The URL can be used to link to this page

Home My WebLink About10.C.1. Update on CR69 & TH169 Interchange Project and Consider a Detour Plan Utilizing Vierling Drive General Business 10. C. 1. SHAKOPEE TO: Mayor and City Council Mark McNeill, City Administrator FROM: Bruce Loney, Public Works Director DATE: 03/05/2013 SUBJECT: Update on CR69 & TH169 Interchange Project and Consider a Detour Plan Utilizing Vierling Drive (D, E) Action Sought For Council to discuss and approve a detour plan using Vierling Drive. Also to discuss the bridge lights on CR69 and what agency should pay for power on those lights. Background A proposed attached layout for the CR69 & TH169 has been selected and final design plans are being prepared. With the preparation of plans the City was asked to provide lights for the bridge. Attached are drawings showing the location of bridge lights and the recommended light and pole. Also, with the final preparation of plans, a traffic control plan needs to be developed to handle traffic during construction. Scott County and their consultant have a detour plan that utilizes Vierling Drive from CR69 to CR15 and would require constructing a temporary connection from CR69 to Taylor Street. The following documents are attached for Council information: 1. Detour Route Plan 2. Memo on traffic impacts from County Traffic Engineer 3. Temporary Vierling Drive Connection Drawing The reasons for the temporary connection on Vierling Drive would be safer for the construction workers and motoring public, less cost to the project, and reduced project time -line for completion. County staff will be available to present an update on the project including schedule and to discuss the detour plan. If acceptable to the City Council, the County will conduct a neighborhood meeting to the adjacent neighborhoods along Vierling Drive. Finally, staff has been working with MnDOT on acquiring excess property along the TH169 & CR69 and will have an update for City Council at the meeting. Recommendation Staff would recommend approving a motion approving the proposed detour plan that utilizes Vierling Drive from CR69 to CR15; and approve a motion for the City to pay for electric power for the six lights for the bridge. Staff feels the construction of the interchange will be safer and less expensive if traffic is removed from the work zone. The electric power area is currently Minnesota Valley Electrical Corporation (MVEC) and outside the City limits. It is anticipated that this area will be in SPUC's territory and the City of Shakopee limits someday. The County will not pay for power of the bridge lights. Budget Impact The use of Vierling Drive can handle the additional traffic including trucks as it is a 4 lane State Aid route. The cost for power of six bridge lights is approximately $300 / year. Relationship to Vision This supports goals D: Maintain, improve and create strong partnership with other public and private sector entities; and E: Deliver effective and efficient public services by a staff of well - trained, caring, and professional employees. Requested Action 1. Approve a motion approving the proposed detour plan that utilizes Vierling Drive from CR 69 to CR 15. 