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HomeMy WebLinkAbout2008-01-16 PACKET 08.B.REQUEST OF CITY COUNCI� ACTION COUNCIL AGENDA MEETING ITEM # DATE 01/16/08 . . PREPARED BY: En,qineering Jennifer Levitt ORIGINATING DEPARTM�NT STRFF AUTHOR �.��������,���,���.�,�.���.����.���.����.��..��� COUNCIL ACTION REQUEST: Receive information and provide comments and feedback on study alternatives. STAFF RECOMMENDATION: Receive information and provide comments and feedback on study alternatives. G� •: •1111 •► � � •l ❑ PLANNING , ❑ PUBLIC SAFETY ❑ PUBLIC WORKS ❑ PARKS AND RECREATION ❑ HUMAN SERVICES/RIGHTS ❑ ECONOMIC DEV. AUTHORITY ❑ SUPPORTING DOCUMENTS: DATE REVIEWED ❑ ❑ ❑ ❑ ❑ ❑ ❑ APPROVED ❑ ❑ ❑ ❑ ❑ ❑ ❑ DENIED ❑ ❑ ❑ ❑ ❑ ❑ ❑ � MEMO/LETTER: Jennifer Levitt January 9, 2008. ❑ RESOLUTION: ❑ ORDINANCE: ❑ ENGINEERING RECOMMENDATION: ❑ LEGAL RECOMMENDATION: � OTHER: Cottage Grove Southwest Area Transportation Study Cottage Grove Soutnwest Area Transportation Maps. ADMINISTRATORS COMMENTS: PowerPoint, Various ' �` <�-a�L%•��'"'"��`� f ._9t_c� r� � City Administrator � Date * :F •k :F :F W k Yt k * :F k :F * * * k * :F :F :F Y: % :F ft * * * R 'k * 1t * * 'k * k 'k 'k 'k % * 'k 'k R 'k * * COUNCIL ACTION TAKEN: ❑ APPROVED ❑ DENIED ��OTHER CITY OF COTTAGE GROVE MINNESOTA To: Honorable Mayor and City Council Ryan Schroeder, City Administrator From: Jennifer M. Levitt, P.E., City Engineer Date: January 9, 2008 Re: Southwest Area Transportation Study: Receive information and provide comments Council authorized the cooperative agreement with Washington County on June 6, 2007 for the CSAH 19, CR 19A, CR 75 and review of a possible new route identification for the southeastern part of the County. As part of the study a project team was established with representatives from 3M Corporation, Cities of Cottage Grove and St. Paul Park, Grey Cloud Island To�vnship, Washington County, and YInDOT. The Project Team has met monthly for the last six months to review options and discuss alternatives. Washington Counry and SEH will be making the presentation of the study findings at the Council meeting and representatives from 3M will be present to answer questions and provide comment. Budgeting for this project was included in the 2007-2011 CIP at $15Q000 (cost split of 50/50 with Washington Co.) and is reflected in the draft CIP for 2008-2012. The actual contract with SEH is far $74,400. The key objectives of the study was to determine if traffic demands warranted a road system bcyond a local street in the southwestern part of the county, develop a concept level route through the area, determine jt�risdictional responsibility for the road systein, and develop a concept for the interchange of TH 61 and Keats Avenue. All of these questiuns are critical to answer, because both the City and the County need to update their respective transportation comprehensive plans in 2008. The information from this study will be incorporated into the transporiation element of the 2008 comprehensive plan update. Enclosed are fhe Alternatives Maps for the original �ve alternatives. The original alternatives were: • Base Alternative - Keep esisting roadway alignmenis; may need to expand esisting roads. • Alternative 1- New easthvest corridor along 100t1�/] 03rd alignment with direct connection to Keats/TH 61. ■ Alternative 2- New east/west corridor along 100th/103rd alignment ending at Jamaica with a frontage road connection between Jamaica and Keats. • Alternative 3- New easUwest corridar along 95th alignment with direct connection to Keats/TI I 61. Alternative 4- New easdwest corridor along 100th/103rd alignment ending at Jamaica and no public street connection between Jamaica and Keats. A