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10.C.2. Approval of Vierling Drive/CSAH 17 and CSAH 17/North Ramp TH 169 Intersection Imporvement Layout-Res. No. 7245
10.C. a CITY OF SHAKOPEE Memorandum TO: Mayor & City Council Mark McNeill, City Administrator FROM: Bruce Loney, Public Works Director SUBJECT: Vierling Drive & CSAH 17 Intersection Layout Approval DATE: October 16, 2012 ACTION SOUGHT: Adoption of Resolution No. 7245 approving the Vierling Drive /CSAH 17 intersection layout. INTRODUCTION: This project has proceeded to where layout approval and right of way acquisition is necessary. BACKGROUND: On February 21, 2012 the City Council approved a cooperative agreement with Scott County on the CSAH 17 & Vierling Drive and CSAH 17 & TH 169 north ramp intersection improvements. The Council also approved an extension agreement with Bolton & Menk, Inc. for engineering design services. During 2012, Bolton & Menk has conducted monthly Project Management Team meetings, obtained traffic information and met with City Council on concepts before conducting an open house on June 14, 2012. Input was received from several property owners that would be affected by the improvements. Generally there was positive feedback on the project and a strong desire to keep a left turn lane on Vierling Drive to the Cub Food shopping area. Bolton & Menk has developed east and west widening concepts and will present these alternatives to Council. City staff and County staff have reviewed the alternatives and would recommend the east alternative. Chris Chromy of Bolton & Menk has an attached rationale for both alternatives in order to compare and contrast the alternatives. A notice was sent to affected property owners and participants in the open house on the layout approval item. The project schedule is such that a layout approval and authorization of right of way is necessary at this time. A public open house will be conducted in December to show the project layout in more detail. The main reasons for the east widening alternative are as follows: 1. Reduces the right of way and potential costs 2. Allows for a boulevard for sidewalks on CSAH 17 Some of the design highlights for either alternative are as follows: 1. Additional left turn lane on CSAH 17 to westbound Vierling Drive 2. Signal at Vierling Drive & Tasha Boulevard to prevent backups on CSAH 17 & Vierling Drive Intersection 3. Closure of right in access to Walgreens 4. Extension of right turn lane on Vierling Drive to Tasha Boulevard 5. Pavement rehabilitation on Vierling Drive from Heather Street to Miller Street 6. Additional lane on TH 169 north ramp ALTERNATIVES: 1. Approve a motion adopting Resolution No. 7245, a resolution approving the CSAH 17 & Vierling Drive intersection layout. 2. Do not approve Resolution No. 7245 3. Table for additional information. BUDGET IMPACT: This project is funded through Federal, State and City funds (CIF). RECOMMENDATION: Staff would recommend Alternative No. 1. as per the reasons mentioned in the memo. RELATIONSHIP TO VISIONING: This supports Goal D: "Maintain, improve and create strong partnerships with other public and private sector entities" and Goal E, "Deliver effective and efficient public services by a staff of well- trained, caring, and professional employees ". ACTION REQUESTED: Approve a motion adopting Resolution No. 7245, a resolution approving the CSAH 17 & Vierling Drive intersection layout. 