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CAS-18_CHANHASSEN STATION PARK & RIDE (SOUTHWEST TRANSIT)5W CITY OF MEMORANDUM CIIA NSEN TO: Mayor and City Council 7100 Market Boulevard PO Box 147 FROM: Todd Gerhardt, City Manager Chanhassen, MN 55317 DATE: October 12, 2009 Administration 20 Ptnne: 952.227.1 too SUBJ: Update on the Chanhassen Station Park &.Ride �n Fax:952.227.1110 y v Building Inspections Phone: 952.227.1180 It has been several months since we last updated you on the Chanhassen Station Fax. 952.227.1190 Park & Ride. Thero'ect has p ) progressed to the point where it will be submitted to Engrg the Planning Commission and City Council for site plan approval. Along with site Plane:952227.1160 plan consideration, the Council will consider approval of several agreements with Fax: 952.227.1170 SouthWest Transit and Bloomberg Companies, including: Finance Phone: 952.227.1140 1. Redevelopment Agreement Between Bloomberg Companies and the Fax: 952.227.1110 City of Chanhassen Park & Recreation Phone: 952.227.1120 Intent of This Agreement: The city intends to create a tax increment Fax: 952.227.1110 financing district to reimburse Bloomberg Companies for special Recreation Center assessments, provided that such tax increment is generated and paid by the 2310 Coulter Boulevard new development. Payment of the increment will be limited to ten years Phone: 952.227.1400 Fax 952.227.1404 from the date of the district's certification. The reimbursement is estimated to be $739,553, which breaks down as follows: Planning & Natural Resources Phone: 952.227.1130 Phase IA/11 $430,389 Fay:952227.1110 Land Costs $309,164 $739,553 Public Works 1591 Park Road Phone: 952.227.1300 2. Cooperative Agreement Between the City of Chanhassen and Fax: 952.227.1310 SouthWest Transit Senior Ce Intent of This Agreement: This agreement outlines the responsibilities of the Phu: 952.227.1125 gT gr p Fax: 952.227.1110 City of Chanhassen and SouthWest Transit. Web Site vrww.ci.chanhasseo.mn.us Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Mayor & City Council October 12, 2009 Page 2 City of Chanhassen Responsibilities: a. Phase IA Improvements: Clearing and grubbing, retaining wall construction, acquisition of road right-of-way, and demolition of the scene shop. All of the work will be assessed to Bloomberg Companies (51%) and SouthWest Transit (49%). b. Phase IB Improvements: Scene shop relocation expenses ($100,000), water main relocation ($77,500), and sanitary sewer relocation ($52,800) for a total of $230,300. This amount would be the sole responsibility of the City of Chanhassen. SouthWest Transit Responsibilities: a. Phase H Improvements: Construction of the street improvements, sidewalks, street lights, and storm sewer improvements. b. Construction of a 400 -stall parking ramp. C. Payment of 49% of the street assessments totaling $710,551: Phase IA $132,153 Land Costs $297,040 Phase II Road Costs $281,358 $710,551 3. Purchase Agreement Between Bloomberg Companies and the City of Chanhassen for the following: a. Scene shop for future road right-of-way for $300,000, which will be assessed back to Bloomberg Companies and SouthWest Transit. b. Street right-of-way in the amount of $306,204, which will be assessed back to Bloomberg Companies and SouthWest. C. Depot site in the amount of $141,860. The city currently owns the depot, but it sits on Bloomberg's property. This amount would be paid 100% by the City of Chanhassen. gAadmin\tg\downtown park & ridekouncil update 10-12-09.doe Mayor & City Council October 12, 2009 Page 3 4. Assessment Agreement Between Bloomberg Companies and the City of Chanhassen: Intent of 'Ibis Agreement: Bloomberg Companies will agree to waive any and all procedural and substantive objections to both the public improvements and special assessments against their property. The city agrees to spread the assessments over 8 years, together with 6% interest per year on the unpaid balance. Interest shall accrue from February 2010, with the first payment due with taxes payable in 2012 (see Attachment #1, amortization schedule). Staff is looking for feedback/questions from the City Council regarding the proposed Chanhassen Park & Ride development. I have also attached the schedule for the implementation of the project (see Attachment #2). ATTACHMENTS 1. Amortization Schedule 2. Master Development Schedule 3. Proposed Site Plan 4. Staff Report dated March 23, 2009 gaadminllg\downtown park & ridekouncil update 10-12-0 Am 6.00% PERIOD BEGINNING Mth. Yr. Beg. Balance Accrued Interest Principal Payment Interest Payment Due Total Payment End Balance PERIOD ENDING Yrs. Mth. Yr. 02-01 2010 787,640.00 23,629.20 0.00 0.00 0.00 811,269.20 0.508-01 2010 811,269.20 24,338.08 0.00 0.00 0.00 835,607.28 1.002-01 2011 835,607.28 25,068.22 0.00 0.00 0.00 860,675.49 1.508-01 2011 860,675.49 25,820.26 0100 0.00 0,00 886,495.76 2.002-01 2012 886,495.76 0.00 43,979.81 26,594.87 70,574.68 842,515.95 2.508-01 2012 842,515.95 0.00 45,299.20 25,275.48 70,574.68 797,216.75 3.002-01 2013 797,216.75 0.00 46,658.18 23,916.50 70,574.68 750,558.57 3.508-01 2013 750,558.57 0.00 48,057.92 22,516.76 70,574.68 702,500.65 4.002-01 2014 702,500.65 0.00 49,499.66 21,075.02 70,574.68 653,000.99 4.508-01 2014 653,000.99 0.00 50,984.65 19,590.03 70,574.68 602,016.34 5.002-01 2015 602,016.34 0.00 52,514.19 18,060.49 70,574.68 549,502.15 5.508-01 2015 549,502.15 0.00 54,089.62 16,485.06 70,574.68 495,412.53 6.002-01 2016 495,412.53 0.00 55,712.30 14,862.38 70,574.68 439,700.23 6.508-01 2016 439,700.23 0.00 57,383.67 13,191.01 70,574.68 382,316.56 7,002-01 2017 382,316.56 0.00 59,105.18 11,469.50 70,574.68 323,211.38 7.508-01 2017 323,211.38 0.00 60,878.34 9,696,34 70,574.68 262,333.04 8.002-01 2018 262,333.04 0.00 62,704.69 7,869.99 70,574.68 199,628.35 8.508-01 2018 199,628.35 0.00 64,585.83 5,988.85 70,574.68 135,042.52 9.002-01 2019 135,042.52 0.00 66,523,40 4,051.28 70,574.68 68,519.12 9.508-01 2019 68,519.12 0.00 68,519.11 2,055.57 70,574.68 0.01 10.002-01 2020 Totals 98,858 886,496 242,699 1,129,195 First Period 180 Days CHANHASSEN STATION MASTER DEVELOPMENT SCHEDULE Item Date City Council receives revised feasibility study and calls public November 9, 2009 hearing for November 23 Planning Commission considers site plan and preliminary plat November 17, 2009 City Council considers: November 23, 2009 • Public hearing on revised feasibility study • Purchase Agreement with Bloomberg Companies • Cooperative Agreement with SouthWest Transit • Redevelopment Agreement with Bloomberg Companies • Special Assessment Agreement with Bloomberg Companies • Site Plan and Preliminary and Final Plat Next City Council meeting (if needed) December 14, 2009 TWORABY CONSTRUCTION EF5 EIV ------- :77T- u RIK EL 75.3 EYMNEEN TREES E� 58.5, VR D.lE mmun CONCBM IIANTEA 7 .�y Icz-�lll SENCK IN C IJSHED FtDCN BED l..RVE MVERS JT I DITMICIAmm — — — — — — — — —SiPEET POW— — — — — — — — — — — — — — — — — — — — — — — CHANHASSEN STATION CHANHASSEN, MINNESOTA v A f BI WALKER HAY DOBBS ARCHITECTURAL SITE PLAN iRRurI %Nmlzl-mm I I I1 �. � I �I � TFM➢pRLRY CQV5iP11CTI0N EA5EMENi --- 1 III PPDGOSEp VPOVFPiY LINE -- J '»r r F TKE5 I r=i L "'M� m I it CHANHASSEN STATION CHANHASSEN, MINNESOTA mi � A 46 WALKER MP CONSWANTS HAY DOBBS ARCHITECTURAL SITE PLAN w — CONCRETE TP[LLIS BOPpFP WWII CONC0.ETC pRNNAENi>LTPFE FPLIRIE4ROC EVERLPEEN SN0.VB5 OENCM IN C0.VSNEDROCK BFO CONCRETE MVEAS BIryMB1W5CMIVF _ _ _ _ _ _ _ _ _ _ STPCET ROW _ _ _ _ _ _ _ _ _ _ _ - CHANHASSEN STATION CHANHASSEN, MINNESOTA mi � A 46 WALKER MP CONSWANTS HAY DOBBS ARCHITECTURAL SITE PLAN �^--•T-^"* �—DECOMTIVE MFi4 fENCf NORTH BUILDING ELEVATION M1 l B nnnolryi S.°.o WEST aocx rowEA L ti. ucNT axles _ JIN DJD a1 VMNTIo ITLCL CLM MMR — Fru�yj, utrcE. EAST BUILDING ELEVATION DECOMTIVE MEIµ FENCE emw � "x * — unaV! xfT .M W1u CHANHASSEN STATION CHANHASSEN. MINNESOTA f A ^. WALKER MR COER HAY DOBBS BUILDING ELEVATIONS 6%r EM�EN;1101/11.eEl1Ap FOURTH FLOOR STATION PLAN THIRD FLOOR STATION PLAN FLOOR STATION PLAN FLOOR STATION PLAN CHANHASSEN STATION CHANHASSEN. MINNESOTA S0111'll W1:1i fRANrll W�AL�K�iR HAY DOBBS STATION FLOOR PLANS suu • „u�• rc s.emmeo m. zoos, x, aeaa w CITY of CHANHASSEN 7700 Market Boulevard PO Boz 147 Chanhassen. MN 55317 Administration Ptane:952127.1100 Fax 952.227.1110 Building Inspections Phoue:952.227.1180 Fax: 952.227.1190 Engineering Phone: 952,227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park 8 Recreation Phone: 952.227.1120 Far: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Paul Oehme, Director of Public Works/City Engineer(] DATE: March 23, 2009 = SUBJ: Downtown Park & Ride Project 08-11: Approve Resolution Accepting Feasibility Study; Call Public Hearing PROPOSED MOTION "The City Council Approves Resolution Accepting Feasibility Study; Call Public Hearing for the Downtown Park & Ride Project 08-11" City Council approval requires a super majority vote of the City Council present. BACKGROUND On February 23, 2009, staff reviewed the feasibility study with Council at the work session. DISCUSSION In 2006, Southwest Transit secured $7 million in federal funds to be used for the construction of a new Park & Ride facility in downtown Chanhassen. The new multi- level ramp could accommodate up to 400 vehicles. Currently, Southwest Transit operates a one -acre Park & Ride facility (up to 120 vehicles) behind the Chanhassen Dinner Theatres. Public Wks For this project to move ahead, the City will need to take the lead in providing access 1591 Park Road to the new facility. For the past year, representatives from Southwest Transit, Phone: 952.227.1300 Bloomberg Companies, and City staff have been discussing alternative locations for Fax:952.227.1310 the new Park & Ride facility. The criterion used to produce the preliminary design was as follows: Senior Center Plane. 952227.1125 . Provide for bus and rider access from both the east and west of the proposed Fax:952.227.1110 p Po ramp. Web Site . Maximize future development opportunities surrounding the Dinner Theatres. www.ci.chanhassen.mn.us • Maximize the number of parking stalls on a minimal amount of land. • Preserve the current location of the Chanhassen Depot. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Todd Gerhardt Downtown Park & Ride March 23, 2009 Page 2 Overview of the Proiect For this project to occur, the City will need to lead the effort to build a new road to access the facility. The following steps need to be completed for the road to be built: • Acquire 22,000 sq. ft. of land for the road right-of-way. • Acquire the Dinner Theatres' scene shop building. Relocate the scene shop to a new location. • Acquire the Chanhassen Depot land. • Upgrade and relocate utilities including sewer, water, gas and electricity. SUMMARY OF FEASIBII.ITY REPORT The project includes the construction of public roadway and utility improvements to support the proposed construction of up to a 400 -car parking ramp/transit station for Southwest Transit; this is down from the original 500 stalls that were proposed last summer. By reducing the number of stalls, Southwest Transit was able to re -allocate the dollars saved to the increased costs in the road construction. However, Southwest Transit must show those 100 stalls that were reduced somewhere else in the community and staff is recommending the South Parking Lot at Lake Ann. The public improvements are proposed to be constructed in two phases. Phase I will include the demolition of the existing scene shop building for the Dinner Theater and a bus stop enclosure, sanitary sewer relocation, and watermain improvements to prepare for the construction of the parking ramp/transit station. Phase 2 will include street and storm drainage improvements in conjunction with the construction of the transit station. The estimated costs for the proposed improvements are detailed below. These costs include a 10 percent (10%) construction cost contingency and a 30 percent (30%) allowance for indirect costs. Proposed Improvements Estimated Cost Phase 1 Improvement • Building Demolition $ 51,500 Sanitary Sewer Relocation $ 52,800 Watermain Relocation $ 77,500 Subtotal $ 181,800 Phase 2 Improvements • Street Improvements $ 704,300 • Storm Sewer Improvements $ 88,100 Subtotal $ 792,400 Land Acquisition Costs • Depot Station Site $ 133,660 • Street Right -of -Way $ 400,000 • Acquisition of Scene Shop $ 300,000 G�ENGWUBLI� 3Wg Hojcns�OB-11 d..,.. tramit site imps0323W bkgd dt paiknride spprow f cim Todd Gerhardt Downtown Park & Ride March 23, 2009 Page 3 • Scene Shop Relocation $ 100,000 Subtotal $ 933,660 Total Project Cost $ 1,907,860 The improvements are proposed to be financed through a combination of assessments to benefiting property owners and City funds. The following is a summary of the proposed financing plan for the project. Financing Source Amount Assessments Bloomberg Companies $ 787,640 Southwest Transit $ 756,260 Total Assessments $ 1,543,900 City of Chanhassen Costs $ 363,960 Total $ 1,907,860 The proposed financing plan has been prepared based on the following criteria: • Bloomberg Companies is assessed 51% of the street right-of-way and scene shop acquisition, building demolition, street, and storm sewer costs. • Southwest Transit is assessed 49% of the street right-of-way and scene shop acquisition, building demolition, street, and storm sewer costs. • City of Chanhassen pays 100% of the costs for depot station site acquisition, the scene shop relocation, and the sanitary sewer and watermain improvements. • All land acquisition costs assume a value of approximately $8.20/square foot. Funding for the City share of the project would come from several sources: Sanitary Sewer Utility Fund $ 52,800 Water Utility Fund $ 77,500 Revolving Assessment Fund $ 233,360 Total $ 363,960 Note: The Revolving Assessment Fund estimate is over the budgeted amount in the 2009 CEP. This increase in cost is due to the increase in costs of the project and additional negotiations with the benefiting property owners. HOW DOES THIS REDEVELOPMENT WORK? Both Southwest Transit and Bloomberg Companies have agreed to be assessed for all of the roadway costs including all of the land acquisitions (with the exception of the Chanhassen Depot parcel, which would be the responsibility of the City of Chanhassen). The only exceptions are that the City would pick-up the relocation costs for the scene shop and the outstanding assessments for Bloomberg if they bring in new developments that enhance the current tax base for parcels owned by Bloomberg Companies. The remaining property around the Park & Ride facility could potentially accommodate an apartment, retail/offices, and/or a hotel. For this to occur, the City and Bloomberg Companies would have to enter into a Master Redevelopment Agreement assuring Bloomberg GSE UBUC2 l dowmwn".k a. imp`032 bW&I k ide NRS 4dm Todd Gerhardt Downtown Park & Ride March 23, 2009 Page 4 Companies that the City would create a tax increment financing (TIF) district. To the degree that new taxes are generated from the TIF district, they would be used to write-down the special assessments for the new roadway. Staff is proposing to limit the amount of TIF to ten years. If Bloomberg Companies do not enhance the tax base with new developments, they will be responsible for 100% of the assessments. Staff would bring back a Master Redevelopment Agreement to the City Council in May, 2009 for City Council/EDA consideration. Staff is looking for feedback from the City Council regarding the proposed changes to the new Southwest Station Park & Ride. SCHEDULE The following is a preliminary schedule for the implementation of the project: City Council Receives Feasibility Study; Call Public Hearing March 23, 2009 Public Hearing and Authorize Preparation of Plans & Specs April 13, 2009 Phase 1 Improvements City Council Approves Final Plans and Specs and April 27, 2009 Authorizes Ad for Bids Bid Opening May 29, 2009 City Council Awards Contract June 8, 2009 Start Construction July 15, 2009 Complete Construction August 14, 2009 Phase 2 improvements City Council Approves Final Plans and Specs and January, 2010 Authorizes Ad for Bids Bid Opening February, 2010 City Council Awards Contract March, 2010 Start Construction June, 2010 Complete Construction August, 2010 The final schedule for the public improvements will be coordinated with the construction of the parking ramp/transit station and may change from the dates listed above. RECOMMENDATION Based upon the analysis completed as a part of this report, the proposed Downtown Transit Station Site Improvements, City Project 08-11 are feasible, necessary, cost effective, and will benefit the City of Chanhassen. Attachments: 1. Site Plan Exhibits 1-7 2. Resolution 3. CIP Page c: Jon Hom, Kimley-Hom & Associates, Inc. G9 NMV BUl —2W& ProjeetrW& I I downtown transit sne impM2309 bkgd dt parkmide approve h d Q SN CT. 5TR AIFORD � 8 LS a i � we u � uF� 5 �<J ir'+c'WR..yFtawmb�'� cr w cT.> fie. �yw call"fs t (ap h w w 61RATIPC) n ?Y�•Y• 1QP[gF�� d" U11ELe CTf4 �14p, FOX 1b F 0" DOM V < g� 3 $ ,✓ CINE MMI IR ' ay yy cXe XIAWAMA 00. n Y I Z�S n stuE Rmr O X �/ \ •/l LUN LA0.£. \/ ,LLSEN LA �m OfL g Lott Lu ,r3 �. @uLp;„wdo Lao bpi rS � �5 t � urK;A Lw pct. � "O11n AC �. �•� iRC111 pT 00TTE CT. A n �$ sp e Ann 71. SADOLEBROOK P M DXWFEYA IR 3 ~ S 4 71 BELIICJ 74 DEBBD Y DR.. m CANIMR01Y CR SSDD[ o CIBPENA R LnL li. PIWCO U. SENs ST.� =�6 o DELA 80. SANTA fE M 2 its. SPOONBAL LXt. 1M �QI 76mo SL 11z mwa/S WAY g Z f, AtE 121. KNBERLY LA Q y1N L•Ity 5 < < 1Y KELLY CT. sr. O w �„ }}�... ry Holl w w Iw sr. +H°1A DN. 1 Q Y"'ij �T} 44. LQ'.I O lA4f $YOT � Q t OOK CT. F 1690N mtl: w f IERX CT. .kW W @' Nb E DAL DRQ � L EAF 3 PROJECT LOCATION FIM 61. NA0.AAD CT. 62 LOOKWT CT. 63. uuuA M. ,n EDIEW PRAIRIE 1990 POP. 39.311 0 a9% ll/n1J: PT. C) � 5- � ,fit ?r CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION ❑�� SITE IMPROVEMENTS CITY PROJECT NO. 08-11 IGmleyfan aff AU PROJECT LOCATION am Amodates, ImC'M EXHIBIT 1 i C• '�'� �' NEW iDRm- 1.15 23`»`� BAXBAILA c 2T ` n, Str' V S Y � E DAL DRQ � L EAF 3 PROJECT LOCATION FIM 61. NA0.AAD CT. 62 LOOKWT CT. 63. uuuA M. ,n EDIEW PRAIRIE 1990 POP. 39.311 0 a9% ll/n1J: PT. C) � 5- � ,fit ?r CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION ❑�� SITE IMPROVEMENTS CITY PROJECT NO. 08-11 IGmleyfan aff AU PROJECT LOCATION am Amodates, ImC'M EXHIBIT 1 �� ... .. - WEST 18TH ST - ----- I • • m- T—n m, e-nr—Re-o� �e and—�w� \ '� r I I H I ,- H. •, ' II CHANHASSEN ^ �\`'*�• �` VI I DINNER ) `b _� 11 THEATER -' r • �� `'�• Er. , [ 3• ae a t9 r • � g k r I � �— �y � _`r-_vR_— rui/uL1a! � r. R7��N }\}�1\\•' 9 J- - I 1 1 YJ ,��1 REMOK NYORANi_ j rr r/i rrir JM�NW S`M�1-\ ' NEMM ANHOLESANITARY ! a I f J.. yy,Y•i?� I ��; /;Y �[K ,� _/iJwoNE-��_-�-�'�� i" Iii n r'r SANITARY I L NMiH I — Y- I� -'�� r ryS• SOOIINE RAIIPOPO — — - — — I FUND ® REMOVE MNDRETE SURFACE O KNOW NWANOUS SURFACE REMOVE BUILDING ✓iq// IIu//uRENOYB CONCRETE CURB •• It n n F N F . READY[ UnUTY UNES ftley-Horn and Associates, Inc. CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION SITE IMPROVEMENTS CITY PROJECT NO. 08-11 PROPOSED BUILDING DEMOLITION EXHIBIT 2 i , -........ ...... - - - - - �...—� •—� � WEST 7M ST —.. _. .__..—._—. —.. _..—..—._—.._ iI I ♦ I u I J \ A1�I li I CHANHASSEN ^ �\ DINNER L .r THEATER b \ �— r �\ : •\ kX • L •^ 1 , f - R' t R 3 MNECT TO � ..�••� 7— C., ECT TO EEASTNG A AIN r — — Ex nNc SANITARY G sE RN MI .. _ L • • _ I 4 SANITARY VIC yRRRSI -� - -•_ SERCE l,-• •!• SoIME RA,SROAO � o 3 -_. PrtFHn EXISTING SANITARY SEWER -- EXISTING WArERNNN PROPOSED SANITARY SEWER —•—•� PROPOSED WATERMARK PROPOSED PARKING RAMP (SEPARAW PRMC1) Kimley-Horn and Associates, Inc. CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION SITE IMPROVEMENTS CITY PROJECT NO. 08-11 PROPOSED SANITARY SEWER AND WATERMAIN RELOCATION EXHIBIT 3 sr V msoX ICE wssr sm eels Wae WlI[I1 (M,) TYPICAL SECTION ENTRANCE DRIVE (IRS IT.. I.. N srn. 11.1.) TYPICAL SECTION ENTRANCE DRIVE PoTH BUS DROP—OFF (mow sU. N.0 N su. 14.0) ON..$ ... CWR. m.m 1nc GwT &NONCY INCA CYx e11WIXWL KX GbA1a CLASS uLwnsa s .ctt sea, s cnu eo 96[O FAOOC eal (I. IILXINF i,BRIC ME 5 {IX YXLinelL LmL) �Rpwp WBGRnYE RITUMINOUS PAVEMENT INSET C9 OF CHA WEN ❑—❑ Klmley-Horn and Associates, Inc. CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION SITE IMPROVEMENTS CITY PROJECT NO. 08-11 PROPOSED TYPICAL SECTIONS EXHIBIT 4 I ' II L I I CHANHASDEN CI I I' DINNERTHEATER • • / 1I I ,..}I p /��• l>T 1`�� °>\ \\ er?J--V.o.w-+«.a-�, ,tel �V�E CONHE1p A y R SiM4 i + ♦ -I a UKR DIN �' !♦!♦0a a` =!-�I' ,' ^ g-> ! y`�C\_`\�\ ♦ A+TO SICAM i CExlSNY .Ly 1r I ! SOO EIN - i, i T i iii i— �7�ii 1 ii iii rel i7 iii l9 it i9 op 1 1� it 11 it 7 IEm INN. I= ERR IN. E.w IwW lo.w u.W Y.w u.W 13.00 TAW 13.00 1..W u.w IE.W IMw I..W Iww v.w 13.00 n.wel 11011 IN REI SED .PINEREE, 9 57R ® PRDPOSEO MEDIAN/ spcwuR ® RANP PROPOSED PROJECT) PR OSED PPRROKING -> EEISRNC SIORII SEWER • PROPOSED CATCH BASIN ->- PRCROSED STONY SEATR 12=Kimley-Horn � and Associates, Inc. CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION SITE IMPROVEMENTS CITY PROJECT NO. 08-11 PROPOSED STREET IMPROVEMENTS EXHIBIT 5 WEST 1eTHST 7 1 CITY I III I I 11 \ I I I I I II I I I ) OF GNANHASSEN - I 1 BLOOMBERC COMPARES4,30I/ / �� / n 4,100 50. FT. _ I 1 i50130 PARCEL AREA 205510.1 0 FT E I l I l v� / //� ".�/i/�///!'. ..fr,�� : i:/,�.%///� �f!/' \ gi�•� 41100 SOTY OF CHAFTNNASSEN 5 PARCEL ARE 4 /X 1/'R .2 // / 05,900 50 l I I BLOOMBERG BARGEE AREA y� BLOOMBERG COMPANIES \ A \ \� I 36,100 50 ET p L 350130700 1 1 11 1 V ) VA 'P4R MEA @4.500SO. FT N 11 I 1 \ - I. i U �� \```\ •• \ af5w, I Y III III'I"1 III "� 1 •l V "-J ] B�u11EPN .--.,... I,a' ...�- a..r r I rtw:�1� �- F CRY OF CHMUSEN Kimley-Horn and Associates, Inc. CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION SITE IMPROVEMENTS CITY PROJECT NO. 08-11 EXISTING PROPERTY OWNERSHIP ��:uvle WEST 78TH ST V I I I V I I I I I I I14, 00/1" � 11 1 I 1 1 1 1 1 1 1 1 1 1 / 111111111 / �/ .t t r 111 f 47!�F�YY%��yyy' "III 1 1 1 1 1 1 1 i BLOq.1�ERC C�yS Y CITY OF CHANXASSEN SJOO SO. GT, r"i 1 1 1 I I 1 1 1 1 I I 1 1 �$r� / ;r y� / / / / r" �� / l �// /' � r � �X�n'• PARCEL AREA loeuoo so rT IIlI 1 f 1 1 I II�� // 1.,� /Y �nf.�,(,%.�/Yj%frf/�///////////�////�//�/�� ! ,�/ fir•/. ffly��,� s e � 1 Y' I �i i �i �i �i i i � • _. �', ;'..1v / �/sv✓�.�C�+fA��/�Y/////// %//�s�%/r.�✓, i ��j�i'.' Al ��' - 1 1 IS I 1 1 1 1 1 1 11 1 I I I 1 1� .� �' •�' (((�� S`p'-�'f�� "� i 1 1 1 1 1 1 E -^'l I I I L 1 V I I 11•, 4� 1�'��-' 1.'t"' RA � •y 1.1 I 1 J 1 11.L .I • w.�k¢yi "' 5OO _ CITY OF CAAUSEN 1, b 1. XM® %y2 161 Kimley-Horn and Associates, Inc. CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION SITE IMPROVEMENTS CITY PROJECT NO. 08-11 PROPOSED PROPERTY OWNERSHIP EXHIBIT 7 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: March 23.2009 RESOLUTION NO: 2009 - MOTION BY: SECONDED BY: A RESOLUTION ACCEPTING FEASIBILITY STUDY; CALL FOR PUBLIC HEARING FOR THE DOWNTOWN PARK & RIDE FACILITY PROJECT NO. 08-11 WHEREAS, a report has been prepared by Kimley-Horn & Associates with reference to the above -referenced project, and this report is being received by the Council on March 23, 2009, and WHEREAS, the report provides information regarding whether the proposed project is necessary, cost-effective, and feasible, NOW, THEREFORE, BE IT RESOLVED by the Chanhassen City Council: 1. The Council will consider the improvement of such project in accordance with the report and the assessment of abutting property for all or a portion of the cost of the improvement pursuant to Minnesota Statutes, Chapter 429 at an estimated total cost of the improvements of $1,907,860. 2. A public hearing shall be held on such proposed improvement on the 13'" day of April, 2009 for the 2009 Street Improvement Project in the Council Chambers of City Hall at 7:00 PM and the clerk shall give mailed and published notice of such hearing and improvement as required by law. Passed and adopted by the Chanhassen City Council this 23`" day of March, 2009. ATTEST: Todd Gerhardt, City Manager Thomas A. Furlong, Mayor YES NO ABSENT Capital Improvement Program 2009 thru 2013 City of Chanhassen, MN Project# ST -021 Project Name Downtown Transit Station Site Imp Account # 1 Account#2 Account # 3 Contact Paul Octane Deparouent Street bapmvements Type Improvement lnernl Lite Category Streets/Highways Priority n/a Total Project Cost $1,845,000 s project is a partnership between the City, Southwest Transit and private property owners. The project will relocate sewer and water utilities area and construct a public road for the preparation of a new 500 stall parking ramp. The street and right of way will be assessed back to the efitin g property owners and the City will need to relocate its' public utilities. The scene shop on the property will need to be demolished and are necessary to facilitate a new 500 stall paling ramp proposed to be built south of the 2009 2010 2011 2012 2013 Total t,two,uu Total 1,845,000 1,845,000 Sources 2009 2010 2011 2012 2013 Total. ............... o..nruiy�1"uu 144.000 Developer Assessments 1,570,000 Sewer Utility Fund 53,00p 1,5,000 53 Water UOfity Fund 18,000 �� 78.ODD Total 1,846,000 1845,0m 106 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 09-18 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, November 17, 2009, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for Preliminary Plat and Site Plan Approval with variances for the construction of a parking ramp on property located south of West 78`" Street, west of Great Plains Boulevard, and north of the Twin Cities and Western Railroad — Chanhassen Transit Station. Applicants: Walker Parking Consultants, SouthWest Transit, and City of Chanhassen. Owners: Bloomberg Companies, Inc. and City of Chanhassen. A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chanhassen.mn.us/serv/t)lan/09-18.html or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Shanneen AI-Jaff, Senior Planner Email: saliaff@ci.chanhassen.mn.us Phone: 952-227-1134 (Publish in the Chanhassen Villager on November 5, 2009) SCANNED CITY OF MEMORANDUM CI NNSEN TO: Sharmeen AI-Jaff, Senior Planner 7700 Market Boulevard FROM: Todd Hoffman, Park & Recreation Director '% PO Box 147 Chanhassen, MN 55317 DATE: October 28, 2009 Administration SUBJ: Chanhassen Transit Station: Recommendation Concerning Park & Trail Phone: 952.227.1100 Conditions of Approval Fax: 952 227.1110 also houses City Hall, the Main Fire Station, and library. Many of the city's Park g Pareation PARKS Building Inspections Market and Summer Concert Series are hosted at the park. Lake Susan Park is Phone 952.227.1180 This property is located within the community park service areas for City Center Fax: 952.227.1190 walking trails, a community ball field, picnic areas, two large playgrounds, and Recreation Center Park and Lake Susan Park. Visitors to the Chanhassen Transit Station have Engineering convenient access to these park locations from the downtown area. The Transit Phone 952.227.1160 Station will be connected to both City Center Park and Lake Susan Park by an Fax, 952.227.1170 existing off-street trail and sidewalk grid. Rnance City Center Park is 12 acres in size and features ball fields, playgrounds, basketball Phone: 952.227.1140 FaO52.227.1110 courts, trails, a skate board park, and winter hockey and ice skating. The property Phone: 952.227.1130 also houses City Hall, the Main Fire Station, and library. Many of the city's Park g Pareation special events, including the 4u' of July Celebration, Huffman 5K Run, Farmers Phone: 952.227.1120 Market and Summer Concert Series are hosted at the park. Lake Susan Park is Fax:952.227.1110 34 acres in size and contains a public water access, fishing pier, extensive off-street Phone: 952.227.1300 walking trails, a community ball field, picnic areas, two large playgrounds, and Recreation Center ample parking. 