comparison of the alternatives indicates the following: The forecasts for Alternative 1 and Alternative 3 are similar, and the forecasts for the Base Alternative and Alternative 2 are similar. The better the connection between Jamaica and Keats on the south side of TH 61 means more h�affic wiii use this connection and less traffic will utilize TH 61 between Jamaica and Keats. Par example, comparing Alternative 1 to Alternative 4, the connection south of TH 61 has an ADT of 8,100 and about 6,600 less vehicles use 1'H 61. Comparing Alternative 1 to Alteinative 2, Alternative 1 has about 4,800 more vehicles using the connection south of TH 61 and about 3,000 less vehicles on TH 61. Keeping traffic off TH 61 and out of the TH 61/Jamaica interchange is beneficial to the overall transporiation system in the area, so that Alternative l or 3 represent the best alternatives from a transportation system perspective. This point was critical in the MnDO'I"s review of the alternatives; the key point is the DOT does not want TI161 utilized for short trips. Key Findings from Modeling: ■ The traftic volumes tmder any of the aiternatives suggest that the new easUwest corridor should be a 4-lane roadway (ADTs are generally over 10,000 along the corridor). ■ The alternatives suggest that Hadley Ave. will have traffic volumes that cannot be adequately handled by the existing 2-lane road. ■ Jamaica Ave. between TH 61 and the new east/west connector will have traffic volumes that suggest the need for a 4-lane road. ■ The alternatives suggest that Keats Ave. north of TH 61 will need to be a 4-lane roadway and that the Keats bridge over TH 61 �vill need to accommodate a 4-tane roadway. Further Alternative Options: The next step in the process was to develop more details on an alignment utilizing the Alternative 1 concept. The nest series of alternative alignments options include (NOTE: These are concebtual and are lon�-term plannin� toolsl: Alternative 1: This alternative provided for new bridge at a skew over TH61. If a new bridge was built rather then expanding the esisting, there would be the ability to keep traffic flowing through the area during construction. The alterative provided for 50 mph curves and quarter-mile spacing of intersections. This alternative presented problems for 3M with access issues, I�omeland Security and bisecting of useable land. Alignment lA: The next alignment looked at was lA, which improved the access concerns from 3M with the new interchange configuration, yet it still bisected 3M's property negatively. "I'he alternative providcd for West Point Douglas to be connected, which would provide the Langdon area with greater access options. The design speed of the curves in this alignment is 40 mph. Alignment 3M-l: Alignment lA was provided to Project Team and 3M came back with two deviations of the alignment (3M-1 and 3M-2). This alignment meets the land use and Homeland Security objectives of 3M. 'fhis option does bisect a small portion of the Langdon area, yet provides for good access for West Point Douglas Road. This option minimizes wetland impacts. The option does assume a bridge over the railroad similar to the other options. Alignment 3M-2: This option also assumes a bridge over the railroad. The negative wetland impacts in this option could potentially rule it out as a viable option. Also, fliis option creates more land segregation in the Langdon area. The design speed of ihe curves in ihis option is 40 mph. At this time City and County staff support both Aligmnent lA and Alignment 3M-t. Additional Stucly Issues: As part of this study, the access point to the north of the TH61 interchange was studied in more detail than what was