2. Approve a motion for the City to pay for electric power for the six lights on the CR 69 bridge. Attachments: DETOUR LAND ACQUISITION CR 69 Bridge Lights ' . t t n IOth Ave W 4 +r , ft de''',"/ . 4 t Ilt.tt Ave W 4 ...,....... ..., ,, to 0 11 - ft. - tot • t c 7; ... / tx va (A 0 L. i (t4 f!„-Or---:n-7i2-7.1; - 1- ., . JS .% e ib 9W _ ' _ ,,,, g A C , 0 ..., v - 2 0, 0 ,... ..4 20 rtot . '‘'.! ° f E 45 : I C , ft:4Z icUlgiOttlf '''''''' . . ., ' t: 4 ,... m .,.....„6„,„_. „,......_. T 12th Ave V.' '- - "-' ' - - 4 tt .7f ,... - / 1 a - -. - 1* - 4 7416 ,4 ' l 4_, I-- t , 10c.1, 7 1 lth Ave W ' - -.. .....-- 4.4.. 13 . -a b ...,<.` 4 ' Vierling Drive ....,- ...Littler Pt. • t• — Ar„......,,, n - . " , 4 gat c...) ‘ : la h pa h ) ' •.i. Pa rk ts 1 alsped .. .„ . „ . ... . ........., .,...„,_ . , .. . . . .. . . .... '`•-• ' - . ....._.- ................0 . > --r----,,. 169i 7 Coburn to -- -'--- 7k0 Piedlibisomil t:11 (II 70 n US 169 / CH 69 Interchange Construction Project ...... - — . 1 , ... . .. , .,- . ..: ' • :: :, `,: " - ' 4.' 7 . , 7=7'. 1. — „f- ... - . . 1 . .. .. , . . . e i r.. ,, '-,,, ..--, • '',.-' . - - 4 t - - 7. ' i r: ■1 k -,.. / . .- ,,. • . t , „,,,,,,„,., ,..„,,,,), , . 4 ' '' - " . ... , - _,._-----..Z ____I ;.± .,, ,-; ' r , ■ ' ''.: 4 . 4 . 4 4 :i 1 '11 ''? ' . • ' 4 . 4 0: , ''.. ' . . ,.. • W . '''' .7:1 ”:': . e .. .... .■ .. . r,........ ...,,,, ■■■■■• •-■ ■ ,T..., ........, ■■• i'' .:■., ,,, .....,■■ . .- - ■ '''''....." ■...... ' e ' ' ''- r !.■ : , ' 4 .,..,......,......... . .,... ,.. . `. .. ... ' .... ' . / ‹.- ' ' , _____-__: - - - ' !EP I — — . 410 e /. , , / 1 Alli 1 * g' ,t1 , . . ■;'. '- ''',i 1 . ., - , ' •. . . i IF 4 ,71 IN g Temporary Vierling Drive Connection ,,,---.,,,,,,,,, TH 169 / CR 69 Interchange • r--/-•1/ runs o 1 ikl :4 . it ; f ■ ir a v r .. y s a J !Y _.-- - --____-------- ----- - - ------......L..: - - - -_--,-.77.--_.. '', ..! -°-: ...-,' . it ‘: .,, III ' / .._� _ VIER', ?NG I) , . % ' <. � ,�u. . ,i,...... a are ,,a I • 4 IF :j,4I Temporary Vierling Drive Connection “-4,-44,-",., TH 169 / CR 69 Interchange .. RrNI cnunb 11M " SCOTT COUNTY COMMUNITY SERVICES DIVISION PHYSICAL DEVELOPMENT 600 COUNTRY TRAIL EAST JORDAN, MN 55352-9339 ' _'' (952) 496 8346 Fax: (952) 496 8365 www.co.scott. LEZLIE A. VERMILLION MITCHELL J. RASMUSSEN, P.E. JAMES L. HENTGES COMMUNITY SERVICES DIRECTOR COUNTY ENGINEER COUNTY SURVEYOR Memo Date: February 27, 2013 To: Bruce Loney, PE City of Shakopee, Public Works Director From: Tony Winiecki, PE, PTOE Traffic Engineer Subject: SAP 70- 669 -005, CP 69 -03 CSAH 69 at TH 169; Detour Traffic With respect to the subject project and consideration of Vierling Avenue as a detour, I offer the following comments and projected traffic volumes. It is proposed that a 2 -lane temporary roadway is built from CH 69 to existing Vierling Drive at Taylor Street. The existing Vierling Drive is a 4 -lane segment. Existing Daily Volumes: • CR 69 north of TH 169 is 7,500 • Vierling west of CSAH 15 is 2,500 Estimate of the TH 169/CH 69 intersection movements detouring to a Vierling route: • SB Left / WB Right— 90-100% (most direct route compared to current) • NB Thru / SB Thru — 80 -90% • EB Left / SB Right — 50 -70% (least direct route, backward movement, some will use CH 15 and CH 17) In addition, existing traffic in the