4 44g Bruce Loney, P.E. Public Works Director ENGR 20I2PROJECTSiCOUNCIL V ierlingDr &CSAH 17lntersectionLayoutApproval RESOLUTION NO. 7245 A Resolution Approving the CSAH 17/Vierling Drive & TH 169 North Ramp Intersection Layout WHEREAS, the intersections of CSAH 17 & Vierling Drive and CSAH 17 & TH 169 North Ramp are being designed by the City to improve safety and accommodate future traffic growth; and WHEREAS, the City has secured Federal Highway Safety Improvement Project funding for the project that will allow it to be constructed in 2014; and WHEREAS, the layout proposed by the City for the CSAH 17/Vierling Drive and CSAH 17 & TH 169 North Ramp Intersections is consistent with City Council direction and addresses City transportation and pedestrian facility needs. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA: 1. The recitals set forth above are incorporated herein. 2. The City approves the preliminary layout for the East Widening Alternative on the CSAH 17/Vierling Drive and CSAH 17 & TH 169 North Ramp Intersection Layout, as presented at the October 16, 2012 Council meeting. Adopted in session of the City Council of the City of Shakopee, Minnesota, held this day of , 2012. Mayor of the City of Shakopee ATTEST: City Clerk ENGR 2012-PROJECTS COUNCIL RES7245APPROVE CSAH17 &VIERLINGDRLAYOUT CH 17 at Vierling Drive and US 169 North Ramp Widening Alternative Compare /Contrast Monday, October 08, 2012 East Widening Option West Widening Option Notes Project Objectives Increase capacity of WB US 169 to SB CH 17 Left Turn Expected Expected Increase capacity of NB CH 17 to WB Vierling Drive Left Turn Expected Expected Address Existing Safety Deficiencies on Arterial Roadways Expected Expected Address turn lane deficiencies at Vierling Drive and Tasha Expected Expected Both options extend the WB right turn and signalizes the Blvd. WB left turn at Tasha Blvd Improve pedestrian facilities Expected Expected Both option meet ADA /PROWAG guidelines Ability to meet long term travel demands. Not Expected Not Expected Ability to serve immediate and short term needs within Uncertainty of cost of physical impacts to properties Expected Potential Risk establish project budget increases risk of west widening option Project Impacts Area of roadway pavement widening on CH 17 (sq ft) Approx. 22,000 sq ft Approx. 22,000 sq ft Need to confirm with revised concept drawing CH 17 Trail Replacement (lin ft) 500' 0' CH 17 Sidewalk Replacement (lin ft) 0' 300' CH 17 Trail /Sidewalk with little or no Blvd (lin ft) 0' 300' Ability to complete widening within existing R/W and Not Expected Not Expected easements Permanent easement (PE) needs (approx. sq. ft. area / 8 of 0 / 0 4325 / 2 parcels) Temporary easement (TE) needs (approx. area and fi of 7000 / 2 3775 / 1 parcels) Total PE & TE Needs (approx. area and N of parcels) 7000 / 2 7900 / 2 13% greater physical impact to adjacent property owners Potential for business interferance during construction Not Expected Potential Risk Impact to utilities within private easement (Centerpointe) Not Expected Not Expected Need to confirm with Centerpoint field personnel Impact to SPUC powerline 2 pole removals Not Expected Pole removals within area of redundant underground line, impact to line is minor Project Management Team (PMT) Recommendation It - a > . 