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HomeMy WebLinkAbout7.b. Traffic Study for Wensmann Additions Area � CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTtON CITY COUNCIL MEETING DATE: August 1, 1995 AGENDA ITEM: Traffic Study for Wensmann Additions AGENDA SECTION: Area O�d Business PREPARED BY: Bud Osmundson AGENDA c City Engineer/Public Works Director G:IVI � � � AnACHMENTS: Maps & Traffic Counts; OSM Report; APPROVED BY: Accident Report, Petition At the May 16, 1995 Council meeting a. petition was received from Wensmann Addition area residents for the installation of Stop signs on 152nd and 153rd Streets at Darjeeling or Danbury in the southwest corner of Rosemount. Staff was directed to investigate the traffic in the area and determine whether or not these "Stop" signs were warranted. As you are aware, the City has always followed the Minnesota Manual on Unif rm Traffic Control Devices for the installation of signage. In 1993 this area was investigated and "Stop" signs were installed on all the connecting streets to 152nd and 153rd. "Stop" signs were also installed on Darjeeling on either side of 155th Street. Speed limit signs have also been installed. In 1993 there were areas of Darling Path, 156th Street, Danville and Danbury Avenues which were not developed and the streets were not yet constructed. (Cross-hatched on 1993 map) Staff took traffic counts over the last few weeks which are shown on the July 1995 Traffic Volume Map. An accident report also was prepared for the area. OSM Traffic Engineering was asked to investigate the area per the request for Stop sign installation. The OSM report concurs with Staffs previous recommendations in the area. Traffic warrants are not met to install 4-way "Stop" signs at either Darjeeling or Danbury on 152nd and 153rd Street. This is discussed in detail in the report. The major problem found in the area is a perception of speeding traffic. Enforcement of the speed limit in the area should eliminate most of this problem. In the future when Diamond Path is constructed there will be "Stop" signs at 152nd and 155th where they intersect with Diamond Path because Diamond Path will be a major collector. It is Staffs position that when more patrolling in the area is done and Diamond Path is built that many of the perceived problems will be eliminated. The traffic counts clearly show that 152nd/153rd is a major through street. In the future when Diamond Path is complete and December Trail leads somewhere to the East, it is anticipated that traffic on 152nd/153rd will decrease. The traffic counts are not that unusual for a minor neighborhood collector type street. Therefore, it is Staff's recommendation to not install 4-way "Stop" signs on 152nd/153rd or 155th. RECOMMENDED ACTION: Discussion COUNCIL ACTION: 5 � ��� C I TY O F RO S E M O t,! N T 2875 C145th SAt eet West P.O.Box 5J0 Ever thin s Comin U Rosemount!l Rosemou�t,MN * y 9� J A 55068-0510 Phone:612-423•4411 Fax:612-423-SZ03 July 27, 1995 To: Res'rdents of Wensmann Additions Re: Traffic Study for 152nd/153rd Street Wensmann Addition Areas City of Rosemount Dear Resident: On May 16, 1995 the City Council accepted a petition signed by 41 area residents requesting "Stop" signs on 152nd/153rd Street at Danville qvenue. The City of Rosemount (as do all Metropolitan area cities) follows the Minnesota Manual on Uniform Traffic Control Devices as a guide for placement of regulatory signs such as "Stop" signs. "Stop" signs have specific warrants which have to be met before they are placed on streets. After reviewing the traffic counts and accident history in the area, Staff and a consulting traffic engineer have concluded that warrants are not met for the placement of "Stop" signs on 152nd/153rd Street at Danville Avenue. Traffic has increased on 152nd and 153rd since counts were taken in 1993. However, this strest does act as a through street and is signed appropriately at this time. When Diamond Path is constructed "Stop" signs will be placed at 152nd Street and the area will not seem so wide open, which encourages people to drive faster. With an increase in police patrolling in the area and enforcement of the speed timit, traffic will slow down. This information will be presented to the City Council at the August 1, 1995 City Council meeting. The meeting begins at 7:30 p.m. and is at the City Hall on 145th Street. We encourage you to come and voice your concerns. Please call me if you have any further questions. Sincerely, �Cl����.