNORTHSTREET '-__--_. ----_'___-_-____--- -___-_'--'---_- -- '--_'- North Approach: cApRomAvsmVs South Approach: CxpRON/A/sNus ' sastxnn",ach: *ouuwovvomrnSTRssT West Approach: *ouLImoxvORTxSTmEsT ' _!oach jv_j] South Approach Ca rs Trucks Total Veh.,,;, Ped., Across;:, :2-ari Trucks Total Veh. Ped. Across Total Veh. rime Left Thru Right Left Thm Right 15' 1 Hour Adult Child Left Thru Right Left Thru Right 16' 1 Hour Adult Child 15' 1 Hour 54 x sr 48 o o o o 57 _--[- ^ East Approach West Approach Uars Trucks lotaLV&h. Ped. Across Cars Trucks Total Veh. Ped. Across Total Veh, rime Left Thru Right Left Thru Right 15' 1 Hour Adult Child Left Thru Right Left Thru Right 15' 1 Hour Adult Child 15' 1 Hour )rooan n 1n n n u n �o ox <^----�� x 4 o n V o � ��u u - ' ' | ~ ~^ /~ ^ '^ ��' zr1oam n- 1e o o o o 15 os' ' o �' o 1 �� u o 1 o �o �oo )n ' . � � � c| aa ��o'. Irnn n 17 1 n � ' / � � am o �o ma / u ( � , x zo o n x n � e7 110 . .0 . 1� «V iOV-��' / )7:45mn o 46 u n o o 48 rn 112 s 51 o n o o / sr 91 , Lo 4005 163 ' o8:00om __o� m n o o o m 34 4- e o 17 _ o n 1 o / 18 oo� '2--c |31 nz1sum n 4 - n o 1 1 * cn � z �+ o �' - 9 'b,' n ' 0--t- �-10 21 07/ c !16 49 xeooam n o o o o o o ao ` 1 07 o o o n 1 o a 18 ^o c /11 «o m�oom o m o n o u m nz / � n n o n � n 1 m � o �} /11 sm � ouuoam n ` r n n n o r az 0 o o 4 n o o n 4 ca .�5 c- 11 d55"o� )9:15om o o o o n o o yo o »\o o / o o o o r cx o�� C. 15 5^ nu000m o 7 o n n n r oa n V o n s o o n o n 21 � o ' C 13 s«C� � )9:45am o o 1 o o o m ox ' .0,}b 1 o o V o o o 24 n } C 16 no /�� am u u u o 1 n m zo n o o 4 o o o u « oo �6 ' '�'14 /��V � 10:15an o a V o o 1 s us o o o 5 o o n 0 s oo o ` � �1 �� ' ' (uomam o 5 1 o o o n 27 o n z r n o o o o zn n c ln 500/� /0:45am o 7 n o o o 7 ao �o � q ' 1 4 n n n n s x* _0 �z 5� � � 1� 1�ooam o o 1 n o 1 r xo o o 1 * o o o o 7 zx -d-�- w �� n:1oam o o 1 u o 1 r 21 o �` o o z o n o o z 16 o C o '� |tJVam o 0 2 V 1 O 9 O U , O 1 8 V V O V 10 O U ` [ 19 - 11:45om o o o o o n o o n 0Lo 4 o o o o 4 o o C o � |�oopm o o o o � o o o o ' 'o n - ' o n V V n o o d C o . 3.Tota| o 226 12 o s 4 zo :n 19 em o n o n m 5 . Run Date: 07/11/2012 Los Angeles County Department of Public Works Report ID: 1490 Run Time 8:08 AM Manual Traffic Count Page: 1 Count Date: 061042012 Monday Conditions: Int: CAPRON AVENUE at HOLLINGWORTH STREET North Approach: CAPRON AVENUE South Approach: CAPRON AVENUE East Approach: HOLLINGWORTH STREET West Approach: HOLLINGWORTH STREET North AQproach h o Y .