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Home My WebLink About2001-11-01 BRAA Ltr to OPH Re Revised Concept Dev. PlanBONESTROO ROSENE ANDERLIK Bonestroo Rosene - Anderlilc & V1 Associates En & Architects November 1, 2001 *& 6516361311 11 /01 /01 15:08 5 :04/05 NO:394 Bonestroo, Rosene. Andarlik and AisoclateS, Inc, Is an ..itive ACtIon Opportunit Emplo and Emplo Owned Principals: Otto G, Awle-iLiori, RE. -r Wrvin L.- Sorv-iki, P.C. • Glenn 1?, Coo, P.F. m Rulmr-t G. S4hunlcht, F.E. - )r.ir A, [30urdon, P.E. Sonfor Consultznts, ROD011 W finc<%mm, RE. # Joseph C. Ancicrifk, RK 6 r6cKird E. Turner, PE, - Susan M. I-Drilin, C,rA, Associate Priinclpals; K01111 A, Ciorclon, RF. ■ Robvit R, (Ifellaric, Ri-, - Nch,md w. •uster, RE. • Dclvla 0. 1 mkol.4, P.E. • WIN A Han-vori, RC. 1 Michael T Hiutminn, P.C. v Tva K. r1eiti, r.k, - Kcrnvih R AnUerson, RE. • M cl rR R. R c, P.E. a David A. 8anestrua, KIM. v SI(inc R Wlifiittmuo, r.C., L.S. • Agn( ' �� M Rin MA.A. a Allan RICk 5CMMICR. PF. I Morn. W Pet L-f ion, P.C. P Jamcs R Wiland, P.C. ■ M11 ES S. Jemn. 1�. a I . rhillip Gravel III, P.E. r Dtinitl ) 1-d PC. 15mwiel MottinL-i, r.C. ■ ThoniciS A. 5 RE. • sheldull J. Johnson - 1)"11n, A. Grove, IT. - ThornIS A lient5M.lr, PF. ■ kotwrl J. Dever RE. off Icts.- Sr. Paul, St. cloua. 00crie5ter and Willtimi, MN a Milwaukcc. Wt • Chic,i IL VAbsitf: WWWh0ne Nis. Kris Danielson Communit Development Director Cit of Oak Park Hei 14168 Oak Park Blvd., P. O. Box )007 Oak Park Hei MN 55082-124007 Re: S & C Bank (Oak Park Station Lot 1, Block 2 Revised Concept Development Plan Review Bonestroo File No. 55 -01 -000 Dear Kris: We have reviewed the revised prelirninzLr site plan, g radin g & draina and utilit plans for the 17 proposed S & C Bank development ( Oak Park Station Lot 1,, Block 2) in the Kern Center as submitted b METRO Land Surve & En and have the followin comments/recommendations: Site La Locations-, 1. The northerl drivewa has been moved approximatel 30" farther south than previousl shown ( now 80' from 58`h Street North We still recommend the northerl dfivewa be a I rninim= Of 150" from 58'-h Street North, however 80' w*11 allow approximatel 4 c ars to q ueue northbound on the private street without blockin the drivewa while we don't foresee an safet 'issues with the la as proposed, the Cit (and Bank) should realize the followin issues: 0 When traffic volumes increase on this private street as development increases, this drivewa entrance ma be blocked with traffic tr to access 58'h Street North durin peak times. As such, cars tr to enter the bank- parkin area ma end up usin the bank's drive-thru entrance to the south, and cars tr to exit the northerl drivewa ma experience some dela We recommend that "Do Not Block Intersection" si and stripin be installed on the private street at the northerl drivewa location. • If the lar parcel across from the bank will access the private street when it develops, the drivewa location(s) will need to be reviewed at that time and should be a minimum distance of 150' from 58`h Street North,, 2. The internal traffic f10W is intended for the southerl driveway to be an "In Onl for drive- thru customers and for the northerl drivewa to allow both in and out traffic to the parkin area. Intemal si should be installed (at the southeast COMeT of the buildin and just west of the bank si to prevent customers from exitin via the southerl drivewa 3. The southerl drivewa entrance has been narrowed to 23' and is acceptable as shown. 2335 West Hi 36 ■ St. Paul, MN SS113 ■ 6SI-636-4600 ■ Fax: 651-636-1311 QONESTROO ROSENE ANDERLIK !a 6516361311 1 /n1101 1 5 . 08 [5 : 05 /05 NO 394 Gradin p,/Drainag es. • � 's p roposed to drain. to the private 4. The we portio (approximate one third) of the site p p , p • s outherly dawn the p rivate street). The developer has indicated the street to the west (then south y p • be constructed onl in front of the bank at this tine, As such, pr ivate street. will most likely Y measures need to be taken to ensure storm water runoff can occur to the south and erosion control measures also be in place unti the street is extended. 5. The easterly two third of t he, p roposed e site are ra osed to drain to the west to the existing State Ifighway 5 ditch. The prop grades ades indicate storm water runoff will concentrate at the northeas corner of the p g arkin lot. We recommend that a catch basin be located at this comer of the parking lot with a fared end outlet to the existing S.H. 5 ditch, with adequate nprap placed at the o utlet, MnDOT will need to be contacted regarding storm grater outlets in this area, since the existing ditch is in their right -of -way. Sanitary Sewer & Water Main: t proposed in the private ' � t i e into main lines ro 6. Sanitary sewer and water services are proposed to t p p street as part of yak Park Station. These main lines will need to be in place prior to, or p concurrently with, the bank devel Tf the utilities are to be phased for Oak Farb north), we recommend the sanitary S tati on ( from the r� �3 sewer be installed up to and including the proposed manhole service south of the bank seice and the water main be installed up to and includin g the proposed hydrant south of the bank service. If you have any q regarding questions re ardin this review, please contact nee at (651) 604 -4815. Sincerel o _ Y 13ON ST �Y O p S EN E , A.1. 4 /.j ER1.T K & A ► CIATE TNC Dennis M. Postler, P.E. cc : Kim Kamper, Acting City Administrator Jay Johnsen, public works Director Jim Butler, Building Offi cial Scott Richards, City planner (Northwest Associated Consultants, Inc.) g, y Y Mark Vierlin C it y Attorn (Eckberg) Lammers Br Wolff & Viet-ling, P.L.L.P•) DMA', DDH, Tile — Bonestroo KA33\01dS & C Ritink (04k Park S436011) Rm t:'w iverl Deg. Plans 1 - 1- 01.doc