2310 Coulter Boulevard new transit station project. Phone: 952.227.1400 Fax: 952.227.1404 No additional parkland acquisition is being recommended as a condition of this subdivision. Planning 8 Natural Resources TRAUS Phone: 952.227.1130 Fax: 952.227.1110 The Chanhassen Transit Station will be afforded convenient access to the city's Pubk Works comprehensive trail system. Extensive public trails can be accessed in all 1591 Park Road directions upon leaving the subject property through utilization of downtown Phone: 952.227.1300 streets and walkways. Accessible public walkways, bicycle racks and other Fax: 952.227.1310 pedestrian -oriented improvements should be incorporated as integral features in the new transit station project. Senior Ceder Phone: 952.22Z 1125 Fax: 952227.1110 No additional trail construction is being recommended as a condition of approval of this subdivision. Web Site www.d.chanhassen.mous Man assen is a Commonly for life - Providing for Today and 9 for Tomorrow i_ . -, � � A;- Sharmeen Al-Jaff, Senior Planner October 28, 2009 Page 2 It is recommended that full park fees in lieu of parkland dedication and/or trail construction be collected for Lot 1 Block 1 (1.45 acres) as a condition of approval for Chanhassen Transit Station. The park fees shall be collected in full at the rate in force upon final plat submission and approval. The current park and trail fee charge for commercial property is $12,500 per acre. ATTACHMENTS 1. Park Service Area Map 2. Trail Map gApark\th\chanbassen transit statim.dw Fig ifl1L1 [ 6 WAU •tALfi+ i O KAt� - ilEe. lld4'Eh) N _ ippEk, Ah it1Ff+EY.l t — a EAST BUILDING ELEVATION a.. FIELD BOOK I PAGE FIELDV 2642 55 CHIEF: DRAWING NAME: 33761—ADMIN-2.c JOB NO. 33761 FILE NO. 5989 X K CHECKED BY: n �-4 NO.1 DATE � � J / L >1 n , 0 20 40 60 SCALE IN FEET ADMINISTRATIVE LOT SPLIT FOR: KIMLEY-HORN AND ASSOCIATES INC. EXISTING LEGAL DESCRIPTION: Outlot A, Frontier Cinema Addition, Carver County, Minnesota. PROPOSED LEGAL DESCRIPTION: That part of Outlot A, Frontier Cinema Addition, Carver County, Minnesota, described as follows: Beginning at the southeast corner of sold Outlot A; thence North 00 degrees 33 minutes 26 seconds West, an assumed bearing, along the east line of said Outlot A, a distance of 110.00 feet to a corner on the east line of said OutlotA; thence North 17 degrees 52 minutes 40 seconds East, along said east line of Outlot A, a distance of 6.11 feet; thence North 11 degrees 09 minutes 45 seconds West a distance of 98.29 feet; thence North 78 degrees 50 minutes 15 seconds East a distance of 31.70 feet to the east line of Outlot A; thence North 00 degrees 33 minutes 27 seconds West, along said east line of Outlot A, a distance of 50.12 feet to the northeast corner of said Outlot A; thence South 89 degrees 26 minutes 33 seconds West, along the north line of Outlot A, a distance of 135.82 feet to the northwest corner of said Outlot A; thence South 00 degrees 07 minutes 56 seconds East, along the west line of Outlot A, a distance of 291.41 feet to the southwest corner of said Outlot A; thence North 78 degrees 50 minutes 01 seconds East, along said south line of Outlot A, a distance 125.12 feet to the point of beginning. TRACT B: That part of Outlot A, Frontier Cinema Addition, Carver County, Minnesota, described as follows: Commencing at the southeast corner of Outlot A, Frontier Cinema Addition, Carver County, Minnesota; thence North 00 degrees 33 minutes 26 seconds West, an assumed bearing, along the east line of said Outlot A, a distance of 110.00 feet; thence North 17 degrees 52 minutes 40 seconds East along said east line of Outlot A, a distance of 6.11 feet to the point of beginning of the land to be described; thence North 11 degrees 09 minutes 45 seconds West a distance of 98.29 feet; thence North 78 degrees 50 minutes 15 seconds East a distance of 31.70 feet to said east line of Outlot A; thence southerly along said east line of Outlot A to the point of beginning. NOTES: PROPOSED AREA TABLE: Parcel Sq. Ft Acres Tract A 34,173 0.78 Tract 8 1,971 0.05 Total OutlotArea 36,144 0.83 v� P� C J FIELD BOOK I PAGE FIELDV 2642 55 CHIEF: DRAWING NAME: 33761—ADMIN-2.c JOB NO. 33761 FILE NO. 5989 X K CHECKED BY: n �-4 NO.1 DATE � � J / L >1 n , 0 20 40 60 SCALE IN FEET ADMINISTRATIVE LOT SPLIT FOR: KIMLEY-HORN AND ASSOCIATES INC. EXISTING LEGAL DESCRIPTION: Outlot A, Frontier Cinema Addition, Carver County, Minnesota. PROPOSED LEGAL DESCRIPTION: That part of Outlot A, Frontier Cinema Addition, Carver County, Minnesota, described as follows: Beginning at the southeast corner of sold Outlot A; thence North 00 degrees 33 minutes 26 seconds West, an assumed bearing, along the east line of said Outlot A, a distance of 110.00 feet to a corner on the east line of said OutlotA; thence North 17 degrees 52 minutes 40 seconds East, along said east line of Outlot A, a distance of 6.11 feet; thence North 11 degrees 09 minutes 45 seconds West a distance of 98.29 feet; thence North 78 degrees 50 minutes 15 seconds East a distance of 31.70 feet to the east line of Outlot A; thence North 00 degrees 33 minutes 27 seconds West, along said east line of Outlot A, a distance of 50.12 feet to the northeast corner of said Outlot A; thence South 89 degrees 26 minutes 33 seconds West, along the north line of Outlot A, a distance of 135.82 feet to the northwest corner of said Outlot A; thence South 00 degrees 07 minutes 56 seconds East, along the west line of Outlot A, a distance of 291.41 feet to the southwest corner of said Outlot A; thence North 78 degrees 50 minutes 01 seconds East, along said south line of Outlot A, a distance 125.12 feet to the point of beginning. TRACT B: That part of Outlot A, Frontier Cinema Addition, Carver County, Minnesota, described as follows: Commencing at the southeast corner of Outlot A, Frontier Cinema Addition, Carver County, Minnesota; thence North 00 degrees 33 minutes 26 seconds West, an assumed bearing, along the east line of said Outlot A, a distance of 110.00 feet; thence North 17 degrees 52 minutes 40 seconds East along said east line of Outlot A, a distance of 6.11 feet to the point of beginning of the land to be described; thence North 11 degrees 09 minutes 45 seconds West a distance of 98.29 feet; thence North 78 degrees 50 minutes 15 seconds East a distance of 31.70 feet to said east line of Outlot A; thence southerly along said east line of Outlot A to the point of beginning. NOTES: PROPOSED AREA TABLE: ,N 1. The orientation of this bearing system is based on the Carver County coordinate grid (NAD O 83-86 Adj.). Q 2. Title work was not furnished to Egan, Field & Nowak, Inc. for the preparation of this 2 survey to verify ownership, the legal description, or the existence of any easements or encumbrances. The legal description shown hereon is per previous survey by Egan, Field & Nowak, Inc. nwG Ac'O' M�LW Nv REVISIONS DESCRIPTION \STFgpNnEROF D ADDITION S,G RAILROA P AGIG � ADMINISTRATIVE LOT SPLIT CHANHASSEN TRANSIT STATION SURVEY FOR: KIMLEY-HORN AND ASSOCIATES INC. PROPERTY ADDRESS: 501 78TH STREET WEST CHANHASSEN, MN 55317 3. According to the City of Chanhassen the property is zoned CBD (Central Business District), and has the following building setback and lot size requirements: Minimum Lot Area: 10,000 sq. ft. Minimum Lot Frontage: 100 feet Minimum Lot Depth: 100 feet Setbacks: NA Max. Height: NA Max. lot coverage: NA CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Date of survey. August 12, 2008 Date of signature: October 19, 2009 Brent R. Peters Minnesota License No. 44123 Only if the Surveyor's signature or stamp is in RED is this an original copy. Anything other than an original copy may contain unauthorized alterations to the original. The surveyor accepts no responsibility for non—original copies of this document. 1229 Tyler Street NE, Suite 100 Minneapolis, Minnesota 55413 .� PHONE: (612) 466-3300 FAX: (612) 466-3383 Egan, Field & Nowak, Inc. WWW•EFNSU'RVEY.COM COPYRIGHT © 2009 By EGAN, FIELD & NOWAK, INC. land surveyors since 1872 Parcel Sq. Ft Acres Tract A 34,173 0.78 Tract 8 1,971 0.05 Total OutlotArea 36,144 0.83 ,N 1. The orientation of this bearing system is based on the Carver County coordinate grid (NAD O 83-86 Adj.). Q 2. Title work was not furnished to Egan, Field & Nowak, Inc. for the preparation of this 2 survey to verify ownership, the legal description, or the existence of any easements or encumbrances. The legal description shown hereon is per previous survey by Egan, Field & Nowak, Inc. nwG Ac'O' M�LW Nv REVISIONS DESCRIPTION \STFgpNnEROF D ADDITION S,G RAILROA P AGIG � ADMINISTRATIVE LOT SPLIT CHANHASSEN TRANSIT STATION SURVEY FOR: KIMLEY-HORN AND ASSOCIATES INC. PROPERTY ADDRESS: 501 78TH STREET WEST CHANHASSEN, MN 55317 3. According to the City of Chanhassen the property is zoned CBD (Central Business District), and has the following building setback and lot size requirements: Minimum Lot Area: 10,000 sq. ft. Minimum Lot Frontage: 100 feet Minimum Lot Depth: 100 feet Setbacks: NA Max. Height: NA Max. lot coverage: NA CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Date of survey. August 12, 2008 Date of signature: October 19, 2009 Brent R. Peters Minnesota License No. 44123 Only if the Surveyor's signature or stamp is in RED is this an original copy. Anything other than an original copy may contain unauthorized alterations to the original. The surveyor accepts no responsibility for non—original copies of this document. 1229 Tyler Street NE, Suite 100 Minneapolis, Minnesota 55413 .� PHONE: (612) 466-3300 FAX: (612) 466-3383 Egan, Field & Nowak, Inc. WWW•EFNSU'RVEY.COM COPYRIGHT © 2009 By EGAN, FIELD & NOWAK, INC. land surveyors since 1872 2 -STORY FRAME BUILDING NO'S 540-560 1 ST CORNER O LOT 2, BLOCK 1 FROM EITION R CINEMA ADD 0 30 60 90 SCALE IN FEET NORTHEAST CORNER OF OUTLOT A, FRONTIER CINEMA ADDITION --------- NORTHlNE OF OUROT ---- A, FRO TIER CINEMA ADDITION \ nT r \ O J OLUU; Na ,\ o r P \ J\ < \T 7-� N655928 -W n U I I \ \ 183.29 N "E PROPOSED TEMPORARY CONSTRUCTION 1 STORY WOOD FRAME BUILDING NO. 501 STEPS 2 ELEC METERS 5.0 ENCLOSED WOOD BOX , OVERHEAD WALKWAY FLOOR �4-WA7`ER PIPES ELEK 961.5-- 1 sro?Y CONCRETE /-5.0 ENCLOSED BUILDING / i i i OVERHEAD WALKWAY IEWWWWAI 040+5524.1 'j lipI PIP r 002 V 04 N8924'55"E EASEMENTS Sss39 GLASS & STONE T n i I U I V LJ I L- ij4.3433 R 5759, 4„ a i •44 0 "E 7'58 00 N7 - _ PROPOSED EASEMENT \ _ - DESCRIPTION SOUTHEAST CORNER OF - oUTLOT A, FRONTIER _ OVER THE NORTHEAST QUARTER Iwo CINEMA ADDITION - _ OF THE Ills -_ _ � � � NORTHWEST QUARTER - - PROPOSED EASEMENT DESCRIPTION 1 _ '�, An easement for temporary construction purposes over, under and across the following described property. 1 111 _ rb ` That part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23 which Iles southerly of the north 33.00 feet thereof, which Iles easterly of the plat of Frontier Cinema Addition, according to the 1 - recorded plat thereof, northerly of a line distant 56.5 feet northerly and parallel with the centerline of the Chicago, Milwaukee, St. Paul and Pacific Railroad Companya main track as now laid out and established and which lies southerly of a line drawn parallel and/or concentric with and distant 50.00 feet southeasterly of the following described line: Commencing at a point distant 5.00 feet south from said northeast corner of the Northwest Quarter as measured at a right angle from the north line of said Northwest Quarter; thence on an assumed bearing of West parallel `J with said north line of the Northwest Quarter for 600.00 feet; thence on o bearing of East for 107.01 feet to the actual point of beginning of the line to be described; thence easterly and southeasterly 257.84 feet along a tangential curve concave to the southwest having a radius of 300.00 feet and a central angle of 49 degrees 14 minutes 41 seconds; thence South 40 degrees 45 minutes 19 seconds East, tangent to the last described curve, a distance of 351.48 feet; thence southeasterly and southerly 249.72 feet along a tangential curve concave to the southwest having a radius of 344.92 feet and a central angle of 41 degrees 28 minutes 55 seconds, and sold line - there terminating. Excepting there from the following four parcels: Commencing at the northeast comer of the Northeast Quarter of the Northwest Quarter, Section 13, Township 116, Range 23; thence west along the north line of said Northeast Quarter of the Northwest Quarter a distance of U\ 252.00 feet to the point of beginning of the tract to be described; thence south parallel with the east line of said Northeast Quarter of the Northwest Quarter a distance of 303.00 feet; thence east parallel with the north line of said Northeast Quarter of the Northwest Quarter a distance of 60.00 feet; thence north parallel with the east line of sold Northeast Quarter of the Northwest Quarter a distance of 303.00 feet; thence west 60.00 feet to the PROPOSED EASEMENT paint of beginning. And That art of the Northwest Quarter of Section 13 township 113 Range 23 Carver Count Minnesota described as follows: ..�N DESCRIPTION p °° � P � g � y, e 1 Commencing a the Northeast comer of sold Northwest Quarter; thence south elan the east line of said Northwest Quarter a distance of 351.5 feet; thence weal at right angles 192.00 feet more or lase to its intersection ` Comma g t a Q g Q g g VVV line 192.00 feet weal of and parallel with the east line of sold Northwest uarter, as measured elan a line parallel with the north line of sold Northwest uartar, to the actual point of ba Innin thence continue OVER THE FRONTIER CINEMA with ° p g p Q p g g. along the last described course 15.00 feet; thence north parallel with the east line of Bald Northwest Quarter to a line 303.00 feet south of and parallel with the north line of said Northwest Quarter, as measured along a c ADDITION PROPERTY line parallel with the east line of said Northwest Quarter; thence east parallel with the north line of said Northwest Quarter a distance of 15.00 feet to a line 192.00 feet west of and parallel with the east line of Bald Northwest Quarter, as measured along a line parallel with the north line of said Northwest Quarter; thence south parallel with the east line of sold Northwest Quarter to the point of beginning. AND \ q� All that part of the Northeast Quarter of the Northwest Quarter, Section 13, Township 113, Range 23 which is embraced within the plat of Old Village Hall, according to the recorded plat thereof. AND That part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23, Carver County, Minnesota, described as follows: i1 gOPOSED EASEMENT DESCRIPTION Commencing at the southeast comer of Outlot A, Frontier Cinema Addition, Carver County, Minnesota; thence North 00 degrees 33 minutes 26 seconds West, an assumed bearing, along the east line of said Outlot A, a distance of 61.04 to the point of beginning; thence North 78 degrees 50 minutes 01 seconds East a distance of 49.07 feet; thence North 11 degrees 09 minutes 46 seconds West a distance of 151.75 feet; thence South 78 All that part of Lot 2, Block 1 and Outlot A, Frontier Cinema Addition, according to the recorded plat thereof, Carver degrees 50 minutes 15 seconds West a distance of 5.39 feet to said east line of Outiot A; thence southerly along said east line of Outlot A to the point of beginning. County, Minnesota which lies easterly and southwesterly of the following described line: Commencing at the northeast corner of Outlot A, Frontier Cinema Addition; thence South 89 degrees 26 minutes 33 Said easement is described as follows: seconds West, an assumed bearing along the northerly line of said Outlot A, a distance of 85.87 feet to the point of beginning of the line to be described; thence South 0 degrees 06 minutes 20 seconds East, a distance of 148.67 feet; thence North 85 degrees 59 minutes 28 seconds West, a distance of 183.29 feet to the westerly line of said Lot Beginning at the southeast corner of Outlot A Frontier Cinema Addition, according to the recorded plat thereof; thence North 00 degrees 33 minutes 26 seconds West, an assumed bearing along the easterly line of said Outlot A, a 2 and said line there terminating. distance of 110.00 feet; thence North 17 degrees 52 minutes 40 seconds East, along the easterly line of said Outlot A, a distance of 47.43 feet; then North 00 degrees 33 minutes 27 seconds West, along the easterly line of said Outlot A. a distance of 113.37 feet to the northeast comer of said Outlot A; thence South 89 degrees 26 minutes 33 seconds West, along the northerly line of said Outlot A, a distance of 85.87 feet; thence North 89 degrees 25 minutes 09 seconds East, a distance of 261.47 feet; thence North 00 degrees 35 minutes 05 seconds West, a distance of 29.09 feet; thence North 89 degrees 24 minutes 55 seconds East, a distance of 112.47 feet; thence South 65 degrees 39 minutes 10 seconds East, a distance of 229.09 feet; thence North 54 degrees 12 minutes 00 seconds East, a distance of 67.98 feet; thence South 35 degrees 48 minutes 00 seconds East, a distance of 50.00 feet; thence North 54 degrees 12 minutes 00 seconds East, a distance of 80.00 more or less to a line 207.00 feet easterly and parallel with the east line of the Northeast Quarter of the Northwest Quarter; thence South 00 degrees 14 minutes 52 seconds East, along said parallel line a distance of 2.54 feat; thence North 89 degrees 45 minutes 45 seconds East, a distance of 15.00 feet to the west line of Outlot A. Old Village Hall; thence South 00 degrees 14 minutes 52 seconds East, along sold west line of Old Village Hall, a distance of 27.71 feet to the southwest comer of said Outlot A; thence South 88 degrees 48 minutes 15 seconds East, along the south line of acid Outlot A. a distance of 59.88 feet to the southeast corner of said Outlot A; thence North 00 degrees 14 minutes 52 seconds West, along the easterly line of said Outlot A, a distance of 32.53 feet; thence South 88 degrees 48 minutes 24 seconds East, a distance of 0.48 feet to the southwesterly line of Great Plains Boulevard; thence southeasterly along said southwesterly line of Great Plains Boulevard to its intereection with the north line of the Chicago, Milwaukee, St. Paul and Pacific Railroad Companys right of way, as now laid out and established; thence southwesterly along the north line of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company's right of way to the point of beginning. DENOTES PROPOSED TEMPORARY CONSTRUCTION EASEMENT I FIELD BOOK PAGE FIELDWORK REVISIONS SURVEY FOR: PROPERTY ADDRESS: 2642 55 CHIEF: KK NO. DATE DESCRIPTION TEMPORARY CONSTRUCTION 1229 Tyler Street ne Suite 100 Minneapolis, Minnesota 55413 DRAWN BY: HORN 501 78TH STREET WEST PHONE: (612) 466-3300 KIMLEY- DRAWING NAME: BRP •� FAX: (612) 466-3383 33761 -construct -ease. c VACHECKED EASEMENTS AND ASSOCIATES INC. CHANHASSEN' MN 55317 JOB NO. 33761 Egan, Field &Nowak, Inc. WWw•FFNSUf2VFY.COM BY: COPYRIGHT© 2009 By EGAN, FIELD & NOWAK, INC. FILE NO. 5989 BRP land surveyors since 1872 Y I / J Y/ m N� �Q OQ �Q oe ii �U a� �W �1:z 2 Q),p �O �� wN I W N N8971'10"E 45.42 i I I 1 \ \ ST CORNER O LOT 2, BLOCK 1 FROM EITION R CINEMA ADD 0 30 60 90 SCALE IN FEET NORTHEAST CORNER OF OUTLOT A, FRONTIER CINEMA ADDITION --------- NORTHlNE OF OUROT ---- A, FRO TIER CINEMA ADDITION \ nT r \ O J OLUU; Na ,\ o r P \ J\ < \T 7-� N655928 -W n U I I \ \ 183.29 N "E PROPOSED TEMPORARY CONSTRUCTION 1 STORY WOOD FRAME BUILDING NO. 501 STEPS 2 ELEC METERS 5.0 ENCLOSED WOOD BOX , OVERHEAD WALKWAY FLOOR �4-WA7`ER PIPES ELEK 961.5-- 1 sro?Y CONCRETE /-5.0 ENCLOSED BUILDING / i i i OVERHEAD WALKWAY IEWWWWAI 040+5524.1 'j lipI PIP r 002 V 04 N8924'55"E EASEMENTS Sss39 GLASS & STONE T n i I U I V LJ I L- ij4.3433 R 5759, 4„ a i •44 0 "E 7'58 00 N7 - _ PROPOSED EASEMENT \ _ - DESCRIPTION SOUTHEAST CORNER OF - oUTLOT A, FRONTIER _ OVER THE NORTHEAST QUARTER Iwo CINEMA ADDITION - _ OF THE Ills -_ _ � � � NORTHWEST QUARTER - - PROPOSED EASEMENT DESCRIPTION 1 _ '�, An easement for temporary construction purposes over, under and across the following described property. 1 111 _ rb ` That part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23 which Iles southerly of the north 33.00 feet thereof, which Iles easterly of the plat of Frontier Cinema Addition, according to the 1 - recorded plat thereof, northerly of a line distant 56.5 feet northerly and parallel with the centerline of the Chicago, Milwaukee, St. Paul and Pacific Railroad Companya main track as now laid out and established and which lies southerly of a line drawn parallel and/or concentric with and distant 50.00 feet southeasterly of the following described line: Commencing at a point distant 5.00 feet south from said northeast corner of the Northwest Quarter as measured at a right angle from the north line of said Northwest Quarter; thence on an assumed bearing of West parallel `J with said north line of the Northwest Quarter for 600.00 feet; thence on o bearing of East for 107.01 feet to the actual point of beginning of the line to be described; thence easterly and southeasterly 257.84 feet along a tangential curve concave to the southwest having a radius of 300.00 feet and a central angle of 49 degrees 14 minutes 41 seconds; thence South 40 degrees 45 minutes 19 seconds East, tangent to the last described curve, a distance of 351.48 feet; thence southeasterly and southerly 249.72 feet along a tangential curve concave to the southwest having a radius of 344.92 feet and a central angle of 41 degrees 28 minutes 55 seconds, and sold line - there terminating. Excepting there from the following four parcels: Commencing at the northeast comer of the Northeast Quarter of the Northwest Quarter, Section 13, Township 116, Range 23; thence west along the north line of said Northeast Quarter of the Northwest Quarter a distance of U\ 252.00 feet to the point of beginning of the tract to be described; thence south parallel with the east line of said Northeast Quarter of the Northwest Quarter a distance of 303.00 feet; thence east parallel with the north line of said Northeast Quarter of the Northwest Quarter a distance of 60.00 feet; thence north parallel with the east line of sold Northeast Quarter of the Northwest Quarter a distance of 303.00 feet; thence west 60.00 feet to the PROPOSED EASEMENT paint of beginning. And That art of the Northwest Quarter of Section 13 township 113 Range 23 Carver Count Minnesota described as follows: ..�N DESCRIPTION p °° � P � g � y, e 1 Commencing a the Northeast comer of sold Northwest Quarter; thence south elan the east line of said Northwest Quarter a distance of 351.5 feet; thence weal at right angles 192.00 feet more or lase to its intersection ` Comma g t a Q g Q g g VVV line 192.00 feet weal of and parallel with the east line of sold Northwest uarter, as measured elan a line parallel with the north line of sold Northwest uartar, to the actual point of ba Innin thence continue OVER THE FRONTIER CINEMA with ° p g p Q p g g. along the last described course 15.00 feet; thence north parallel with the east line of Bald Northwest Quarter to a line 303.00 feet south of and parallel with the north line of said Northwest Quarter, as measured along a c ADDITION PROPERTY line parallel with the east line of said Northwest Quarter; thence east parallel with the north line of said Northwest Quarter a distance of 15.00 feet to a line 192.00 feet west of and parallel with the east line of Bald Northwest Quarter, as measured along a line parallel with the north line of said Northwest Quarter; thence south parallel with the east line of sold Northwest Quarter to the point of beginning. AND \ q� All that part of the Northeast Quarter of the Northwest Quarter, Section 13, Township 113, Range 23 which is embraced within the plat of Old Village Hall, according to the recorded plat thereof. AND That part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23, Carver County, Minnesota, described as follows: i1 gOPOSED EASEMENT DESCRIPTION Commencing at the southeast comer of Outlot A, Frontier Cinema Addition, Carver County, Minnesota; thence North 00 degrees 33 minutes 26 seconds West, an assumed bearing, along the east line of said Outlot A, a distance of 61.04 to the point of beginning; thence North 78 degrees 50 minutes 01 seconds East a distance of 49.07 feet; thence North 11 degrees 09 minutes 46 seconds West a distance of 151.75 feet; thence South 78 All that part of Lot 2, Block 1 and Outlot A, Frontier Cinema Addition, according to the recorded plat thereof, Carver degrees 50 minutes 15 seconds West a distance of 5.39 feet to said east line of Outiot A; thence southerly along said east line of Outlot A to the point of beginning. County, Minnesota which lies easterly and southwesterly of the following described line: Commencing at the northeast corner of Outlot A, Frontier Cinema Addition; thence South 89 degrees 26 minutes 33 Said easement is described as follows: seconds West, an assumed bearing along the northerly line of said Outlot A, a distance of 85.87 feet to the point of beginning of the line to be described; thence South 0 degrees 06 minutes 20 seconds East, a distance of 148.67 feet; thence North 85 degrees 59 minutes 28 seconds West, a distance of 183.29 feet to the westerly line of said Lot Beginning at the southeast corner of Outlot A Frontier Cinema Addition, according to the recorded plat thereof; thence North 00 degrees 33 minutes 26 seconds West, an assumed bearing along the easterly line of said Outlot A, a 2 and said line there terminating. distance of 110.00 feet; thence North 17 degrees 52 minutes 40 seconds East, along the easterly line of said Outlot A, a distance of 47.43 feet; then North 00 degrees 33 minutes 27 seconds West, along the easterly line of said Outlot A. a distance of 113.37 feet to the northeast comer of said Outlot A; thence South 89 degrees 26 minutes 33 seconds West, along the northerly line of said Outlot A, a distance of 85.87 feet; thence North 89 degrees 25 minutes 09 seconds East, a distance of 261.47 feet; thence North 00 degrees 35 minutes 05 seconds West, a distance of 29.09 feet; thence North 89 degrees 24 minutes 55 seconds East, a distance of 112.47 feet; thence South 65 degrees 39 minutes 10 seconds East, a distance of 229.09 feet; thence North 54 degrees 12 minutes 00 seconds East, a distance of 67.98 feet; thence South 35 degrees 48 minutes 00 seconds East, a distance of 50.00 feet; thence North 54 degrees 12 minutes 00 seconds East, a distance of 80.00 more or less to a line 207.00 feet easterly and parallel with the east line of the Northeast Quarter of the Northwest Quarter; thence South 00 degrees 14 minutes 52 seconds East, along said parallel line a distance of 2.54 feat; thence North 89 degrees 45 minutes 45 seconds East, a distance of 15.00 feet to the west line of Outlot A. Old Village Hall; thence South 00 degrees 14 minutes 52 seconds East, along sold west line of Old Village Hall, a distance of 27.71 feet to the southwest comer of said Outlot A; thence South 88 degrees 48 minutes 15 seconds East, along the south line of acid Outlot A. a distance of 59.88 feet to the southeast corner of said Outlot A; thence North 00 degrees 14 minutes 52 seconds West, along the easterly line of said Outlot A, a distance of 32.53 feet; thence South 88 degrees 48 minutes 24 seconds East, a distance of 0.48 feet to the southwesterly line of Great Plains Boulevard; thence southeasterly along said southwesterly line of Great Plains Boulevard to its intereection with the north line of the Chicago, Milwaukee, St. Paul and Pacific Railroad Companys right of way, as now laid out and established; thence southwesterly along the north line of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company's right of way to the point of beginning. DENOTES PROPOSED TEMPORARY CONSTRUCTION EASEMENT I FIELD BOOK PAGE FIELDWORK REVISIONS SURVEY FOR: PROPERTY ADDRESS: 2642 55 CHIEF: KK NO. DATE DESCRIPTION TEMPORARY CONSTRUCTION 1229 Tyler Street ne Suite 100 Minneapolis, Minnesota 55413 DRAWN BY: HORN 501 78TH STREET WEST PHONE: (612) 466-3300 KIMLEY- DRAWING NAME: BRP •� FAX: (612) 466-3383 33761 -construct -ease. c VACHECKED EASEMENTS AND ASSOCIATES INC. CHANHASSEN' MN 55317 JOB NO. 33761 Egan, Field &Nowak, Inc. WWw•FFNSUf2VFY.COM BY: COPYRIGHT© 2009 By EGAN, FIELD & NOWAK, INC. FILE NO. 5989 BRP land surveyors since 1872 PRELIMINARY PLAT OF CHANHASSEN TRANSIT STATION FOR: KIMLEY-HORN AND ASSOCIATES INC. NOTES: 1. The orientation of this bearing system is based on the Carver County coordinate grid (NAD 83-86 Adj.). 2. Title work was not furnished to Egan, Field & Nowak, Inc. for the preparation of this survey to verify ownership, the legal description, or the existence of any easements or encumbrances. The legal description shown hereon is per previous survey by Egan, Field & Nowak, Inc. 3. Existing utilities, services and underground structures shown hereon were located either physically, from existing records made available to us or by resident testimony. Other utilities and services may be present. Verification and location of all utilities and services should be obtained from the owners of the respective utilities prior to any design, planning or excavation. 4. BENCHMARK: Top of nut of fire hydrant on the second island south of the cinema building Elevation = 962.88 feet. (NAVD 1988) 5. According to the City of Chanhassen the property is zoned CBD (Central Business District), and has the following building setback and lot size requirements: Minimum Lot Area: 10,000 sq. ft. Minimum Lot Frontage: 100 feet Minimum Lot Depth: 100 feet Setbacks: NA Max. Height: NA Max. lot coverage: NA EXISTING LEGAL DESCRIPTION: Tract 1: PROPOSED LEGAL DESCRIPTION: Lots 1, 2 and 3, Block 1, CHANHASSEN TRANSIT STATION, Carver County, Minnesota. Lot 1, Block 2, CHANHASSEN TRANSIT STATION, Carver County, Minnesota. Outlots A and B, CHANHASSEN TRANSIT STATION, Carver County, Minnesota. EASEMENT NOTE: There are existing easements that affect the subject property that are not shown hereon; said easements are not shown due to the fact that the client has indicated that said easements will be vacated prior to the platting process. CERTIFICATION: I hereby certify that this plan, report or specification was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Date of survey, August 12, 2008 Date of signature: October 19, 2009 -------------------- Brent R. Peters Minnesota License No. 44123 That part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23, described as follows: Commencing at a point on the North line of said Section 13, distant 312.0 feet West from the North Quarter corner thereof; thence South at right angles to said North line 33.0 feet to the actual point of beginning; thence continuing South along the last described course 94.66 feet to the Southerly right—of—way line of Highway 101, thence Southeasterly along said Southerly right—of—way line a distance of 12.58 feet along a curve concave to the Southwest, having a delta of 2 degrees 33 minutes 55 seconds and a radius of 281.00 feet; thence South 38 degrees 51 minutes 39 seconds East a distance of 235.02 feet; thence South 56 degrees 58 minutes 06 seconds West a distance of 197.68 feet; thence North 88 degrees 06 minutes 20 seconds West, parallel with the North line of said section, a distance of 354.91 feet; thence North 1 degree 11 minutes 04 seconds East a distance of 76.15 feet; thence West parallel with said North line 311.88 feet; thence North parallel with the West line of said Northeast Quarter of the Northwest Quarter a distance of 319.03 feet to a point 33.0 feet South of the North line of said Section 13; thence East parallel with said North line a distance of 675.18 feet to the point of beginning, Carver County, Minnesota. Excepting from the above described parcel the following: Parcel 1: All that part of the following described property. That part of the Northeast Quarter of the Northwest Quarter (NE / of NW �/) of Section 13, Township 116, Range 23, described as follows: Commencing at the Northeast corner of said Quarter—Quarter; thence West along the North line of said Quarter—Quarter distant 252.0 feet to the actual point of beginning of the tract to be described; thence continuing West along said North line 60.0 feet; thence South parallel with the East line of said Quarter— Quarter distant 378.0 feet to the Northerly right—of—way of the Chicago, Milwaukee, St. Paul and Pacific Railroad; thence East along said Railroad right—of—way 120.0 feet to a point 192 feet West of the East line of said Quarter—Quarter; thence North parallel with said East line 75.0 feet to a point 303.0 feet South of the North line of said Quarter—Quarter; thence West parallel with said North line 60.0 feet; thence North 303.0 feet to the actual point of beginning; except that part of the above described premises taken for highway purposes. Which lies Northerly of a line drawn parallel and/or concentric with and distant 50.00 feet Southeasterly from the following described line: Commencing at a point distant 5.00 feet South from said Northeast corner of the Northwest Quarter as measured at a right angle from the North line of said Northwest Quarter; thence on an assumed bearing of West parallel with said North line of the Northwest Quarter for 600.00 feet; thence on a bearing of East for 107.01 feet to the actual point of beginning of said line; thence Easterly and Southeasterly for 257.84 feet along a tangential curve concave to the Southwest having a radius of 300.00 feet and a central angle of 49 degrees 14 minutes 41 seconds; thence South 40 degrees 45 minutes 19 seconds East, tangent to said curve, for 351.48 feet; thence Southeasterly and Southerly for 249.72 feet along a tangential curve concave to the Southwest having a radius of 344.92 feet and a central angle of 41 degrees 28 minutes 55 seconds, and said line there terminating. Said point of termination of said line is more particularly described as follows: Commencing at said Northeast corner of the Northwest Quarter; thence Southerly along the East line of said Northwest Quarter for 605.95 feet; thence Easterly perpendicular to the last described line for 32.13 feet to said point of termination And all that part of the following described property, Commencing at a point 20 rods South of the Northeast corner of the Northwest Quarter of Section 13, Township 116, Range 23, thence running West 8 rods; thence South at right angles to the last line to the North line of the right—of—way of the Hastings and Dakota Division of the Chicago, Milwaukee and St. Paul Railway Company, thence Easterly along said North line of said right—of—way to a point where the North and South center line of said Section 13 strikes said North line of said right—of—way of said Railway Company, thence North on said center line to place of beginning, situated in the Northeast Quarter of the Northwest Quarter of said Section 13, containing 13/100 acres more or less. Except that part of the above described property conveyed in Deed Book 128, page 214 files of the Carver County Recorder, Carver County, Minnesota, and being more particularly described as being the North 21.5 feet of the above described property. Parcel 2: All that part of the following described property. All that part of the Northeast Quarter of the Northwest Quarter (NE �/ of NW �/) of Section Thirteen (13), Township One Hundred Sixteen (116), Range Twenty Three (23), lying West of a line drawn parallel with and distant 312 feet West of the North and South Quarter section line of said Section Thirteen (13), North of the right—of—way of the Chicago, Milwaukee, St. Paul and Pacific Railway Company and East of the following described line, to—wit: Beginning at a point 537 feet West and 33 feet South of the Northeast corner of the Northeast Quarter of the Northwest Quarter (NE �/ of NW %) of said Section Thirteen (13); thence South at right angles to the North Line of said Section 155 feet to the Southeast corner of the tract of land described in Book 30 of Deeds, page 459; thence West at right angles 25 feet; thence South and parallel with the West line of said Northeast Quarter of the Northwest Quarter (NE �/ of NW %) to the North line of the right—of—way of the Chicago, Milwaukee, St. Paul and Pacific Railway. parallel with the North line of said Northwest Quarter; thence South parallel with the East line of said Northwest Quarter to the point of beginning. line of said Northwest Quarter to the point of beginning. And all that part of the following described property. That part of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company's right—of—way in the Northeast Quarter of the Northeast Quarter of the Northwest Quarter (NE X of NE �/ of NW �/) of Section 13, Township 116 North, Range 23 West, in the Village of Chanhassen, Carver County, Minnesota, which lies Northerly of a line distant fifty six and one half feet (56.5') Northerly of, (measured at right angles and radially to) and parallel with the center line of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company's main track as now there laid and established, said right—of—way having been acquired by Warranty Deed from John P. Rosbach and wife to Hastings and Dakota Railway Company (predecessor of the Chicago, Milwaukee and St. Paul Railway Company) dated October 9, 1880 and recorded in Book 5 of Deeds, pages 483 and 484 in Register of Deeds Office of Carver County and by two Warranty )eeds from John P. Rosbach and wife to Chicago, Milwaukee and St. Paul Railway Company (predecessor to the Chicago, Milwaukee, St. Paul and Pacific Railway Company) one dated July 21, 1881, recorded in Register of Deeds Office in Book "Y", page 427 and 428 and the other dated July 15, 1912, recorded in Book 23 of Deeds, page 311. Quarter, as measured along a line parallel with the North line of said Northwest Quarter; thence South parallel with the East line of said Northwest Quarter to the point of beginning. line of said Northwest Quarter to the point of beginning. Which lies Northerly of a line drawn parallel and/or concentric with and distant 50.00 feet Southwesterly from the following described line: Commencing at a point distant 5.00 feet South from said Northeast corner of the Northwest Quarter as measured at a right angle from the North line of said Northwest Quarter; thence on an assumed bearing of West parallel with said North line of the Northwest Quarter for 600.00 feet; thence on a bearing of East for 107.01 feet to the actual point of beginning of said line; thence Easterly and Southeasterly for 257.84 feet along a tangential curve concave to the Southwest having a radius of 300.00 feet and a central angle of 49 degrees 14 minutes 41 seconds; thence South 40 degrees 45 minutes 19 seconds East, tangent to said curve, for 351.48 feet; thence Southeasterly and Southerly for 249.72 feet along a tangential curve concave to the Southwest having a radius of 344.92 feet and a central angle of 41 degrees 28 minutes 55 seconds and said line there terminating. Quarter—Quarter distant 303 Said point of termination of said line is more particularly described as follows: 23, Carver County, Minnesota, described as follows: Commencing at the Commencing at said Northeast corner of the Northwest Quarter; thence Southerly along the East line of said Northwest Quarter for 605.95 feet; thence Easterly perpendicular to the last described line for 32.13 feet to said point of termination. Parcel 3: 192.0 feet more or less to its intersection with a line 192.0 feet West of and parallel with Commencing at the Northeast (NE) corner of the Northeast Quarter of the Northwest Quarter (NE �/ NW k) Section 13, Township 116, Range 23; thence West along the North line of said Quarter—Quarter, a distance of 252 feet to the actual point of beginning of tract of land to be described; thence South parallel with the East line of said Quarter—Quarter distant 303 feet; thence East parallel with the North line of said Quarter—Quarter a distance of 60 feet; thence North parallel with the East line of said Quarter—Quarter line a distance of 303 feet; thence West 60 feet to the point of beginning. East line of said Northwest Quarter to a line 303.0 feet South of Situate in the Northeast Quarter of the Northwest Quarter (NE '/ NW �/) of Section 13, Township 116, Range 23 Subject to street and road easements and any encumbrances or deeds of record. IP.17 That part of the Northwest Quarter of Section 13, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Northeast corner of said Northwest Quarter; thence South along the East line of said Northwest Quarter a distance of 351.5 feet; thence West at right angles 192.0 feet more or less to its intersection with a line 192.0 feet West of and parallel with the East line of said Northwest Quarter, as measured along a line parallel with the North line of said Northwest Quarter, to the actual point of beginning; thence continuing along the last described course 15.0 feet; thence North parallel with the East line of said Northwest Quarter to a line 303.0 feet South of and parallel with the North line of said Northwest Quarter; as measured along a line parallel with the East line of said Northwest Quarter; thence East parallel with the North line of said Northwest Quarter a distance of 15.0 feet to a line 192.0 feet West of and parallel with the East line of said Northwest Quarter, as measured along a line parallel with the North line of said Northwest Quarter; thence South parallel with the East line of said Northwest Quarter to the point of beginning. line of said Northwest Quarter to the point of beginning. Tract 2: That part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23 which lies North of a line parallel with and 56.50 feet northerly of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company main track center line as now laid out and established, East of the plat of Frontier Cinema Addition, lying West of the Westerly line of Highway 101 and South of that part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23, described as follows: Commencing at a point on the North line of said Section 13, distant 312.0 feet West from the North Quarter corner thereof; thence South at right angles to said North line 33.0 feet to the actual point of beginning; thence continuing South along the last described course 94.66 feet to the Southerly right—of way line of Highway 101, thence Southeasterly along said Southerly right—of—way line a distance of 12.58 feet along a curve concave to the Southwest, having a delta of 2 degrees 33 minutes 55 seconds and a radius of 281.00 feet; thence South 38 degrees 51 minutes 39 seconds East a distance of 235.02 feet; thence South 56 degrees 58 minutes 06 seconds West a distance of 197.68 feet; thence North 88 degrees 06 minutes 20 seconds West, parallel with the North line of said section, a distance of 354.91 feet; thence North 1 degree 11 minutes 04 seconds East a distance of 76.15 feet; thence West parallel with said north line 311.88 feet; thence North parallel with the West line of said Northeast Quarter of the Northwest Quarter a distance of 319.03 feet to a point 33.0 feet South of the North line of said Section 13; thence East parallel with said North line a distance of 675.18 feet to the point of beginning, Carver County, Minnesota except that part Commencing at a point, said point being the northeast corner of the Northwest Quarter of Section 13, Township 116, Range 23; running thence West on the North Section line of Section 13, Township and Range aforesaid, a distance of 252 feet; thence due South a distance of 188 feet to a point; thence due East a distance of 60 feet to a point which is the point of beginning of the land herein to be described; thence due South a distance of 196 feet to a point; thence due East a distance of 60 feet to a point; thence due North a distance of 196 feet to a point; thence due West a distance of 60 feet to the place of beginning. Said tract being in the NEI/4 of NW 1/4 of Section 13, Township 116, Range 23 West. And except the following described parcel: That part of the Northwest Quarter of Section 13, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Northeast corner of said Northwest Quarter; thence South along the East line of said Northwest Quarter a distance of 351.5 feet; thence West at right angles 192.0 feet more or less to its intersection with a line 192.0 feet West of and parallel with the East line of said Northwest Quarter, as measured along a line parallel with the North line of said Northwest Quarter, to the actual point of beginning; thence continuing along the last described course 15.0 feet; thence North parallel with the East line of said Northwest Quarter to a line 303.0 feet South of and parallel with the North line of said Northwest Quarter; as measured along a line parallel with the East line of said Northwest Quarter; thence East parallel with the North line of said Northwest Quarter a distance of 15.0 feet to a line 192.0 feet West of and parallel with the East line of said Northwest Quarter, as measured along a line parallel with the North line of said Northwest Quarter to the point line of said Northwest Quarter; thence South parallel with the East line of said Northwest Quarter to the point of beginning. 0 a � GREAT PLAINS BOULEVARD —< M WEST 78TH STREET W SITE GPP�y a y M a �r 12A NO• STq� u1NE soo N HIGHWAY Of 0 a. VICINITY MAP NOT TO SCALE Tract 3: OWNERS: BLOOMBERG COMPANIES INC PO BOX 730 CHANHASSEN, MN 55317 PHONE: NA CITY OF CHANHASSEN 7700 MARKET BLVD PO BOX 147 CHANHASSEN, MN 55317 PHONE: 952-227-1100 SURVEYOR: EGAN, FIELD & NOWAK, INC. 1229 TYLER STREET NE SUITE 100 MINNEAPOLIS, MN 55413 PHONE: 612-466-3300 ENGINEER: KIMLEY—HORN AND ASSOCIATES INC. 2550 UNIVERSITY AVE WEST SUITE 345N ST. PAUL, MN 55114 651-645-4197 All that part of the following described property. of the Northwest Quarter as measured at a right angle from the North line of said Northwest Quarter; thence on an That part of the Northeast Quarter of the Northwest Quarter (NE X of NW �/) of Section 13, Township 116, Range 23, described as follows: Commencing at the northeast corner of the Northeast Quarter of the Northwest Quarter, Section 13, Township 116, Range 23; thence west along the north line of said Northeast Quarter of the Northwest Quarter a distance of 252.00 feet to the point of beginning of the tract to be described; thence south parallel with the east line of said Northeast Quarter of the Northwest Quarter a distance of 303.00 feet; thence east parallel with the north line of said Northeast Quarter of the Northwest Quarter a distance of 60.00 feet; thence north parallel with the east line of said Northeast Quarter of the Northwest Quarter a distance of 303.00 feet; thence west 60.00 feet to the point of beginning. Which lies Southerly of a line drawn parallel and/or concentric with and distant 50.00 feet Southeasterly from the following described line: Commencing at a point distant 5.00 feet South from said Northeast corner of the Northwest Quarter as measured at a right angle from the North line of said Northwest Quarter; thence on an assumed bearing of West parallel with said North line of the Northwest Quarter for 600.00 feet; thence on a bearing of East for 107.01 feet to the actual point of beginning of said line; thence Easterly and Southeasterly for 257.84 feet along a tangential curve concave to the Southwest having a radius of 300.00 feet and a central angle of 49 degrees 14 minutes 41 seconds; thence South 40 degrees 45 minutes 19 seconds East, tangent to said curve, for 351.48 feet; thence Southeasterly and Southerly for 249.72 feet along a tangential curve concave to the Southwest having a radius of 344.92 feet and a central angle of 41 degrees 28 minutes 55 seconds, and said line there terminating. parallel with the north line of said Northwest Quarter, as And That part of the Northwest Quarter of Section 13, township 113, Range 23, Carver County, Minnesota, described as follows: Addition, Carver County, Minnesota; thence North 00 degrees 33 minutes 26 seconds West, Commencing at the Northeast corner of said Northwest Quarter; thence south along the east line of said Northwest Quarter a distance of 351.5 feet; thence west at right angles 192.00 feet more or less to its intersection with a line 192.00 feet west of and parallel with the east line of said Northwest Quarter, as measured along a line parallel with the north line of said Northwest Quarter, to the actual point of beginning; thence continue along the last described course 15.00 feet; thence north parallel with the east line of said Northwest Quarter to a line 303.00 feet south of and parallel with the north line of said Northwest Quarter, as measured along a line parallel with the east line of said Northwest Quarter; thence east parallel with the north line of said Northwest Quarter a distance of 15.00 feet to a line 192.00 feet west of and parallel with the east line of said Northwest Quarter, as measured along a line parallel with the north line of said Northwest Quarter; thence south parallel with the east line of said Northwest Quarter to the point of beginning. AND Outlot A, Old Village Hall, According to the recorded plat thereof Tract 4: That part of Outlot A, Frontier Cinema Addition, Carver County, Minnesota, described as follows: Commencing at the southeast corner of Outlot A, Frontier Cinema Addition, Carver County, Minnesota; thence North 00 degrees 33 minutes 26 seconds West, an assumed bearing, along the east line of said Outlot A, a distance of 110.00 feet; thence North 17 degrees 52 minutes 40 seconds East along said east line of Outlot A, a distance of 6.11 feet to the point of beginning; thence North 11 degrees 09 minutes 45 seconds West a distance of 98.29 feet; thence North 78 degrees 50 minutes 15 seconds East a distance of 31.70 feet to said east line of Outlot A; thence southerly along said east line of Outlot A to the point of beginning. REVISED LEGAL DESCRIPTION: PARCEL 1: That part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23 which lies southerly of the north 33.00 feet thereof, which lies easterly of the plat of Frontier Cinema Addition, according to the recorded plat thereof, northerly of a line distant 56.5 feet northerly and parallel with the centerline of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company's main track as now laid out and established and which lies southerly of a line drawn parallel and/or concentric with and distant 50.00 feet southeasterly of the following described line: Commencing at a point distant 5.00 feet south from said northeast corner of the Northwest Quarter as measured at a right angle from the north line of said Northwest Quarter; thence on an assumed bearing of West parallel with said north line of the Northwest Quarter for 600.00 feet; thence on a bearing of East for 107.01 feet to the actual point of beginning of the line to be described; thence easterly and southeasterly 257.84 feet along a tangential curve concave to the southwest having a radius of 300.00 feet and a central angle of 49 degrees 14 minutes 41 seconds; thence South 40 degrees 45 minutes 19 seconds East, tangent to the last described curve, a distance of 351.48 feet; thence southeasterly and southerly 249.72 feet along a tangential curve concave to the southwest having a radius of 344.92 feet and a central angle of 41 degrees 28 minutes 55 seconds, and said line there terminating. Excepting therefrom the following three parcels: Commencing at the northeast corner of the Northeast Quarter of the Northwest Quarter, Section 13, Township 116, Range 23; thence west along the north line of said Northeast Quarter of the Northwest Quarter a distance of 252.00 feet to the point of beginning of the tract to be described; thence south parallel with the east line of said Northeast Quarter of the Northwest Quarter a distance of 303.00 feet; thence east parallel with the north line of said Northeast Quarter of the Northwest Quarter a distance of 60.00 feet; thence north parallel with the east line of said Northeast Quarter of the Northwest Quarter a distance of 303.00 feet; thence west 60.00 feet to the point of beginning. And That part of the Northwest Quarter of Section 13, township 113, Range 23, Carver County, Minnesota, described as follows: Commencing at the southeast corner of Outlot A, Frontier Cinema Commencing at the Northeast corner of said Northwest Quarter; thence south along the east line of said Northwest Quarter Commencing at the Northeast corner of said Northwest Quarter; thence south along the east line of said Northwest Quarter a distance of 351.5 feet; thence west at right angles 192.00 feet more or less to its intersection with a line 192.00 feet west of and parallel with the east line of said Northwest Quarter, as measured along a line parallel with the north line of said Northwest Quarter, to the actual point of beginning; thence continue along the last described course 15.00 feet; thence north parallel with the east line of said Northwest Quarter to a line 303.00 feet south of and parallel with the north line of said Northwest Quarter, as measured along a line parallel with the east line of said Northwest Quarter; thence east parallel with the north line of said Northwest Quarter a distance of 15.00 feet to a line 192.00 feet west of and parallel with the east line of said Northwest Quarter, as measured along a line parallel with the north line of said Northwest Quarter; thence south parallel with the east line of said Northwest Quarter to the point of beginning. AND AND All that part of the Northeast Quarter of the Northwest Quarter, Section 13, Township 113, Range 23 which is embraced within the plat of Old Village Hall, according to the recorded plat thereof. PARCEL 2: All that part of the following described property. That part of the Northeast Quarter of the Northwest Quarter (NE 34 of NW �/) of Section 13, Township 116, Range 23, described as follows Commencing at the northeast corner of the Northeast Quarter of the Northwest Quarter, Section 13, Township 116, Range 23; thence west along the north line of said Northeast Quarter of the Northwest Quarter a distance of 252.00 feet to the point of beginning of the tract to be described; thence south parallel with the east line of said Northeast Quarter of the Northwest Quarter a distance of 303.00 feet; thence east parallel with the north line of said Northeast Quarter of the Northwest Quarter a distance of 60.00 feet; thence north parallel with the east line of said Northeast Quarter of the Northwest Quarter a distance of 303.00 feet; thence west 60.00 feet to the point of beginning. Which lies Southerly of a line drawn parallel and/or concentric with and distant 50.00 feet Southeasterly from the following described line: Commencing at a point distant 5.00 feet South from said Northeast corner of the Northwest Quarter as measured at a right angle from the North line of said Northwest Quarter; thence on an assumed bearing of West parallel with said North line of the Northwest Quarter for 600.00 feet; thence on a bearing of East for 107.01 feet to the actual point of beginning of said line; thence Easterly and Southeasterly for 257.84 feet along a tangential curve concave to the Southwest having a radius of 300.00 feet and a central angle of 49 degrees 14 minutes 41 seconds; thence South 40 degrees 45 minutes 19 seconds East, tangent to said curve, for 351.48 feet; thence Southeasterly and Southerly for 249.72 feet along a tangential curve concave to the Southwest having a radius of 344.92 feet and a central angle of 41 degrees 28 minutes 55 seconds, and said line there terminating. And That part of the Northwest Quarter of Section 13, township 113, Range 23, Carver County, Minnesota, described as follows: Commencing at the southeast corner of Outlot A, Frontier Cinema Commencing at the Northeast corner of said Northwest Quarter; thence south along the east line of said Northwest Quarter a distance of 351.5 feet; thence west at right angles 192.00 feet more or less to its intersection with a line 192.00 feet west of and parallel with the east line of said Northwest Quarter, as measured along a line parallel with the north line of said Northwest Quarter, to the actual point of beginning; thence continue along the last described course 15.00 feet; thence north parallel with the east line of said Northwest Quarter to a line 303.00 feet south of and parallel with the north line of said Northwest Quarter, as measured along a line parallel with the east line of said Northwest Quarter; thence east parallel with the north line of said Northwest Quarter a distance of 15.00 feet to a line 192.00 feet west of and parallel with the east line of said Northwest Quarter, as measured along a line parallel with the north line of said Northwest Quarter; thence south parallel with the east line of said Northwest Quarter to the point of beginning. AND Outlot A, Old Village Hall, According to the recorded plat thereof. PARCEL 3: Together with that part of Outlot A, Frontier Cinema Addition, Carver County, Minnesota, described as follows: Commencing at the southeast corner of Outlot A, Frontier Cinema Addition, Carver County, Minnesota; thence North 00 degrees 33 minutes 26 seconds West, an assumed bearing, along the east line of said Outlot A, a distance of 110.00 feet; thence North 17 degrees 52 minutes 40 seconds East along said east line of Outlot A, a distance of 6.11 feet to the point of beginning; thence North 11 degrees 09 minutes 45 seconds West a distance of 98.29 feet; thence North 78 degrees 50 minutes 15 seconds East a distance of 31.70 feet to said east line of Outlot A; thence southerly along said east line of Outlot A to the point of beginning. FIELD BOOK PAGE CHIEFwORK REVISIONS SURVEY FOR: PROPERTY ADDRESS: � 2642 55 KK N0. DATE DESCRIPTION PRELIMINARY P LAT O F 1229 Tyler Street N�, Suite 100 DRAWN aY: Minneapolis, Minnesota 55413 DRAWING NAME: PJD KIMLEY-HORN 501 78TH STREET WEST �� PfAX:�(612) 466-338300 33761—pplat—new.dwg CHECKED CHANHASSEN TRANSIT STATION AND ASSOCIATES INC. CHANHASSEN, MN 55317 WWW.��NSURV�Y.COM JOB NO. 33761 By. Agan, field Fr Nowak, inc• COPYRIGHT © 2009 By EGAN, FIELD & NOWAK, INC. FILE NO. 5989 BRP land surveyors since 1872 0 30 60 90 SCALE IN FEET LEGEND Sq. Ft MHO MANHOLE SAN MHC SANITARY MANHOLE oco CLEAN OUT STM MH 0 STORM MANHOLE ®OR® CATCH BASIN ❑o ROOF DRAIN (OUTLET) 0.40 FLARED END SECTION 5,244 OR CULVERT Outlot B HYDRANT 0 STOP BOX ® GATE VALVE f? AUTO SPRINKLER Ac AIR CONDITIONER ® ELECTRIC METER ❑E ELECTRIC OUTLET POST ❑H HANDHOLE ` LIGHT GUY WIRE t� UTILITY POLE -� POWER POLE WITH LIGHT I] COMMUNICATION BOX +u BUILDING LIGHT XI ELECTRIC BOX ® SEMAPHORE EP FIBER OPTIC SIGN 9 GAS VALVE 0 GAS METER ® BRICK COLUMN ■ PILLAR • GUARD POST FB&I BENCH --- SIGN LLQ HANDICAPPED PARKING SIGN Lk HANDICAPPED PARKING SPACE 651 PARKING COUNT 1 0 OR TREE s SANITARY SEWER ss STORM SEWER W- WATERMAIN E UNDERGROUND ELECTRIC OHw OVERHEAD WIRE r UNDERGROUND TELEPHONE G UNDERGROUND GAS ro UNDERGROUND FIBER OPTIC oocO00000 STONE WALL TREELINE 920 EXISTING CONTOUR LINE X 920.1 SPOT ELEVATION BITUMINOUS SURFACE O CONCRETE SURFACE GRAVEL SURFACE BRICK SURFACE CONCRETE CURB AND GUTTER i n .1 r- !'1 I/ I / I I n r1 11 /� l� I I'1 n !� r\ I T I I I ^ n r� � n n r� I T I� n I I V I L_ LJ l e i ^\ L_ i ^\ I�) Tv ^^ r� I -r I^� I � r � i-\ LJ l v LJ u r i-\ LJ LJ i- i-\ LJ L� I l l U r v i i i i WEST 78TH STREET -NORTH LINE OF THE NE 1/4 OF 01 THE NW 1/4 OF SEC77ON 13, TOWNSHIP 116, RANGE 23 WEST (DESC) N88 -4824"W (MEAS) 252.00 600_00 N884824"W (MEAS WEST L£SCL 1 S '��`-A LINE PARALLEL WITH 7HE NORTH 4844�E i 3 ` W \ �LINE OF THE NE 1/4 OF THE NW 1/4 i N 168.13 1 _ --------- 192.00 --------- 326.21 O 1 \ W 1i IN� o; or ''`HIGHWAY, DRAINAGE & U77LITY (� EASEMENT PER DOC. NO. 97955 r9�S 2 W i CL in 0 \ 2W\ \/ C� W �,50�+ `��9y Qz \\\ '�`�``� . N \\\ DETAIL A Sg8 991 ��' \ I \OGS _ � 1 06 4 52 E \ \ NOT TO SCALE) W \ \ c& Ac�ir.01 \ \ > 3 \ He CN_' \\ S O Zi M q \ O Ik \ LIJ Qtl ma ^ r_ Tri L �L— ^ \ \ 1) v LOT I f \> \1 _-;, C - R -\-7 LI I-rl nT i n � U v 1 L-0 6.11 \\ N1732' 40&E- I OF OU ppDn0N CINEM 4 1 S7858.0 1 50 01 aW C RAILVv 533.07 CH%C A _ - PROPOSED AREA TABLE: CITY OWNED AREA DETAIL: 1 SOUTHEAST COR nERv 1 — — 1 — OUTLOT ADDITION I — CINEMA l Parcel Sq. Ft Acres Lot 1, Block 1 62,468 1.43 Lot 2, Block 1 195,110 4.48 Lot 3, Block 1 62,869 1.44 Lot 1, Block 2 17,228 0.40 Outlot A 5,244 0.12 Outlot B 47,062 1.08 Total Plat Area 389,981 8.95 FIELD BOOK Parcel Sq. Ft Acres PRELIMINARY PLAT O F CHANHASSEN TRANSIT STATION SURVEY FOR: KIMLEY-HORN AND ASSOCIATES INC. Outlot B (Private) 43,999 1.29 55 NO. DATE DESCRIPTION Outlot B (City) 3,063 0.07 Outlot B (Total) 47,062 1.36 Lot 1, Block 2 (Private) 17,139 0.40 Lot 1, Block 2 (City) 89 0.00 Total Lot 1, Block 2 17,228 0.40 FIELD BOOK PAGE FIELDWORK CHIEF: KK REVISIONS PRELIMINARY PLAT O F CHANHASSEN TRANSIT STATION SURVEY FOR: KIMLEY-HORN AND ASSOCIATES INC. PROPERTY ADDRESS: 501 78TH STREET WEST CHANHASSEN, MN 55317 1229 Tyler Street ne Suite 100 Minneapolis, Minnesota 55413 PHONE: (612) 466-3300 EFN FAX: (612) 466-3383 Egan, Field & Nowak, Inc. WWW.EFNSURVEY.COM COPYRIGHT © 2009 By EGAN, FIELD & NOWAK, INC. land surveyors since 1872 2642 55 NO. DATE DESCRIPTION DRAWN BY: ESD DRAWING NAME: 33761—pplat—new.dwq CHECKED BY: 6Rp JOB NO. 33761 FILE NO. 5989 cu=cT o nc PREUNINARY PLAT OF CHANHASWA TRANSIT STATION FOR: KIMLEY-HORN AND ASSOCIATES INC. NOTES: I. M sptmp� W mb bvfi9 [ata^ Y EmH W q. Wr C'bn]I <a.JneM1 VM (N10 1Y66 NI). ]. Tm M w M NnMtl b EyW. fYe a Na.y. M. p Me pmvu[kn pl MY wra,Y b wH] e-ar., M. 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KEE.ST.PAUL PA III y•I,P,,;rl `ate^�''-' J• `.MIIM�A►) .,o—.Y �� '"""• Lj- •.• \ CHIOA00. _��' `T��-•��L�� /t' '. � — . _ � M• � �PROPOSIM AREA TABLE: CT• OWNED AREA DETAIL: I .eo+ry � I � � � IE•vl our•• �,• .' � v arq•ry am•oa• •' Islff, REVISIONS SURVEY FOR: VROVERTYADORESS: Z6't iE5'vlonryl •, 141 T Strvt NE. Suitt'" �•—•• PRELIMINARY PLAT OF N.^^ OW Nl^^•oto5S" ouww•wa: KIMLEY-HORN 501 78TH STREET WEST •twNE: (612)"&3300v.c-min er EA%: Ie1D.e63JE3 .o.•a ,ore_ �� CHANHASSEN TRANSIT STATION AND ASSOCIATES INC. CHANHASSEN,MN 55317 agm flow B Nsaat tC .ffNSURVEY.CON e N o�m SGIE N iFfTN iFfT MEEI LEGEND �e� •raa o- C ws, 4 O i o e o� �f` ••�wm fY � ma:w.o ano ;;Fi.".Dp; .,1. �•,,,..,• �dam^ RRTS — —I- — — — — — — — — — — 1� 't Lors J_ WEST 7M WML, �Yytl4f Ne _ _ _ _ E—I-asr---S=- A��NT _ _1I got ."T WT1 � uwvn .a ana N:,.....• 2f.1. ...1., , ----- Yf1,+W 'rl 16 1-1 `\ —Y— \ \ \ �11bT`\`n M•n P.r �e y NENE 4i +� I•�%S�� I OUM1OT 6 RAIL - PAOL &PACIFIC I I1 I I ,i AGO MIIW _ .E — CHIC _ elEDedEO Anew TAsa c. arty CRWM:o AME^ DETAIL• -� � � u1M, arm • rev fN~ _ ulr_v sm mw a – � ulvpa va lEYaf•fq vv � ;w iwalvYl PRELIMINARY PLAT OF CHANHASSEN TRANSIT STATION ,]11 TyW SOE NE. SWW 100 N KIMLEY-HORN 50178TH STREET WEST wnMaouti. FnssvG PHONE'MGIn tr AND ASSOCIATES INC. CHANHASSEN, MN 55317 wwx[fCDN E9Da,. flow b G NOwOIfIC ,a.a m w rr we a we � I[ :i cuno' 1 - lo I6- L- A R8 R WEST 7M WML, �Yytl4f Ne _ _ _ _ E—I-asr---S=- A��NT _ _1I got ."T WT1 � uwvn .a ana N:,.....• 2f.1. ...1., , ----- Yf1,+W 'rl 16 1-1 `\ —Y— \ \ \ �11bT`\`n M•n P.r �e y NENE 4i +� I•�%S�� I OUM1OT 6 RAIL - PAOL &PACIFIC I I1 I I ,i AGO MIIW _ .E — CHIC _ elEDedEO Anew TAsa c. arty CRWM:o AME^ DETAIL• -� � � u1M, arm • rev fN~ _ ulr_v sm mw a – � ulvpa va lEYaf•fq vv � ;w iwalvYl PRELIMINARY PLAT OF CHANHASSEN TRANSIT STATION ,]11 TyW SOE NE. SWW 100 N KIMLEY-HORN 50178TH STREET WEST wnMaouti. FnssvG PHONE'MGIn tr AND ASSOCIATES INC. CHANHASSEN, MN 55317 wwx[fCDN E9Da,. flow b G NOwOIfIC ,a.a m w rr we a we � WEST 79TH STREET I — — — — — — — — — — E r F - h () i( I.pT 9 J - ors w I`- I6 J� I� f L ors w I OLMOTO I PACIFIC CF11CA � MI<.W a, —'�— PROPOSED AREA TASIE: cm ovv r ANSA DETA - L_—'F-- _�' N Vlm " I I SURVEY FOR PROPERTY ADDRESS: MAR ° °'h ° ° PRELIMINARY PLAT OF MT,$.,Sv«,Hk.sJ,. ok KIMLEY-HORN 50178TH STREET WEST K ��n«om � F,gNk: am Leanoo CHANHASSEN TRANSIT STATION AND ASSOCIATES INC. CHANHASSEN,MN55317 —, o 27 i 5` kt DETAN.A ie ♦\ p ```\ Ms �? P \``\ I \ OF - Twp Cg r I• ic�c T--1 I OLMOTO I PACIFIC CF11CA � MI<.W a, —'�— PROPOSED AREA TASIE: cm ovv r ANSA DETA - L_—'F-- _�' N Vlm " I I SURVEY FOR PROPERTY ADDRESS: MAR ° °'h ° ° PRELIMINARY PLAT OF MT,$.,Sv«,Hk.sJ,. ok KIMLEY-HORN 50178TH STREET WEST K ��n«om � F,gNk: am Leanoo CHANHASSEN TRANSIT STATION AND ASSOCIATES INC. CHANHASSEN,MN55317 —, o �5. WEST EAST BUILDING ELEVATION SW TRANSIT-CHANHASSEN STATION CHANHASSEN, MINNESOTA ,,,�, HAY DOBBS Ef SOUTHWEST STATION - CHANHASSEN PARKING STRUCTURE 500 MARKET STREET CHANHASSEN9 MINNESOTA WALKER PROJECT NUMBER 21-3590.00/OWNER PROJECT NUMBER SHEET INDEX GENERAL G-001 PROJECT COVER SHEET CIVIL C-100 SITE DEMOLITION PLAN C-200 SITE PLAN C-300 GRADING, DRAINAGE, AND EROSION CONTROL PLAN C-400 UTILITY PLAN C-500 PAVING PLAN C-600 CIVIL DETAILS C-601 CIVIL DETAILS LANDSCAPE L100 LANDSCAPE PLAN ARCHITECTURAL A210 GROUND FLOOR PLAN A211 SECOND FLOOR PLAN A500 BUILDING ELEVATIONS SIGNAGE & STRIPING AG -101 GROUND TIER/ SECOND TIER STRIPING PLAN Copyright 2009. All rights reserved. No port of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. VONA Coulter Dr -;i va A Like [?r E LL ji 410 tr DA00, PROJECT LOCATION k WALKER PARKING CONSULTANTS 1660 South Highway 100, Suite 350 Minneapolis, MN 55416 952.595.9116 Ph ;ITY OF CHANHASSEN RECEIVED OCT 1 6 2009 CHANHASSEN PLANNING DEPT PIERCE PINI & ASSOCIATES 1 (:)(�FIO UNIVEF -ITY AVE NW. SUITE 3713 55J RAPID'.--), MN 55448 TEL 76155.1311 FAX 763.57.1 4 PRELIMINARY NOT FOR CONSTRUCTION SITE PLAN REVIEW OCTOBER 76, 2009 0 E I z 5 C W Y 00 d6 rn 0 0 CN r` CD O 3 0 z J o_ z 0 0 O M W I 0 0 B o_ c5 z Y 0! CL. z w N z z z U — N z ¢ t N 2 O N v N 0 I A rn 0 0 In enN W 0 O L� r U W 0 0 o_ "_ ........ `....."YRELOCATE EXI OVERHEAD EL WIRES `s�AlD P (BY OTHERS), TELEPHONE LINE (BY OTHERS), TYPICAL REMOVE EXISTING STORM -4 SEWER AND STRUCTURES, TYPICAL , 2 3 4 5 6 7 8 5,0 �,r S= SAWCUT BITUMINOUS TO FULL DEPTH, TYPICAL t roP= 958. B c• _flTN✓.=949.5 1 SAN M A v s: " . °' ,,".'� " •' VE 1:XISTING GRAVEL ` •' SURFACE, TYPICAL - Y FEATURES TO BE DONE BY "', : .!r _ �r I/ "'" < y • REMOVE RIP RAP FROM SERVICE ROAD PR f °.. DRAINAGE BASIN, TYPICAL EXISTING F`� - 956.03 E o r / s t �'•� j� • ELS 956.12 1 1 .sa° ,tro:3 EV.a• �� 4 • .', $moi-.. •� ...+.. Y'i- ,- COORDINATE LJMiTS OF s DEMOLITION WITH SERVICE ROAD PROJECT` TYPICAL.-.-.-.-,.-.-. 3 a {�' fi A c• x v -- Sn.S -_ - - LEGEND - - PROPERTY LINE -- -- — - — — TEMPORARY CONSTRUCTION EASEMENT NORTH SITE DEMOLITION PLAN C100 0 30' 60' 90' PRELIMINARY NOT FOR CONSTRUCTION 1•=30' Copyright 2009. All rights reserved. No port of this document may be reproduced in ony form or by ony means without permission from Wolker Porking Consul tonts/Engineers, Inc. 2 1 3 1 4 EXISTING STORM SEWER EXISTING GAS MAIN - - - EXISTING OVERHEAD ELECTRIC LINE - ' - EXISTING TELEPHONE LINE TYPICAL / EXISTING TREE EXISTING �: ------- mac^- -� D `r; EXISTING STORM CATCH BASIN EXISTING STORM END SECTION EXISTING HYDRANT 2 EXISTING LIGHT POLE SAWCUT BITUMINOUS TO FULL DEPTH, TYPICAL t roP= 958. B c• _flTN✓.