-; . , South Approach Cars Trucks To I Veh. Pe . Across Cars _ Trucks Total Veh. Pod. Across _ Total Veh. rime Left Thru Right Left Thru Right 15' 1 Hour Adult Child Left Thru Right Left Thru Right 15' 1 Hour Adult Child 15' 1 Hour 12:00 pm 2 0 1 0 0 1 4 60 0 0 0 0 0 0 0 0 0 0 0 4 , 6 i 12:15pm 0 0 0 0 0 0 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 3 12:30 pm 0 0 0 0 0 0 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 4 12:45 pm 1 0 1 0 0 0 2 1 : 0 0 ;.• 0 0 0 0 0 0 0 0 0 0 2 10 )1:00 pm 1 0 0 0 0 0 1 (10 2 0 0 0 0 0 0 0 0 0 0 0 1 1 f ' 11:15 pm 1 0 0 0 0 0 1 'I 0 0 0 0 0 0 0 0 0 0 0 0 1 )1:30 pm 0 0 6 0 0 0 6 17 1 2 '. 0 0 0 0 0 0 0 0 0 0 6 17 )1:45 pm )2:00 pm 2 '3 0 " 0 0 0 0 - 0 0 0 0 0- 2 3 17 26 1 ,_--Q ' 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 3 17 )2:15 pm 1 0 5 0 0 0 6 24 0 0 0 0 0 0 0 0 0 0 0 0 6 T4 )2:30 pm 1 0 5 0 0 0 6 18 10 1 0 0 0 0 0 0 0 0 0 0 6 18 )2:45 pm 3 0 _7..._ ,-1_ -- 11 14, 0 0 0 0 0 0 0 0 0 0 11 14 )3:00 pm _ -6-'' 0 1 0 _0 ___ 0 __0 0� 1 4 _7 __Q, 2 0 0 0 0 0 0 0 0 0 0 0 1 .4-,/ )3:15 pm 0 0 0 0 0 0 0 3 4 0 0 0 0 0 0 0 0 0 0 0 0 -31' )3:30 pm 1 0 1 0 0 0 2 3 3 0 0 0 0 0 0 0 0 0 0 0 2 3 )3:45 pm 1 0 0 0 0 0 1 2 2 ¢ _ 0 0 0 0 0 0 0 0 0 0 1 2 )4:00 pm 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 :'2 )4:15 pm 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3' )4:30 pm 1 0 0 0 0 0 1 3 3 0 0 0 0 0 0 0 0 0 0 0 1 3 )4:45pm 0 0 1 0 0 0 1 3 3 i_..-.-•- 0 0 0 0 0 0 0 0 0 0 1 3 )5:00 pm )5:15 1 0 0 0 0 0 0 0 0 1 (Z r 2r 0 0 0 0 0 0. 0 0 0 0 0 1 4-N , pm 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 )5:30 pm 1 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 )5:45 pm 0 0 2 0 0 0 2 0 2- 0_. 0 0 0 0 0 0 0 0 0 0 2 3. Total 20 0 30 1 0 1 59 4 0 0 0 0 0 0 0 0 50 2 52 63 0 0 0 0 52 --- - ---- EastA .._.__....... pp roach {�/; L �v --- - - ; - West Approach Cars Trucks Total Veh. Ped. Across ---- Cars ..._...- _.._..----------�- Trucks Total Veh. -- ... Ped. _�.., Total Veh. Time Left Thru Right Left Thru Right 15' 1 Hour Adult Child Left Thru Right Left Thru Right 15' 1 Hour Adult Child15' 1 Hour 12:00 pm 0 12 1 0 0 0 13 30 0 0 2 4 0 0 1 0 7 20 0 C! 20 5 12:15 pm 0 2 0 0 1 0 3 24 . 0 0 0 6 0 0 1 0 7 24 0 B, C :10 48 12:30 pm 0 6 0 0 0 0 6 30 ` 0 ,-, 0 0 2 0 0 0 0 2 30 0, J C 8 A ^ 60 I i 'J 12:45 pm 0 7 0 0 1 0 B 36 0 `:.,_ 0;. 0 2 0 0 2 0 4 37 ' 0 C 12 73 )1:00 pm 0 7 0 0 0 0 7 36 0 0 0 11 0 0 0 0 11 42 0 C 18 -7 8) )1:15 pm 0 8 1 0 0 0 9 43 0 r •. 