Vierling Drive area would likely use the new connection (even without the TH 169 access open). We are estimating a total of 5,000 to 6,000 additional trips on Vierling Drive during the detour stage. The 2 -lane temporary roadway portion and the existing 4 -lane Vierling Drive will provide an adequate level of service. The all -way stop intersection at CH 15 and Vierling Drive will provide appropriate intersection control for the detour. It is expected that the northbound approach may experience some delay during the peak traffic periods. C: Lisa Freese, Scott County Craig Jenson, Scott County An Equal Opportunity /Safety Aware Employer ^4 ; -�" , It ' � x ^ ', ,,, - _ • �. yie %. ; — �+v� , . "5 •C ' 1 . 4. mil' . 4 • ' 4 ' 11 . **.4 ' ' * A 4 7, *. ' ' `.; erif . ,,,,4,,,, 0 ... ,. 4 A - Iry 4 . „ ..,,.... , , _.,....____ „.... .. , .. ,A,„,,, ,,,,;..., e. 7 % , - -,-, - ', „ „ .., , qv*" ' ig. sit:',. \ t 4 .. • . ..,s,-, ., : .0\ ‘.....- 1. --- - . ��` " J A � 11 ,f!' !v t Mkt y {, . � . .- 44 : s St • . ; d1 r .. ry , / • � a .\ ri Ate. - ,t � M P , A , ^^: 4 ., a ` � ` S • .� r sv i' + 4, ^ '+, ' , N " , i • R ^ , d 4 . • '.. -. x •: 1 -' ! ■ PROPOSED 40117 1 " � P °'° 19nDOT RON PARCELS 4. OM 11alcal Q C.S.AJ1.� c. S. _' 69 N.B. t Y Y 4 C69 N.d S.A. 8 . I 69 S.B.^ —I 1 —M ME 1111 IN ELEVATION VIEW A -A ELEVATION VIEW B -B PIER ABUTMENT FACE —i A ►B • 1 111111111141111 1�111111IIIIU111bIdIl1U11111111 •1111111111I11111g 11111111111mini�Up�l1111111111 �1g1�1�1( i�, �IIIIUIIIJIINII@ IIIIIIIIIIIII I�Illllll�llllllf�llplllllllll IIIIIIIIIIE) PIIIIY�IUIIIIIIIfIIIN1111�IIlUllllllmi m.9..,Nia } NORTH ABUT AP NT _.—. -A Ye1f' .M ,- �- ;CU,H ABUTMENT F' MM o 8 4 T.N. I69 0.8. --1 I - - - -C T.R. 169 C.B. A WEST ELEVATION o ,o • NOT FINAL AESTHETIC CONCEPT 4 M.A.S. 1 " 0 -6.N- BRIDGE NO. STATE PROJECT NO. 7005 -70007 SHEET NO. 1 OF 2 SHEETS 70007 _ 4 C.S.Ax 69 N.S. I r ' 69 S.I. i I .---., IX -..q - I dl► i d ► " Al. /l m i ► di 1, A J I �� ARCHITECTURAL CONCRETE TEXTURE IICUT STORE) (TYP.) L — 1 PIER ELEVATION ARCNITECT1 AL CONCRETE TEXTURE /!ITNIN BRlCItI ! 'ARCHITECTURAL CONCRETE TEXTURE i1fV' S' ,If ) f �A A ELT ABUTMENT ELEVATION NOT FINAL AESTHETIC CONCEPT 4 I WAS. CHK O.A.H. BRIDGE NO. STATE PROJECT NO. 7005 -70007 I SHEET NO. 2 OF 2 SHEETS 70007 Washington Postiite Enhanced LED Utility Washington Posttite LED State Street LED ________Ali ti Cast Aluminum Finial Prismatic Reflector Prismatic Refractor \'(k f • ' 07 ` r �� Electrical Ho it } _ c - Or 1 / e Pole Options 11.111,111/ , I r o u, e 1 s.. 'trial and Cover Options for the Classic and Premier Optics offers a variety in luminaire shapes. decorative trim and uptight options t r ve 3 y^ 1 W ':-...r..,i‘Mi W r Olt C. - l-hotacell v.r c1o,.• Slipfitter mounts to 3 " D x 3"H is hidden to maintain pole tenon, and is secured in Internal LED stake design offers v._.. architectural form place through the use of six hex state -of- the -art light control and NI i . socket screws thermal management AG:cess Door for easy access to the electronic driver (Enhanced and Utility model: s=ole Options include a variety of pole materials and styles available to complement luminaire and site architecture 4 HOLOPHANE"" • DCCoitdJIVE 1 Washington Series LED r XX - XX " 1 � ,t = H H 01 6.0"