-- �� Bud Osmundson, P.E. City Engineer/Public Works Director cc: Mayor McMenomy Council Members: Anderson Busho Staats Wippermann � Tom Burt, City Administrator � r,���d��.�i�pa�, conraining Sn"� �lOSf�f011Wrtk•/.'ILtPll.il>. � . � .� � �--� �= . � � � � � �� s� �� � � ROSEMOUNT TRAFFIG VOLUMES C � � JULY 1995 COUNTS . # = AVE DAILY TRAFFIC � � � � � � �J�S� �� NOF� „� , , � �� 1120 _ '� i � i � � � � `� �� . . � � � � ��������..3 � � � � . �� 59�z.:` � 1430 � �� �'� � 1 C� � � � fiy �� � � �r vr � s � . �`' ����1� ss� � � �. � � � — � . 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'�. . � ,3, ,�w •�., ;��,� , '," �q , dQ :,r �= 4 ... '��' �� '�.� � f � � � .a 7 W 11 � � ,� ' . � � � . � • . ,'�\ �1 ��M�� 11/ 1% 1 . I � � � IwW Ir.� /v� . . . . � � . • . 1 � . . . . � . . . . � .. . � . . . �\ . .... �._ . • --•�'• ' .. . S�che�tt Ass�ociates,Inc. July 26, 1995 300 Park Place East 5775 Wayzata Boulevard Minneapolis,MN 55416-1228 �/TT. Blld OSII1l1IldSOII 612-595-5775 1-800-753-5775 City Engineer/Public Works Director Fr�c s9s-s��4 Engineers City Of ROSemOUIIt Archrtects 2$75 - 14Sth Street WeSt planners Surveyors ' Rosemount, MN 55068 Re: 152nd/153rd and 155th Streets Traffic Investigation City of Rosemount, Minnesota OSM Project No. 5660.00 Deax Bud: As you requested, OSM has reviewed the intersections of 152nd/153rd at Darjeeling and Danbury Avenues and 155th Street at Darjeeling Path for the possible installation of 4-way stop signs. The results of our analysis and recommendations are discussed herein. A site review was conducted on Monday, July 24, 1995. Traffic volume and accident data was provided by the City Engineering Department. Traffic volume data was collected for 48 hour periods in May and June of 1995. A summary of the traffic counts and the actual count sheets are included in the Appendix. The requirements for 4-way stop sign instailation are outlined in the Minnesota Manual on uniform traffic control devices (MN/MUTCD). The warrants are based on accidents, vehicular volumes and pedestrian volumes. Below is a discussion of each 4-way stop warrant and the result of the analysis. 1. Accidents - 5 or more accidents in one year must occur of a type which can be corrected with a multi-stop sign installation (i.e., right angle, etc.). A. 152rd/153nd Streets: In the past 5 years, S accidents have occurred on 152nd/153rd Street between Shannon Pazkway and the Rosemount City Limits. 6 of the accidents occurred in 1991, 1 in 1992, 1 in 1993, 0 in 1994 and 0 thus far in 1995. Cross street stop signs (i.e., two-way stops) were installed by the City early in 1994. It appears that installation of these signs has eliminated any perceived accident concerns. B. 155th Street: In the past 5 years only 1 accident has been reported on this roadway. 2: Traffic Volumes,(Pedestrians - The following vehicle and pedestrian levels must be obtained in order to meet this warrant. Equal Opportunity Emptoyer Mr. Bud Osmundson July 26, 1995 Page 2 A The total volume in the intersection (all approaches added together) must average 500 vehicles per hour for each and any 8 hours on an average day. B. �, the combined vehicular and pedestrian volume on the minor approach, (Darjeeling or Danbury Avenues) must average at least 200 vehicles for the same 8 hour period. C. When SSth percentile speed exceeds 40 miles per hour on the major street, the above requirements can be reduced by 30%. This warrant would not apply to any of the intersections analyzed as part of this study. Based on the requirements stated above, the site review and an operational analysis of the intersections and roadways, the following conclusions can be made: 152nd�153rd Street • The intersections of 152nd/153rd Street at Darjeeling and Danbury Avenues do not meet the requirements for 4-way stop sign installation. The warrant analysis worksheets are included in the Appendix. • 152nd/153rd Street is a through street extending from Shannon Parkway to Dodd Road in Apple Valley. • The