0 1 12 0 0 0 0 13 46 1, I C: 22 89 )1:30 pm 0 11 1 0 0 0 12 51 i 8 1 2 7 0 0 0 0 9 58 3 1 21 109 )1:45 pm )2:00 pm 0 --0--�q-_.._Q 5 3 0 0 -�_ 0 07— 8 14 74 92 0' 0: 6 - 0 1 1- 8 13 0 0 0 0 0 1 0.. 0 9 69 15 85 . 0 4 C 17 2 ,z _� o )2:15 pm 0 11 4 0 2 0 17 97 1 121 1 3 22 0 0 0 0 25 75 r 1 '`; 29 1 42 17 172 �k,!, )2:30 pm 0 29 6 0 0 0 35 89 .'36 1;1 2 ; 1 19 0 0 0 0 20 56 4 <• C 55 145 ' )2:45 pm )3:00 0 0 24 - 18 2 0 0 0 2Q. 62 ;29 ` _3.7 ' 3 21 0 1 0 0 25 41 _0 r...G 51 1103 pm 0 0 1 0 19 44 0 0 0 4 0 0 1 0 5 25 0 C 24 )3:15 pm 0 9 0 0 0 0 9 30 0 1 0 0 6 0 0 0 0 6 28 0 9; C ;15 58 1 )3:30 pm )3:45 pm 0 0 8 6 0 1 0 0 0 1 0 0 8 8. 26 27 0 •, 0 0 5 0 0 0 0 5 28 0 C' 13 54 )4:00 0 .,1._ ._ _.�.. 1 8 0 0 0 0 9 32 0... �� G h 17 pm )4:15 0 5 5 0 0 0 0 5 28 2 0 0 7 0 0 1 0 8 34 0 C �59 6�2)-- pm )4:30 pm 0 9 0 0 0 0 0 0 5 34 0 4 1 0 0 6 0 0 0 0 6 36 0 `;, :13 C 11 70 •: )4:45 pm 0 8 1 0 0 0 0 0 9 9 41 40 0 0 1 0 1 1 8 9 0 0 0 0 0 1 0 9 37 0 C 18 78 )5:00 pm 0 10 1 0 0 0 11 40 -..- 10 0 0 10 0 0 0 0 0 11 38 10 39 ,0 '. 0 C.- 20 C 21 7 is 'ice )5:15pm 0 10 1 0 1 0 12 0 10 _. 0 1 6 0 0 0 0 7 0 0%°C 19 - )5:30 pm 0 7 1 0 0 0 8 0 i 2 ,� 0 1 9 0 0 0 0 10 D 0 C 18 )5:45 pm 0 9 0 0 0 0 9 0 0 0 12 0 . 0 0 0 12 0 0 '} C.21 3. Total 0 240 23 0 7 0 85 41 19 217 0 1 8 0 13 4 263 7 270 126 236 9 245 17 515 0 Conuitions: c Los Angeles County Department of Public Works Site code: 00000000000000 Counted By: 900 S. Fremont Aver Start Date: 0610412012 Board # File LD ` C:1Program FIIesWAMARITraxProl Other: Page: 1 Street Name: HOLLINGWORTH STREET at CAPRON AVENUE E10 - E/B Date: 06/04/2012 . Begin Irit 0- 16 21 26 31 - 36 41, 46 51. 56 61 66 71 76 Time Total,. 15': 20 25 30 , 35 40 45 50 55 60 65 70 75 99 12:00'am 5 0. 0 0 5 0 0, 0. p 0 0 0'' 0 0 0 01:00 am 3 0 0 0 3 0 0' 0 0 0 0' 0 0 0 0 02:00 am 2 0 0 0, 2 0 0 0 0 0 0 0 0 0 0 03:00 am 1 0 0 0 0 1 0 0 0 0 0 0 '0 0 0 04M am 4 0 1. 2 0 1 0 0 0 0 0 0 0 0 0 05:00 am .7 0 3 1 2 1 0 0 0 0 0 0 0 0 0 06:00 am 24 1 5 10 6 2 0 0 0 0 0 0 0 0 0 67:00 am 156 100 32 15 8 0 1 0 0 .' 0 0 0 0 0 0 08 00 am 32 ; 9 7 11 5 0 0^ 0 0- 0 0 0 0 0 0 09:00 am 34 11 10 9 2 2 0 0q 0 0 0 0- 0 0 0 10:00 am 24 5 2 10 5 2 0 0 0 0 0 0 0 0 0 11:00 am 23 0 0 12 7 4 0 0 0 0 0 0 0 0 0 12:00 pm 23 0 3 7 7 4 2 0 0 0 0 0 0 0 0 01:00 pm 41 7 8 15 9 2 0 '.' 0 0 0 0 0. 0 0 0 02:00 pm 106 67 ' 16 16 6 1 0 0 0 0 0 0 0 0 0 03:00 pm 44 5 4 : 18 8 9 0' 0 0 0 0 0 0 0 0 04:00 pm 40 1. 