=949.5 1 SAN M A v s: " . °' ,,".'� " •' VE 1:XISTING GRAVEL ` •' SURFACE, TYPICAL - Y FEATURES TO BE DONE BY "', : .!r _ �r I/ "'" < y • REMOVE RIP RAP FROM SERVICE ROAD PR f °.. DRAINAGE BASIN, TYPICAL EXISTING F`� - 956.03 E o r / s t �'•� j� • ELS 956.12 1 1 .sa° ,tro:3 EV.a• �� 4 • .', $moi-.. •� ...+.. Y'i- ,- COORDINATE LJMiTS OF s DEMOLITION WITH SERVICE ROAD PROJECT` TYPICAL.-.-.-.-,.-.-. 3 a {�' fi A c• x v -- Sn.S -_ - - LEGEND - - PROPERTY LINE -- -- — - — — TEMPORARY CONSTRUCTION EASEMENT NORTH SITE DEMOLITION PLAN C100 0 30' 60' 90' PRELIMINARY NOT FOR CONSTRUCTION 1•=30' Copyright 2009. All rights reserved. No port of this document may be reproduced in ony form or by ony means without permission from Wolker Porking Consul tonts/Engineers, Inc. 2 1 3 1 4 EXISTING ............... _........_.......;..... _.._.-- EXISTING SANITARY SEWER .., ................ .__...........:a.........._...... EXISTING WATERMAIN .......................... EXISTING STORM SEWER EXISTING GAS MAIN - - - EXISTING OVERHEAD ELECTRIC LINE - ' - EXISTING TELEPHONE LINE TYPICAL / EXISTING TREE EXISTING SANITARY MANHOLE $Afa M` it D `r; EXISTING STORM CATCH BASIN EXISTING STORM END SECTION EXISTING HYDRANT 2 EXISTING LIGHT POLE EXISTING POWER POLE z EXISTING CLEAN OUT EXISTING CONCRETE BOLLARD 0- EXISTING SIGN - — — — — — - PROPOSED BITUMINOUS SAWCUT 0z PROPOSED BITUMINOUS PAVEMENT REMOVAL JAR I h:,,M :•�• '•- ..,., PROPOSED GRAVEL SURFACE REMOVAL ..t • 5 I 6 A YJ� GENERAL NOTES 1. ALL EXISTING INFORMATION TAKEN FROM SURVEY BY EGAN, FIELD, & NOWAK DATED AUGUST 7, 2009. 2. SUBSURFACE GEOTECHNICAL INVESTIGATION BY BRAUN INTERTEC, PROJECT BL -08-03870, DATED MAY 22, 2009. 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS OF EXISTING UTILITIES, AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. 4. ALL AREAS DISTURBED BY CONSTRUCTION WHICH ARE OUTSIDE THE LIMITS OF PAVING ARE TO BE RESTORED AND REVEGITATED. 5. ALL UTILITY DEMOLITION AND/OR ABANDONMENT TO BE PERFORMED IN ACCORDANCE WITH CITY OF CHANHASSEN AND STATE OF MINNESOTA REGULATIONS AND STANDARDS. 6. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WHICH MAY INCLUDE BUT IS NOT LIMITED TO: ELECTRIC, TELEPHONE, GAS, CABLE TV, COMPUTER CABLE, FIBER OPTIC CABLE, SANITARY SEWER, STORM SEWER, STEAM, CONDENSATE, ELECTRICAL DUCTBANK AND WATERMAIN. CONTRACTOR TO CONTACT GOPHER ONE -CALL BEFORE EXCAVATING. 7. ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO REMAIN UNLESS NOTED OTHERWISE. 8. CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING IMPROVEMENTS, LANDSCAPING, STRUCTURES AND UTILITIES THAT ARE TO REMAIN. CONTRACTOR TO REPAIR ANY DAMAGE AT OWN EXPENSE. 9. ALL WORK TO CONFORM WITH THE CITY OF CHANHASSEN AND THE STATE OF MINNESOTA STANDARDS AND REGULATIONS. 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO STARTING CONSTRUCTION. 11. WASTE MATERIALS INCLUDING PAVEMENT REMOVED DURING CONSTRUCTION, WASTE PIPING AND SUPPLIES, CONSTRUCTION DEBRIS AND EXCESS EXCAVATED MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF PROPERLY BY THE CONTRACTOR. 12. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY. ALL CONSTRUCTION STORM RUNOFF SHALL COMPLY WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS. 13. WHEN WORKING AROUND EXISTING UTILITIES THAT BECOME EXPOSED, THE CONTRACTOR SHALL PROVIDE SUFFICIENT SUPPORT TO PREVENT EXCESSIVE STRESS ON THE PIPING. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. 14. CONTRACTOR MUST FILE NPDES PERMIT SEVEN DAYS PRIOR TO STARTING WORK ON SITE. SEE STORM WATER POLLUTION PREVENTION PLAN AND SHEET C3.0 FOR EROSION AND SEDIMENT CONTROL. 7 1 8 WALKER PARKING CONSULTANTS 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 952.595.9116 Ph 952.595.9518 Fax www.wal kerparki ng. Gom PIERCE PINI & ASSOCIATES 10600 UNIVERSITY AVE NW, SUITE 3B COON RAPIDS, MN 55446 TEL 763.537.1311 FAX 763.537.1354 I- , LU Z BITS OF z H SERVICE W TYPICAL / Z LU 0� W it D CO b yy Y GENERAL NOTES 1. ALL EXISTING INFORMATION TAKEN FROM SURVEY BY EGAN, FIELD, & NOWAK DATED AUGUST 7, 2009. 2. SUBSURFACE GEOTECHNICAL INVESTIGATION BY BRAUN INTERTEC, PROJECT BL -08-03870, DATED MAY 22, 2009. 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS OF EXISTING UTILITIES, AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. 4. ALL AREAS DISTURBED BY CONSTRUCTION WHICH ARE OUTSIDE THE LIMITS OF PAVING ARE TO BE RESTORED AND REVEGITATED. 5. ALL UTILITY DEMOLITION AND/OR ABANDONMENT TO BE PERFORMED IN ACCORDANCE WITH CITY OF CHANHASSEN AND STATE OF MINNESOTA REGULATIONS AND STANDARDS. 6. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WHICH MAY INCLUDE BUT IS NOT LIMITED TO: ELECTRIC, TELEPHONE, GAS, CABLE TV, COMPUTER CABLE, FIBER OPTIC CABLE, SANITARY SEWER, STORM SEWER, STEAM, CONDENSATE, ELECTRICAL DUCTBANK AND WATERMAIN. CONTRACTOR TO CONTACT GOPHER ONE -CALL BEFORE EXCAVATING. 7. ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO REMAIN UNLESS NOTED OTHERWISE. 8. CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING IMPROVEMENTS, LANDSCAPING, STRUCTURES AND UTILITIES THAT ARE TO REMAIN. CONTRACTOR TO REPAIR ANY DAMAGE AT OWN EXPENSE. 9. ALL WORK TO CONFORM WITH THE CITY OF CHANHASSEN AND THE STATE OF MINNESOTA STANDARDS AND REGULATIONS. 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO STARTING CONSTRUCTION. 11. WASTE MATERIALS INCLUDING PAVEMENT REMOVED DURING CONSTRUCTION, WASTE PIPING AND SUPPLIES, CONSTRUCTION DEBRIS AND EXCESS EXCAVATED MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF PROPERLY BY THE CONTRACTOR. 12. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY. ALL CONSTRUCTION STORM RUNOFF SHALL COMPLY WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS. 13. WHEN WORKING AROUND EXISTING UTILITIES THAT BECOME EXPOSED, THE CONTRACTOR SHALL PROVIDE SUFFICIENT SUPPORT TO PREVENT EXCESSIVE STRESS ON THE PIPING. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. 14. CONTRACTOR MUST FILE NPDES PERMIT SEVEN DAYS PRIOR TO STARTING WORK ON SITE. SEE STORM WATER POLLUTION PREVENTION PLAN AND SHEET C3.0 FOR EROSION AND SEDIMENT CONTROL. 7 1 8 WALKER PARKING CONSULTANTS 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 952.595.9116 Ph 952.595.9518 Fax www.wal kerparki ng. Gom PIERCE PINI & ASSOCIATES 10600 UNIVERSITY AVE NW, SUITE 3B COON RAPIDS, MN 55446 TEL 763.537.1311 FAX 763.537.1354 SITE DEMOLITION PLAN C100 N I C Ln ■ 0 I- 0 LU Z z W Z LU 0� W D CO Oelf_ 2 Luz W vJ Z H z 0- 1lf� U 0z LU v LU Q W Z 2 U SITE DEMOLITION PLAN C100 N I C Ln ■ 0 W Luz W 0 0- LU v LU W U) o M 9 Lu p O 0 LU o U) z Ln PROJECT NO: 21-3590.00 DRAWN BY: KTG CHECKED BY: RSP SHEET TITLE: SITE DEMOLITION PLAN C100 N I C Ln ■ 0 E IC z S w Y 0 M rn 0 0 CN0 c� 3 0 z J a W F Vf I 0 0 N B a ¢ ca z Y ¢ a z N a 2 a x U — N z N 2 O N v N O I A 0 0 LnUj W O Uj 4 U O W 5- n n 1 2 3 4 5 6 7 8 t;' i";> Yr'F`i isr 00 Box v;iF;'!7N, k Kt'h`.Y u --t �. 41 A� �� • r ` r r,...._ 4—WATER f..>_> ��w�C''' '--1 � i r r r r / r �- � � • . r l• 1r i.lr � i i i I / � � r, j / '/ r .\z � i � {. -,G' •� /�\. �� CGtvr.� ;. ! � r f%%� ._.. r n t ^:G+ 51.10 I \�• rr 'fit, �� ` / ;t WA A ✓M t' rjL "•� r ��A , �� \ , : TEMPORARY CONSTRUCTION EASEMENT, TYPICAL \ / — — -- T F m roe R5 1 \�x' % OXY R 15 l 4 R1' o \�S , Tl�UC r ,r 7 6 PARKING STALLS 1 1 R10 ;;- 4" SOLID WHITE PAINTPURR pRE9X ofiP7 NOW C 3\P 13 PARKING STALLS /OFA i o CINE. Np1C� _ EAST ENTRANCE 1 \ 4" SOLID WHITE PAINT T� PRO E-=TY� EL. 975.17 R 10' \ R C) ,e, P INSTALL MNDOT R8 -3A MONUMENT SIGN —,'- PROP 10'x4' PAD \.. NO PARKING SIGN ' �fRry ,Cilyf j. RS' �1 yP�CA , fQN N P \ .a INSTALL MNDOT R8 -3A / �CRfrE LOADING AREA R rA/Ni Wq'C` 15 PARKING�STALLS / 4" SOLID W ITE PAINT o NO PARKING SIGN - - - ��• ' R40 • t R40' t v i A i R20' LANDSCAPED = " ISLAND WITH 10'-0 RAIN GARDEN - R8' _ _ R20' 1 WEST ENTRANCELO t EL. 958.17 C' _ 1 � INSTALL MNDOT R1-1 ' --------- :::_. STOP SIGN - :- --- R8' , - - 00 ------- -------- INSTALL MNDOT R8 -3A --_-- _ = - NO PARKING SIGN -- : GENERAL NOTES INSTALL MNDOT R1-1 `===' -' - = _ ALL EXISTING INFORMATION TAKEN FROM SURVEY BY EGAN, STOP SIGN FIELD, & NOWAK DATED AUGUST 7, 2009. =--- _ -- - 5 PARKING STALLS I;t __ 2. SUBSURFACE 4' SOLID WHITE PAINT ='" =-= `` - INTERTE , PROJECT BL -08-0387 DATED MAY 2 2009 _-' - -% � TIONS GEOTECHNICAL I VESTIGATION BY BRAUN �_ C 0 2 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDI \ INCLUDING LOCATIONS OF EXISTIN NORTH C200 SITE PLAN 0 30' 60' 90' 11111111111 1 71 PRELIMINARY NOT FOR CONSTRUCTION 1'=30' Copyright 2009. All rights reserved. No port of this document may be reproduced in any form or by any means without permission from Walker Parking Consul tonts/Engineers, Inc. 1 2 3 4 LEGEND - - PROPERTY LINE -- — - — - — - TEMPORARY CONSTRUCTION EASEMENT :______________________ SERVICE ROAD CURB (BY OTHERS) PROPOSED CURB & GUTTER 5 I 6 7 G UTILITIES, AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. 4. ALL AREAS DISTURBED BY CONSTRUCTION WHICH ARE OUTSIDE THE LIMITS OF PAVING ARE TO BE RESTORED AND REVEGITATED. 5. ALL UTILITY DEMOLITION AND/OR ABANDONMENT TO BE PERFORMED IN ACCORDANCE WITH CITY OF CHANHASSEN AND STATE OF MINNESOTA REGULATIONS AND STANDARDS. 6. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WHICH MAY INCLUDE BUT IS NOT LIMITED TO: ELECTRIC, TELEPHONE, GAS, CABLE TV, COMPUTER CABLE, FIBER OPTIC CABLE, SANITARY SEWER, STORM SEWER, STEAM, CONDENSATE, ELECTRICAL DUCTBANK AND WATERMAIN. CONTRACTOR TO CONTACT GOPHER ONE -CALL BEFORE EXCAVATING. 7. ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO REMAIN UNLESS NOTED OTHERWISE. 8. CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING IMPROVEMENTS, LANDSCAPING, STRUCTURES AND UTILITIES THAT ARE TO REMAIN. CONTRACTOR TO REPAIR ANY DAMAGE AT OWN EXPENSE. 9. ALL WORK TO CONFORM WITH THE CITY OF CHANHASSEN AND THE STATE OF MINNESOTA STANDARDS AND REGULATIONS. 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO STARTING CONSTRUCTION. 11. WASTE MATERIALS INCLUDING PAVEMENT REMOVED DURING CONSTRUCTION, WASTE PIPING AND SUPPLIES, CONSTRUCTION DEBRIS AND EXCESS EXCAVATED MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF PROPERLY BY THE CONTRACTOR. 12. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY. ALL CONSTRUCTION STORM RUNOFF SHALL COMPLY WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS. 13. WHEN WORKING AROUND EXISTING UTILITIES THAT BECOME EXPOSED, THE CONTRACTOR SHALL PROVIDE SUFFICIENT SUPPORT TO PREVENT EXCESSIVE STRESS ON THE PIPING. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. 14. CONTRACTOR MUST FILE NPDES PERMIT SEVEN DAYS PRIOR TO STARTING WORK ON SITE. SEE STORM WATER POLLUTION PREVENTION PLAN AND SHEET C3.0 FOR EROSION AND SEDIMENT CONTROL. PARKING CONSULTANTS 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 952.595.9116 Ph 952.595.9518 Fax www.walkerparking.com PIERCE PINI & ASSOCIATES 10600 UNIVERSITY AVE NW, SUITE 38 COON RAPIDS, MN 55448 TEL 763.537.1311 FAX 763.537.1354 SITE PLAN C200 61 E 0 C V H O LU Z Lu LLIz W Cn z U wz CJS 0 2 Q Z �- z of 0 U 0- z I- 0- W U) COQ 2 Of 0 z Q 2 U SITE PLAN C200 61 E 0 C V Lu Lu wz of 0 z I- 0- J C— Of 0 W F- 1n w U) ❑ M o w o ❑ 0 LU o U) z 1n PROJECT NO: 21-3590.00 DRAWN BY: KTG CHECKED BY: RSP SHEET TITLE: SITE PLAN C200 61 E 0 C V FA 3 EPS 2 5 101 1 v - P F: w?t ='k Kj jn...... _..._..--^ \�\. W1,11101111 BOX 'v`Yffi'A?t. n<i Y.S-ci X'x"3AY 9:4.7 ! A, !!`l ..;_ i ; 961 2yfa`f,i=iii/r \VA N/ '_....-....v } :/ < r:•, y vi r<, �4 e6i961 .4 5<. , t&{k Col[t jj CC 3 mp� ♦ A' / r--: ., : 19 ai%Ulf�i> < if E \ JY\ v i 1ArA iiir<i <.L. b>,? - - __- -' ke,I ,; "OATCH EXISTING GRADES ALONG SAWCUT, TYPICAL 1 I f 9ezR9UCs I.O, -has E! t9�-ENT, TYPICAL_ -' - .----- � v M TCH ..EXI TI NGONSTTMPORARY C--- .............. 1. { °� i .,, ' , .. _. _ --- ��;�.� • 960.7 . . ; 7 .,z ,, ::;, AYPICALCU x I 9696_1 .9.9 961.9 \ e o: �!- , , I 74:6 �V PROS •` . co 960.7 961s :9, ! ' rn 11 RIM 960.3 3v, 86 2° .Ju1AT H EXISTING GRADES �. 9=z e. ALONG SAWCUT, TYPICAL I v s E `ol .. L .asa6 _ _.,.;� a..-_ I 974.4 961-`. CB B;' _ _ v v IFN 961 .5 - - - - RIM 360.9 _ 974.0 `vrYA�C \ ' w..x., 961.6 EAST ENTRANCE.. 973.6 1 ��i EL. 975.17 U 74.4 MH -C : 961.2 J g: 7i ' ' �'':^•- � 74.5 RETAINING WALL, MM 9$1.7 SEESTRUCTURAL \ s> STR L R \ \'�' "r,;,, •s>s�/" •..,` ' 974. SILT FENCE,\ CONTRACTOR SHALL I w. �� ' ,..x. .TYPICAL FIED LOCATE ;EXISTING(/ a 9 sy 3,G . 964.3 � TOPOGRAPHY ALONG WESTERLYLIMITS OF CONSTRUCTION AND ? D PROVIDE INFORMATION \ss3..�. TO ENGIN EER ' TO I a, _: ,. �,. :� , ,, �. ., 963.2 6 8 VERIFY DESIGN INTENT 959.7 rn J �OPW „ 961.7 g62 / 7 8 WALKER \\ PARKING CONSULTANTS s� yVv v� �\ (�� *1660 South Highway 100 y Qv v� v Suite 350 Minneapolis, \V �� MN 55416 w 952.595.9116 Ph ! 4 952.595.9518 Fax www.walkerparking.com \\ A �i if �n -�� Y s l i S x !! 'rr lx<<* r,�': II�Y� .✓�l } it } : �"�`,,�x��;'.y,'"``^�x'� PIERCE PINI & vv ASSOCIATES 10600 UNIVERSITY AVE NW, SUITE 3B COON RAPIDS, AIN 55446 i TEL 63.53 fIN T 7 7.13 11 FAX 763.537.1354 i- fzrv: 9; v s ,< ' r if J F •aP � � =ye , is sf3. f5. C? ,. / /.� \ \.\ . a 9�Q i a `i,1ys/ ' / sY !7 i✓t) qtr 'Crgt,110 OR oi fqC l`�, E I iYP 961.7+ t Q 95 h. INSTALL ROCK I _ 958• 959.1 , a s CONSTRUCTION td - 9 2 _ ". O NEST ENTRANCE 3 ^. - 1� 7 : e _. _ r a 15 ENTRANCE AT y t r 8.8 f _ _ r CU . CUT 3x G7 EL. 958.17 __, 60.5 Jr PAVING LIMITS .: I 'e Y .g 958. _ T _ _ _ - - 1 W/ RIP RA 96`.. _ :_` r�.'tl - ss. - Of";,5ERVIC£ ROAD, x - ' '.. _-. a. - _ W 01 PROJECT s5&,v _\ S9_ _ _ (NFL ATION GAR EN z l� i ,.. .. 15, t, _ 63. J --> - .___- _ _ Esc-"' - - r SE 10/csol v, 4 Oda �51 'L.._-__ SE 6 6 9 5 7.5 "e .: -v+: 7.7 _ v� „" _ `,. .ri �V' _ _. ...,.'� ,��''` �.r-"�,, r = ^'> . r ;T, - ... MATCH EXISTING a , 6 - m ...i rf�'t` ,_.; RLONG bt' , W SINNICLIT, TYPICAL z _ _ - ------.- _ -_ _ ,<.. 95 `_- _ _r _- s . _ s. A N g / _ FENCE CO G - _-..._- s s., .46 \. IF6STALL SI > „ � c <.. _ I A R r 'SERV CE 0 D CURB --"'--'�' "' X6.9 - _ 9s i rY LU 9 „5� - X355.8{ s 9 z „ - CONSTRUCT CONCRETE 9 .9 + = ,. - 11, 3 SPILLWAY BETWEEN ,� �;; =-- � - ---: _ __- =" - Q _ 9s� GENERAL NOTES EROSION CONTROL NOTES (n O � C CURB LINES _ „-_____ �' SURVEY BY EGA 1. - 48 J� /1. ALL EXISTING INFORMATION TAKEN FROM SU N, CONTRACTOR MUST CALL FOR A PRE CONSTRUCTION MEETING - H a I FIELD,& NOWAK DATED AUGUST 2009. - - ' =mac_. g _ /�' J-_ ___ !L ...._....--. "----- E REVOCATION OF PERMIT AND __ ___ ________"'-"ate .. FAILURE PRIOR DO TO MAY D DISTURBANCES HNCE OJ w = �� } „;__,_,;_=e=_e== -�__ _ GEOTECHNICAL INVESTIGATION BYYBRAUN009 A STOP WORK ORDER BEING ISSUED. S (952 227 1169). l i...-- i'." " NTERTECA PROJECT BL 08 03870, DATED MAY 22, 2 _.-_ 9 ' + r 2. N CTION HAY BALES ARE - � INSTALL PERIMETER EROSION CONTROL AT THE LOCATIONS SHOWN O � ! A z v, 0 NOT N AN ACCEPTABLE PERIMETER CONTROL - , 3 CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS THE PLANS PRIOR TO BEGINNING CONSTRUCTION. z Y DISCREPANCIES PRIOR TO STARTING O _ _ Q - ..._..._..._ _ , CONSTRUCTION 3. r't INCLUDING L N - v I ENGINEER OF AN BEFORE BEGINNING CONSTRUCTION, INSTALL TEMPORARY ROCK 4. ALL AREAS DISTURBED BY CONSTRUCTION WHICH ARE CONSTRUCT ONNS SITE. ANUSECE A2 -FINCH OR ACH POINT GREATER DIAMETER ROCK IN VEHICLES EXIT _ 5 ' =- w.; OUTSIDE THE LIMITS OF PAVING ARE TO BE RESTORED AND A LAYER AT LEAST 5 -INCHES THICK ACROSS THE ENTIRE WIDTH OF LU +, --':•{ REVEGITATED. THE ENTRANCE. EXTEND THE ROCK ENTRANCE AT LEAST 50 FEET Y_ '. " -� ,�> ^' INTO THE CONSTRUCTION ZONE. USE A GEO-TEXTILE FABRIC \ 5 ------ --- EN AND INTO THE ROCK FROM BELOW. DER TO PREVENT MIGRATION OF SOIL assn LEGEND ALL UTILITY DEMOLITION AND/OR ABANDONMENT TO BE BENEATH THE AGGREGATE IN OR Q z ..Lj - - PRO LIN 4 PROPERTY E STATE OF MINNESOTA REGULATIONS AND STANDARDS PERFORMED IN ACCORDANCE WITH CITY OF CHANHASS = �� ;..ri<=, : J -_� REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE z !------- TEMPORARY CONSTRUCTION EASEMENT 6. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL = LOCATIONS. CONTRACTOR TO FIELD VERIFY THE LOCATION OF SHALL BE ON A DAILY BASIS WHEN TRACKING OCCURS. SWEEPING V --------�-------------- - - EXISTING SANITARY SEWER ALL EXISTING UTILITIES WHICH MAY INCLUDE BUT IS NOT MAY BE IN ORDER BY AT ANY TIME IF CONDITIONS WARRANT. LIMITED TO: ELECTRIC, TELEPHONE, GAS, CABLE TV, SWEEPING SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE a--'----------- ---- EXISTING WATERMAIN COMPUTER CABLE, FIBER OPTIC CABLE, SANITARY SEWER, CONSTRUCTION AND DONE IN A MANNER TO PREVENT DUST BEING ------------ STORM SEWER, STEAM, CONDENSATE, ELECTRICAL DUCTBANK BLOWN TO ADJACENT PROPERTIES. ................. EXISTING STORM SEWER AND WATERMAIN. CONTRACTOR TO CONTACT GOPHER ONE -CALL BEFORE EXCAVATING. 5. INSTALL INLET PROTECTION AT ALL PUBLIC AND PRIVATE CATCHBASIN EXISTING GAS MAIN INLETS WHICH RECEIVE RUNOFF FROM DISTURBED AREAS. CATCH oM D , 1 - 7. ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO BASIN INSERTS ARE REQUIRED IN UNDISTURBED AREAS THAT RECEIVE B U -' "'^+-- EXISTING OVERHEAD ELECTRIC LINE REMAIN UNLESS NOTED OTHERWISE. RUNOFF FROM DISTURBED AREAS. HAY BALES OR FILTER FABRIC a WRAPPING THE GRATES ARE NOT AN EFFECTIVE OR AN ACCEPTABLE - ----- --' -- EXISTING TELEPHONE LINE 8. CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING FORM OF INLET PROTECTION. > IMPROVEMENTS, LANDSCAPING, STRUCTURES AND UTILITIES EXISTING TREE THAT ARE TO REMAIN. CONTRACTOR TO REPAIR ANY DAMAGE 6. LOCATE SOIL OR DIRT STOCKPILES NO LESS THAN 25 FEET FROM AT OWN EXPENSE. ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF x EXISTING SANITARY MANHOLE REMAINING FOR MORE THAN 7 DAYS, STABILIZE THE STOCKPILES BY Cr t"" ''' 9. ALL WORK TO CONFORM WITH THE CITY OF CHANHASSEN MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL > n al 10 EXISTING STORM CATCH BASIN AND THE STATE OF MINNESOTA STANDARDS AND EROSION FROM ALL STOCKPILES BY PLACING SILT BARRIERS AROUND of 0 w z z REGULATIONS. THE PILES. TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES z N NORTH EXISTING STORM END SECTION a a G RAD I N G DRAINAGE AND EROSION CONTROL PLAN MUST BE NO LESS THAN 2 FEET FROM THE DRAINAGE/GUTTER LINE it N 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR AND SHALL BE COVERED IF LEFT FOR MORE THAN 24 HOURS. w � = EXISTING HYDRANT TO STARTING CONSTRUCTION. o 1"=30' v EXISTING LIGHT POLE 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES C300 0 30' 60' 90' " 11. WASTE MATERIALS INCLUDING PAVEMENT REMOVED DURING IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTION, WASTE PIPING AND SUPPLIES, CONSTRUCTION STABILIZED. INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL o w t ' EXISTING POWER POLE DEBRIS AND EXCESS EXCAVATED MATERIAL SHALL BECOMEr DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, a zEXISTING CLEAN OUT THE PROPERTY OF THE CONTRACTOR AND SHALL BE OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY. REMOVED FROM THE PROJECT SITE AND DISPOSED OF o PROPERLY BY THE CONTRACTOR. 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL CONSTRUCTION AREAS EXISTING CONCRETE BOLLARD _ p v) WHICH HAVE, AND AREAS IN WHICH w3 N 12. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES GRADING OR S TEN BUINIDIGNGCONSTRUCT ONLOPERAT ONS ARE NOT DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR z EXISTING SIGN ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, WIND, AND PROJECT NO: 21-3590.00 � ~ - - - - - - - PROPOSED BITUMINOUS SAWCUT STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RUNNING WATER WITHIN 7-14 DAYS. USE SEEDING AND MULCHING, M RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY. EROSION CONTROL MATTING, AND/OR SODDING AND STAKING IN DRAWN BY: KTG N - - - - - - - - - - - PROPOSED SILT FENCE ALL CONSTRUCTION STORM RUNOFF SHALL COMPLY WITH THE GREEN SPACES. APPLICATION OF GRAVEL BASE ON AREAS TO BE CHECKED BY: RSP NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PAVED IS RECOMMENDED FOR MINIMIZING EROSION POTENTIAL. CNN r O z ` PROPOSED CATCH BASIN INSERT (NPDES) REQUIREMENTS. SHEET TITLE: 9. REMOVE ALL TEMPORARY SYNTHETIC, STRUCTURAL, A C' w A PROPOSED ROCK CONSTRUCTION ENTRANCE 13. WHEN WORKING AROUND EXISTING UTILITIES THAT BECOME NON -BIODEGRADABLE EROSION AND SEDIMENT CONTROL DEVICES /1 Y EXPOSED, THE CONTRACTOR SHALL PROVIDE SUFFICIENT AFTER THE SITE HAS UNDERGONE FINAL STABILIZATION AND GRADING, DRAINAGE, AND a'o PROPOSED CONTOUR SUPPORT TO PREVENT EXCESSIVE STRESS ON THE PIPING. PERMANENET VEGETATION HAS BEEN ESTABLISHED MINIMUM EROSION CONTROL PLAN oQ L W ,rj � 1(7 O o W O O cel WATER DRAIN ONTO THE PUBLIC RIGHT-OF-WAY OR INTO THE PUBLIC STORM SEWER. �o Copyright 2009. All rights reserved. No port of this document moy be reproduced in ony form or by ony meons without permission from Wolker Parking Consul tonts/Engineers, Inc. 2 1 3 1 4 1 5 6 7 8 THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES VEGETATION ESTABLISHMENT IS 70% COVER. MAINTAIN ALL -..... PROPOSED SERVICE ROAD CONTOUR (BY OTHERS) CAUSED BY FAILURE TO EXACTLY LOCATE AND PRESERVE TEMPORARY EROSION CONTROL DEVICES UNTIL 70% ESTABLISHED THESE UNDERGROUND FACILITIES. COVER IS ACHIEVED. +954.5 PROPOSED SPOT ELEVATION 14. CONTRACTOR MUST FILE NPDES PERMIT SEVEN DAYS PRIOR 10. READY MIX CONCRETE AND CONCRETE BATCH PLANTS ARE (� PROPOSED DRAINAGE ARROW TO STARTING WORK ON SITE. SEE STORM WATER POLLUTION PROHIBITED WITHIN THE PUBLICH RIGHT-OF-WAY. DESIGNATED PREVENTION PLAN AND SHEET C3.0 FOR EROSION AND CONCRETE MIXING/WASHOUT LOCATIONS ARE INDICATED IN THE ® PROPOSED CATCH BASIN SEDIMENT CONTROL. EROSION CONTROL PLAN. UNDER NO CIRCUMSTANCES MAY WASHOUT ��OO O cel WATER DRAIN ONTO THE PUBLIC RIGHT-OF-WAY OR INTO THE PUBLIC STORM SEWER. �o Copyright 2009. All rights reserved. No port of this document moy be reproduced in ony form or by ony meons without permission from Wolker Parking Consul tonts/Engineers, Inc. 2 1 3 1 4 1 5 6 7 8 E I Y� C I MOP=- 96 8. 8 0 2 STORM @ 0.50% 152 LF 15" RCP--i- STORM @ 1.45% 1 urt— v� — 3 ez _;TPS Lt APPROXIMATE /GAS MAIN ',RELOCATION PVC STORM STUB _ - v _ = - _ u vice r OJECI- I- 1 ` - E _ SERVICE R04 — —" - - PER NIT SA - , _ ____ __-`" - OJECT ? b _- 1 ROAD„P, z — — Y ZI ...__- -"-'_____ ---- R � wE- R PER ” W _ E S w r ¢ - CONNECT T 0)-_ �— CATCH BASIN -AG 4 _ z LLJ NORTH 1 ILILITY PLAN z ¢ 1 =30 v C400 0 30' 60' 90' L LEGEND — - - _ N -- TEMPORARY CONSTRUCTION EASEMENT - EXISTING SANITARY SEWER z EXISTING WATERMAIN -- -°>— - EXISTING STORM SEWER - --- EXISTING GAS MAIN ----- EXISTING OVERHEAD ELECTRIC LINE IY e EXISTING TREE -_- EXISTING STORM CATCH BASIN i EXISTING STORM END SECTION EXISTING HYDRANT N EXISTING LIGHT POLE - EXISTING POWER POLE EXISTING CLEAN OUT a EXISTING CONCRETE BOLLARD S r EXISTING SIGN PROPOSED BITUMINOUS SAWCUT Z PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN 0 PROPOSED SANITARY MANHOLE O PROPOSED STORM CATCH BASIN PROPOSED HYDRANT W/ GATE VALVE N a 1 W Z oup 4.� 1 A 0 0 GENERAL NOTES (n O 1. ALL EXISTING INFORMATION TAKEN FROM SURVEY BY EGAN, Q z LLJ NORTH 1 ILILITY PLAN z ¢ 1 =30 v C400 0 30' 60' 90' L LEGEND — - - PROPERTY LINE N -- TEMPORARY CONSTRUCTION EASEMENT - EXISTING SANITARY SEWER z EXISTING WATERMAIN -- -°>— - EXISTING STORM SEWER - --- EXISTING GAS MAIN ----- EXISTING OVERHEAD ELECTRIC LINE IY EXISTING TELEPHONE LINE EXISTING TREE EXISTING SANITARY MANHOLE EXISTING STORM CATCH BASIN i EXISTING STORM END SECTION EXISTING HYDRANT N EXISTING LIGHT POLE - EXISTING POWER POLE EXISTING CLEAN OUT a EXISTING CONCRETE BOLLARD 2 EXISTING SIGN PROPOSED BITUMINOUS SAWCUT Z PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN 0 PROPOSED SANITARY MANHOLE O PROPOSED STORM CATCH BASIN PROPOSED HYDRANT W/ GATE VALVE N a 1 W O 1 A 0 0 GENERAL NOTES O X Copyright 2009. All rights reserved. No port of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. 2 1 3 1 4 1 5 0 No 7 A \ \ \` \ .v. 09 LEGEND — - - PROPERTY LINE • — - — - — -- TEMPORARY CONSTRUCTION EASEMENT - EXISTING SANITARY SEWER --- n EXISTING WATERMAIN -- -°>— - EXISTING STORM SEWER - --- EXISTING GAS MAIN ----- EXISTING OVERHEAD ELECTRIC LINE --=''-- EXISTING TELEPHONE LINE EXISTING TREE EXISTING SANITARY MANHOLE EXISTING STORM CATCH BASIN i EXISTING STORM END SECTION EXISTING HYDRANT W EXISTING LIGHT POLE - EXISTING POWER POLE EXISTING CLEAN OUT a EXISTING CONCRETE BOLLARD EXISTING SIGN PROPOSED BITUMINOUS SAWCUT Z PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN 0 PROPOSED SANITARY MANHOLE 0 PROPOSED STORM CATCH BASIN PROPOSED HYDRANT W/ GATE VALVE No 7 A \ \ \` \ .v. 09 7 WALKER PARKING CONSULTANTS 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 952.595.9116 Ph 952.595.9518 Fax www.walkerparking.com PIERCE PINI & ASSOCIATES 10600 UNIVERSITY AVE NW, SUITE 38 COON RAPIDS, AIN 55448 TEL 763.537.1311 FAX 763.537.1354 p s i W - Z Z - LU L 1 W 44 7 WALKER PARKING CONSULTANTS 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 952.595.9116 Ph 952.595.9518 Fax www.walkerparking.com PIERCE PINI & ASSOCIATES 10600 UNIVERSITY AVE NW, SUITE 38 COON RAPIDS, AIN 55448 TEL 763.537.1311 FAX 763.537.1354 me NO E BJ C am Iv p W - Z Z - LU L W GENERAL NOTES (n O 1. ALL EXISTING INFORMATION TAKEN FROM SURVEY BY EGAN, Q FIELD, & NOWAK DATED AUGUST 7, 2009. 2. SUBSURFACE GEOTECHNICAL INVESTIGATION BY BRAUN NTERTEC, PROJECT BL -08-03870, DATED MAY 22, 2009. z 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS Q Y INCLUDING LOCATIONS OF EXISTING UTILITIES, AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING = N Of CONSTRUCTION. 4. ALL AREAS DISTURBED BY CONSTRUCTION WHICH ARE OUTSIDE THE LIMITS OF PAVING ARE TO BE RESTORED AND Z REVEGITATED. LLl W 5. ALL UTILITY DEMOLITION AND/OR ABANDONMENT TO BE Cn PERFORMED IN ACCORDANCE WITH CITY OF CHANHASSEN AND 2 STATE OF MINNESOTA REGULATIONS AND STANDARDS. Z 6. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE _ LOCATIONS. CONTRACTOR TO FIELD VERIFY THE LOCATION OF U ALL EXISTING UTILITIES WHICH MAY INCLUDE BUT IS NOT LIMITED TO: ELECTRIC, TELEPHONE, GAS, CABLE TV, COMPUTER CABLE, FIBER OPTIC CABLE, SANITARY SEWER, STORM SEWER, STEAM, CONDENSATE, ELECTRICAL DUCTBANK AND WATERMAIN. CONTRACTOR TO CONTACT GOPHER ONE -CALL BEFORE EXCAVATING. 7. ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO REMAIN UNLESS NOTED OTHERWISE. 8. CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING IMPROVEMENTS, LANDSCAPING, STRUCTURES AND UTILITIES THAT ARE TO REMAIN. CONTRACTOR TO REPAIR ANY DAMAGE AT OWN EXPENSE. 9. ALL WORK TO CONFORM WITH THE CITY OF CHANHASSEN > AND THE STATE OF MINNESOTA STANDARDS AND LU p REGULATIONS. za a 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR a U TO STARTING CONSTRUCTION. L wLu Cn 0 11. WASTE MATERIALS INCLUDING PAVEMENT REMOVED DURING CONSTRUCTION, WASTE PIPING AND SUPPLIES, CONSTRUCTION o w DEBRIS AND EXCESS EXCAVATED MATERIAL SHALL BECOME a THE PROPERTY OF THE CONTRACTOR AND SHALL BE o 0 REMOVED FROM THE PROJECT SITE AND DISPOSED OFLU o PROPERLY BY THE CONTRACTOR. =) z U) 12. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES - PROJECT NO: 21-3590.00 DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE DRAWN BY: KTG RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY. ALL CONSTRUCTION STORM RUNOFF SHALL COMPLY WITH THE CHECKED BY: RSP NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM SHEET TITLE: (NPDES) REQUIREMENTS. 13. WHEN WORKING AROUND EXISTING UTILITIES THAT BECOME EXPOSED, THE CONTRACTOR SHALL PROVIDE SUFFICIENT UTILITY PLAN SUPPORT TO PREVENT EXCESSIVE STRESS ON THE PIPING. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. 14. CONTRACTOR MUST FILE NPDES PERMIT SEVEN DAYS PRIOR TO STARTING WORK ON SITE. SEE STORM WATER POLLUTION PREVENTION PLAN AND SHEET C3.0 FOR EROSION AND SEDIMENT CONTROL. C400 me NO E BJ C am Iv E I 1 1 2 1 3 1 4 1 5 1 6 I 7 an 7E > _ ` r \\\. ! (ir• BOX v,1L.7d ^ .<f(:rls :� ": 4,>s T� r �,`.�\ \ \ \�\ >� \� �\f• r ) INri `'EfY !!:� .> s..j r Y. i i, P yy r r arF-. `....w............ ,Dai,. f r .4 L -r< !i_G ( ��- - .... r.,,{,.f'l.L.' !-li � ./ark • � `\:,` � \ \" a��F ,)P.-.x"�',< `iG` " 3.! \ - � AI= & ` TEMPORARY CONSTRUCTION EASEMENT, TYPICAL \� ,>� =rrx" -- -� \:\ J \\ — \ n r t .,,, _............................. - � 1 CONCRETE CURB AND �fTER,, TYPICAL, SEE DETAIL 6/C6;01 \ • it 1 � / � `\%'? i >� .,.\ ;/ _ + � � PEDESTRIAN RAMP\5 BITUMINOUS PAVEMENT, TYPICAL, - SEE DETAIL 1/C601,` ELEVATION. .AT / SEE DETAIL 4/C601 MATCH ELE TYPICAL = s Y LY - " 1 SAWCUT TY - C AC EAST ENTRANCE OP RN UTNE• NP1 �r EL. 975.17 PR E T—� r CONCRETE SNOW DUMP, na,, / SEE DETAIL 5/C601 , \ „ MATCH ELEVATION AT= — \ ti 1 SAWCUT, TYPICAL CONCRETE SNOW DUMP, , u SEE DETAIL 5/C601 ` � C a .r RETE PAVEMENT, TYPICAL, CONCRETE SIDEWALK, TYPICAL, S. o . _ / EXTEND SIDEWALK TO SEE DETAIL 2/C601 <q q. a4 4. <; SERVICE ROAD DETAIL 5/C601 • +' 4. _ WALKWAY / * SEE LANDSCAPING PLAN FOR a° BOLLARD LOCATIONS CURB CUT, ' CONCRETE VALLEY GUTTER BRICK PAVERS, SEE 9/C601 C601 ACROSS APRON, SEE DETAIL 8/C601 l SEE DETAIL 7/C601 CONCRETE CURB AND _ GUTTER, TYPICAL, SEE, WEST ENTRANCE �— DETAIL 6/C601 I EL. 958.17 i CONCRETE APRON,---CONCRETER SEE DETAIL 5/C601 k �� VALLEY GUTTER - ACROSS TURN AROUND ..,, 19 SEE DETAIL 7/C601 MATCH ELEVATION AT w. _ LIMITS OF SERVICE ROAD -_. ___ _ ,ccc= PROJECT, _ __---:-- - TYPICAL _ - -- _ , F , S BITUMINOUS PAVEMENT TYPICAL, SEE DETAIL - 1` \' T " __ -== - _ _ - _ _ K ,> GENERAL NOTES 4/C601 ;:;'MATCH ELEVATION AT ALL EXISTING INFORMATION TAKEN FROM SURVEY BY ELAN, LI IT OF SERVICE ROAD -__------PR - - - ' PROJECT, TYPICAL z�:= = _ _ __'_-.::. FIELD, & NOWAK DATED AUGUST 7, 2009. _ 2. SUBSURFACE GEOTECHNICAL INVESTIGATION BY BRAUN — INTERTEC, PROJECT BL -08-03870, DATED MAY 22, 2009. -'� 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS OF EXISTING UTILITIES, AND NOTIFY IF _ AID"" ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING _ _ _ --- CONSTRUCTION. CONCRETE SPILLWAY Ilk 96 >, 4. ALL AREAS DISTURBED BY CONSTRUCTION WHICH ARE LIMITS OF PAVING ARE TO BE RESTORED AND REVEGI ATED. Wa P i __ - 5• ALL UTILITY DEMOLITION AND/OR ABANDONMENT TO BE -\ LEGEND PERFORMED IN ACCORDANCE WITH CITY OF CHANHASSEN AND -% STATE OF MINNESOTA REGULATIONS AND STANDARDS. ' y an} l.� ,... u �e.-_ - - PROPERTY LINE 6. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE \- ----------- LOCATIONS. CONTRACTOR TO FIELD VERIFY THE LOCATION OF - -------- TEMPORARY CONSTRUCTION EASEMENT ALL EXISTING UTILITIES WHICH MAY INCLUDE BUT IS NOT --------------------------- � EXISTING TREE EXISTING CONCRETE BOLLARD EXISTING SIGN - — — — — — - PROPOSED BITUMINOUS SAWCUT PROPOSED BITUMINOUS PAVING PROPOSED CONCRETE PAVING PROPOSED CONCRETE SIDEWALK PROPOSED PAVERS NORTH PROPOSED CONCRETE CURB & GUTTER P AV I N G P LA N PROPOSED CONCRETE VALLEY GUTTER IQ00 1 A= 30' 0 30' 60' 90'11111111111 1 ___71 PRELIMINARY NOT FOR CONSTRUCTION Copyright 2009. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consul tonts/Engineers, Inc. 2 1 3 1 4 5 0 LIMITED TO: ELECTRIC, TELEPHONE, GAS, CABLE TV, COMPUTER CABLE, FIBER OPTIC CABLE, SANITARY SEWER, STORM SEWER, STEAM, CONDENSATE, ELECTRICAL DUCTBANK AND WATERMAIN. CONTRACTOR TO CONTACT GOPHER ONE -CALL BEFORE EXCAVATING. 7. ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO REMAIN UNLESS NOTED OTHERWISE. 8. CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING IMPROVEMENTS, LANDSCAPING, STRUCTURES AND UTILITIES THAT ARE TO REMAIN. CONTRACTOR TO REPAIR ANY DAMAGE AT OWN EXPENSE. 9. ALL WORK TO CONFORM WITH THE CITY OF CHANHASSEN AND THE STATE OF MINNESOTA STANDARDS AND REGULATIONS. 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO STARTING CONSTRUCTION. 