4 a � 4 A. LAYOUT LEGEND •ELL• i ¢° / e •1 � 1 'y+' < - �� PROPOSED ROADWAY L„ J � \ RAISED CONC. MEDIAN. CURB d GUTTER. � Cy �' ^ 6^ � (p } , L a'J 0 ,, • .Y ® PED RAMP. CONCRETE WALK ,L �� i ^.��j•�+` / Jfik p',�.� lib ,f r / t � .L ' r. ® BITUMINOUS TRAIL , , — 4 • . 6 V , Q OM. / ,p, , d , , 4, ..--I - - - - EXISTING -Z `yp _ S.1 __ PERMANENT D ry �� p / -" i•c 1 « n yi, PERMANENT G.1. ,- . A 6 PROPERTY LINE � i. v \ ' �F 3 • f MV oa vE k INPLACE TRAFFIC SIGNAL a- } j 3 G e 4 CJ �iB VIJjRL OR vE ' , • , JJ ' 'r► � � ... " . J ' \ PROPOSED TRAFFIC SIGNAL 'r , ii - i ,9 • r , "F: 4S _ - sE lJ s T. SL • Yi g5gp v„ • C L IOW11" , mm Q L VO .r . ' w e /it; B4 1�, I w Q . \ a j , ®s j a M1. I Iii. m.o. 41/16 / ) \ r .t l o.�a ss 1 , T) s / / t '5* ,,, - i C.' t /.,1 \ Iiv ,e . MI 0 fot■CA 4 I Ii ° 1 ' � I 84 � � RR py�p1� $/ , r J I _.. - ill 4 ..LLV.j,a ..a CSAH 17 I '.,. wi " 1 - EXISTI SPEED = 40 MPH � —1- s .. • �. iiit. vw firME55 i 2012 T = 21,800 vpd . , j „tp } 4 2013 AADT = 22,000 vpd (PROJECTED) o I � , j j i - e, t♦e + ,. \ - , � 2033 AADT = 32,100 vpd (PROJECTED) - l - z l �o� �i yam, OSITf. > B ,, •4fAEENS . .. A` _ ' ' A B C1 _ Ai 5 J 1 a r L., e a' 1 1 1 1f ,fr ,w k v - \ 44....4 Nre a ' k ' a 1 333 0p 11 :, j f -, CSAH 17 s - t _ - T9.......• ` ' r - -” 1 iiiirligjli: iii r : j _ 2012 AADT — 17,100 vpd EXISTING SPEED = 40 MPH -" - - ... 4 se aeN IT --- - � - ti , ° .. 4 tl 4 ) t t� k -.# � . _ j.-_I 20 AADT = ,00 1 vpd jected) x _� .,; _ a! :. - - -- --- -.— ._._ -- - -- -- - ---_ �_ 2033 13 AA DT = 24 vpd (Pro ed) . l i - -_ _ . `� _- ___- " -- - - _- ' I.-. .._ ' — La _ -- � ___ - . ' O� ___— . - -- + ii` . n 1 1 y . . —; o 4 . .BB, s { j n a ` t y 1 - r l xi LUKE ii ?�' H 6O.> 1 J "" b +' F a Y 0 al s : , W d { p P 1 1 - 3 t O.LEIN B.. "_ � a ef+e M. m , , tv Al i I M M,- APR r C-2 www ', .' —4' �� iza °a °a° ~' fi b` . � R W a y .1 y p i; X 0 0 0 -t C t Su #rfE y ; . T A Z 44 . , v4 ilt. J r t y c ° c _ m � = RAMSEY ST s .• 10/9/2012 It % CSAH 17 & VIERLING DRIVE 4141 m /Ix SHAKOPEE Scoti 414 a. WIDENING TO THE EAST OPTION a IL ISrS C e•E 1 t SPEED = 40 MPH AIM .� �, . u * _ z , r 1 oar / ,� LAYOUT LEGEND » * g► , �� `o` , e � e i PROPOSED ROADWAY ' ` Q �' Y O , �` a` � \ MEM RAISED CONC. MEDIAN, CURB & GUTTER .Al O 1 ^ (" y l o „x1" - /'' r d/ r• + 1 - Y „ ® PE D RAMP. CONCRETE WALK W r ���VO� AAA j / / A S , a t .- . - * , um „i . a. • !. I -' A BITUMINOUS TRAIL 4v(r� p ' ' 1. ASS - - - EXISTING RIGHT -OF -WAY ../ ..110 J 4 � p IP/ / � a ' ►+ I d A ^ p PERMANENT DRAINAGE /UTILITY ay , .cCI1,�1, �! TILITY EASEMENT + Ma ` L ,' \ ` I • 1 , . 1 PERMANENT GAS EASMENT it/ e 1 1 PROPERTY LINE J ", ! • 40, j A. .i mot. ,) ....y{..►► APPROXIMATE CONSTRUCTION LIMITS .t (!8 Yom/ O�YE SO 0 INP ` UCE TRAFFIC SIGNAL ^ '�- '+ .U' Mal DRIVE • '•., do PROPOSED TRAFFIC SIGNAL [= -r� •" -114 J ; R _ NA mlt n t, I • AsnEgEts ilf t T it PIZZA 99.4110, 7 r, Iw.n if o- •_- ,, •r " 4 ti • 33 ,L �L c I .Rlo E. f o 4SH4 @ Vp ±. ! A•• . ' ". 