2 13 14 10 0 0 0 0 0 0 0 0 0 05:00 pm 53 1 10 21 16 4 0 1 0 0 0 0 0 0 0 MOO pm 34 1 2 10 16 5 0 0 0 0 0 0 0 0 0 07:00 pm 26 1 4 10 6 5 0' 0 0 0 0 O 0 0 0 08:00 pm 13 1 2 1 9 0 0 0 0 .0 0 0 0 0 0 09:00 pm 17 0 3 3 6 4 1 0 0 0 0 0 0 0 0 10:00'pm 11` 0 3 3 5 0 0' 0 0 0 0 0 0 0 0 11:00 pm 3 0 0 1 2 0 0 0 0 0 0 0 0 0 0 Day Totals 726 210 117 188 140 57 4 1 0 0 0 0 0 0 0 12:00am 5 0 0 0 5 0 0 0 0 0 0 0 0 0 0 01:00 am 3 0 0 .0 3 0 0 0 0 0 0, 0 0 0 0 02:00 am 2 0 0' 0 2 0 0 0 0 0 0 0 ::0 0 0 03;00 am 1.' 0 0 0' 0 1 0 0 " 0 0 0 0 0 0 0 04:00 am ` 4. 0` 1 2 0 1 0 0 0.. p 0 0. 0 0 0 .: 05:00 am .7 0 3, 1 2 1 ,0 0 0" 0 0 0 0 0 0 06m am 24 1 5 10 6 2 0 0 0 0 0 0 0 0 0 071:00 am 156 100 32 15 8 0 1 0 0 0 0 0 0 0 0 0800 am 32 9 7 11 5 0 0 0 0 0 0" 0 0 0 0 09:00 am 34 11 10 9 2 2 0 0 0 0 0 0 0 0 0 10:00 am 24 5 2 10 5 2 0 0 0 0 0 0 0 0 0 11:00 am 23 0 0 12 7 4 0 0 0 0 0 0 0 0 0 12:00 pm 23 0 3 7 7 4 2 0 0 0 0 0 0 0 0 01:00 pm 41 7 8 15 9 2 0 0 0 0 0 0 0 0 0 Day Totals 379 133 71 92 61 19 3 0 0 0 0 0 0 0 0 Grand Total 1105 343 188 280 210 76 7 1 0 0 0 0 0 0 0 Speed -Statistics 15th Percentile Speed 7 MPH Median Speed (50th Percentile) 23 MPH Average Speed (All Vehicles) 19 MPH 85th Percentile Speed 28 / MPH ✓ 95th Percentile Speed 33 MPH 10 MPH Pace Speed 19-28 MPH Number of Vehicles in Pace 490 Percent of Vehicles in Pace 44.3% Number of Vehicles > 55 MPH 0 Percent of Vehicles > 55 MPH 0.00% Conditions: Los Angeles County Department of Public Works Site code: 00000000000000 Counted By: 900 S. Fremont Ave. Start Date: 06/04/2012 Board # File I.D C:IProgram FIIesUAMAR1TraXPr01 Other: Page: 1 Street Name: HOLLINGWORTH STREET at CAPRON AVENUE E/O - W/B Date: 06/04/2012 Begin Int. 0- 16 . 21 26. 31 36 41 46. 51 56 61 66 71 76 Time _ Total 15 20 25 30 35 40 45.. 50. . 55 60 65, 70 75 .99. 12:00 am 5 0 0 1 2 1 1 0 0 0 0 0 0 0 0 01:00 am 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 02:00 am 2 0 0 1 0 0 1 0 0 0 0 0 0 0 0 03:00 am 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 04:00 am 5 0 1 3 0 1 0 0 0 0 0 0 0 0 0 05:00 am 19 1 5 7 4 1 1 0 0 0 0 0 0 0 0 06:00 am 34 0 8 11 8 6 0 1 0 0 0 0 0 0 0 07:00 am 100 54 24 13 4 4 1 0 0 0 0 0 0 0 0 08:00 am 48 7 5 14 16 4 2 0 0 0 0 0 0 0 0 09:00 am 11 4 4 2 0 1 0 0 0 0 0 0 0 0 0 10:00 am 24 4 5 8 3 3 1 0 0 0 0 0 0 0 0 11:00 am 23 0 3 9 7 2 2 0 0 0 0 0 0 0 0 12:00 pm 37 1 2 11 17 5 1 0 0 0 0 0 0 0 0 01:00 pm 51 11 15 15 7 3 0 0 0 0 0 0 0 0 0 02:00 pm 100 56 18 16 10 0 0 0 0 0 0 0 0 0 0 03:00 pm 36 2 4 10 12 7 1 0 0 0 0 0 0 0 0 04:00 pm 32 0 0 9 15 6 1 1 0 0 0 0 0 0 0 05:00 pm 43 0 6 15 14 7 1 0 0 0 0 0 0 0 0 06:00 pm 22 0 1 