11. WASTE MATERIALS INCLUDING PAVEMENT REMOVED DURING CONSTRUCTION, WASTE PIPING AND SUPPLIES, CONSTRUCTION DEBRIS AND EXCESS EXCAVATED MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF PROPERLY BY THE CONTRACTOR. 12. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY. ALL CONSTRUCTION STORM RUNOFF SHALL COMPLY WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS. 13. WHEN WORKING AROUND EXISTING UTILITIES THAT BECOME EXPOSED, THE CONTRACTOR SHALL PROVIDE SUFFICIENT SUPPORT TO PREVENT EXCESSIVE STRESS ON THE PIPING. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. 14. CONTRACTOR MUST FILE NPDES PERMIT SEVEN DAYS PRIOR TO STARTING WORK ON SITE. SEE STORM WATER POLLUTION PREVENTION PLAN AND SHEET C3.0 FOR EROSION AND SEDIMENT CONTROL. 7 1 8 WALKER PARKING CONSULTANTS 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 952.595.9116 Ph 952.595.9518 Fax www.walkerparking.com PIERCE PINI & ASSOCIATES 10600 UNIVERSITY AVE NW, SUITE 3B COON RAPIDS, MN 55448 TEL 763.537.1311 FAX 763.537.1354 PAVING PLAN C500 r E IBJ C 1 U 0 C0 W Z_ 2E Z LU Of W Cn z D v U) 0 LL 2 UJ It z 0 z z a -a U a L) Ci Z W Q Lu Z 2 U PAVING PLAN C500 r E IBJ C 1 U W UJ It z 0 a -a a L) Ci W Lu U) 0 rn 0 co Q 6 0 0 UJ O U) z to PROJECT NO: 21-3590,00 DRAWN BY: KTG CHECKED BY: RSP SHEET TITLE: PAVING PLAN C500 r E IBJ C 1 U E z C 5 W Y E; LH N 00 0 o _ 0 vi J w 0 J S U 1 0 0 toB a CD z Y Q a z W N 2 z U - N a Ln N H 0 0 N It 04 I CP A rn 0 0 N Uj w 0 0 4 U W a / 1 1 2 WIRE MESH REINFORCEMENT, ATTACH FABRIC TO WIRE MESH BY CALCULATION BY CALCULATION BY ACCEPTED DESIGN PRACTICES SLOPE H:V WITH HOG RINGS, PER MNDOT SILT FENCE STORAGE EQUALES 2 FT FOR A 100 -YEAR EVENT SILT FENCE STORAGE EQUALS 2 FT FOR A 2 -YEAR EVENT OR 3 FT FOR A 100 -YEAR EVENT MAXIMUM SLOPE LENGTH 100:1 SPEC. SECTION 3886 B1. 400 FT METAL (OR WOOD) 100 FT 50:1 SILT FENCE 200 FT 450 FT 75 FT 25:1 FABRIC 100 FT POST OR STAKE 75 FT 20:1 5% 80 FT 180 FT 75-50 FT 17:1 FABRIC ANCHORAGE DESIGN RECOMMENDATIONS 67 FT 150 FT 50 FT TRENCH BACKFILL 8% 50 FT 112 FT 50 FT WITH TAMPED 1. SILT FENCES SHOULD BE INSTALLED ON 40 FT 90 FT 50-25 FT NATURAL SOIL THE CONTOUR (AS OPPOSED TO UP AND 20 FT 45 FT 25-15 FT 4:1 DOWN A HILL) AND CONSTRUCTED SO DIRECTION OF 36 FT 15 FT 3:1 THAT FLOW CANNOT BYPASS THE ENDS. RUNOFF FLOW 27 FT 15 FT 2:1 2. ENSURE THAT THE DRAINAGE AREA IS NO I 15 FT rz;�11 GREATER THAN 1/4 ACRE PER 100 FT OF o - U Z Q FENCE. U LU I- 3. MAKE THE FENCE STABLE FOR THE I-III=Iii T- MIN 10 -YEAR PEAK STORM RUNOFF. NATURAL SOIL iill�� -I 4. WHERE ALL RUNOFF IS TO BE STORED BEHIND THE SILT FENCE, ENSURE THAT NOTE: SILT FENCE SHALL FOLLOW THE MAXIMUM SLOPE LENGTH BEHIND MNDOT SPEC. SECTION 3886. THE FENCE DOES NOT EXCEED THE SPECIFICATIONS SHOWN IN TABLE 1. FIGURE 1 TYPICAL INSTALLATION FOR SILT FENCE TABLE 1 MAXIMUM SLOPE LENGTH AND SLOPE FOR WHICH SILT FENCE IS APPLICABLE HEAVY DUTY SILT ETAI L NO SCALE rVV\LV IiVV V,\LCL V 3000 psi Q 28 DAYS BEARING AREA OF BLOCK IN SQ. FT. BY CALCULATION BY CALCULATION BY ACCEPTED DESIGN PRACTICES SLOPE H:V PERCENT SILT FENCE STORAGE EQUALES 2 FT FOR A 100 -YEAR EVENT SILT FENCE STORAGE EQUALS 2 FT FOR A 2 -YEAR EVENT OR 3 FT FOR A 100 -YEAR EVENT MAXIMUM SLOPE LENGTH 100:1 1% 400 FT 900 FT 100 FT 50:1 2% 200 FT 450 FT 75 FT 25:1 4% 100 FT 225 FT 75 FT 20:1 5% 80 FT 180 FT 75-50 FT 17:1 6% 67 FT 150 FT 50 FT 12.5:1 8% 50 FT 112 FT 50 FT 10:1 10% 40 FT 90 FT 50-25 FT 5:1 20% 20 FT 45 FT 25-15 FT 4:1 25% 16 FT 36 FT 15 FT 3:1 33% 12 FT 27 FT 15 FT 2:1 50% 8 FT 18 FT 15 FT HEAVY DUTY SILT ETAI L NO SCALE rVV\LV IiVV V,\LCL V 3000 psi Q 28 DAYS BEARING AREA OF BLOCK IN SQ. FT. FITTING SIZE TEE & END 99 BEND 450 BEND 3" 0.6 0.9 0.5 4" 1.1 1.5 0.8 6" 2.4 3.4 1.9 8" 1 4.3 1 6.1 1 3.3 10" 1 6.7 1 9.55.2 FULL BED OF MORTAR 12" 9.7 1 13.7 1 7.4 NOTE: 1. CONTRACTOR MAY PROVIDE "MEGALUG" JOINT RESTRAINT AS AN ALTERNATIVE TO CONCRETE THRUST BLOCKS. TIE MINIMUM 3 JOINTS EACH SIDE OF FITTING. ATYPICAL THRUST BLOCK DETAIL enn NO SCALE VALVE BOX DROP LID LABELED "WATER" 8" CONCRETES L BLOCK ` _ AGATE VALVE AND BOX innI NO SCALE NATIO NAL STANDARD OPERATING NUIT 04 x Li I- 0 Z w w N GRATE G� FT STRAPS CATCHBASIN MANHOLE 1. OIL ABSORBENT PILLOW SHALL BE REMOVED AND REPLACED WHEN NEAR SATURATION. 2. USE DANDY BAG Ile AS MANUFACTURED BY DANDY PRODUCTS, INC. 3. AN EQUIVALENT CATCHBASIN EROSION CONTROL INSERT METHOD OR PRODUCT MAY BE USED WITH PRIOR APPROVAL FROM ENGINEER. -NIB INSERT EROSION CONTROL "HYDRAFINDER" 2 1/2" HOSE CONNECTION (N.S.T.) 3'-0" fr4 1/2" PUMPER i CONNECTION (N.S.T.) GRADE 1 CY GRAVEL OR CRUSHED ROCK WITH 2 LAYERS 4 MIL. POLY TIE HYDRANT TO VALVE WITH TWO - 3/4" =' I DIAMETER TIE RODS NO SCALE ADJUST TOP TO 1/2" BELOW FINISHED PAVEMENT GRADE OR 1" BELOW FINISHED BOULEVARD GRADE, SET SO AS TO PROVIDE 12" UPWARD ADJUSTMENT VALVE BOX DROP LID LABELED WATER GATE VALVE BOX 8'-0" EXTENDED 3 PIECE, "G" BOX NO. 6 ROUND BASE, 5 1/4" SHAFT BUFFALO BOX -GATE VALVE TIE VALVE TO TEE ON MAIN WITH TWO 3/4" DIAMETER TIE THRUST BLOCK 8" CONCRETE 2.25 SF UNDISTURBED SOIL BLOCK MINIMUM NOTES: 1. ALL FIRE HYDRANTS SHALL BE PAINTED PER CITY REQUIREMENTS. 2. TOP OF FIRE HYDRANT DESIGN ELEVATION SHALL BE 2.5" ABOVE FINISHED GRADE. 3. TOPS OF VALVE BOXES SHALL BE SET SO AS TO PROVIDE 12" UPWARD ADJUSTMENT. 4. COMPLY WITH CITY OF CHANHASSEN STANDARDS. 5. FIRE HYDRANTS CAPS TO BE CHAINED. PROVIDE PENTAGON NUT ON CAPS. FI R E HYDRANT AND GATE VALVE ALE Copyright 2009. All rights reserved. No port of this document moy be reproduced in ony form or by ony meons without permission from Wolker Porking Consultonts/Engineers, Inc. 1 2 3 4 5 10' MIN LENGTH i� M Q 2 O I of O w -N V) U Of D a U CASTING SCHEDULE CATCH BASIN/MANHOLE ADJUST TOP TO 1/2" BELOW REMARKS A, B. C FINISHED PAVEMENT GRADE OR CURB INLET 1.25 Bc 1" BELOW FINISHED BOULEVARD (2 -MIN, 4 -MAX.) FULL BED OF GRADE, SET SO AS TO PROVIDE of 12" OF UPWARD ADJUSTMENT 27"0 a 2" ADJUSTING RINGS AS MATERIAL UP TO A HEIGHT SEE SCHEDULE WITH MACHINED REQUIRED. (2 MIN., 4 MAX.) GATE VALVE BOX 8'-0" 1 6c OUTSIDE DIAMETER OF THE EXTENDED 3 PIECE, FULL BED OF MORTAR PIPE. THE DEPTH OF THE "G" BOX, NO. 6 ROUND Z COMPACTED BEDDING MATERIAL BELOW BASE, 5 1/4" SHAFT OUTSIDE OF RINGS 27" 1/6 B O I MATERIAL 3" FOR 27" DIAMETER AND BASIN PER ASTM C478 00 SLOPE GROUT 1"/FT. GATE VALVE RESILIENT TOWARD DRAIN PIPE -� DIAMETER AND LARGER PIPE, WEDGE TYPE OR .0 ' -_ AND 4" FOR INTERMEDIATE APPROVED EQUAL - SIZES. THE REMAINING Y TIE VALVE TO TEE ON MAIN I IEMBANKMENT MATERIAL IS WITH (2) 3/4" DIAMETER LIGHTLY COMPACTED. U TIE RODS 8" CONCRETES L BLOCK ` _ AGATE VALVE AND BOX innI NO SCALE NATIO NAL STANDARD OPERATING NUIT 04 x Li I- 0 Z w w N GRATE G� FT STRAPS CATCHBASIN MANHOLE 1. OIL ABSORBENT PILLOW SHALL BE REMOVED AND REPLACED WHEN NEAR SATURATION. 2. USE DANDY BAG Ile AS MANUFACTURED BY DANDY PRODUCTS, INC. 3. AN EQUIVALENT CATCHBASIN EROSION CONTROL INSERT METHOD OR PRODUCT MAY BE USED WITH PRIOR APPROVAL FROM ENGINEER. -NIB INSERT EROSION CONTROL "HYDRAFINDER" 2 1/2" HOSE CONNECTION (N.S.T.) 3'-0" fr4 1/2" PUMPER i CONNECTION (N.S.T.) GRADE 1 CY GRAVEL OR CRUSHED ROCK WITH 2 LAYERS 4 MIL. POLY TIE HYDRANT TO VALVE WITH TWO - 3/4" =' I DIAMETER TIE RODS NO SCALE ADJUST TOP TO 1/2" BELOW FINISHED PAVEMENT GRADE OR 1" BELOW FINISHED BOULEVARD GRADE, SET SO AS TO PROVIDE 12" UPWARD ADJUSTMENT VALVE BOX DROP LID LABELED WATER GATE VALVE BOX 8'-0" EXTENDED 3 PIECE, "G" BOX NO. 6 ROUND BASE, 5 1/4" SHAFT BUFFALO BOX -GATE VALVE TIE VALVE TO TEE ON MAIN WITH TWO 3/4" DIAMETER TIE THRUST BLOCK 8" CONCRETE 2.25 SF UNDISTURBED SOIL BLOCK MINIMUM NOTES: 1. ALL FIRE HYDRANTS SHALL BE PAINTED PER CITY REQUIREMENTS. 2. TOP OF FIRE HYDRANT DESIGN ELEVATION SHALL BE 2.5" ABOVE FINISHED GRADE. 3. TOPS OF VALVE BOXES SHALL BE SET SO AS TO PROVIDE 12" UPWARD ADJUSTMENT. 4. COMPLY WITH CITY OF CHANHASSEN STANDARDS. 5. FIRE HYDRANTS CAPS TO BE CHAINED. PROVIDE PENTAGON NUT ON CAPS. FI R E HYDRANT AND GATE VALVE ALE Copyright 2009. All rights reserved. No port of this document moy be reproduced in ony form or by ony meons without permission from Wolker Porking Consultonts/Engineers, Inc. 1 2 3 4 5 10' MIN LENGTH i� M Q 2 O I of O w -N V) U Of D a U CASTING SCHEDULE CATCH BASIN/MANHOLE GRATE TYPE (NEENAH) REMARKS A, B. C R -3250-A CURB INLET CATCH BASIN GRATE & FRAME (SEE SCHEDULE) WITH MACHINED BEARING SURFACES & TWO CONCEALED PICK HOLES, OR APPROVED EQUAL 1.25 Bc ADJUST CASTING FLUSH (2 -MIN, 4 -MAX.) FULL BED OF WITH FINISHED GRADE MORTAR BETWEEN RINGS -MORTAR IN COMPACTED GRANULAR 27"0 a 2" ADJUSTING RINGS AS MATERIAL UP TO A HEIGHT SEE SCHEDULE WITH MACHINED REQUIRED. (2 MIN., 4 MAX.) EQUAL TO ONE SIXTH THE 1 6c OUTSIDE DIAMETER OF THE FULL BED OF MORTAR PIPE. THE DEPTH OF THE PRECAST CONCRETE BETWEEN RINGS -MORTAR COMPACTED BEDDING MATERIAL BELOW O OUTSIDE OF RINGS 27" 1/6 B PRECAST CONCRETE CATCH MATERIAL 3" FOR 27" DIAMETER AND BASIN PER ASTM C478 2 SLOPE GROUT 1"/FT. U) TOWARD DRAIN PIPE e d ♦ G I , 48" I.D. L SEE PLAN FOR PIPE SIZE NOTE: AND INVERT 1. REINFORCING SHALL BE A MINIMUM OF A SINGLE LINE WIRE FABRIC HAVING AN AREA OF NOT LESS THAN 0.12 SQ. IN. PER FOOT OF HEIGHT. 2. ALL STORM SEWER PIPING RUNS SHALL USE RESILIENT RUBBER JOINTS AT PIPE CONNECTIONS TO CATCH BASINS FOR WATERTIGHT CONNECTION PER PLUMBING CODE. 5 f:I_1 ATC H B NO SCALE 7 I 8 4 GRAVEL CONSTRUCTION ENTRANCE > io FINISH GRADE IN LANDSCAPED NO SCALE LU 1.25 Bc MINIMUM (2 -MIN, 4 -MAX.) FULL BED OF NOTE: THE PIPE IS BEDDED MORTAR BETWEEN RINGS -MORTAR IN COMPACTED GRANULAR 27"0 a MANHOLE FRAME AND COVER -ST 04 MATERIAL UP TO A HEIGHT SEE SCHEDULE WITH MACHINED EQUAL TO ONE SIXTH THE 1 6c OUTSIDE DIAMETER OF THE APPROVED EQUAL PIPE. THE DEPTH OF THE PRECAST CONCRETE COMPACTED BEDDING MATERIAL BELOW O p GRANULAR THE PIPE IS A MINIMUM OF 1/6 B _ MATERIAL 3" FOR 27" DIAMETER AND 2 ... --1 SMALLER PIPE, 6" FOR 66" U) -� DIAMETER AND LARGER PIPE, .0 ' -_ AND 4" FOR INTERMEDIATE Q - SIZES. THE REMAINING Y (FOUNDATION I IEMBANKMENT MATERIAL IS GRANULAR LIGHTLY COMPACTED. U CLASS C � 5 CLASS C PIPE BEDDING C600 Z LLJ NO SCALE TOP OF CASTING TO BE FLUSH WITH FINISH GRADE AT PAVED AREAS; 1" ABOVE FINISH GRADE IN LANDSCAPED AREAS LU 0 2" ADJUSTING RINGS AS REQ'D. (2 -MIN, 4 -MAX.) FULL BED OF U) LL1 MORTAR BETWEEN RINGS -MORTAR OUTSIDE OF RINGS 27"0 a MANHOLE FRAME AND COVER -ST 04 U.N.O. SEE SCHEDULE WITH MACHINED BEARING SURFACES AND 2 1 CONCEALED PICK HOLES OR APPROVED EQUAL PRECAST CONCRETE MANHOLE PER ASTM C478 U-1 STEPS-NEENAH R -1980E 48" ALUMINUM ® 16"O.C. 70 U.N.O. (DOWNSTREAM) Li of ALL BUTTED JOINTS V) BETWEEN SECTIONS SHALL HAVE "0" RING RUBBER GASKETS SEE PLAN FOR PIPE ... _ _.AV....... SLOPE 2" PER FOOT 8" PRECAST OR C.I.P. BASE NOTES: 1. MANHOLES 8' OR DEEPER - THE PRECAST SECTION IMMEDIATELY BELOW THE CONCRETE 2. SECTION SHALL BE 1'-0" HIGH. 3. PROVIDE STEPS IN MANHOLES OVER 4-0" IN DEPTH. REINFORCING SHALL BE A MINIMUM OF A SINGLE LINE WIRE FABRIC HAVING AN AREA OF 4. NOT LESS THAN 0.12 SQ. IN. PER FOOT OF HEIGHT. PROVIDE SNAP -IN BOOT AT ALL SANITARY SEWER CONNECTIONS TO MANHOLES. io STANDARD SEWER MANHOLE 7 NO SCALE WALKER PARKING CONSULTANTS 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 952.595.9116 Ph 952.595.9518 Fax www.walkerparking.com PIERCE PINI & ASSOCIATES 10600 UNIVERSITY AVE NW, SUITE 36 COON RAPIDS, AIN 55448 TEL 763.537.1311 FAX 763.537.1354 CIVIL DETAILS C600 G C C 0 LU 0 U) LL1 Z Z Uj ry W VJ H U) O p _ 2 U) Z z 0 Q U Y = Q U � Z LLJ 0- a o - U Z Q U CIVIL DETAILS C600 G C C 0 LU LU Of 0 0- o - U LU I- U) U) o rn o w co Q o O Lu Lu zU) PROJECT NO: 21-3590.00 DRAWN BY: KTG CHECKED BY: RSP SHEET TITLE: CIVIL DETAILS C600 G C C 0 E C C601 2 A-1 PLAN VIEW OF DIAGONAL RAMP 50%-65% OF BASE DIAMETER S" DOME SIZE J"(TYP NOTE: TO COMPLY WITH THE AMERICANS DISABILITIES ACT (ADA), ALL STATE AND LOCAL AGENCIES ARE REQUIRED TO COMPLY WITH THIS STANDARD PLATE. 1. } INCH PERFORMED JOINT FILLER MATERIAL, AASHTO M213. 2. WHEN POSSIBLE, PROVIDE A CLEAR PATH OF TRAVEL 4'-0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLAT 4' X 4' WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. NO SIGNALS, SIGNS, CABINETS, OR OTHER OBSTRUCTIONS ARE ALLOWED IN THE RAMP OF PATH OF TRAVEL 3. PLACE THE DETECTABLE WARNINGS (TRUNCATED DOMES) AT THE BACK OF CURB. WHEN THE DETECTABLE SHALL BE HAND FORMED TO FILL THE GAP. 4. ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2'-0" MIN. IN DIRECTION OF TRAVEL AND SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTIRE TRUNCATED DOME AREA DOME SPACING ® SHALL BE A LIGHT (GRAY OR BUFF) COLOR WHEN THE ADJACENT SIDEWALK IS A DARK COLOR (RED OR DARK GRAY) WHEN THE ADJACENT SIDEWALK IS A PEDESTRIAN CURB RAM P LIGHT GRAY CEMENT COLOR. .5" BITUMINOUS BINDING COURSE 1.5" BITUMINOUS WEARING COURSE MNDOT 2350 BITUMINOUS TACK COAT (LVWE35035B) 12" COMPACTED CLASS 5 PER MNDOT 2357 BASE (100% CRUSHED)a MNDOT 3138 -; T77'='' ! �- -I I Ij4 F COMPACTED SUBGRADE PER GEOTECHNICAL REPORT BITUMINOUS PAVEMENT DETAIL NO SCALE BRICK INDUSTRY ASSOCIATION 11490 COMMERCE PARK DRIVE RESTON, VA 20191-1525 PHONE: (703) 620-0010 FAX: (703) 620-3928 www.bia.org MORTARLESS BRICK PAVING NU SUALL 8" UNREINFORCED PORTLAND CEMENT', CONCRETE SLAB• 12" COMPACTED CLASS 5 BASE (100% CRUSHED MNDOT 3138 II I_II_ III is III II III COMPACTED SUBGRADE PER GEOTECHNICAL REPORT NOTES: PROVIDE CONTRACTION JOINTS AT 10' O.C. MAX. IN BOTH DIRECTIONS _ 1"-11PL" SAND SETTING BED MIN 4" CONCRETE BASE 12" COMPACTED CLASS 5 BASE (100% COMP CRUSHED) MORTARLESS BRICK PAVING - CONCRETE BASE COMPACTED SUBGRADE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. A SUBGRADE CONSISTING OF GRADED AGGREGATES MAY BE REQUIRED WHEN SUBGRADE CONDITIONS ARE POOR. 4. THE THICKNESS OF EACH LAYER DEPENDS UPON THE IMPOSED LOADS AND PROPERTIES OF EACH LAYER. 5. PAVEMENTS SUBJECTED TO VEHICULAR TRAFFIC MUST BE DESIGNED TO ACCOMMODATE THE WHEEL LOADS. 6. CONSIDER THE EFFECTS OF FROST BEFORE INSTALLATION. 7. THE BEST WAY TO OBTAIN DRAINAGE OF THE PAVEMENT IS TO SLOPE THE PAVING SURFACE TO PROVIDE AS MUCH SURFACE DRAINAGE AS POSSIBLE. THE PAVING SYSTEM SHOULD BE SLOPED AWAY FROM BUILDINGS, RETAINING WALLS AND OTHER ELEMENTS CAPABLE OF COLLECTING OR RESTRICTING RUNOFF. 8. EXPANSION JOINTS SHOULD BE USED TO ACCOMODATE ALLOWANCES FOR MOVEMENT IN MATERIALS. EXPANSION JOINT FILLER MATERIALS MUST BE HIGHLY COMPRESSIVE 8 DURABLE. 9. MORTERED OR MORTARLESS BRICK PAVING MAY BE LAID OVER A RIGID BASE. 10. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.comfinfo REFERENCE NUMBER 400-003 VORTARLESS BRICK PAVING CONCRETE BASE C601 NO SGALE RIP RAP EXTENDED TO BOTTOM OF INFILTRATION GARDEN Ln E 5 WALK WIDTH PER PLAN 1/4"/FT. SLOPE :Il. j. I I - — SECTION s CONTRACTION JOINT AT 5' O.C. MAXIMUM —NON -REINFORCED CONCRETE WALK COMPACTED GRANULAR BASE COMPACTED SUBGRADE 1/4"R TYPICA JOINT FULL I OF WA 3/8" 0 SEE NOTE 2 POURED JOINT SEALANT SEPARATING TAPE SEE NOTE 1 SEE NOTE 2- i n • e . o POURED JOINT SEALANT BACKER MATERIAL - SEE NOTE 1 EXPANSION JOINT AT 20' O.C. MAXIMUM JOINT DETAILS NO SCALE CONCRETE OR BITUMINOUS 12" 2" 6" PAVING AND AGGREGATE BASE, 1/GRADE SEE PA 02 OR PA 03 FOR 3" R THICKNESS � /2„ R f14 il� r-. i� SLOPE PER GRADING PLAN CONCRETE 1CURB & GUTTERB� NO SCALE TRANSITION CURB LID 24„ 24" 24" s e..•9 4 R=1'-0 CONCRETE CURB CONCRETE CURB AND GUTTER SEE AND GUTTER SEE DETAIL 6/C601 DETAIL 6/C601 CONCRETE CURB CUT C601J NO SCALE Copyright 2009. All rights reserved. No port of this document moy be reproduced in ony form or by ony meons without permission from Wolker Porking Consul tonts/Engineers, Inc. 2 1 3 1 4 3 7 I 8 q e. W= WIDTH OF SEALANT RESERVOIR 1/2" MINIMUN 5/8" MAXIMUM EXCEPT FOR 3/4" EXPANSION JOINTS D= DEPTH OF SEALANT 1.0 TO 1.5 TIMES W T= DEPTH OF INTIAL SAWCUT, 1/4 OF THE SLAB THINKNESS FOR W PAVEMENT LESS THAN 12" NOTES: Il/ 1. SEPARATING TAPE OR BACKER MATERIAL REQUIRED TO PREVENT JOINT SEALANT FROM FLOWING INTO SAWCUT, TO SEPARATE NONCOMPATIBLE MATERIALS AND TO PREVENT SEALANT FROM BONDING TO BOTTOM OF RESERVOIR. 2. TOP OF SEALANT WILL BE 1/8" TO 1/4" BELOW TOP OF PAVEMENT. ETAI LS NO SCALE SEE PAVING PLAN SLOPE PER GRADING PLAN 12" 12" (3) #4 CONT. 3• AT MIDDEPTH /-CONCRETE GUTTER WITH CONTRACTION JOINTS Q 5' O.C. MAX AND EXPANSION JOINTS ® 60' O.C. MAX CONCRETE VALLEY GUTTER PLANTING MEDIUM/INFILTRATION MEDIUM SHALL CONSIST OF 70% CLEAN SAND, 30% GRASS COMPOST MIXTURE, WELL BLENDED, SEE BUFFER SEE LANDSCAPE PLANT SPECIFICATIONS STRIP FOR PLANTINGS AND I TOP OF POND VARIES PER EACH cwppnnFn AAI a rN ...... LOCATION, SEE GRADING PLAN SUBDRAIN FILTER MATERIAL SCI I I FINE FILTER AGGREGATE l� PER MNDOT 3149.2J 6" PERFORATED PIPE PER MNDOT 3247 WITH FABRIC SOCK io INFILTRATION 5 I 6 BOTTOM OF POND VARIES PER EACH LOCATION, SEE GRADING PLAN BOTTOM OF INFILTRATION MEDIA SHALL BE TO TOP OF DRAINTILE/STORM PIPE. SEE UTILITY AND GRADING PLAN GEOTEXTILE, TYPICAL (MNDOT 3733, TYPE 1) TO WRAP AROUND FILTER MATERIAL 7 NO SCALE NO SCALE PARKING CONSULTANTS 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 952.595.9116 Ph 952.595.9518 Fax www.walkerparking.com PIERCE PINI & ASSOCIATES 10600 UNIVERSITY AVE NW, SUITE 38 COON RAPIDS, AIN 55448 TEL 763.537.1311 FAX 763.537.1354 CIVIL DETAILS C601 H L LJ 0 a 0 W w Z W Z LU ry W Cn z U U) O L.L _U) Z III-'- z U) Ne X 2 Q U � z __ 0- z LU U) J EL [If Z Q 2 U CIVIL DETAILS C601 H L LJ 0 LU W X O z __ 0- J EL [If LU u) W U) 0 rn o W co Q 0 0 LU W U) z PROJECT NO: 21-3590.00 DRAWN BY: KTG CHECKED BY: RSP SHEET TITLE: CIVIL DETAILS C601 H L LJ 0 0 0 N O 3- C) O O N ckf0 Z 0 O m O O U) N N O Z Od' O W /::D O W Cl O N W I � Q o U Cl 0 o:m Oa o^ � N O /O x M 1 2 E I \ � I \ � I Q 1 2 3 5 6 / / 2736* 23'-0" 22'-3" 22'-3" 22'-3" 22'-3" I I I I I I I D 1 R QI I J — I I I I I 11 I 6 1 7 1 8 WWALKER PARKING CONSULTANTS 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 952.595.9116 Ph 952.595.9518 Fax www.walkerparking.com J HAY DOBBS 'r ARCHITECTURE URBAN DESIGN PLANNING INTERIORS www.haydobbs.com U.S. Bank Plaza 220 S. Sixth St., Suite 165 22'-3" 22'-3" 22'-3" 23' Minneapolis M N 5 5 4 0 2- 2 9 2 9 .: \\�i{ 1. T •x%•' �`b, e 612.338.4590 Fax. 612.337.4042 a.� D ..::.:....... .. ... : ... q, a ... .e .. .., e. u. SOUTHWEST TRANSIT w ,{ A• rt - `f ..Ya y{ W 4. Ly/F Z Z z W N !n Q 2 Z Q MARKET STREET N I CD 0 C) A 0 0 0 N CD Of I _N o z CD 1 GROUND FLOOR PLAN of LU Copyright 2009. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. C -D1 1 2 1 3 1 4 5 no 7 INLET W/RIP RAP 0' 8' 16' 32' 1/16" 8 a o � W W OCO Z CO PROJECT NO: 21-3590.00 DRAWN BY: CHECKED BY: SHEET TITLE: GROUND FLOOR PLAN A A210 E 0 N %1 N V) w w x i 0 a U 0 i a a W 0 U B Cn U _ 2 Q ca 0 z 0 0 N A 0 0 oCO N N Z LU I W oW orC, w o I / =a i 4 I 5 I 6 I 7 I 8 1 1 2 1 3 1 4 I 5 I i i WALKER PARKING CONSULTANTS 1660 South Highway 100 ��Suite 350 Minneapolis, ! v \ I HC MN 55416 \ 952.595.9116 Ph \ I 952.595.9518 Fax www.walkerparking.com \ , l HAY DOBBS I \ \, ( ARCHITECTURE URBAN DESIGN QPLANNING INTERIORS ('tr° www.haydobbs.com 1 2 3 5 6 273' 6" — U.S. Bank Plaza 9�! 220 S. Sixth St., Suite 165 23'-0" 22'-3" 22'-3" 22'-3" 22'-3" -3" 22'-3" 22'-3" 22'-3" 23'-0" \\ III// \\\�\ 1'- Minneapolis , M N 5 5 4 0 2- 2 9 2 9 Tel. 612 .338.4590 j ��\\\\VIIII�� Fax. 612 .337.4042 VIII 1 2 I\\ 4401 1100 I I I I I I I I I I I I I �IVIIIgj�j I I I I I I I I I I I i I I I I I I I I I I I a��\`I " " II II II II II II II II II II I = - II __II I II II III III II III II III II II II II III III III III II II III III II '//rlI III\\\o Q F- II II II II II II CO I II II II II II CO II II II II II II II II II II II II II II II II II II II II II II II II 14 15 16 z II II II II II II II II II II II II o JII o I I II II I I I I II I I II I I II II II II I I I I I I I I II II I I I I II I I ENTER/ XIT PREFINISHED METAL - `° III III III III III III III 111 III III III III ENTRANCE CANOPY LU CONCRETE WALK7 Z � II II II II II II II II II II II II II II 11 II II II II II II II II � UjU II --II II it II II II it II II III III II II III III I III ;77 vJ L I I I I I I III III III II III II III III II II II II II II II MEN oME (n 0 I II II Ill F.D1111 II �L------- II ELEV. ------�L ------ ----- N------�r------ I ----—��------ I I 11 I I S.P. LORRY TIVE METAL U) I I II I I I II II I I F.D. II II II II II II II II .0 STAIR A 0FACE BRI K Z I I 111 II II II II II II II II I I f SCREEN ALL CAMPY SUP RT Z Q II III III III III III III III III I I _ 1, Y II PIE /CABLE = II II II II II II `o QII II II II II II II II II II II II II II II II II II I:I �' �i �� II CER/ P I I I I III III III III III III III III III III I o BOLLARDs, TYP. I, / ABL Z I I ENTER/EXITLU III II I I II I I I I II II I I I I I I I I II II II II I I I I II II I PREFINISHED METAL \ II II II ENTRANCE CANOPY RETAINING WALL FA ICK U) i t I I I I I I I I I I I I I I I I I I I I I I I I o PREFINISHED METAL SITE BENCH SCRE _ II II II II II II II II II II II II II SUNSHADE ABOVE CONCRETE PLANTERS � . �\a\\ III III III III III III III III III III III III III o' CONCRETE PAVERS (TYP.) � a = ( II � II II II II II II II II II II II II U II II II II II ID II I II II II II II PASSEER N / / (SII I I I I I I I I I I I I I I I I I I I I I I I I I o LOADING/UNLOADING I I I I I I I I I I I I I I I I I 11 I I I I I I CONCRETE PAVERS (TYP.) A IRB — — — — — - --- ___ RB INLET W/RIPRAP \� Y RETAINING W A LL � I. C BOLLARDS, TYP. I; i CONCRETE SITE— CONCRETE SITE PLANTER (TYP.� / w (TYP.) PLANTER (TYP.) — _. __ .- ...._...,_... // LCRETE PAVERS (TYP.) WOOD CONCRETE SITE TRELLIS BENCH CONCRETE PAVERS (TYP.) WOOD TRELLIS CONCRETE SITE BENCH g o STAIR B/CLOCK TOWER CONCRETE PAVERS (TYP.) a r � W m o RAIN GARDEN SEE CIVIL & LANDSCAPE o w CURB INLET W/RIP RAP d � O z U, U) Wn MARKET STREET PROJECT NO: 21-3590.00 DRAWN BY: CHECKED BY: SHEET TITLE: SECOND FLOOR PLAN 0' 8' 16' 32' N SEC OND ELOOR PLAN 1/16' = I' -0" A211 Copyright 2009. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. 1 1 2 1 3 1 4 I 5 I i i PREFINISHED METAL SUNSHADE E EIFS CAP (P T.o. WALL e o — Z;;�� \4 PRECAST WALL PANEL VENEER BRICK -1 OL TITER 4 LOWER) - P E AVHEAD (TYP.) PRECAST SILL & BANDING (TYP.) TIER 3 LOWER) "- 7 -0 PREFINISHED METAL ENTRANCE CANOPY TIER 2(LOWER) -- 05 -8 ---_ ..................... }� TI00 -0ER 1 (UPPER) TIER 1 (LOWER) 94 CU RTAI NWALL' FACE BRICK - 1 - SOUTH BUILDIf SCALE: 1 /16"=1'-0" EIFS CAP - STAIR B/CLOCK TOWER - BEYOND R4 P T.O. WALL 144 -8 PRECAST WALL PANEL - VENEER BRICK —1 TIER4 UPPER 34 -0 PRECAST HEAD (TYP.)- PRECAST SILL- &AINRB3AINDIPIN(TYP.) 'T'122-0 PRECAST SPANDREL- SMOOTH/SAND BLAST FINISHES (TYP.) TIER 2 UPPER 1 V -4 - WOOD TRELLIS' 1 11. 4 f. iooroN 0 T CAP WOOD TRELLIS— CONCRETE SITE BENCH—' ,TION A PREFINISHED METAL CAP NEON TUBE LIGHTING PREFINISHED METAL WALL PANELS FACE BRICK - 1- \��PRECAST MEDALLION BUILDING MOUNTED DECORATIVE LIGHTING n n PREFINISHED METAL SUNSHADE —FACE EII% —� S 37 -4- -DING SIGNAGE n 9 10 PAINTED STEEL FIN EIFS CAP PREC ST WALL PANEL VENEER BRICK —1 WOOD TREL CONCRETE SITE BEN EIFS CAP 16 PRECAST WALL PANEL VENEER BRICK —1 BUILDING SIGNAGE PRECAST SPANDREL SMOOTH/SAND BLAST FINISHES (TYP.) PRECAST HEAD (TYP.) PRECAST SILL tc BANDING (TYP.) CANOPY SUPPORT PIER/CABLE DECORATIVE METAL FENCE/FACE BRICK SCREEN WALL in=AiAUAin 11/AI i CONCRETE SITE PLANTER (TYP.) on 13 14 15 16 PR FINISHED CANOPY- M AL CAP PRECAST MEDALLION NEN TUBE LIGH ING PR FINISHED M AL WA L PANEL Z PREFINISHED METAL SUNSHADE CANOPY RETAINING WALL _.. /--FACE BRICK — 1 / 7 1 8 ?SGNAGE 18 19 20 21 22 23 BUILDING BUILDING MOUNTED DECORATIVE LIGHTING FACE BRICK CANOPY SUPPORT FACE BRICK PREFINISHED METAL SCREEN WALL PIER/CABLE SCREEN WALL ENTRANCE CANOPY DECORATIV M ETAL FENCE PRECAST SILL, TYP. ,ST CAP PRECASTHEAD (TYP.) FACE BRICK — 1 BRICK — 1 PRECAST SILL BOLLARDS, TYP. & BANDING (TYP.) 9 8 7 6 T RAMP LIGHTING BEYOND (TYP.) .PAINTED STEEL TRELLIS, BEYOND O N CANOPY- DECORATIVE PRECAST MEDALLION Z N FACE BRICK CANOPY RETAINING WALL BEYOND METAL Cn w SCREEN WALL SUPPORT W/PRECAST CAP FENCE FACE BRICK - 2 PRECAST CAP W/PRECAST CAP TYp, PIER (TYP-) C FACE BRICK - 1 - o� Z F. z Q U O = Q w NORTH BUILDING ELEVATION 0- FACE BRICK — 1 ool( 4 Z W QJc1 Q—. U) 07 SCALE: 1/16"=1'-0" m Copyright 2009. All rights reserved. No part of this document may be reproduced in any form or by any means Without permission from Walker Parking Consultants/Engineers, Inc. 2 U 2 ❑ 3 4 5 NG WALL MONUMENT SIGN — FACE BRICK -1 BUILDING NUMBER SIGNAGE: j" THICK LASER CUT ALUMINUM CHARACTERS. 1" ALUMINUM STAND-OFFS. COLOR ANODIZED FINISH. HELVETICA TEXT FINISH GRADE -VARIES 1l, _ : PARKING CONSULTANTS 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 952.595.9116 Ph 952.595.9518 Fax www.walkerparking.com E HAY DOBBS ARCHITECTURE URBAN DESIGN PLANNING INTERIORS CANOPY- www.haydobbs.com PASSENGER LOADING/UNLOADING U.S. Bank Plaza 220 S. Sixth St., Suite 165 Minneapolis, MN 5 5 4 0 2- 2 9 2 9 Tel. 612. 338.4590 Fax. 612. 337.4042 8'-0" ----- 5 ------------- IV I l I N U IV I L I SCALE: 1/4"=1'-0" 4 3 2 -- - /—RAMP LIGHTING Id BEYOND (TYP.) Eli 011 =mow-Nmilm .II—II. III1M 'RECAST CAP 'ACE BRICK — 1 FACE BRICK — 6 1 7 CAP :K - -STAIR B BEYOND -EIFS CAP -PRECAST WALL PANEL VENEER BRICK -1 i RAO. WALL 30116T. TIER 4 (LOWER) 28 -4 PRECAST HEAD (TYP.) PRECAST SILL & BANDINGTYP� TIE 3 LOWER) 7 -0 TIER 2 5 -8 (LOWER) -- 0 TIE00 -o R 1 (UPPER) OL TIER 1 (LOWER) NISHED IITAL "4-4 16' 32' .R 1/16" = 1'-0" 8 D A500 L. TF1 Q 0 I LJ Z Z_ Z W � W Cn O U U) Z:) C Z F. z Q U = Q U a 0- Z W QJc1 Q—. U) 07 Q 2 LU t= ❑ w Z Q 2 U cn A500 L. TF1 Lu X O a QJc1 Q—. LU t= ❑ w cn ❑ rn o w � Q o ❑ 0 Lu C5 n z PROJECT NO: 21-3590.00 DRAWN BY: CHECKED BY: SHEET TITLE: BUILDING ELEVATIONS A500 L. TF1 a M n O O) O O N 1-1O U 3 0 N O I O_ 1 U Q O (7) N M 2 a c� ca z W N N Q 2 Z 2 U f- 3 N 1 O O O CM N M CN / All / T 1 CHANHASSEN TRANSIT STATION KNOW ALL MEN BY THESE PRESENTS: That Bloomberg Companies Incorporated, a Minnesota corporation, fee owner of the following described property situated in the County of Carver, State of Minnesota to wit: That part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23 which lies southerly of the north 33.00 feet thereof, which lies easterly of the plat of Frontier Cinema Addition, according to the recorded plat thereof, northerly of a line distant 56.5 feet northerly and parallel with the centerline of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company's main track as now laid out and established and which lies southerly of a line drawn parallel and/or concentric with and distant 50.00 feet southeasterly of the following described line: Commencing at a point distant 5.00 feet south from said northeast corner of the Northwest Quarter as measured at a right angle from the north line of said Northwest Quarter; thence on an assumed bearing of West parallel with said north line of the Northwest Quarter for 600.00 feet; thence on a bearing of East for 107.01 feet to the actual point of beginning of the line to be described; thence easterly and southeasterly 257.84 feet along a tangential curve concave to the southwest having a radius of 300.00 feet and a central angle of 49 degrees 14 minutes 41 seconds; thence South 40 degrees 45 minutes 19 seconds East, tangent to the last described curve, a distance of 351.48 feet; thence southeasterly and southerly 249.72 feet along a tangential curve concave to the southwest having a radius of 344.92 feet and a central angle of 41 degrees 28 minutes 55 seconds, and said line there terminating. Excepting therefrom the following three parcels: Commencing at the northeast corner of the Northeast Quarter of the Northwest Quarter, Section 13, Township 116, Range 23; thence west along the north line of said Northeast Quarter of the Northwest Quarter a distance of 252.00 feet to the point of beginning of the tract to be described; thence south parallel with the east line of said Northeast Quarter of the Northwest Quarter a distance of 303.00 feet; thence east parallel with the north line of said Northeast Quarter of the Northwest Quarter a distance of 60.00 feet; thence north parallel with the east line of said Northeast Quarter of the Northwest Quarter a distance of 303.00 feet; thence west 60.00 feet to the point of beginning. And That part of the Northwest Quarter of Section 13, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Northeast corner of said Northwest Quarter; thence south along the east line of said Northwest Quarter a distance of 351.5 feet; thence west at right angles 192.00 feet more or less to its intersection with a line 192.00 feet west of and parallel with the east line of said Northwest Quarter, as measured along a line ' t of beginning; thence continue along the last described course 15.00 feet; thence north parallel the actual point rt to a, parallel with the north line of said Northwest Quarter, p 9 with the east line of said Northwest Quarter to a line 303.00 feet south of and parallel with the north line of said Northwest Quarter, as measured along a line parallel with the east line of said Northwest Quarter; thence east parallel with the north line of said Northwest Quarter a distance of 15.00 feet to a line 192.00 feet west of and parallel with the east line of said Northwest Quarter, as measured along a line parallel with the north line of said Northwest Quarter; thence south parallel with the east line of said Northwest Quarter to the point of beginning. AND All that part of the Northeast Quarter of the Northwest Quarter, Section 13, Township 116, Range 23 which is embraced within the plat of Old Village Hall, according to the recorded plat thereof, Carver County, Minnesota. Together with that part of Outlot A. Frontier Cinema Addition, Carver County, Minnesota, described as follows: Commencing at the southeast corner of said Outlot A, Frontier Cinema Addition, Carver County, Minnesota; thence North 00 degrees 33 minutes 26 seconds West, an assumed bearing, along the east line of said Outlot A, a distance of 110.00 feet; thence North 17 degrees 52 minutes 40 seconds East along said east line of Outlot A, a distance of 6.11 feet to the point of beginning; thence North 11 degrees 09 minutes 45 seconds West a distance of 98.29 feet; thence North 78 degrees 50 minutes 15 seconds East a distance of 31.70 feet to said east line of Outlot A; thence southerly along said east line of Outlot A to the point of beginning. And that the City of Chanhassen, a public body corporate and politic under the laws of the State of Minnesota, fee owner of the following described property situated in the County of Carver, State of Minnesota to wit: All that part of the following described property. That part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23, described as follows: Commencing at the northeast corner of the Northeast Quarter of the Northwest Quarter, Section 13, Township 116, Range 23; thence west along the north line of said Northeast Quarter of the Northwest Quarter a distance of 252.00 feet to the point of beginning of the tract to be described; thence south parallel with the east line of said Northeast Quarter of the Northwest Quarter a distance of 303.00 feet; thence east parallel with the north line of said Northeast Quarter of the Northwest Quarter a distance of 60.00 feet; thence north parallel with the east line of said Northeast Quarter of the Northwest Quarter a distance of 303.00 feet; thence west 60.00 feet to the point of beginning. Which lies Southerly of a line drawn parallel and/or concentric with and distant 50.00 feet Southeasterly from the following described line: Commencing at a point distant 5.00 feet South from said Northeast corner of the Northwest Quarter as measured at a right angle from the North line of said Northwest Quarter; thence on an assumed bearing of West parallel with said North line of the Northwest Quarter for 600.00 feet; thence on a bearing of East for 107.01 feet to the actual point of beginning of said line; thence Easterly and Southeasterly for 257.84 