installation of stop signs on 152nd/153rd Street at Darjeeling Avenue or Danbury Avenue would cause unnecessary delays to the traveling public. • The installation of stop signs on 152nd/153rd Street at Darjeeling Avenue or Danbury Avenue would increase noise and pollution levels due to the starting and stopping of the vehicles at the intersections. • With the small amount of traffic on the side streets, (Darjeeling or Danbury Avenues) in comparison to 152nd/153rd Street, the enforcement of the stop signs could be difficult. People would tend to roll through the stop sign rather than stopping when there is no oncoming traffic on the side streets. This could cause an additional accident concern in the future. • The traffic patterns on 152nd/153rd Street will be changing with the eartension of Diamond Path south of CSAH 42. NIr. Bud Osmundson July 26, 1995 Page 3 155th Street • The intersection of Darjeeling Avenue at 155th street does not meet the requirements for 4-way stop sign installation. The warrant analysis worksheets can be found in the Appendix. • The traffic volume on Darjeeling Avenue is approximately double that of 155th Street. However, this volume is still very small. (Less than 500 vehicles per day.) � • Both Darjeeling Avenue and 155th Street are not through streets (i.e., they end at other residential streets}. The traf�c through this intersection is all local to the area. Based on the conclusions discussed above, it is my recommendation that 4-way stop sign control n�t be installed at the intersections of 152nd/153rd Street and Daxjeeling Avenue, 152nd/153rd Street and Danbury Avenue or 155th Street and Darjeeling Path. Should you have any questions on this matter or require any additional information, please feel free to give me a call at 595-5725. Sincerely, ORR-SCHELEN-MAYERON & ASSOCIATES, INC. t .. Charles Rick Traffic Operations Engineer c: Ron Bray, OSM Tom Angus, OSM �:��m��s�ro�.� �Run: 27-Ju1-r45 11:48 CFSi4 ROSEI10lA�lT PQLICE DEPARTtENT Pa9e 1 Pri�at�r ISN's onlY: Yes Enfors Calls For Service Be9in IIate and Tiae: 47/27/90 00:00 Locations Select4d: End Date and Tiie: 47/27/95 11:48 1NCIDENT SU'M�iRY HY ACTIVITI Strest: 155 ST N t� Received: Ali Addr�: 404104 thru 004540 �tiYltl! Rl5UI�4lI: 0940d thru 0942Q CitY: R�lT D15P051t101iS� A�� Offis�rs/8ad9es: A11 Grids: All Patrol Areas: All Pknber Re�ark lines: 4 D PRI INCIDENT N I TIl'E �1TE ACTIVITY GRID P/A LOCATIOH APT CITY OFf t�A'I�R IS'PI R S t�CV �TID t+t� Q9400 I 44 4300 155 ST V! RI�M�lT 517 95000?58 1 R 5 0901 1/18l45 NILi.EER� iU�IIEL �ATRI ip�,p MILLER V. MYERS/ST�TE RfP�tT/MYERS CITED F[�t FAIL TO YIEl.D � RePort Totals: 1 Incidents < I�� Run: 27-Ju1-�45 iQ:34 CFS14 RQSEIi�lT POLICE DEPAR7tfM Pa9e 1 Pri�aeY ISN's onlY: Yes Enfars Calls For Service • • • ocatians Seiected: Besin Date and Tia�e• 07127J94 00•08 � End Datt and Tise: 47/27/95 10•34 INCID�NT S'U9�ARY BY ACTIVITY Street: DAMB�Y AVE N Har Received: All Addr�: a15�Q thru 015.500 AC�1YitY R45UZtE�: 09444 thru 09420 CitY: R1� Dis�ositians: Ail OfficerslBadses: Aii Grid�: Ait - Patroi Areas: Alt Nuwber Re�ark line�: 4 D PRI I�I�1't N I TIME DATE ACTIVITY GRID P/A L�ATION APT CITY t)FF filt�ER ISN R S l�CV f�EPORTED NAME Q9402 1 44 15300 DAI�tY AVE �l �L�IT 511 938Q3273 1 R C 2906 8/48/93 KNOKE� Sil�! �1 10-52 V. RANDAII./MIt�OR 10-52/DR DID t�T TRANSPQR'T/5TATE REPORT � RePort Totals: 1 Incidents • � ' �l r f + � �� Y' ��t,�G�� ,� � �.-on ���- � �� � �r�fwbi�e� Fsts .o .1 iA!.�sa �-�a� .� Ai,N ,,i i+ +T1_ f_iauv>> tu� a -r—nvay .,r?av + i� .7LiC`-.."�� �� "s::•=�!:y, n � V caL ia�v� . � �.i+Gi�f��..._71tt�' Jr,.,_� as.� �t� .„� , f11 �.�it'. ii ili.i`v'Jl v� ,".iL::;iC �cf.��.� l�.�vC�v:+Iti1C� 3 (� +�a °�C r��l t •.i�.. . � �'+ar c_. �C�... rr�...G�ivG C�i�. �.."iiul C� :�7�:C ��rv�vyiT� vr �..vv::fr•�+ �•n �or.•..�1�n► ..h11i+Y9Y1 hn'fpMinr� y, . . . Y r � i��.., a. �. • iv� ...�:��w�v�i �v�w��w�e:.' .S{�i�i�i�ii[.i�.:vt�."'..C.�i. =ry u�'�.. ���c:-��y;.�� ;::�;c�r,w ;-�er���,� r;�quesi Lhe �r�s�ilation ot a �-;Nav stop sigr. ��.,....., � �:.�.;� _ n�it'ai�5S "" �,�;�a�are ��1������;��� C� ; , - �. � � _ �._ ��--1--°--��a--L�c._�e� '��o(�/I5 � �.�._� -� �"�ren �r�i�s y3lo �v �5 �S� C� — .,. � :�. 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