6 7 8 0 0 0 0 0 0 0 0 0 07:00 pm 19 2 3 4 5 5 0 0 0 0 0 0 0 0 0 08:00 pm 20 1 2 5 7 3 2 0 0 0 0 0 0 0 0 09:00 pm 11 0 0 3 5 3 0 0 0 0 0 0 0 0 0 10:00 pm 16 0 3 8 3 2 0 0 0 0 0 0 0 0 0 11:00 pm 4 0 0 2 1 1 0 0 0 0 0 0 0 0 0. Day Totals 665 143 110 173 147 75 15 2 0 0 0 0 0 0 0 12:00 am 5 0 0 1 2 1 1 0 0 0 0 0 0 0 0 01:00 am 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 02:00 am 2 0 0 1 0 0 1 0 0 0 0 0 0 0 0 03:00 am 2. 0 1 0 0 1 0 0 0 0 0 0 0 0 0 04:00 am 5 0 1 3 0 1 0 0 0 0 0 0 0 0 0 05:00 am 19 1 5 7 4 1 1 0 0 0 0 0 0 0 0 06:00 am 34 0 8 11 8 6 0 1 0 0 0 0 0 0 0 07:00 am 100 54 24 13 4 4 1 0 0 0 0 0 0 0 0 08:00 am 48 7 5 14 16 4 2 0 0 0 0 0 0 0 0 09:00 am 11 4 4 2 0 1 0 0 0 0 0 0 0 0 0 10:00 am 24 4 5 8 3 3 1 0 0 0 0 0 0 0 0 11:00 am 23 0 3 9 7 2 2 0 0 0 0 0 0 0 0 12:00 pm 37 1 2 11 , 17 5 1 0 0 0 0 0 0 0 0 01:00 pm 51 11 15 15 7 3 0 0 0 0 0 0 0 0 0 Day Totals 362 82 73 95 68 33 10 1 0 0 0 0 0 0 0 Grand Total 1027 225 183 268 215 108 25 3 0 0 0 0 0 0 0 Speed Statistics 15th Percentile Speed 7 MPH Median Speed (50th Percentile) 23 MPH Average Speed (All Vehicles) 21 MPH 85th Percentile Speed 28 MPH 95th Percentile Speed 33 MPH 10 MPH Pace Speed 19-28 MPH Number of Vehicles -in Pace 483 Percent of Vehicles in Pace 47.0% Number of Vehicles > 55 MPH 0 Percent of Vehicles > 55 MPH 0.00% Run Date:.07/ Los AngelesCountDmfPblpic`Works 900 S5 Fremont Ave. Report ID: 1653v Run Time 8:01AM Page: 1 Machine Traffic Count Count Date: 06/04/2012 12:00 a Monday Condition: : Location: HOLLINGWORTH STREET E/O CAPRON Align Coord: AVENUE ' EIB" `"' W/B:` Total. E/B W/13 Total Time 15 ''Hour ,`'15' Hour ` 15' Hour Time 15' Hour" 15' ' Hour ' 15' Hour 12:00 am 2 5 1 _, 5 :,: 3 q 0 12:00 pmliv5 23 ; 10 : 37 ;>:., . 1.5 ; .. 60 12:15 am 1 3 ` .. 2 5 3 8 12:15 pm 3 28 10. 32' 13 60 12:30 am 0 4 ' 0 - 3 0 7 12:30 pm 4 35 8. 42 12 77 1245 am 2 4 . 2 3 4 7 12:45 pm 11 41 9 50 20 91 1:00 am 0 3 1 1 1 ;: 4 1:O0 pm 10 411 5 51 . 15 92 1:15 am 21 5 0 0 2 5 1:15 pm 10 48 20 58 30 106 .1:30 am 0 3 0 - 2 0 5 1:30 pm 10 61: 16 74 26 135 1:45 am 1 3 0 2 1 5 .1:45 pm 11 105 10 ' 89 21 ` 194 2:00 am 2 2 0 2 2 4 2:00 pm 17 .106 12 100 29 '` 206 2:15 am 0 1 2 2 -. 2 3 2:15 pm 23 ' 97 36.. 97 59 194 2:30 am 0' 1 0 1 0 2 2:30 pm 54 86 31. 71 85 ` 157 2:45 am 0 1. 0 1 0 2 2:45 pm 12 43, 21 49 33: 92 3:00 am 1 1 0 2 1 3 3:00 pm 8 44; 9 r 36 17 80 3:15 am 0 0 1 2 1 2 3:15 pm 112 45 10 ` 37'.'.