feet along a tangential curve concave to the Southwest having a radius of 300.00 feet and a central angle of 49 degrees 14 minutes 41 seconds; thence South 40 degrees 45 minutes 19 seconds East, tangent to said curve, for 351.48 feet; thence Southeasterly and Southerly for 249.72 feet along a tangential curve concave to the Southwest having a radius of 344.92 feet and a central angle of 41 degrees 28 minutes 55 seconds, and said line there terminating. Together with that part of the Northwest Quarter of Section 13, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Northeast corner of said Northwest Quarter; thence south along the east line of said Northwest Quarter a distance of 351.5 feet; thence west at right angles 192.00 feet more or less to its intersection with a line 192.00 feet west of and parallel with the east line of said Northwest Quarter, as measured along a line parallel with the north line of said Northwest Quarter, to the actual point of beginning; thence continue along the last described course 15.00 feet; thence north parallel with the east line of said Northwest Quarter to a line 303.00 feet south of and parallel with the north line of said Northwest Quarter, as measured along a line parallel with the east line of said Northwest Quarter; thence east parallel with the north line of said Northwest Quarter a distance of 15.00 feet to a line 192.00 feet west of and parallel with the east line of said Northwest Quarter, as measured along a line parallel with the north line of said Northwest Quarter; thence south parallel with the east line of said Northwest Quarter to the point of beginning. And that the Housing and Redevelopment Authority in and for the City of Chanhassen, a public body corporate and politic under the laws of the State of Minnesota, fee owner of the following described property situated in the County of Carver, State of Minnesota to wit: Outlot A, Old Village Hall, According to the recorded plat thereof, Carver County, Minnesota. Have caused the same to be surveyed and platted as CHANHASSEN TRANSIT STATION. BLOOMBERG COMPANIES INCORPORATED In witness whereof said Bloomberg Companies Incorporated, a Minnesota corporation, has caused these presents to be signed by its proper officer this -_ day of _----, 20___. Bloomberg Companies Incorporated. by STATE OF ---- COUNTY OF ---- The foregoing instrument was acknowledged before me this __-_- day of ---- 20--• by ----- -------- of Bloomberg Companies Incorporated, a Minnesota corporation, on behalf of the corporation. Notary Public, ----County, My Commission Expires CITY OF CHANHASSEN In witness whereof said City of Chanhassen, a public body corporate and politic under the laws of the State of Minnesota, has caused these presents to be signed by its proper representative this ------ day of ----- 20 City of Chanhassen by ----------------- AND REDEVELOPMENT AUTHORITY In witness, whereof said Housing and Redevelopment Authority in and for the it. of Chanhassen, a public body corporate and politic under the laws of t State of Minnesota, has caused these presents to be signed by its ch . man and executive director this -_-__ day o , 20___. Housing and Redevelopment ulhority by----------- by---------- STATE OF --- COUNTY OF ------ The foregoing instrument was acknowledged before me this -__-_ day of -_--_-� 20-_, by - --------- of the City of Chanhassen, a public body corporate and politic under the laws of the State of Minnesota, on behalf of the city. Notary Public, / �1y Commission Expires ty, STATE OF_-_-___ COUNTY OF ------ The foregoing instrument was acknowledged before me this day of -------- 20--• by ------------I -------- and by of Housing and Redevelopment Authority in and for the City of Chanhassen, a public body corporate and politic under the laws of the State of Minnesota, on behalf of the city. Notary Public, My Commission Expires n ty, SURVEYOR CERTIFICATION / I hereby certify that I have surveyed and platted or directly supervised the surveying and platting of the land described on this plat; that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated; that all that all monuments depicted on the plat have been or will be correctly set within one year; that all water boundaries and wet lands as of this date are shown and labeled; that all public ways are shown and labeled. Brent R. Peters, Licensed Land Surveyor Minnesota License No. 44123 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing Surveyors Certificate was acknowledged before me this day of __-_--_ 20-, by -_-__- a Licensed Land Surveyor. Notary Public, -_-_-_County, -_ My Commission Expires January 31, 20___ CITY OF CHANHASSEN, MINNESOTA This plat of CHANHASSEN TRANSIT STATION was approved and accepted by the City Council of the City of Chanhassen, Minnesota, at a regular meeting thereof held this day of _---, 20__, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd, 2. CITY COUNCIL OF CHANHASSEN, MINNESOTA By --__-_ Mayor By - City Manager or Clerk COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this _-_- day of __--__- 20-_. John E. Freemyer, County Surveyor by----------------- - COUNTY AUDITOR/TREASURER, CARVER COUNTY, MINNESOTA I hereby Certify that the taxes payable in 20-_ and prior years have been paid for land described on this plat. Dated this -_____ day of 20___. Laurie Engelen, County Auditor/Treasurer by--------------------- COUNTY RECORDER, CARVER COUNTY, MINNESOTA I hereby certify that this plat of CHANHASSEN TRANSIT STATION was filed this day of Carl W. Hanson, Jr. County Recorder by------------ 20-_, at o'clock _.m. as Document No. Egan, field & Nowak, Inc. land surveyors since 1872 �J 1 / • I I /\ r---\ r--- \ A �J r -7 /-\ /\ r--\ r1 UI v CHANHASSEN TRANSIT STATION A n F- I n '1 1—) T- n ! r1 I T/ /1 I\ I I V I L_ LJ I/—\ L_ /—\ 1\ 1 /—\ I V/\ I 1 n r1 r ---\A T- -NORTH UNE OF THE NE 1/4 OF THE NW 1/4 1-7 ...� 1 1 \ L_ L_ I V V L_..: I I OF SECTION 13, rOWNSHIP 116, RANGE 23 I �-— .r 107.01r� �� 6.�ii10�CV8. 3 8i$�.1.1' S88.48'24 "E itT 494.34 ►° ;o i 326.21 �_ p 14 N. 212sQ¢"" \ �0 \ F \ /\ r1 r1 I T I —\ I\ I WESr (DESC) N88 -48.24-W (MEAS) 252.00 „fir s� _— 60.00 - I �� _A UNE PARALLEL WITH THE NORTH �� UNE OF THE NE 1/4 OF THE NW 1/4 ------- 192.00------ < I T'7 L- -7-1 ..L_ 7O p0 �� -r �w/,-) ' I f 7�_ n PA -7 58973'00 E ,W 77 �� 57.02 uN, _ G� � C) -� N7 F$050 01 3170-N L_ C) n - n v I I r\ � Z C� O M C to C4k.Tt M�l r 6.11, N17.52'40`r OT AION OF OU ADSll GNEM — IiHEAST CORNER OF `—SOUOUTLOT ADDITIONnER CINEMA— \, �In\IL \n/A VV \ r A I `l -NORTHEAST CORNER OF THE NE 1/4 I OF THE NW 1/4 OF SECTION 13, TOWNSHIP 116, RANGE 23 \ DETAIL A \\G� ; � 4'52"E \\(NOT TO SCALE) r \ 0Q \ ` ON C3 Gj► �1 � 19 5��4824 E \ \ \ \ \ / U R=5754 00 " � 4 �8,p1 W - ,Br9�S77 � � 1 I I I E OF RAILROAD TRACKS -_CEIN NTER L T pA L I V _ Ir _ r` r V L- L - - -r\n T I V V is I I r A 0 40 80 120 SCALE IN FEET • FOUND IRON MONUMENT ® SET MONUMENT MARKED WITH LICENSE NUMBER 44123 The orientation of this bearing system is based on the Carver County coordinate grid (NAD 83-86 Adj.). Egan, field £r Nowak, Inc. land surveyors since 1872 — te r—\ / r_— 1 r— L-1L_VL_L VIL_IV 0 40 80 120 SCALE IN FEET • FOUND IRON MONUMENT ® SET MONUMENT MARKED WITH LICENSE NUMBER 44123 The orientation of this bearing system is based on the Carver County coordinate grid (NAD 83-86 Adj.). Egan, field £r Nowak, Inc. land surveyors since 1872 Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick John F. Kelly Henry A. Schaeffer, UI Alina Schwartz Samuel J. Edmunds Marguerite M. McCarron 1380 Corporate Center Cu: Suite 317 • Eagan, MN 551: 651-452-5000 Fax 651-452-5550 www.ck-law.com CAMPBELL KNUTSON Professional Association Direct Dial: (651) 234-6222 E-mail Address: snelson®ck-law.com September 20, 2011 Ms. Kim Meuwissen City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 .;ITV OF CHANHASSEN RECEIVED SEP 2 1 2011 CHANHASSENPLAUNING DFP; RE: CHANRASSEN — RECORDATION OF DOCUMENTS ➢ Site Plan Permit #09-18 — SouthWest Transit (Lot 1, Block 1, Chanhassen Transit Station) Dear Kim: Enclosed for the City's files please find original recorded Site Plan Permit #09-18 with SouthWest Transit for construction of the parking ramp and transit station on the above referenced property. The permit was recorded with Carver County on August 4, 2011 as Abstract Document No. A540871. Regards, CAMPBELL KNUTSON Professional Association % B GQ.tr� S san R. Nelson, Legal ssistant SRN:ms Enclosure SCANNED Document No. OFFICE OF THE A 540871 COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee $46 00 Receipt# Certified Recorded on 8/4/2011 at 02 CITY OF CHANHASSEN SITE PLAN PERMIT 09-18 PARKING RAMP SPECIAL PROVISIONS THIS AGREEMENT (this "Site Plan Agreement") dated November 23, 2009, by and between the City of Chanhassen, aMinnesota mumcipal corporation (the "City'), and SouthWest Transit (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for the construction of the parking ramp and transit station for Planning Case 09-18 for Chanhassen Transit Station (referred to in this Site Plan Agreement as the "Project"). The land is legally described as Lot 1, Block 1, Chanhassen Transit Station, according to the recorded plat thereof on file in Carver County, Minnesota. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Site Plan Agreement and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A: SouthWest Station — Chanhassen — Sheet Index, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan B: (C100) Site Demolition Plan, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan C: (C200) Site Plan, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan D: (C300) Grading, Drainage and Erosion Control Plan, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. SP -1 bCANNED Plan E: (C400) Utility Plan dated, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan F: (C500) Paving Plan , received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan G: (C600) Civil Details, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan H: (C601) Civil Details, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan I: (L100) Landscape Plan, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan J: (A210) Ground Floor Plan, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan K: (A211) Second Floor Plan, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan L: (A500) Building Elevations, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan M: (AG -101) Ground Tier/Second Tier Striping Plan, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan N-1: Chanhassen Transit Station Plat Cover Sheet, received on October 16, 2009, prepared by Egan Field & Nowak, Inc. Plan N-2: Chanhassen Transit Station Plat, received on October 16, 2009, prepared by Egan Field & Nowak, Inc. PlanO: Illustrative Building Elevations, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. 4. Time of Performance. The Developer shall install all required screening and landscaping by August 1, 2011. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, if the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. SP -2 PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Len Simich, Executive Director SouthWest Transit Commission 13500 Technology Drive Eden Prairie, MN 55344 (952) 974-3101 lsimichnaswtransit.org Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a site plan for the construction of a parking ramp and transit station subject to the following conditions: A. The monument sign proposed on Lot 2, Block 1, shall not exceed 8 feet in height. B. Only one logo shall be permitted along the east elevation. C. A lighting plan that is in keeping with the approved standards shall be submitted to the City. D. Approval of the Site Plan is contingent upon approval of the final plat and variance — Planning Case 2009-18. E. Building Official Conditions: 1. Elevator\office\lobby structure is required to have an automatic fire extinguishing system. 2. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. SP -3 3. Accessible routes must be provided to commercial buildings, parking facilities and public transportation stops. 4. All parking areas, including parking structure, must be provided with accessible parking spaces. 5. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss property line issues as well as plan review and permit procedures. F. Inlet protection will be required on all conveyance systems — existing and proposed. G. Concrete washout area needs to be shown on the plan set. H. A note is to be added to sheet C-600 under the Dandy Bag detail to indicate that the bag must be cleaned out any time it reaches one-half the capacity. I. The curb cut inlets to the rain garden should be made as wide as practicable. A minimum of eight feet is recommended to avoid concentrated flows and subsequent erosion. The concrete spillway should be replaced with a vegetated swale. K. All exposed soil areas must be stabilized within 7 days after the construction activity in that portion has temporarily or permanently ceased. L. If any credits are to be applied to the SWMP fees, the drainage calculations should be revised to include the rain garden. M. Total SWMP fees due at the time of final plat are $34,731.48. It is possible that a credit may apply for the rain garden feature. However, as the drainage calculations do not address what area is being treated in the rain garden, this credit cannot be calculated. N. The plans shall show all existing utilities including but not limited to aboveground and underground electric lines and underground gas lines. Utility companies shall be contacted for locates. O. Approval of the site plan is contingent upon approval of the vacation of the drainage and utility easement and abandonment of the existing utilities within the vacated area. P. The applicant shall enter into a site plan agreement." 8. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit "B" and incorporated herein. SP -4 (SEAL) STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) CITY OF CHANHASSEN BY: Tom Furlong, Mayor AND: oddGy Manager The foregoing instrument was acknowledged before me thisLB�✓Iay of , , // by Tom Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Ll�bTARQV PUBLIC "< KAREN J. ENGELHARDT 1 Notary Public -Minnesota My commission Expines Jan 31. 2015 SP -5 11, SOUTHWEST TRANSIT: FW ------------ LINDA ELLEN SPEVACEK NOTARY PUBLIC -MINNESOTA MY Commission Expires Jan. 31. 2012 STATE OF MINNESOTA ) n (ss COUNTY OF l "rW ) Chief Executive Officer Tom Furlong, Chair SouthWest Transit ( The foregoing instrument was acknowledged before me this o2 7 day of 20Xby Len Simich, Chief Executive Officer, SouthWest Transit. Zpl ( NOTARY PUBLIC STATE OF MINNESOTA ) COUNTY OF d"441-- ) ss The foregoing instrument was acknowledged before me this 7 day of 29Wby Tom Furlong, Chair, SouthWest Transit Commission. UV ( d""" elk, NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 �a'ow '� LINDA (952)227-1100 s* ELLEN SPEV.ACEK NOTARYPUBLIC-MINNESOTA My Commission Expires 9, Jan. 31, 2Ct2 ugJ!, w afl CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be wan -anted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. GC -1 Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attomeys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporaryjob site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recordine. This Permit shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, GC -2 available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are fust provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws. Ordinances. and Regulations. tions. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall fumish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. sX461 tr �. )NEST 78TH STREET ? t .I tank! t 4 rt Z - too t �� tbFtrltEON4 1 fft 1 r f _ it f %/ 2.2 4 �LLJ`R'ItYc�\ E. JSLS' G44 oo _ 9 / `oo tt � . • _ w r __ �1 b 1 M�� \Iii` tl � . "� � ♦ ~ ' :y - r I 4 rf 44( 1 I /S\ t y `� .. - 00 "go IV `_ ►. _ • F C 46 IL .. -. �i t ; • Oso E1T\ ` e 1 �NOT amp t Ilk r f . &V - alk 4� A 5) DATE: 28 OCTOBER, 2009 -q { ARBpRET AERIAL VIEW OF SITE SW TRANSIT- CHANHASSEN STATION CHANHASSEN, MINNESOTA WA .K HAY DOBBS WEST 78TH STREET L3 I 4 I VAF�. too `0 f*mv 44 t 2.2 LU QI Lop E 6 M1 Mr Ito 4 /5\ 1 Ef 4;1 . I VII 46 3L - _ - ,� 1, V 4" t 1Z 4 to DATE: 28 OCTOBER, 2009 4b AERIAL VIEW OF SITE SW TRANSIT- CHANHASSEN STATION CHANHASSEN, MINNESOTA WALKER 40 i 1 Ulm r.ar A■ ■ • I��— in _ .■■ onmw - v� 1�11��I1��1WIN Il �r�W■ __I MEE! .r - F %Qv INWl%F TRANSIT 1 2 3 4 5 8 7 8 9 70 11 12 13 14 15 16 PRFYINSN I &COPT M & GPS D CAP AMIED S1EF1 P NTFD STELL IIIFAGE BR�cic - 2 1UBE ucl�nNc 17 T 19 20 21 22 23 WALL PNINW �WNE Ila WNL PANEL am R NISNED Menu VENEER EKBCK 1 BRICK -1 W PANEL PREFlNISNED MET& B/CIDCK PAINTED S1FF1 P VENEER BRICKN-LL1 RIMNISNED MET& SUNSINDE RAMP_ _ TREWB SUNSI E AA BEYOND (TV.) - - BMODINSP FlNSX — IEE BRICI(- 1 TIDING B NAGE * W. . EIFSPll- PRECA WNL PANEL _ JIMING MWNM VENEER BRICK -1 -_ _ - - --_ _- DECORAi IlGN W/PKE BRICK- SOPPor /FIDE BR9 e ��■II�I III��3 �'�t 7�ta_ ..3 3E:ea: �� .��3.11.:1:..�. i� _ "=±t IbDE 38�. ��_��( �1�; �E�G.. �_e �__e�= —E_": E Sl.�_-� O O O �la on Y411 IAW% i CAP Y'[lu'rn� PYKCAaS� WALL PANEL' VEpN.EEER BRICK -1 1131$w4v1 PRECAST NEN "A IPPORT PIEN/GABLE MET& FENCE/FACE BRICK SCREEN WNL BNL PWfIERS run�u l�rr.! _ _ \ PASSENGER ENDING/UHLGLDINC i`1I EAST BUILDING ELEVATION �� BRICK - 1 WNL PANEL BRICK -1 SIGNAGE MP.) ILLUSTRATIVE BUILDING ELEVATIONS DATE: 28OCTOBER, 2009 - SW TRANSIT-CHANHASSEN STATION Yf CHANHASSEN, MINNESOTA HAY DOBBS DATE: 28 OCTOBER, 2009 -- VIEW OF STATION Et THEATRE LOOKING WEST SW TRANS IT-CHANHASSEN STATION CHANHASSEN, MINNESOTA awl 4 r 40 WALKER HAY DOBBS 1 VIEW OF THEATRE LOOKING NORTHWEST DATE: 28 OCTOBER, 2DD9 SW TRANSIT - C H A N H A S S E N STATION WALKER CHANHASSEN, MINNESOTA HAY DOBBS 2.1 -moo_ DATE: 28 OCTOBER, 2009 VIEW OF STATION LOOKING WEST SW TRANSIT- CHANHASSEN STATION CHANHASSEN, MINNESOTA moME WALKER HAY DOBBS 2.2 DATE: 28 OCTOBER, 2009 VIEW OF COUNTRY INN Et SUITES SW TRANSIT- CHANHASSEN STATION CHANHASSEN, MINNESOTA 0 wwuc HAY DOBBS 3 -mw, i ,ou iu\Y 1 1 � I.I\ll. ' _. CRANK ASSE CINE WV Ci TAMPION BALLROOM ...n. . w .n Mai .I ).... W.I. I..n.n ,ro9a DATE: 28 OCTOBER, 2009 SW TRANSIT-CHANHASSEN STATION IL WALKER HAY DOBBS CHANHASSEN, MINNESOTA 6 VIEW OF THEATRE LOOKING NORTH DATE: 28 OCTOBER, 2009 SW TRANSIT - C H A N H A S S E N STATION WALKER HAY DOBBS CHANHASSEN, MINNESOTA 7 •MIIN.TIH � �- y W SNax W.v Tuxvt v c 4r � ti ries as WAPW JIF is tA- Aw- Nxrx Nl)r IYx)ir u JE CITY OF CHANHASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL DATE JOB NO. 3/2/11 2009-18 ATTENTION Sue Nelson RE: Document Recording M Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 11/23/09 09-18 Site Plan Permit 2009-18 for Chanhassen Transit Station ❑ FOR BIDS DUE For Recording ❑ PRINTS RETURNED AFTER LOAN TO US THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE REMARKS ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return M For Recording ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: Len Simich, SouthWest Transit copies for approval copies for distribution corrected prints SIGNED: Kt Meuwiss n, (952) 227-1107 SCANNED If enclosures are not as noted, kindly notify us at once. CITY OF CHANHASSEN SITE PLAN PERMIT 09-18 PARKING RAMP SPECIAL PROVISIONS THIS AGREEMENT (this "Site Plan Agreement") dated November 23, 2009, by and between the City of Chanhassen, a Minnesota municipal corporation (the "City"), and Southwest Transit (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for the construction of the parking ramp and transit station for Planning Case 09-18 for Chanhassen Transit Station (referred to in this Site Plan Agreement as the "Project"). The land is legally described as Lot 1, Block 1, Chanhassen Transit Station, according to the recorded plat thereof on file in Carver County, Minnesota. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Site Plan Agreement and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A: SouthWest Station — Chanhassen — Sheet Index, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan B: (C100) Site Demolition Plan, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan C: (C200) Site Plan, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan D: (C300) Grading, Drainage and Erosion Control Plan, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. SP -1 Plan E: (C400) Utility Plan dated, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan F: (C500) Paving Plan, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan G: (C600) Civil Details, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan H: (C601) Civil Details, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan I: (LI 00) Landscape Plan, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan J: (A210) Ground Floor Plan, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan K: (A211) Second Floor Plan, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan L: (A500) Building Elevations, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan M: (AG -101) Ground Tier/Second Tier Striping Plan, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. Plan N-1: Chanhassen Transit Station Plat Cover Sheet, received on October 16, 2009, prepared by Egan Field & Nowak, Inc. Plan N-2: Chanhassen Transit Station Plat, received on October 16, 2009, prepared by Egan Field & Nowak, Inc. PlanO: Illustrative Building Elevations, received on October 16, 2009, prepared by Walker Parking Consultants, Hay Dobbs, and Pierce Pini & Associates. 4. Time of Performance. The Developer shall install all required screening and landscaping by August 1, 2011. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, if the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. SP -2 PROCEDURESFOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. - c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Len Simich, Executive Director SouthWest Transit Commission 13500 Technology Drive Eden Prairie, MN 55344 (952) 974-3101 lsimich(a,swtransit.org Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a site plan for the construction of a parking ramp and transit station subject to the following conditions: A. The monument sign proposed on Lot 2, Block 1, shall not exceed 8 feet in height. B. Only one logo shall be permitted along the east elevation. C. A lighting plan that is in keeping with the approved standards shall be submitted to the City. D. Approval of the Site Plan is contingent upon approval of the final plat and variance — Planning Case 2009-18. E. Building Official Conditions: 1. Elevator\office\lobby structure is required to have an automatic fire extinguishing system. 2. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. SP -3 3. Accessible routes must be provided to commercial buildings, parking facilities and public transportation stops. 4. All parking areas, including parking structure, must be provided with accessible parking spaces. 5. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss property line issues as well as plan review and permit procedures. F. Inlet protection will be required on all conveyance systems — existing and proposed. G. Concrete washout area needs to be shown on the plan set. H. A note is to be added to sheet C-600 under the Dandy Bag detail to indicate that the bag must be cleaned out any time it reaches one-half the capacity. 1. The curb cut inlets to the rain garden should be made as wide as practicable. A minimum of eight feet is recommended to avoid concentrated flows and subsequent erosion. The concrete spillway should be replaced with a vegetated swale. K. All exposed soil areas must be stabilized within 7 days after the construction activity in that portion has temporarily or permanently ceased. L. If any credits are to be applied to the SWMP fees, the drainage calculations should be revised to include the rain garden. M. Total S WMP fees due at the time of final plat are $34,731.48. It is possible that a credit may apply for the rain garden feature. However, as the drainage calculations do not address what area is being treated in the rain garden, this credit cannot be calculated. N. The plans shall show all existing utilities including but not limited to aboveground and underground electric lines and underground gas lines. Utility companies shall be contacted for locates. O. Approval of the site plan is contingent upon approval of the vacation of the drainage and utility easement and abandonment of the existing utilities within the vacated area. P. The applicant shall enter into a site plan agreement." 8. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit "B" and incorporated herein. M (SEAL) STATE OF MINNESOTA ) (as COUNTY OF CARVER ) CITY OF CHANHASSEN r(— BY: I T Tom Furlong, Mayor AND: odd Gerhardt, City Manager The foregoing instrument was acknowledged before me this -L8"'day of ' _, 26id; by Tom Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. — / WTA" PUBLIC �s KAREN J. ENGELHARDT = Notary Public -Minnesota ply commission EXpims Jen 31.2015 SP -5 STATE OF MINNESOTA ) n . (as COUNTY OF 0&1- W ) SOUTHWEST TRANSIT: The foregoing instrument was acknowledged before me this o2 7 day of�, 20Xby Len Simich, Chief Executive Officer, SouthWest Transit. -2,01( NOTARY PUBLIC STATE OF MINNESOTA ) (as COUNTY OF 00-rv'el' 1 CA - The foregoing instrument was acknowledged before me this 7 day of Vy 2910 by Tom Furlong, Chair, SouthWest Transit Commission. ,L,01 1 NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 zr LINDA (952)227-1100 ELLEN SPEVACEK —r. NOTARY PUBLIC -MINNESOTA -Say Myamixssion Expires Jan. 31.2012 SP -6 CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. S. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All gees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. GC -1 Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attomeys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bilis not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporaryjob site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. Many portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. W aivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recording. This Permit shall run with the land and may be recorded against the title to the property- I. ropertyI. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, GC -2 available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws, Ordinances, and Regulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. GC -3 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: February 22, 2010 RESOLUTION NO: 2010-16A MOTION BY: Tiornhom SECONDED BY: Ernst A RESOLUTION AUTHORIZING INTERFUND LOAN FOR ADVANCE OF CERTAIN COSTS IN CONNECTION WITH TRANSIT STATION PUBLIC IMPROVEMENT PROJECT BE IT RESOLVED By the City Council of the City of Chanhassen, Minnesota (the "City"), as follows: Section 1. Background. 1.01. The City plans to incur costs related to the Chanhassen Transit Station public improvement project. 1.02. The City intends to advance funds to pay the costs described above and proposes to designate such advances as an interfund loan in accordance with the terms of this resolution. Section 2. Repayment of Interfund Loan. 2.01. The City's Transit Station Capital Project Fund (Fund No.413) shall borrow from the City's Water Fund (Fund No. 700) to pay costs related to the Chanhassen Transit Station public improvement project described above in a principal amount of up to $729,253. The City's Transit Station Capital Project Fund will reimburse the City's Water Fund for such loan (the "Interfund Loan"). Interest shall accrue on the principal amount from the date of disbursement of the Interfund Loan at the maximum rate per annum allowed by law but the interest rate will, without further action by the City, be adjusted on January 1 of each year to reflect the maximum rate allowed that calendar year. 2.02. The Interfund Loan is payable from (i) special assessments levied against benefited properties; (ii) the proceeds of obligations the City may issue in the future to repay the Interfund Loan; and (iii) from any other revenues available to the City. 2.03. Principal and interest payments (the "Payments") on the Interfund Loan shall be made at the times any revenue sources are available to make payments. Payments will be credited to the City Water Fund from which the Interfund Loan was drawn. All Payments shall be applied first to accrued interest, and then to unpaid principal of the Interfund Loan. 2.04. The principal sum and all accrued interest payable under the Interfund Loan is pre -payable in whole or in part at any time by the City without premium or penalty. I SCANNED i 2.05. The City may at any time make a determination to forgive the outstanding principal amount and accrued interest on the Interfund Loan to the extent permissible under law. 2.06. The City may from time to time amend the terms of this Resolution to the extent permitted by law, including without limitation, amendment to the payment schedule and the interest rate. Section 3. Effective Date. This resolution is effective upon approval. Passed and adopted by the Chanhassen City Council this 22°d day of February, 2010. ATTEST: Gerhardt, City Clerk/Manager PES Furlong Ernst Litsey McDonald Tjomhom NO None 2 Thomas A. Furlong, Mayor ABSENT None Chanhassen City Council — February 22, 2010 Mayor Furlong: New business? Councilwoman Tjomhom: Yes please. Mayor Furlong: Okay. Alright. Very good. Any other items on the consent agenda you desire for separate discussion? If not then is there a motion to adopt items 1(a) through (i) excluding (g)? Councilwoman Ernst moved, Councilman McDonald seconded that the City Council approve the following consent agenda items pursuant to the City Manager's recommendations: a. Approval of Minutes: -City Council Work Session Minutes dated February 8, 2010 -City Council Verbatim and Summary Minutes dated February 8, 2010 Receive Commission Minutes: -Planning Commission Verbatim and Summary Minutes dated February 2, 2010 -Park and Recreation Commission Verbatim & Summary Minutes dated January 26, 2010 b. Resolution #2010-13: Well No. 4 Project 09-02: Approve Quotes for Rehabilitation. C. Resolution #2010-14: Approve Resolution Designating Park Road as a MSA Street. d. Resolution #2010-15: Crossroads of Chanhassen: Accept Streets and Utilities. e. Audubon Road Reconstruction Project 10-02: Authorization to Proceed with Temporary Easement Acquisition. Approval of 2010 Key Financial Strategies. h. Resolution #2010-16: Approve Resolution Authorizing Interfund Loans for Chanhassen Transit Station Project. Resolution #2010-17: Public Works Building, Project 08-03: Approve Change Order. All voted in favor and the motion carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS: BRIAN RECKER, RIM CONSTRUCTION, RECAP OF PUBLIC WORKS BUILDING CONSTRUCTION PROJECT. Mayor Furlong: If you'd like to address the council this evening on an item that's not on our agenda, I invite you to come forward to the podium at this time. No? We do have Brian Recker here with RJM Construction Company that's going to give a presentation, a short discussion on the public works building, construction project. Good evening. SCANNED CITVOF 7700 Market Boulevard PO Boz 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.11 BO Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Rnance Phone: 952.227.1140 Fax: 952.227 1110 Park & Recreation Phone: 952.227.1120 Fax 952.227 1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227 1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952227.1300 Fax: 952.227.1310 Senior Cerner Phone: 952.227.1125 Fax: 952.227.1110 Web Site vi nv.ci.chanhassen.mn.us February 22, 2010 Mr. Scott Froemming Walker Parking Consultants 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 Mr. Len Simich SouthWest Metro Transit 13500 Technology Drive Eden Prairie, MN 55344 Re: Plan review for: Gentlemen: Sh&(WCn Chanhassen Station Parking Structure 500 Market Street Chanhassen, MN 55317 The plan review for the above named building is complete to the extent possible. The plans have been reviewed by the Building Inspection Division, Fire Marshal, and Planning Department. Inspection Division review does not include plumbing or mechanical review. Fire Marshal review does not include fire sprinkler review. The plans were reviewed for conformance to the 2007 Minnesota State Building Code which adopts the 2006 International Building Code by reference. Below are comments and corrections related to the plan review. Inspection Division 1) Submit a completed special inspection and testing schedule; to include: the work requiring special inspection, names of firms and individuals performing the inspections and/or tests, and the required frequency of their occurrence_ 2006 IBC 1704.1. r Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow February 22, 2010 Page 2 2) Submit SAC determination letter (for more information contact: Metropolitan Council, Environmental Services, 390 Robert St. North, St. Paul, MN 55101, ATTN Karon Cappaert, 651-602-1118). 