4 A.., _. ,...„ 1A, go j -A' p, n.c i w 1 t s 1 t 6 441. ! 1 lit • •. ''*,� " . r `' .n, A. )CSAH 17 r 1 EXISTI # i .a > -+. NG; i - i ' , � A 2012 A T = 21 � sa.. rI €ss IE , 800 vpd .,� ,yy , � + 2013 AADT = 22,000 vpd (PROJECTED) � ' r o� -u I .1 S>' if '�" 1 2033 AADT = 32,100 vpd (PROJECTED) . ` : Z CD I \-, � r 1 M I 4.1 IarAEExs�. n t 1 r j 13 20 %.19 „ ! : r .” CSAH 17 -. d s ' . s " t t EXISTING SPEED = 40 MPH 4 se cs•� " ' 2012 AADT = 17,100 vpd " n , s +, - - -� , -,a _' -. _ - - L , ,i : .. `a' �"� 1" : I'S §•' ) '� = a ) 2013 AADT = 17,100 vpd (Projected) - -- - ° - . - . .." '..�. \ ^ ', - --� -- --- -- - - - - - --- —,-Z 2 _- 2 = ! vpd ( Projedied) _- i , 033 AADT 24 000 ..» - - a - r ..0 ,.K , n � .,� Ins . - - _ --------------'3--. a ..n ., U..ue .. . — �_ - - -- --- - -- -- A sa ° -- - J k fi I I ' ., a a R - - " t r a u..I lip , , " c %%IX. '"° Anev 5 ' Oa ' , . I : _! , : : _ � if - OnElb euw a., : ' -4111 {144' I 0 � - - 1 i o °p � n r �.... . w 'J 1 ' - - I W ! ") f"1 . . : tl, 11 II r 1 i .. �, a 1 1 c s ccu•rm 4w! .. O y aea v ,.. n, Z " - ] E up. - ""r L o f a." rr 212,70921 . r s Y1 y M ik ,. of . j .. Y , u — 1 —= C -- t, RAMSEY ST S s �' £ le 10/ * 0. 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' Need for Improvemen� � °Yp� ' � '` �,�. Z �..� _.. , � � .�.Y «t � �, � � :�—�y �� —� •$ �� i..�.�... �'"i{.• � r. r � ...,. .. �� .. . ... �i�a� �+;` ��� �,����� , i k �'� 4 i ` ' 1,r ��f1� ,� �� �.....'.�....'�. � _4! 1.CH 17 I ver1ing Intersection • • ' -�`'"�' �' �" � a' 1' "�y(— ..�� ;�� � ;:.�,� '�?' #„_ , .� .,,,.. A.Left-tuming traffic e�ends beyond tum � ' ,` s „�" � '„�; '"�`' � 'n.'"��i�,� Asg�,'- ,�.- "���� '��r''�f�t `��� lane into thru traffic w ' ��•.••:� . „ " �' ° (�'�s ' ,., �( r ' `�. l�.W:^��+.� � .�. _.�r Y.Y7�E__� 7' � •� '��`�`"'"���� B. HigheSt C!'dSh IOCBtiOr1S m Sh2kO�C ` �` r�',,�- f�'.�•�` �^�--' •,�y� - �, ��%' . ° � d��'+ �'�'�� ��," �"��"►a� � C.Many injury crash , f �. �' "�i� � ��..� ^ �.�:,w�. T � .. �.� � ,� � � � --�,; ,�„�, x �� � d ,r+ � i �� a � �.:. �� � ,- D_ Most are rear-end crashes due to • ° � �.� , ���` r ` �, ' � ' . , ��' � ��� � _� � {� � . , � tra�c back-ups and closely spact�ci � . ' �t,! 1,w , •, , _ ��� 4 t'��� .. ',''.� �.v ''�'" ��.,'� ,c . �`� .., v..K>_V. ..._.A .5�'=t. ' r _�� .,, �1 � . . � � .t° i R �:k ' '��x k� '� intersections ' � � �= � •'� ' - � s���� �`" ' � '��..+� . ,�.� �. � . `� �� �� . " E. Conditians anticipated to�rtrC�rsEn as - � "� � �, �� ,,' . `�,' �„ °` �'s" � � � '--�' ' ��','� „��,,,�`,; �rea grov� � �`��.' . r ._ � � ������s�� � ����� �"''�� `R y�,,.�`�.,. `���-��._ _ �`__ . � � t ` ,st_ :�` . ..�'� `� , f _ '_.LL � �� < �-ft ' � I^al��f2S�CTtJ^!.�-_ e ' h � $� r � . .3�liu .t . 2,CH 17!US 169 Narth Ramp Intersection ,,r� . -` , �P����s� ¢� � � ' • "k �� �� k�""''�'��"'+ �^ A. Left-tuming traffic backs up onto US 16� _ '� r,. ���_ _ �'t }" ��'� . � `���������� � �°° "� R t,.. a�.: ;��.���. ,��� _ ,�S �f} - { �"�'°T '4 } • ' � " _ B.left-tuming traffi�extends beyond tum � ''' �� ` � -�� � � ,. f., � fi lanes into thru traffic y�+�`�.'f 3 �i fl ' 1 y • . $1� � �}*a����� � r Y �,, I � �AR� -t. a�i ��� � . a' I . C. 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