` 22 82 3:30 am 0 0 ` 0 1 0 1 3:30 pm 11 40 9 32 20 72 3:45 am 0 3 1 4 1 7 3:45 pm 13 42 8 30 21 72 4:00 am 0 4 0 5 0 9 4:00 pm '9 40 10 32 19 72 4:15 am 0 5 0 8 0 13 4:15 pm 7 42 5 38 12 80 4:30 am 3 8 3 13 6 21 4:30 pm 13 42 7 41 20 83 4:45 am 1 6 2 :: 19 3 25 4:45 pm 11 46 10 42,, 21 88 5:00 am 1 7 3 19 4 26 5:00 pm 11 53 16 43 27 96 5:15 am 3 9 5 22 8 31 5:15 pm 7 53 8' 31 15 84 5:30 am 1 10 9 23 10 .33 5:30 pm 17, 52 8 30- 25 82 5:45 am 2 19 2 25 4 44 5:45 pm 18 40 11 29 29 69 6:00 am . 3 24 6 . 34 9 58 6:00 pm 11 34 4 22 15 55 6:15 am 4 33 6 48 10 81 6:15 pm 6 31 7 26 13 57 6:30 am 10 48 11. 53 21 101 6:30 pm 5 33 7 25 12 58 6:45 am 7. 94 11 63 18 157 6:45 pm 12 35 4 21.. 16 56 7:00 am 12 156 20 100 32 256 7:00 pm 8 26 8 19 16. 45 7:15 am 19 158 11 98 30 256 7:15 pm 8 23 6 17: 14 40 7:30 am 56 146 21 98 77 244 7:30 pm 7 17 3 12 10 29 7:45 am 69 96 48 84 117 180 7:45 pm 3 13 2 20 5 33 ' 8:00 am 14 32 18 48 32 80 8:00 pm 5 13 6 20 11 33 8:15 am 7 29 11 35 18 64 8:15 pm 2 21 1 19 3 40 8:30 am 6 31 7 26 13 57 8:30 pm 3 22 11 20 14 42 8:45 am 5 29 12 22 17 51 8:45 pm 3 20 2 12. 5 32 9:00 am 11 34 5 11 16 45 9:00 pm 13 17 5 11 18 28 9:15 am 9 26 2 10 11 36 9:15 pm 3 12 2 14 5 26 9:30 am 4 22 3 12 7 34 9:30 pm 1 12 3 16 4 28 9:45 am 10 24 1 17 11 41 9:45 pm 0 11 1 15 1 26 10:00 am 3 24 4 24 7 48 10:00 pm 8 11 8 16 16 27 10:15 am 5' 26 4 28 9 54 10:15 pm 3 4 4 9 7 13 10:30 am 6 24 8 27 14 51 10:30 pm 0 3 2 6 2 9 10:45 am 10 29 8 23 18 52 10:45 pm 0 3 2 - .... 4 2 7 11:00 am 5 23 8 23 13 46 11:00 pm 1 3 1 4 2 7 11:15 am 3 23 3 25 6 48 11:15 pm 2 1 3 11:30 am 11 23 4 32 15 55 11:30 pm 0 0 0 11:45 am 4 16 8 36 12 52 11:45 pm 0 2 2 24 Hour AM Peak Hour PM Peak Hour Direction Volume Time Volume Time Volume Total 1391 7:00 am 256 2:00 pm 206 E/B 726 7:15 am 158 2:00 pm 106 W/B 665 7:00 am 100 2:00 pm 100 County of Los Angeles Traffic and Lighting Division Traffic Collision History Report Location: Hollingworth Street I Capron Avenue Date Range Reported: 04/01/2010 - 03/31/2012 Total Number of Collisions: 0 Seq. No. Date Time Dist. Dir. Collision Motor Veh. Direct. of Movement Direct. of Movement Pattern Involved With Travel 1 Prec. Coll. 1 Travel 2 Prec. Coll. 2 Total Number of Collisions: 0 Settings Used For Query Parameter Settine Street Name HOLLINGWORTH STREET Cross Street CAPRON AVENUE Starting Date 04/01/2010 Ending Date 03/31/2012 Intersection Intersection Related PCF 07/11/2012 Page 1 Inj. Kil Is • 11 II. REQUEST: Guia Devera, West Covina Resident THAT A CURVE WARNING SIGN BE INSTALLED ON WESTBOUND GARVEY AVENUE NORTHEAST OF LANG