3) Submit soils investigation report. 4) Submit fire sprinkler plans — signed by MN Fire Protection Engineer or NICET level 4 designer. 5) Submit documentation structure complies with 2009 Minnesota State Energy Code (Minnesota Rules 1323, Commercial Energy Code); regarding thermal envelope, HVAC systems, electrical energy determination, etc. (See 1323.1114 for compliance requirements.) 6) Submit, 2 sets, post -tensioning tendons and structural steel "shop" drawings, approved by the structural engineer. Please note, a structural component supplier's "Certificate of Compliance" (see 2006113C 1704.2.2) will be required before a Certificate of Occupancy is issued. 7) Door hardware shall allow egress from the area served without a key or special knowledge or effort. 2006 IBC 1008.1.8. Unlatching of any door or leaf shall not require more than one operation. 2006 IBC 1008.1.8.5. Doors and hardware serving storagetutility rooms (see Sheet 5-101) must also meet these requirements. Please acknowledge. 8) All doors must meet accessibility requirements; doors are required to have 18 inches clear space from door's latch edge on "pull" side. (This "typical" dimension is not found on the plans.) Please acknowledge. 9) Exterior egress illumination required at egress doors (exit discharge). 2006113C 1006. Submit revision. 10) Sheets A-213, A-301, A-312, A-901, A-902, A-903, A-904. Wood used in structures of Type H Construction must be fire -resistive treated (or meet Exceptions) 2006 IBC 603. Submit revision. 11) Sheets AG -601 and AG -701. Accessible signage and mounting must comply with 2007 MSBC. 12) Sheet 5-605, Beam Note #4. Detail 4/5-604 referred to is missing. Submit detail. 13) Submit the specifications for the EIFS system. MN Rules 1300.0120. 14) A guard is required at roof -edge side of the roof access hatch and/or roof -top equipment if hatch or equipment is within ten feet of the roof edge. 15) Sheet A-401. Specify accessible drinking fountain clearance and height. 16) Sheet A-431. Restroom elevations must be fully dimensioned to ensure required accessibility. Submit revision. February 22, 2010 Page 3 17) Sheets E401 and E402. Provide emergency lighting at first and second tier lobbies. Submit revision. 18) Twelve inch high address numbers required on south elevation of building (or at location as required by fire marshal). Acknowledgement required. 19) Informational item — retaining walls must be approved by Planning and Engineering Departments; retaining walls exceeding 48" in height also require design signed by a structural engineer. 20) Please note: Revised plans, addendums, letters, or other instruments of documentation will be required from the appropriate design professional for any changes to the approved plan. Fire Marshal's Office: Fire Marshal, contact Mark Littfm, 952-227-1151. Fire Protection Systems: 21) Submit sprinkler plans and application, and obtain a permit for the installation of the fire sprinkler system. Chanhassen Fire Department Policy #40- 1995. 22) A PN is not required. 23) Complete and submit the enclosed form "New/Existing Construction/Remodel and plan Submittal Criteria for Commercial Building". Fire Department Policy 52.2005. 24) Fire department connections (separate connections for stand -pipe and sprinkler systems required) to be near main entry. Submit revised elevation. 25) Please refer to the City/ Fire Department Policy on the installation of the water service for fire protection systems. Chanhassen Fire Department Policy #34-1993, #36-1994. 26) Fire extinguishers: Fire extinguishers shall be placed adjacent to EXIT doors leaving the 4 levels. Additional fire extinguishers shall be installed on each level with maximum travel distance of 75 feet between extinguishers. (Contact Fire Marshal for exact location). 3 dimensional fire extinguisher signs shall be installed over each extinguisher. For fire extinguishers mounted on columns, an additional 18 inch wide red painted band with proper wording shall be provided so they can be quickly located. Size of fire extinguishers shall be 4A6013C. Indicate on plans location of fire extinguishers in the common areas, mechanical rooms, electrical rooms etc. Fire Marshal must approve these locations. February 22, 2010 Page 4 27) Please refer to the Fire Department Policy on the installation of fire hydrants (contact Fire Marshal Mark Littfin for this policy). Contact Chanhassen Fire Marshal (Mark Littfin, 952-227-1151) if clarification is required. Ensure utility plans comply with Fire Department Policy regarding hydrant installation. 28) Twelve inch address numbers are required on the front face of the building. 29) Contact Fire Marshal regarding required "fire lanes" (curb to be painted yellow with "No Parking Fire Lane" signs). Fire Department Policy 06.1991. 30) A UL 72 Certificate must be completed for the fire sprinkler and/or fire alarm monitoring prior to occupancy. Chanhassen Fire Department Policy #01-1991, #40-1995. 31) Label pertinent, rooms/ doors with appropriate signage. See Fire Department Policy "Door Signage". 32) The Chanhassen Fire Department requires that a "pre plan" be submitted prior to the Certificate of Occupancy. Please refer to the policy for the requirements. Chanhassen Fire Department Policy #07-1991. 33) Fire department lock box is required. Call the Fire Marshal for exact location and specifications. 2007 Minnesota State Fire Code, Section 506.1. Copies of the Fire Department Policies are on the city web -site, please go to: www.ci.chanhassen.mn.us/FDPrev.html or contact the fire marshal. If you have any questions please call the Fire Marshal at (952) 227-1151 or the Deputy Fire Marshal at (952) 227-1152. Planning Department, contact Sharmeen al Jaff at 952-227-1134 Per our conversation, here are some preliminary comments. Also, we need a master plan do not redraw the plans). We just need to see a sheet that links your plans with the Kimley-Hom plans and that can be done on Sheet G-002. For example, next to sheet C-103 add (see sheets 9&10 of 26). These additions can be typed and sent separately. We will attach them to the plan set we already have. 34) Must provide detailed plans for monument and wall signage. Also, apply for a sign permit. February 22, 2010 Page 5 35) Extend the sidewalk as shown on page G-003. Water Resources Comments: 36) C-103 Erosion Control Plan: - Additional perimeter control must be shown on plan at all down gradients and where land slopes to surface waters (including stormwater conveyance systems). (Permit Part IV.C.2) Extend erosion control to include the southwest potion of the site. 37) Sheets 19 & 20 of 20 Do not install overland drainage — See sheet C-103 38) Raingarden Details: - Have concerns about the width of the raingarden curb cuts. Erosion and clogging at inlets in similar designs have been observed. Widening of curb cuts, eliminating curb, or alternate inlet design recommended. 39) SWPPP: (Also, see comments on attached plan) - 2.1: Documentation that an individual is qualified to complete stormwater inspections, as described in Part HLA2 of Permit - 3.1: The described location is inaccurate. The site is located south of West 78`h Street, west of Great Plains Boulevard and north of Market Street. The numbers on the figures cited must be changed accordingly. - 3.4: Specify ponding and final discharge point of stormwater - 3.4: Widen curb -cuts or provide alternate inlet design to raingarden design - 5.1: Specify depth of soil mixture to be incorporated in raingarden. Specify that only tracked equipment should be used in raingarden basin during construction to avoid compaction. 5.2: Include de -watering plan. 5.3: Specify concrete wash-out area must be lined with impermeable material and self-contained. Engineering Department, contact Alyson Fauske at 952-227-1164. No comments at this time. Please note, Engineering Department approval is required for permit issuance. February 22, 2010 Page 6 Items #4 - #18 are approved as deferred submittals and must be submitted through the architect or engineer of record in accordance with MSBC 1300.0130 (Phased approval provisions). These items must not be installed until submittal items have been reviewed and approved by the city. All other items must be corrected or addressed as requested before the associated permits will be issued. Other issues may arise which will also require your attention. Changes made by issuing revised plan sheets must have the revision clouded and the revision date shown. Submit three copies of only those sheets being revised, one with the original signature of the design professional. Changes to the plans by addenda, bulletin or similar methods must also be submitted in the same fashion. Please call if you have any questions, 952-227-1199. Official Cc: Sharmeen al Jaff, Senior Planner Alyson Fauske, Project Engineer Mark Littfin, Fire Marshal Building file: 500 Market Street g:\safety\insp\bld-mw\500madcetsimet.dm Location .tl YI f I 1 X4.1 ' - .. \I� e-��h.. i'tA •' � _ _ = Yom.. / KI IY �_ 111111 1 1111 ill/ 1• . � tea , Existing Park & Ride Site - A r J w k C 1 _ ,1 t C�� 1 tl ' rd Plat CIUDW aCp: r;pnu£0IC41. <.-. _ . 7 :uCIUDDA ]ND ADD11C:: T_—_ . II WEST 711M aTaflr One Story Wood Frame Building L2. B1 O O L1. Bt _ 1 Proposed Ramp To Be al 10 -1 -mm =11 low —' Proposed Market Street Oudot B �s r _ ��s+ansannr.�m uaxv._ r i i Proposed Prking Ramp Access off of — Market Street Access off of Dinner Theatre Parking Lot South and North Elevations IV. +W4 East and West Elevations � e EAST BUILDING ELEVATION Proposed: Stall Size 8%2 feet x 18 Feet Drive aisle: 24%2 feet Required: Stall Size 9 feet x 18 Feet Drive aisle: 26 feet TRANSFORMER SNOW DUMP a'• I11�s 4 LEVEL PARKING DECK f. � y Z- 420 STALLS -w4 y y z L 'o LK; SIDEWA, TITT7 1- 1 1 Y NR�4f f t STALL t r�4NSi r y ' SIZE y T p44TF�'QM�►i, I I LANDSCAPE �DrWAi< IS �' �lit[i�i i l��i� SIDEWALK ROADWAY 83 F OOR P N Proposed Sidewalk � I Cp ECT TO ST SEVEN 1 CRAN+WS+ER DINNER THEATER J \ ansa ro Naosrnc �• \ SfCOi gYFA Fr'" �� ►' �I vt I -, wt, I Existing Easement for Sanitary Sewer and Watermain at` r+" Denotes Proposed Easement Vacation Street Connection Prelim Plat n«ow row.ro. � ..eoiw..u� .eo�.m.. I m..oe. ano uemwv -------1---------- -------------L---------- -cC----'---_(�`�---w�-w-r-a-=-==` �\, I�I "'•'°.'; \\� '� M.`,';: °:,•• msµ,. �. \\sF• �. i BE— F �� 3. 4 � K __— ms• MYIWNMYNATOF •�•_ tlM1YWEM 111A11lIf KA1gN •mmuc. u..•�.�w. CHICAGO, m%LVq,---- pcloc RAILROAD TRACT 3: ADMINISTRATIVE LOT SPLIT �aM / b.0 n rTw wry afar, <M w.n. ua.su Wa.e .. 1329 T41et Street NE. Suite 100 FOR: KIMLEY-HORN �nII MStxlvnpv LOT SPLIT [eM rM.�i _ w M«a� v ma.u�new .n Manure en w�� u� AND ASSOCIATES INC. rear v:n� nm�..s [e n..r EXISTING LEGAL DESCRIPTION: 50178TH STREET WEST N oensreee NA51s. e'e-- CHANHASSEN TRANSIT STATION PROPOSED AREA TABLE: CHANHASSEN, MN 55317 FAX '.(612)4663383 Egan. Fl01C ENOMCk, Inc. PROPOSED LEGAL DESCRIPTION: a nts nc ,e, SOME IN MET mWWW.EFNSURVEr.COM w,e ew.a[w. na.o.,a.n. TRACTAt �aMnw n in w Mna Y ...x.i.. � � [ n aq� w niu nwivia w wwu �a [1e N mMNW ia.,eW. [m . W�nsa n nao u u u..n m. b Mna Y Min 1. nena Yn asq uu Mu. �epbex nun X M� Y iWrnn1Y'naviWUWn, esq w nau Min t, r. el Rn.aa^t•a any u • el..n rynu wuiwnbwi ..a Winn t,u u la pcloc RAILROAD NOTES n nn rnt wr. • a...e n w v.e �..M1.vew. aur ww - ull�n �ry s�WOu�uf i4[�.�4n. s iw u—ee ua i4 rse�W Wean A.� a an waM�ne1v�� n Puue u wiu.a nnw.a...�u� (Fee eW. arms., wnrTutsx n �w e CERTIFICATION: TRACT 3: �.•�+nwf �aM / b.0 n rTw wry afar, <M w.n. ua.su Wa.e .. 1329 T41et Street NE. Suite 100 ww nrn n �nII MStxlvnpv LOT SPLIT [eM rM.�i _ w M«a� v ma.u�new .n Manure en w�� u� rear v:n� nm�..s [e n..r ADMINISTRATIVE 50178TH STREET WEST N oensreee NA51s. e'e-- CHANHASSEN TRANSIT STATION PROPOSED AREA TABLE: CHANHASSEN, MN 55317 FAX '.(612)4663383 Egan. Fl01C ENOMCk, Inc. 0 20 40 60 a nts nc ,e, SOME IN MET mWWW.EFNSURVEr.COM w,e ew.a[w. na.o.,a.n. NOTES n nn rnt wr. • a...e n w v.e �..M1.vew. aur ww - ull�n �ry s�WOu�uf i4[�.�4n. s iw u—ee ua i4 rse�W Wean A.� a an waM�ne1v�� n Puue u wiu.a nnw.a...�u� (Fee eW. arms., wnrTutsx n �w e CERTIFICATION: �.•�+nwf Nea 1329 T41et Street NE. Suite 100 S�✓R�� aT �nII MStxlvnpv LOT SPLIT W.nn. u.nn w anc 2542ce�ev--——— —— 1329 T41et Street NE. Suite 100 y[ 9e.we ev. �nII MStxlvnpv LOT SPLIT KIMLEY-HORN nlooeoPolla, nlnnewto 55413 ADMINISTRATIVE 50178TH STREET WEST �� PHONE'. 16121 466-33 00 oensreee NA51s. e'e-- CHANHASSEN TRANSIT STATION AND ASSOCIATES INC, CHANHASSEN, MN 55317 FAX '.(612)4663383 Egan. Fl01C ENOMCk, Inc. wecel:o a. ms a nts nc ,e, mWWW.EFNSURVEr.COM w,e ew.a[w. na.o.,a.n. ON' -✓-i'-`_1------------ ^F•• __•'------------V-�------- WEST 78TH STREET xq Y Yme iNrT D+1DETtn#8, t um+.'uawzx + '� �\ !8s 4 •• 1° �,' —-....". .sm '€\ trr • 4__ ;�'.p�,.vrAh"L�A t: p ow ; wry. I • j�'°" �g sm...om...w w.«u..°.,. w, "..F`y THS \\\ \ :. e; ' '� LEGEND 4 LOT •., �aO •>, Y+•G�. 2.3" • �a LOT M y 1 1 h p d�T 1 wx;r _ \ I ♦ �. ' \ � .. 4 ,(/ it . .� ,}�� /��s" iWJI'I 9y 4 q r I _..." n .1 •. .. Lyre _ a . .... � .gyp--" . 9•� ". ".. � I 1 4 r _ PPOme FP0. i v OL 6 I I I r ISL wl '>r"" _ �. + IGAGO. MIIWPUKEE ST..,...--.✓ —1 r — _ rgaPoeeDAFlewrAeu: clTr DvmeD Aft. Derm.: � — gEv1910NS �SURWYFOR. VgOPERTV ADDRESS: PRELIMINARY PLAT OF w7 dM .., KIMLEY-HORN 01 78TH STREET WEST mo um,mumo „„° ••-^-- -- --- -- - CHANHASSEN TRANSIT STATION AND ASSOCIATES INC. cHANHAHANHASSEN,MN55EY) "•-D°1•'°"°' - [pm. FlNYBNWCk IM snw.w, s. Location Map (Subject Property Highlighted in Yellow) Chanhassen Transit Station Planning Case 2009-18 Date: October 21, 2009 To: Development Plan Referral Agencies From: Planning Department City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 Review Response Deadline: November 5, 2009 By: Sharmeen Al-Jaff, Senior Planner Subject: Request for Preliminary Plat and Site Plan Approval with variances for the construction of a parking ramp on property located south of West 78'" Street, west of Great Plains Boulevard, and north of the Twin Cities and Western Railroad — Chanhassen Transit Station. Applicants: Walker Parking Consultants, SouthWest Transit, and City of Chanhassen. Owners: Bloomberg Companies, Inc. and City of Chanhassen. Planning Case: 09-18 The above-described application for approval of a land development proposal was filed with the Chanhassen Planning Department on October 16, 2009. The 60 -day review period ends December 15, 2009. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on November 17, 2009 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than November 5, 2009. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official L Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest) 10. Electric Company (Xcel Energy) 11. Mediacom 12. CenterPoint Energy Minnegasco SCANNED L CHANHASSEN TRANSIT STATION '--- WEST 78TH $T. ---------- — PLAT BWNOAAI ,'�, ,• 'yam` COW 4 OT 2 2. , BLOAI m7TMS.• l , l \ —1 1 66a • OF CHANNASSEN � , A OUR01 A r�OOII`20E3E 00030AME Y , ,� •tern,'\ 106800 SO Fr '✓6,'•, �,',' , �, 's/f I, 3A \ iT `� SW NWEST TRANSIT PARKING RAMP - .... - • P \ * ; N T, J/J I'j 1 L�.T 1 6LOfjK I LOT I I ' 'J.2M FT (3) S "r� it rig ;tev. I Ill llilll_ C r,IN WTLOt p 052 ). LINE FP1lROA0 s•"�150.; 500 _ NOTE _ 1iHf AC 151➢p1 OR OT B IB �9NC3 50. ii. 5PLATON OU B IS CURB V 0 D BY M0 50. il. '-T}K ED i, L2. ME TACW61 APEDE'AAiOR LOT,PARTI u51SE ) SN 50. FT. PgtLIfA4 OF OL LOCK 2 IS REN 0.NE0 B lo/i,5 uPDATF u_fl Kimley-Horn m and Associates, Inc. Q S2 CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION SITEIMPROVEMENTS CITY PROJECT NO. Oa -11 PROPOSED PROPERTY OWNERSHIP PRELIMINARY PLAT OF CHANHASSEN TRANSIT STATION FOR: KIMLEY-HORN AND ASSOCIATES INC. NOTES: PROPOSED LEGAL DESCRIPTION: n x uu osne vvly a evw m �n• m,• [wna rn.rnnr an Ixw EASEMENT NOTE: r E-1% r'r'6 ^, r --- - .ei.w CERTIFICATION: _ nx pm �r4n araawwP vn pm+n er++s we•..r r a[xp+ rnir v w u �xiv'Ixiw [nlw 'uln ar,r,r w,•rio uwr x u+r+ +,o ue r, x trvp "^r mr an ar r sea O°LEGAL OESCRIrtIOM: x."rnx uvxr ra naf ry,"^.." r _ r"•m"mr'.:3:"w'n^'T •miw u,sLw r r ixi «en rrvv sn•. rn• w nem r n. r� uenln•+, n Mry�wivr �. e� �u w rr ",•"^ � �' r vn rn n w rn rr.,iririr+wnwr•�an^n r, r xrr � rw•+•�r'I'u "�°+°�"•� i.•�•ie '.5,:r �nrx—:�°�=,i�°..r�vn+rmrrT`n.na""ulr.'_r.e=.•r-r rrrr e. rx.n u+n. a.r+... ww inr r.vn irwr"�, �� xm+�i..vw rr^E�ryar r, •.w r•,nw ..nn nrnv Mlm r.nn..wr rw_rr ^ r-n+wrr w x Ywwelxrr,rw«m,- _rwr urwini r.,.in r•u vw•x r mr�i r�nf li n.r.wm.x.r..x rer �.rrw v+.n u�•w{wr nm urrr mi.wxrnrvrrrwar•w ,.,. ur.w,vurrrur e�ni rr+u ary »a.r +.r._ ..._ x.rr r ris.~v^}�r:w'.7•r :m">~,�rr,vrwmvxrrwnvm.+.� s....an. rx.�i YT.y •wivinrrrrw.w irr nv.mawwwarir rr%i�•x,nr wy.1 •%n w� i1 �,n � au r.r nr r w•rS.�i.0 rm-w. rx•r w m we r u r.r wn r ew, r iavr ws...ux•wr.,' •TM.•�mr i. r r vv a.+r rv.+rv. yr rnmviwrr � n vw x r rm,+w n w rn, a rwre��nr" •� r+nr xn e. un r i.•.rr�n. r•rwn,+^�`j� rt^1u�4` ^ rmx•'^^on�mn`nr.w r.�w an Mw wx..x"n'••n xw• s,w wxr, y.n...-ten~•+•« • �.•rinr rt w nn in w.a..nr yin n... rn r•r r n r.wri. w.•r wwn w s w •r, w um+� � r n w r•r ry w rn u• OWNERS: SURVEYOR'[ m Ys"inl[.nWS. -NAWO ENGINEER: nwwr —nx n• � .r ••qw �� .:�;.m.rw •�..+-,+w�.:�.°-rrw..rnrw•--irnva,mr.w_•nmmvawra,.r+r ra�.ar� n r ru weuxrrw.•w, n wn r w r rr ne��+nr�° � �n n• r r w. r..mnni� m.x v. ww rmr„w •r ur, �w vnry u r.x r r � �.�n�^ilnuw.�n_.wi r:" r !� u'iwu�`�••�r��:_` :2wi �n ^._r".�+n .ri.r+w•••w':•. R..rmr:.a� n..r++r,n-.7 :rrr•mini,r.,.rnr+nrr".�ri"•ri:-x.a.a,,.x�.��-'�'—xrvr._nmyr.w+•w w�1w%••w�.•r,. rwn`a. r.awry.ru•,�r.wrwv°mu�~^�n••y,rry�vrrril��uwrr w, n.. w�'��w r"�•n�7��in �rn•wam nM1 wn.w�i•�w•ww•rwe•n•rw••nriwru•nrm un �nw nn pmunn. r•+waw•nr. wm - warm~' wrr.m n.rw+wx•ur wn....rw r..r..,.. •x '^r�^,1a�=y, wr � or ri�i �•�wii r,•imv..rivmr u•r ..iwm un•rn+++n.nvv ��rr• a r ruri,7.,i.r, r rvn v w i..r •.nn+uwwwr�air r w,'+iraa.xirµ. L w.x ri �. a.nrivr w rw,r a ann,n r., • � x nW ai�vr Jnr wnwr�r n�r+•n wn.. •.inn ry nnn r•rr vm•vmurv��milr�.rrr.uwai•. rnru}wxw�r'•donx wn rxb r..rwrv�n,Yp ni Ww,+aw. mn .u��u�+riirnvwmn we r•..r. rvr as [xiv ............. ••...•-• •...•. •••-•-•••• •• •• - 1—S.— r m�iam " PRELIMINARY PLAT OF aI«° KIMLEY-MORN 50118TH STREET WEST CHANHASSEN TRANSIT STATION 314 TYInm e«•mxoxua °A- - nmW [ bI}I4Y1140 ^•--ixm.m AND ASSOCIATES INC. CHANHASSEN, MN 55311 EExR.nxuyw.w.m[. ""°" - mxm[.xsar„E.[an CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: AU2ust 23. 2004 RESOLUTION NO: 2004-60 MOTION BY: Peterson SECONDED BY: A votte Resolution Authorizing TIF Fund Transfers A. WHEREAS, the City Council of the City of Chanhassen, Minnesota, has determined that it is appropriate to transfer non -increment revenues originally transferred into the Downtown Tax Increment District using other city revenues back to general city use; and B. WHEREAS, these funds are needed to pay off the deficits created in several funds which were anticipated to be paid with excess increments from the Downtown TIF, which did not occur because of changes in property tax class rates; and C. WHEREAS, when the deficits are cured in funds 344, 468, and 347 they will have completed their usefulness; NOW, THEREFORE, BE IT RESOLVED by the City Council of Chanhassen, Minnesota, as follows: 1 Authorization: Findings. The City Council hereby authorizes the Finance Director to transfer the following balances as shown as of February 1,2004 and close any remaining assessments to Fund 300: Transfer from: 460 Downtown Tax Increment District 800 Historic Preservation Trust 800 Historic Preservation Trust 800 Historic Preservation Trust Transfer to: 800 Historic Preservation Trust 344 19960 GO Improvement Bonds 468 McGlynn TIF District 347 19980 Tax Increment Refunding Bonds Amount 2,213,264.00 4,358,946.29 1,136,877.78 1,515,647.35 Passed and adopted by the Chanhassen City Council this 23rd day of August, 2004. ATTEST NO ABSENT Ayotte Furlong Lundquist Peterson Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 21 of 23 12. The developer's engineer must work with the City's engineering consultant for the public street project to ensure that the City's storm sewer design will be able to accommodate the runoff from the parking ramp storm sewer. 13. A building permit is required for the proposed retaining wall. 14. It is the developer's responsibility to coordinate any small utility relocation with the appropriate utility company. 15. The utility plan must be changed to reflect the following: a. Show the directional flow arrows on existing and proposed utilities. b. Adjust the line work so that the proposed storm sewer can be seen on the plan. c. Show the connection to the existing storm sewer on the southwest corner of the construction limits. d. Include a note where the rain leaders connect to the existing storm sewer. 16. Full park fees shall be paid in lieu of parkland dedication and/or trail construction. The fees shall be collected for Lot 1 Block 1(1.45 acres) as a condition of approval for Chanhassen Transit Station. The park fees shall be collected in full at the rate in force upon final plat submission and approval. The current park and trail fee charge for commercial property is $12,500 per acre. 17. All plans must be revised to reflect a continuous sidewalk along the north edge of Market Street. 18. The plat must be revised to include a 20 foot wide drainage and utility easement centered over the existing watermain within proposed Lot 1, Block Z." C. "The Planning Commission recommends the City Council approve the site plan for the construction of the parking ramp and transit station for Planning Case 09-18 as shown in plans dated received October 16, 2009, subject to the following conditions: 1. The monument sign proposed on Lot 2, Block 1, shall not exceed 8 feet in height. 2. Only one logo shall be permitted along the east elevation. 3. A lighting plan that is in keeping with the approved standards shall be submitted to the City. 4. Approval of the Site Plan is contingent upon approval of the final plat and variance — Planning Case 2009-18. 5. Building Official Conditions: a. Elevator\office\lobby structure is required to have an automatic fire extinguishing system. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 22 of 23 b. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. Accessible routes must be provided to commercial buildings, parking facilities and public transportation stops. d. All parking areas, including parking structure, must be provided with accessible parking spaces. e. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss property line issues as well as plan review and permit procedures. 6. Inlet protection will be required on all conveyance systems — existing and proposed. 7. Concrete washout area needs to be shown on the plan set. 8. A note is to be added to sheet C-600 under the Dandy Bag detail to indicate that the bag must be cleaned out any time it reaches one-half the capacity. 9. The curb cut inlets to the rain garden should be made as wide as practicable. A minimum of eight feet is recommended to avoid concentrated flows and subsequent erosion. 10. The concrete spillway should be replaced with a vegetated swale. 11. All exposed soil areas must be stabilized within 7 days after the construction activity in that portion has temporarily or permanently ceased. 12. If any credits are to be applied to the SWMP fees, the drainage calculations should be revised to include the rain garden. 13. Total SWMP fees due at the time of final plat are $34,731.48. It is possible that a credit may apply for the rain garden feature. However, as the drainage calculations do not address what area is being treated in the rain garden, this credit cannot be calculated. 14. The plans shall show all existing utilities including but not limited to aboveground and underground electric lines and underground gas lines. Utility companies shall be contacted for locates. 15. Approval of the site plan is contingent upon approval of the vacation of the drainage and utility easement and abandonment of the existing utilities within the vacated area." ATTACHMENTS 1. Findings of Fact. 2. Application. 3. Reduced Copy of Plans dated "Received October 16, 2009". 4. Letter from Chip Hentges, Carver Soil & Water Conservation District, dated November 4, 2009. 5. Letter from CenterPoint Energy dated October 28, 2009. CHANHASSEN PLANNING COMMISSION REGULAR MEETING NOVEMBER 17, 2009 Chairwoman Larson called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Debbie Larson, Mark Undestad, Denny Laufenburger, Dan Keefe, Kevin Dillon, and Tom Doll MEMBERS ABSENT: Kathleen Thomas STAFF PRESENT: Kate Aanenson, Community Development Director; Sharmeen Al-Jaff, Senior Planner; and Alyson Fauske, Assistant City Engineer PUBLIC HEARING: CHANHASSEN STATION: REOUEST FOR PRELIMINARY PLAT AND SITE PLAN PLAINS BOULEVARD, AND NORTH OF THE TWIN CITIES AND WESTERN RAILROAD, CHANHASSEN TRANSIT STATION. APPLICANT: WALKER PARKING CONSULTANTS, SOUTHWEST TRANSIT, AND CITY OF CHANHASSEN. OWNERS: BLOOMBERG COMPANIES, INC. AND CITY OF CHANHASSEN, PLANNING CASE NO. 09-18. Sharmeen Al-Jaff presented the staff report on this item. Larson: Want to start Mark? Undestad: Yeah, just a couple little ones here. On the drive aisles, is it the drive aisle variance on the ramp itself or is it the road coming in from Market? A]-Jaff: It's on the actual ramp. Undestad: The ramp itself? Okay. And that's the existing conditions that they have in the Eden Prairie facility? Al-Jaff: Actually the Eden Prairie facility has narrower aisles than what we have here in Chanhassen. Than what's being proposed in Chanhassen. Undestad: And so the drive lane that will be connecting out to, out by the Dinner Theater, then that's, stays at our wider? Al-Jaff: Correct. Anything outside the ramp will maintain existing conditions. Undestad: Okay. That's all I got. {CANNED Chanhassen Planning Commission — November 17, 2009 Larson: Denny. Laufenburger: Sharmeen, the, let's see I just wanted to clarify a couple things. Is this, you mentioned the sidewalk will be added. Is the cost of sidewalk identified in this document because under City of Chanhassen responsibilities I don't see mention of a sidewalk. Al-Jaff: It is part of the street construction project. Laufenburger: Okay. Okay. Let's see. Just bear with me Madam Chair. Larson: Okay. Laufenburger: I was concerned about a restroom but there is a restroom in the facility as it's planned, is that correct? A]-Jaff: That's correct. Laufenburger: Is it like on the second floor or something do you know, because I notice there's two, it wasn't easy for me to determine the elevation on that. Anyway, as long as it's there I can walk up the steps to get to it if I need to. Are there any parking spaces in the present Chanhassen Dinner Theater parking that will need to be vacated as a result of the placement of the road? Do you know that? Al-Jaff: The placement of the road? No. Laufenburger: Okay. AI-Jaff: They will not. Laufenburger: Okay, so the ramp because it will be conveniently placed next to, and it will be covered, it certainly will be an attraction for those people who are coming to the Dinner Theater perhaps during inclement weather, is that correct? And they will have walking access then on the north side of the parking ramp to the Dinner Theater. Al-Jaff: That's correct. Laufenburger: Okay. On the Market, on the let's see. Will there be, will the tum around which is currently near Market Boulevard, will that be vacated as a result of the placement of this parking garage? You know what I mean by the tum around? It's on the south side. Yeah. Over here on the. Aanenson: You can use your arrow, mouse there. Laufenburger: Will just in the far, in the bottom left corner there you can see there's a tum around. a3NaAJe Chanhassen Planning Commission —November 17, 2009 Al -Jaffa Yes. Laufenburger: Will that? A] -Jaffa It's not proposed to be vacated, no. Laufenburger: Okay. But potentially isn't that where buses turn around right now? Is that used for. Larson: It was once. Laufenburger: It was at one time? A] -Jaffa Yes, it was once. Larson: Right. Laufenburger: But it's not currently being used? Al-Jaff: No. Laufenburger: Okay. But there are no plans to vacate that and turn that into an equivalent of an outlot or landscaping or anything like that? Al -Jaffa Not at this time, no. Laufenburger: Thank you. That was all my questions. Thank you Madam Chair. Larson: Okay, thank you Denny. Tom, have you got a question? Doll: I was wondering what does, how many stalls are lost if you make them 9 feet wide? Fauske: Staff went and estimated based on the striping plan that was submitted. We estimated 8 stalls per level which would be the equivalent of approximately 32 stalls. Doll: And in the future has there been any discussion of the railroad ever being used for mass transit or was there thought of that happening? Would there be interconnect? You know could this be used for. Aanenson: It could be. Doll: That in the future. Aanenson: It'd be that heavy rail type. Not the light rail in the future. Yes, it could be. Doll: And are considerations being made to utilize that? It didn't look like it in the plan. 3 Chanhassen Planning Commission — November 17, 2009 Aanenson: It could be modified but not with this plan. Doll: Okay. Are there any issues with snow removal in the front of the project? It looks like those lanes are fairly small. Aanenson: They've accommodated that on their site plan where the snow is actually being, probably being hauled off. The owner can talk to. Doll: No, I was just kind of, you had an island out in front here and that far south lane looks fairly small. There's no dimension or I didn't see any dimension or anything. Aanenson: It's off to the west of the building. The snow removal. And it could go off to the north also. Doll: I'm talking about clearing in the front of the south side of the building. Aanenson: Oh. I'll let the owner speak to that but I believe a lot of that's going to also have to be trucked. Doll: Okay. And you guys have looked at as a part of the engineering how the water, runoff is going to be going to the retention pond down by Cub. There's enough, that will work? Fauske: We believe it will Commissioner Doll. At this point there are some modifications that are required on the current drainage plan. We want to make sure that the drainage plan is adequately modeling what is coming onto the site as well as the runoff being generated from the site and that's critical because the storm sewer's connecting to a future city storm sewer that will be constructed with the public street segment there. Staff is confident that it will be, that we will be able to achieve our design standards because the impervious surface is not increasing significantly. It's a minor modification. We are in a business district. A high intensity, high impervious surface area of the city and the pond behind the Cub Foods where this site will drain to, it was dredged out and increased in capacity approximately 3 years ago I believe. Doll: No further questions. Larson: Dan. Keefe: Is the roadway and the access into the ramp, I mean is that part of this request or is it just the ramp itself? And the reason why I ask, you know, I don't know which way traffic's flowing you know for say buses. I mean are they coming in off Great Plains? Are they running two way? Aanenson: We can let Southwest Transit talk about the whole function of that. Keefe: Okay. That would be useful. And then you know as I look at you know the access into the ramp to the Dinner Theater, I mean you've got some concrete barriers in the parking lot Chanhassen Planning Commission — November 17, 2009 already and you know that you've got to work your way around to get over into the, I mean is that something that you know is part of the plan or you know to remove those? Aanenson: Yes. Larson: Where are you speaking of Dan? Keefe: Well if you look at, you know coming off Great Plains Boulevard and you go into the, you're trying to get into the ramp there to the Dinner, you know Dinner Theater end, you've got to go around these barriers, right? Or is there enough room inbetween there to make the tum inside those curb? Larson: Oh. I wonder if that will be modified? Keefe: Yeah. Yeah, as a part of the. M-1aff. I believe there will be enough separation. We're talking about this movement and then into. Keefe: Yeah. I mean if you have, you know you've got a Dinner Theater show, you know people showing up for a 7:00 show. You've got 30 cars stacking up. Fauske: There are no, at this point there are no modifications that are proposed within the existing parking lot there. Currently the vehicles are able to make that turning movement and there's quite a long driveway entrance into the parking ramp. We don't anticipate any issues entering or exiting the ramp. Keefe: So show time you know when there's, I don't know how many cars show up for a dinner theater. I mean is it 30? Is it 100? I mean, and we know it's going to work for this configuration? Fauske: I believe it will. Currently, to my knowledge, and certainly the applicant can talk a little bit more about this is, the surface lot, the existing surface lot outside the Dinner Theater is accommodating I'm assuming the majority of their customers and the parking ramp is another, another means for them to park, as Sharmeen mentioned, in case there's inclement weather. We don't anticipate. Keefe: So it's not really used as a primary? Aanenson: It's not, it's never intended to be the primary parking. No. Keefe: Okay. Alright. Are there any issues, you know it said there was a parking study done. Is there any, been any, you know is there any potential conflict between when people might use it for transit versus when they might use it for the Dinner Theater? I mean are they going to be operating at the same time? Are we going to end up with traffic issues? Anything mention of that in the parking? 