done during the AUAR. The plan shows East Point Douglas extending approsimately a quarter-mile north of the interchange. The County determined the access spacing to the north based upon design related issues surrotmding the existing steep grade issues on CSAH 19. This new intersection location, as shown on Alignment lA, shows an intersection of East Point Douglas Road that would serve a commercial area to the nortl�west and a new Ravine Regional Park main entrauce access. There still nceds to be further discussion on how to terminate East Point Douglas Road from the south at CSAH 19, at this time access would be limited to a right-in/right-out. Alsa there are still some outstanding issues on the best alignment to the west to provide continuity of the road network, such as 100` Street and/or 103` Street and where the road terminates. �iext Steps: It is irnporiant to refine the interchange concept, so that preliminary design can begin and realistic cost estimates generated. "1'he design effort and engineers estimate are needed to pursue various funding options in the firture. It is also important to understand the ultimatc layout, so as development occurs in the area the necessary rigl�t-of-way can be acquired, cost pairticipation levels can be determined, and overall planning efiorts will not be duplicated. The information from this study will be included in the City's 2008 Comprehensive Plan and will be an important planning document as development occurs. Recommendation: Receive infonnation and provide comments and feedback on study alternatives. Study Process Cottage Grove Southwest Area Transportation Study �, Washington . �.. � . ='� �OUri$j� u"s� ��� Study Goals �uanhfy traffic needs of Ihat paM1 of Cottaqe Grove south of Highway 61 antl west of innovation Road (COUnty Road 79A) Develop a concept-ievel aliqnmenl for a new roule lhrough the area, with inpN hom - Cotlage Grove - Washingf�n County - 3M Corporahon - Grey Cloutl Islantl Township - St PaN Park Detertnine appmpriate �unstlidion of a route through the area - OtyorCOUnty Develop a conceptfor a new interchange at Wghway 61 antl InnovaGan Road to accommodate traRC genereted by development north and sou�h of Mghway 61 - Planned development scenarms - 3M expanson Selected SEH, Inc to perform traffic analysis and develop alternatives. Formed Project Management Team, with representatives from 3M Corporation, City, County, Grey Cloud Island Township. ST. Paul Park, and MN/DOT. Monthly PMT meetings for past six months. City/County staff meetings as needed. Cost split 50-50 between City and County. 's -- " � ��. i�',':�, ( � � I COTTAGE GROVE iUTURE LANU USE Potential Road Alignments ��~� , . � � � `� � -�; � ; � �ID � � { �Y ' ;,q�v � � �� ��1�. '° ��*° � . '_ iy "'" -r_` . :� „ +' P 'i � , � A ' , .ii � - X . . ' �m �t 1 ;� � � r � : , ' - , . � < ` � �: 1,� � `� ' wi � ' '" � 1 , �`t �' � ,�;� �" 'V'% �/d � �^1 a ' i .- � �M _ Yli fr � Y ' .1:� � ' � • ff.:_. I Traffic Forecast Conclusions: • A continuous easUwest collector or arterial roadway diverts traffic from Jamaica Avenue to the new route. • A singie, four-lane arterial road would SBIVB dBI1l8nC�. • A pair of two-lane roads would serve demand. Traffic Forecast Alternatives: __ , � - y .:g , -, �.� �"�+ � r � _ _ _7 4^"'� ; ��' 4 :'� `���°� � ° ' � v �° � S . T � ^ t k. � * i � ,aY � _n ` � �� �, y\ �{ �� , ^ � .. _' ✓. .. - ::T`�'kn'w+`.�g��'-a��w e� . m . „�¢ ,��'� , ���� � � � � T✓ , 3 , , ,�,� � b .�`�' y5\ - �4 �° � . �� Ir . :'�,.'� 4 m'. ,:: ��� , -^c.� �" I�, _,.. ___. � , - .' - -�,� 4 � �._� Alternative 1 I 7 ` v �'��. '. '`' �;"a� rr� __ _ _ _ _ � s'� , � � , w. �. s ,, � � � �, .,.. ,».� I � : x -. ` ^ '�' :; +.!hw, k � e: ��l� *^ ..