AVENUE. FINDINGS: Garvey Avenue North west of Lang Avenue is a 32-foot wide collector street with a posted speed limit of 40 miles per hour. The centerline radius of this section of Garvey Avenue North is 220 feet. The primary concern of the requester is the drivers are unable to recognize the approaching curve when traveling westbound at night or inclement weather. Staff is recommending installing WI-2 "Curve warning signs before the curve to increase the visibility of the curve. TRAFFIC COMMITTEE RECOMMENDATION: THAT ADVANCE WARNING SIGNS BE INSTALLED ON WESTBOUND GARVEY AVENUE NORTHEAST OF LANG AVENUE. tj • PROPOSED CURVE WARNING SIGN I I I � I I I II I I I I � I I � II I I I I I I I I � 1 R i i i i Install curve warning sign (WI-2L) on existing street light pole VAOZ ----- • Fe - A B C D E F G H J K L M 18 .375 .625 5.405 5.144 6 4.687 3.375 1.75 1.312 2.06 2.625 24 .375 .625 7094 725 8 6.25 4.5 2.344 1.75 2.75 3.5 30 .5 .75 8.875 9.063 10 7813 5.625 2.938 2.188 3.438 4,375 36 .625 .875 10,625 10.875 12 9.375 6.75 3.5 2,625 4.125 5.25 48 .75 1.25 14.188 14.5 16 12.5 9 4.688 3.5 5.5 7 N P 0 R S T U V 6.187 1.5 1.5 4 E 1 1.75 2 D .375 8.25 1.5 2.5 5E 1.5 2.5 3D .5 10.313 1.875 2 6 E 1.5 3 4 D .625 12.375 2.25 3 7 E 1.813 3.5 5 D .750 16.5 3 5 9E 3 5 6D 1.25 WARNING SIGN COLORS: LEGEND -BLACK BACKGROUND- YELLOW (RETROREFLECTIVE) 'See page 6-2 for symbol design, "Optically position numerals. TTC SIGN COLORS: LEGEND -BLACK BACKGROUND- ORANGE (RETROREFLECTIVE) 2-3 3-b III. REQUEST: Gloria Hidalgo, West Covina Resident THAT PARKING ON PHILLIPS AVENUE FROM WORKMAN AVENUE TO SHAMWOOD STREET, IDAHOME STREET FROM PHILLIPS AVENUE TO THE END OF THE STREET, AND SHAMWOOD STREET FROM PHILLIPS AVENUE TO THE END OF THE STREET BE RESTRICTED TO PERMIT ONLY PARKING, SUNDAY THROUGH SATURDAY FROM 10:00 P.M. TO 6:00 A.M. FINDINGS: The residents on Phillips Avenue, Idahome Street, and Shamwood Street are concerned with residents from the apartment complex on the north- side of Workman Avenue parking in front of their homes. This makes it difficult for the residents to find parking adjacent to their homes and interrupts the street sweeping. In addition, the drivers of those vehicles leave behind litter and debris on private and public properties. In response to the request to restrict parking on Phillips Avenue, Idahome Street and Shamwood Street, a postcard survey of the affected properties of those streets was conducted. City policy requires that at least a