�....,'. T - ..,�S i . �, , l . �d q�l. ,�� , �: io f '��f � � �/ - �r�..F�; G K' � i yty4yj6„l�iJ ,. . �i� 4 ' j /��li�� �;ig�»..�,., I x:. r'��',' 4 � �'� � 'cacracE � C m�, ; � �� � '^ , I � �� � ' -- -' ' 3M� - � � ��- i _� � �:, ' .. ..--.' �'In`. � _ _ _ , �<. I dFe` �.... a-.; i ���� � 2 Alternative 2 z a. �iT;1 - ; - � , i ,, i*s ��a.., "� et ��..���,.' � , , �-. � °�� _ � � � �� j � � G :l� L— , t � _ _... � .�� �`� , L. . JM_ . Alternative 4 - �; ,�, , �cr;', v - � ,-, , S°� ��+5' wrwe I � 3� �" � "„ ea�� I '� 1 . , ` `°�-f �Y':. .r. , �, ^�. _'1�J �'�x''� I� , . i �. � �car c� � i � - Y 4`� : - �� ~ .� , � ,.. aM � �. �� �;�'�,,., #��: �'�S. s M.m ', ��*y��.�„'��,. , , s�„'t.ic�:"- j. — —°— t r., �`', �:.� �� � I �-�„ , .;. � � I� j � . _ 3 ,.� . .,�,� �.� �, �. � t t � ''-i �... � _9� -! . Study Conclusion • A single four-lane arterial roadway, under Washington County jurisdiction is recommended. Countyjurisdictionwould require: - Continuity - Minimum design speed of 40 MPH -Access spacing according to County and MN/DOT standards - Continuity to west. � Alternative 3 Alternative 1 ,i Y:. 'S "� °� ' Alignment 1A , ..� °. � j , �� ._ n�.. r�y,i D . .� ��', , Yy.r..yfy� I���,�S.f�_�.:�i.' `,�ti , �;.�s �6 Y:}bt �. .. '� 5 `'.�_ . � 1 ..... �n�'��:t �!, —^� .� 1 �.c ,f.3 e �' . �� . � .:`�'�'' I , ';._r�' i ^� pp�'; ' ', i°;.:.: �-�:�-".. � Alignment 3M-2 Alignment 3M-1 Other Issues Retail development in north west quadrant of Innovation Road and Highway 61. Cottage Grove Ravine Regional Park access. East Point Douglas Road continuity. Continudy and alignment of road to west. - Alignment along 100'n Street andlor 103�° Street? - Where wili road terminate? - Will the new route address Homeland Security concems of the 3M site� Next Steps • Refine Interchange Concept • Update City and County Comprehensive Plans to Include Study Recommendations • Official Mapping -Enwronmental Study - Preliminary Design • Funding 5 ' I C�3°fTA�E C�RL�V� FISl'URE Ll��JL� tlSE - --- �� � � ,g_ ; Qi' ���� � � .. � � i w > — i5TH 5T ��-�.l° - -�.� i I I i '' __ _ _ ^ � t— G�, i ' I f � Y "� Ili�_',' _ — I_' ,.1 � , �- sq � �p �� � �� sT icsnfr�a 6 �_ _ _� _--� - - t .. +� —_ - - - � ,_ � � -�- ,---,�' ' Q - O7 1L-�W 2m7�� � -- -- - - y .s �� ° -, �_ ,1 - ' I -- � -- vo "°�� mT I � _';il FUTURE LAND USE � �__ i J_ �_ �' «r,,. �.�,.., e.P > � �zP:��r � ��� - pi°qM _ � - _"- i � ' � �,� = � I - �i' �� I l i � i � ' � _ ll __ I I �' __ d 7TH ET g � � - _�.,,� �� 'SOTFIST � �����. 8 HSif� ' _ I �iz '� � ,�' ' L = � — I _ ° _� m I , , , , � -� _' ' � ' 1 i i i _ - \� _ = _ _ � ' � � -� � � � � � i � ., ��: �.,,_ 85TH 7� � � I,lif i i � � �� � � ¢�s I �¢ �� � " _ 0 „Y _ _i.-�- , - ���� � -� u � � �Q I ' ' � -' -- w ._ .., z � - _ i_;�a`-`r i ----- — E, s - _ � ' � I J I -- " - -� � 5' T +�'_ � , — _ ._ ,, ��,_�=r-= '�+ -° y - -.'�jb` ,¢_. _ . � ' � � � _� � � � � _; � � -� � ��:, � � �� -� � � ��. � . - -�- - z ��=� - y Q i �y E �,` � �;, �" — � � y a� --� -- - " � I � � , <°- 'j� �� � , -_�;�-°� -; i C � , i _ i - - �- . , - I � 3= I ,.�_�.,_.� - i [,� a os:. i '� �j , - � � I ° , . .. � -�,' , I ,z: ;. , - - -- , —'Q -- - 4 . .t " a' p , Y I � ,-1L m�f m C � � .f� h _..,I I 1 : ...T„ - , � i '� �',,��¢��., � ��� � � � i...�:. � -"°y�l�i � r:? _ `�' - \ ' r � l ' - � - _ _ ., ` � , � I .,� � ' � _ � r \` -- 5 w � � -..__�..�� � -- ._.,_.` -\`\��� � / � ` ` C�� _ _ — --- , j� . .. . • f . , , ., i y.:, � , , _. zr.'.� �.'v ���1'''' - - "t �` fi Fo [ .+ri�+iti:i»'"� ' -- - .,y..; 1i.�\,� �� I �� e _ �, ,_ Tit , -. k ? � t�,.Y. }. r«-S�1a ! j., 4 T —_ __ : .�, �� � 4 x(� t ��, t`�������x�3^� - }hi ��� r5'? 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