majority of the residents be in favor of the parking restriction before it can be implemented. The following table shows the results of the survey. t Z 3:'n"at um�bYa "-fr�w' r Nbe ate+li✓aYfi 'a �;r �s% 3 �a" h7 a `� '�^c} E jai ,� :e-vi* 'X MEN, 5, F�� InpFavor Opposed Na Response � z Phillips 11 7 (64%) 1 3 Avenue Idahome 13 7 (54%) 2 4 Street Shamwood 18 10 (56%) 3 5 Street At present, Section 22-174 of the West Covina Municipal Code does allow for the installation of signs prohibiting or restricting parking of vehicles on certain street portions thereof. The requirements of this section include the issuance of four free permits per dwelling unit. The permits must be displayed in plain view on the dash or hanging from the rear view mirror. Since the permits are registered to a particular address and not a particular vehicle, it may also be used for visitor's vehicles. DISCUSSION: Several residents attended the meeting to discuss a change to the 10:00 P.M. to 6:00 a.m. permit parking restriction to 2:00 a.m. to 6:00 a.m. They presented the committee with a petition signed by 25 of 39 households agreeing with the change. However, the residents from Phillips Avenue who are most affected by the apartment residents parking were concerned that enforcement of the 2:00 a.m. to 6:00 a.m. parking restriction would be difficult. Staff decided to recommend the 2:00 a.m. to 6:00 a.m. restriction for all three street segments, with the exception of the first block of Phillips Avenue from Workman Avenue to 235 North Phillips Avenue. The restriction for that segment of Phillips Avenue will be 10:00 p.m. to 6:00 a.m. 4 C:\Users\ssinclair\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\FIIXJPCT\December TC 2012 Minutes.doc TRAFFIC COMMITTEE RECOMMENDATIONS: E-Workman-Ave t s a�¢4tNE E', 'Qg?W`,,, { k kb fr al .."N TIM s i§ syt 6 x.` s I i,K R1 f 3 ` MINN T T 4f d f f � Y S �; Sx �A' �" Fya a �}` i < It N'�€ 'P�Pfd4ti ¢ip !'1 JY J i .., .— ...— .: ..... .... _ _, .... ,... _ .....�`�.d�$�IU.CMY[;' a'�_ ... .... ..... _ _ _ _ � h�!•f � A3 t'�€ a a , €.� 110111" a: E EV F� Y LL E *+s i Ijii I"Wt7OdSt- _ 1"=50' f I N CitvGIS Copyright (C) 2007, Digital Map Products. All rights reserved. 5—a I Copyright (C) 2007, Digital Map Products. All rights reserved. 1"=60' N CitvGIS � _ — ~ — _ _ _ — — — — _ _ — — _ _ _— -- _ ` — —-- — — — — _ -- — _ _ ___ — — — — — — — — — — — ' — . COPYright (C) 2007, Digital Map Products. All rights reserved. 1"601 ^ .^ mo ` CitvGIS `