5 Chanhassen Planning Commission — November 17, 2009 Aanenson: The Dinner Theater has enough parking on it's own. Even with it's ancillary uses that are with it so this does provide overflow but the prime, the Dinner Theater can stand on it's own with it's own parking requirements. And we believe they're offset in those peak hours and that would also include future development in that area. We do anticipate with the connectivity between Great Plains and Market Boulevard offers an opportunity for more development in the area and then we'd look at that to each project kind of, what those, the shared parking which you've done with other projects in the area. Where do you walk from the parking garage to the Dinner Theater? Where is the access? I mean is there a. Aanenson: You could go up the elevator and get on at grade. Keefe: And so is that over way on the east side there? I'm trying to get a sense. I mean how you would get to the Dinner Theater from the parking ramp if you were walking_ Not driving into it but is there a walkway? Aanenson: Yeah, the internal stairwell. Larson: Until you get to the outside and then you're walking on the parking lot? Al -Jaffa You will basically have to walk along. Keefe: So you're going to cut across in front of the entranceway into the ramp? Al -Jaffa Correct, which is no different than what you have happening today. So it's the exact same pedestrian movement. If you parked anywhere within this area you would have to walk to the main entrance into the Dinner Theater. Keefe: Yeah and I'm concerned that you know if we've got a lot of cars using it on a particular show you're going to have to you know, cars are going to be going in and out of the ramp potentially and then you've got people walking through there. I mean is there a way to sort of accommodate you know from the safety perspective people, and/or is there potential to put an entrance on the very northeastern corner of the ramp? Pedestrian access to the ramp on the very northeastern comer of the ramp. To the Dinner Theater. Aanenson: We can look at that but that parcel's not part of this plat so at this point we can offer that as a suggestion to the property owner. Keefe: You know on the landscaping it looks like most the landscaping's on the south side of the ramp. Aanenson: Correct. Keefe: It looks like. You know it looks like that will be good for people who are either walking along there and/or you know in their cars. Is there a, isn't there a berm? What is to the south of 2 Chanhassen Planning Commission —November 17, 2009 this right now of the ramp? It's the railroad track but then what is, it's industrial isn't it? The back of like Auto, isn't there an auto, or Riley Auto or? Aanenson: Well there's the pet store, or the animal clinic. Keefe: Right, Aanenson: The auto place, correct. Keefe: You know the one thing that just kind of struck me when I was looking at the landscaping plan is, it's like when I look at this ramp I come in from either the west or I come in from the east and you don't see a lot of the south side of this. Say you're going you know landscaping is a, the better use might be on either end to the extent that it can be added. You know for screening purposes to enhance the look. I know there was some there but I was kind of saying well you know, I think over the one on 312, you know when you go out. Yeah, I mean it's nice ... kind of see that. I'm not sure you can see this as much. Just a. Al -Jaffa One of the things that was, well maybe I should. So most of the landscaping is along the south portion of the site. Keefe: Yeah. AI -Jaffa As you are driving by that will be the main elevation that you will be viewing. One of the things that we attempted to do was to enhance the architectural elevations of basically all, any elevation that can be viewed by the public has been enhanced. Landscaping can only be accommodated in this location. Aanenson: If I may add to that. Keefe: You can't on the northwestern? Aanenson: Well we've got areas where we're unloading snow. Keefe: Right. Aanenson: And then we looked at the visibility of that. We're probably going to have another building on that side that will butt up, or somewhere close to that. There's a potential that that could redevelop so the most visible part driving along that road, which we anticipate will you know more people that don't want to take that left at Market may want to come up this way to take that left. Opening that up so this, and that's also the pleasant experience for those people that are being dropped and if are waiting, also have that pleasant or that landscaping and the amenities on that side. Some of the thought that went into that. Keefe: Just jumping back to traffic then. My last point, you know and I think of a bus going through here. Are they going to be routing them to Great Plains and then cutting across there to Market? Chanhassen Planning Commission — November 17, 2009 Aanenson: We'll let Southwest go through that. Their routing system. Keefe: Alright. Alright, that's it. Larson: Kevin. Dillon: I don't have any questions at this time. Larson: Okay. I think I'll save mine for the applicant so, have we got an applicant? Len Simich: We do. Larson: Okay. Len Simich: Good evening. I'm Len Simich. I'm CEO of Southwest Transit. It's my pleasure to be here this evening with members of our team. Scott Froemming from Walker Parking. Gary Hay from Hay Dobbs, the architect and engineers on this project. We're excited about this. This is something that's been in the works for quite a long time. It was brought to my attention this afternoon, it was actually 2004 when we started this and we've, probably the biggest hurdle was getting our agreements with the current property owner and that happened as of today so things are moving along. We're quite a ways through the preliminary planning and design of this facility. We've had a number of hurdles to get through along the way besides negotiating with the current property owner. We've had some issues where we had to address from the Historical Society, Met Council, the Transportation Advisory Board. You name it, everybody's been involved with this project to date. It's been a complicated but I think at the end it will be a very worthwhile project. I think Sharmeen did a good job of covering basically what we're trying to do here, or what we'd like to do here. The 420 stalls is what we're required to deliver. This is being funded 80% through the federal government. 20% through the state in a match that we're receiving through the Metropolitan Council. The stipulation is we have to deliver 420 on the site so that's why the variance was requested. We're kind of in a tight box_ We've done some property exchanges with the current owner. We have roughly an acre for the facility and then we have some additional property for the bus turn around and some of the access points that we were able to negotiate in terms of a swap so that's kind of where we're at and why we needed to go forward with the variance. I did hear some questions about how will the buses access. Yes, Great Plains is where we plan to do both our access and our exiting. Currently we're using Market Boulevard and that's somewhat problematic getting out of there at certain times of the day. With the railroad tracks, where they're located. Putting a signal at that location would be also very problematic so Great Plains is a welcomed relief for us and we'll be actually coming in and that's why the tum around was built in that location. I talked briefly about some of the negotiations we did with the current property owner. The entrance, the bus loading as well as the elevator and the access point, so the Dinner Theater can utilize this facility in our off hours was all part of that overall negotiation in terms of that, the additional land that we needed for the site. I can't remember all the questions that I heard but I'd be happy to answer those that you may have. E3 Chanhassen Planning Commission — November 17, 2009 Keefe: Yeah in terms of getting access to you know pedestrian access to the parking garage from the Dinner Theater, is there any possibility to get something you know? Len Simich: Can you get that one slide that shows the. Keefe: Because you can drive a car in on kind of the northeast end. It'd be kind of nice if you can walk in so you don't have to cut across. Len Simich: Well the major access point, again that was one of those negotiated pieces. Outside of our property we really cannot do anything in terms of constructing anything again with the stipulations and the funding. The way they are. We cannot go and do something from a private perspective. In a shared area, that's why we were able to add that extra access point. We were able to move the elevator and so forth, that we can both utilize. Putting in walkways and connectivity for the Dinner Theater really will be the responsibility of that owner and they're looking at you know future development in that area and I think a lot of those type of things will be taken into consideration at that time. Keefe: Okay. Larson: Anybody else? Jump right in. Laufenburger: Just, is it Len, is that correct? Len Simich: Yes. Laufenburger: So this picture that we're looking at here, and I draw your attention to the arrow which comes off of the language there. Len Simich: Yeah. Laufenburger: If somebody is parking in the ramp and they have desire to go to the Dinner Theater, they will exit the ramp through the beige portion which juts out to the right or to the east and that's called, that's the lobby entrance. They would then exit the door and then cross across the arrow towards the Dinner Theater entrance, is that correct? Len Simich: That is correct. That is correct. The doors and the walkway will be on that side of the facility. That is where the elevators and the stairwell and everything comes out. Laufenburger: Okay. Larson: Anyone else? I've got one. And maybe you don't know the answer. This might be more for Kate but if there were potential future development, you know are we talking possibly to the north end of this or, I'm trying to figure out where... Aanenson: If you can... Chanhassen Planning Commission — November 17, 2009 Larson: Is that why this was done the direction it's facing? Aanenson: No. I think it really was to make it work on the site and looking at the vertical and building into the hill there's a steep slope coming down so I mean we went through numerous iterations to try to get to what worked the best. Making sure we had the correct grading for the street coming down. It's a pretty severe street grading covering the hill, but you can look at the overall site plan. Now we're between Market and Great Plains and then we have West 78's on the north, so within that area we've got the hotel that just refurbished and then we've got the Market Street Station project. The newer project so there's the potential for some of those other buildings to kind of refresh if they want to. The movie theater's a newer building down there but there's some potential for redevelopment of some of those other buildings that are there. Or within the, if you go back to the McComb's study, potentially some other maybe office even in that area too so by having this product. Right now the park and ride is surface parking so now going more vertical provides an opportunity for more space and also opens up the back and that's been kind of an impediment to development in this area. While there is that potential the access and the visibility, anybody that wants to, would want to develop down there wants that visibility so people can see where you are. Find your address. Instead of driving on West 78s' and trying to figure out how to get there so there is that potential so really the siting of the park and ride really was working with the landform there. Making the grades work and trying to minimize that footprint and make it all work. Larson: Okay. So I guess kind of on the lines of what Dan was asking, I mean it's a beautiful building. It's really well done but it seems like there's an awful lot of pretty stuff being put on this, on an area that, I mean the road that goes past there, are people typically going to be driving that or is that mostly for the buses? Len Simich: No, that will be a main roadway into the site, which doesn't exist today so. Larson: Yeah, I know that. Len Simich: That's going to provide a lot of access to the city. That's part of the goals of this overall project so I think you will see much more traffic there. The other thing I think that comes in, we will have some landscaping and I'm assuming we're going to even have some more landscaping on that east side because that's one of the stipulations we're hearing back from the DOT and the Historical Society people in terms of some buffering. So you'll probably see some additional landscaping there. The rest of it again we've pretty much taken up our boundaries on the site with the facility. The snow, there was a question. We will be dumping the snow in that northwest corner and then that will be hauled off site. We have an agreement in place with the current property owner, which we have in place today so that will just continue. Larson: Okay. Alright. Keefe: I've got another question. I think you had mentioned that buses are going to come off Great Plains. Are they going to come in and then do the tum around there as we see it and then go back out to Great Plains or do they continue off and go? 10 Chanhassen Planning Commission — November 17, 2009 Len Simich: No. They'll have the ability. We're designing it if in fact there's something that we can't get back out to Great Plains or whatever the case may be, it gives us another option. However we will have it scheduled where in the morning our buses will be coming in, coming down Great Plains. Taking a right in. Doing their pick up and then taking a right out going back to 5. So it's trying to stay with more right's and stay away from that left hand tum. Larson: Okay. Say that again. Up Market Boulevard to West 786' down Great Plains. Len Simich: They'll be coming down, yes. Coming down Great Plains. Taking aright into the site. Larson: I was going to say because it's a really awkward left turn if you're coming just right over the tracks there. Len Simich: Yeah. And then we'll just be coming back out and then taking a right going back to 5. Larson: One more question. You're talking about doing the snow dump on the northwest comer. To me that makes it appear like that's the back side of the building. Len Simich: In the northwest. It is. Larson: So, but there's businesses just adjacent to that direction. Had any thought been given to the fact that there are storm fronts on that side? Len Simich: Actually the store fronts are down further. That's really kind of behind the Dinner Theater, and when I say snow dumps, it's not a snow pile. It literally is, as we plow off the top level and then it's moved. Larson: Okay. Len Simich: So it's not piled in that location but that is the dump. That's where we're going to. Larson: I just didn't want to you know as I say I'm sure there's going to be people coming in and out of those businesses on you know, whether it's, I don't know whatever is all over there. I just don't want it to look like another back side of the building I suppose. Len Simich: Right. No, and I don't believe it will be. When you look at the architectural. Larson: Okay. Len Simich: But again that area there that we're talking about where the snow will dump is literally right behind the Dinner Theater. Larson: Okay. 11 Chanhassen Planning Commission — November 17, 2009 Laufenburger: I've got another question. When you said that you are obligated to put in 420 stalls, is that part of the funding from the federal government and the state? Len Simich: That is correct. In fact we were actually 100 short. 520 but we are able to work with the city and we have an overflow situation down at Lake Ann should we ever need it. We also own some property adjacent to that Lake Ann Park so down the road if there was ever a need, we don't believe so. Our projections kind of show that maxing out here at around 400 stalls that we would need at any one time. At least foreseeable future. Laufenburger: Do your current occupancy rate of the parking stalls right now, what's the max number of cars that you're servicing with the existing situation, without this parking ramp? Len Simich: At this location 120. Laufenburger: So, okay. And how does that compare to, what do you call 101 and 212? Is that Southwest. Len Simich: That's the Village. Southwest Village. Laufenburger: Village. Len Simich: There we're just under 600 at that location. 1,000 in Eden Prairie. Laufenburger: Stalls. Len Simich: Stalls. Laufenburger: How many cars are currently there? Len Simich: Oh currently in that location? I would say on an average about 250-260 a day. Larson: Really? So they're expecting more. Laufenburger: Alright. So are your projections that these 420 stalls will serve you how long into the future? Len Simich: Boy, if you'd asked me that question a year ago I would have said it's not going to last us long but our business like everybody's business has really, really slowed up. We, just to give you a little history. We are, were up until this year the fastest growing transit system in the whole state. If you look at state projections and state ridership. Not projections but actual ridership you know we're off the charts. We have been hit like everybody. This is the first year we will not have double digit increases in my tenure, and I've been here since 1997. This year, if things stay as is, we'll actually have a small decrease so you know we're hoping that as things start picking up, the growth comes back. People start going back to work. Again that's what we haul are people going to and from work for the most part and students. Then we'll start seeing those increases again, but our projections really between this one and we also have another one 12 Chanhassen Planning Commission — November 17, 2009 that's on the books for 2012 in Chaska and then we're also having one beyond that in the city of Carver so you know we have to kind of go back and re -look at all of our growth projections but I would say right now we're probably going to be off 3 to 4 years in terms of when we anticipate this site filling so you're probably looking at somewhere around 2015 before we get to that situation. Laufenburger: Okay. Thank you. Larson: Okay. Thank you very much. Len Simich: Thank you. Larson: Now I'll open up the public hearing. Anybody would like to come up and make a comment, do so at this time. Fred Reese: My name is Fred Reese. I'm the owner of Lot 1, Block 1, Old Village Hall and, the location where the Goddard School is located. In retrospect I am all in favor of this development. I do have some minor concerns. One being with the bus traffic off of Great Plains. Especially early in the morning and late in the afternoon. Between Chapel Hill, the Goddard School and your normal commuter traffic and then we're going to be adding bus traffic coming in off of Great Plains, what is going to be done to the road to compensate for that amount of traffic? I mean we're talking about buses now that are going to be at a mix and I can see a major traffic problem emerging from this. Also, we're projecting based upon the building of this site that we will actually see probably more customer interest in actually the Goddard School, Okay. And what is being planned for people to safely cross Great Plains Boulevard to the Goddard School to bring their children to the school, and possibly Chapel Hill? Because it's all connected by sidewalks. So I mean this facility definitely has a lot of great potential for growth but those questions need to be looked at. And also the utilities that are going to supply this particular development, I don't know exactly where they're running from. Electrical, water, gas, so on and so forth, but there's a tremendous amount of utilities that run under Lot 1, Block 1, Old Village Hall. Okay? It's basically quite a bit of easement utility type usage underneath the ground. So is the utilities, where are they going to be fed from? Are they going to be fed from, underneath Lot 1, Block i to supply power, electric, gas to this facility, and what is that going to, how's that going to affect the Goddard School and it's operation? And then my next question would be, when these new roads are being built between Market and Great Plains Boulevard, is there going to be any type of road closure on Great Plains Boulevard during the construction? I guess that's almost an immediate question that maybe can be answered. Aanenson: We can probably answer all of those. Larson: I was going to say who wants to jump in and answer this one? Aanenson: I'll just, I'll let Alyson answer most of them but right now the, all that traffic's coming in off of Market Boulevard for the people that are using the park and ride so we anticipate, because that's where most of the ridership is coming, that they will continue. The riders. Not the buses. The riders, a majority of them would still come in off of Market instead of 13 Chanhassen Planning Commission — November 17, 2009 coming around so we continue, and then if you look at where the entrance is to the park and ride for the customer, not the buses, that's where they would come in on that side so we still think there's a percentage of traffic that will still go that way so that's not going to all be on Great Plains. Fred Reese: So alright, so coming in from Market and then exiting onto Great Plains and then out to Highway 5 basically? Aanenson: Potentially, yeah. Fred Reese: Potentially. Aanenson: And that's probably the majority. Fred Reese: Making a right or making a. Aanenson: If you're going to take a right, which a lot of people do. If you want to take the left, that's a trickier move but some of those people taking a left are actually moved down to the southern, depending on the direction of where that natural break is for, when you're going to the Southwest Village station. Fred Reese: Yeah, because I heard him talking about you know right in and right out, out of Great Plains. Aanenson: That's for the buses. Fred Reese: That's for the buses, right. Aanenson: Right, I'm talking about the trips that would be for the people parking. Fred Reese: And right, and that's, and that's where my main concern is with the buses_ Because we're not, you know we're adding more traffic with this road going into Great Plains, plus we have the buses now that are going to be going into Great Plains. I haven't heard any talk about the road being widened to handle this additional traffic or anything about traffic signals or anything like that. And I'm sort of like, and also the median between, on Great Plains Boulevard which allows access both from the north and from the south. Or actually from the north into Lot 1, Block 1, the Goddard School. Remax and so on and so forth. Is that median going to be widened a little bit to allow for buses that access from the west, on Great Plains into the parking garage or exit to the left onto Great Plains Boulevard going north? Aanenson: Madam Chair maybe if we may, and then I'll need to let Alyson go through kind of those questions. Larson: Yes, please 14 Chanhassen Planning Commission — November 17, 2009 Fauske: Certainly. I think Mr. Reese brings up a lot of good points. A lot of good questions. There are no proposed improvements to Great Plains Boulevard either by medians, adding lanes. It's an existing collector road. There's certainly a lot of background with the existing 120 stalls at the, that the park and ride has so there is some additional traffic that would result from this proposal. A traffic study was done back in, early this year. Spring of this year to look at the impacts to both Market Boulevard and Great Plains. At this time, as Mr. Simich had alluded to, a signal on Market Boulevard just wasn't warranted looking at the spacing from the railroad. But the recommendation from the traffic study stated that based on their projections a signal was not warranted on Great Plains Boulevard but they advised city staff to keep monitoring that intersection to see if in the future the traffic volumes got high enough to warrant a signal at Great Plains Boulevard and the new public street connection. As far as pedestrian access to Goddard and Great Plains, that's a very good point and that's something that staff should look into. Based on the aerial I don't see any crosswalks at those locations but they are signalized. There is one, it looks like one connection to the north across West 78th Street that they would be able to access to get to the, to Great Plains. The Christian Academy up there but we can certainly take a look at any kind of pedestrian striping to the Goddard School. Fred Reese: Right, because there is one crosswalk down to the south. Just to the north of the railroad tracks actually. That crosses over right now and is just to the north of Riley Automotive Center. There is pedestrian crossing right there. That connects those sidewalks. You know I think it would be prudent to possibly maybe bring something into effect there that would allow for a little bit more of a safe crossing for possible increased pedestrian crossing on that street. Because I can definitely see an increase in our business from this project. Without a doubt so, and you know I think we need to keep that into consideration that there'll be families crossing that street and coming to the Goddard School, as well as the other facilities that are within Lot 1, Block 1 and also the Christian Academy so, because it's all interconnected there. Fauske: That's a very good point and I think staff, as staff will go back and take a look at it and particularly at the intersection where we do have a signalized intersection to the north of the proposed site, to look at striping for a pedestrian crosswalk. Fred Reese: And then just back to the utilities. Where are they going to be basically fed from? I know that the utilities were somewhat under estimated when even the Goddard School was built and additional power was brought in later on to compensate so, where, you know and with all the utilities running underneath that, under basically the parking lot of where the Goddard School currently stands, where, you know where, I'm real interested where the utilities are going to come from and how is that parking lot going to be affected? Because the utilities are coming from that direction, it could mean a substantial impact on that parking lot. Fauske: There are, I apologize I don't have a slide show of any existing small utilities. There are some existing utilities. There's existing gas, electric that actually currently go through the site and they are proposing to relocate it working with the small utility companies according to the parking structure that's proposed. Fred Reese: Okay, so there's utilities actually that are going to be utilized that are within the actual construction of the parking facility. 15 Chanhassen Planning Commission — November 17, 2009 Fauske: Correct. Underneath the current, the proposed footprint of the park and ride there are some existing small utilities so the applicant has been working with the small utility company to come up with an alternative alignment for those utilities. Fred Reese: Okay, so the parking lot at Lot 1, Block 1 probably would not be affected? Fauske: No. Not after they're relocated. Fred Reese: Oh, okay. Aanenson: Are you talking about, will your lot be impacted? Fred Reese: Right, that's what I'm talking about. Aanenson: No. What Alyson just said is there's utilities on the site. Unfortunately right now they're in the wrong location. They'd be underneath the ramp so they have to be relocated. Fred Reese: Right and then, and I understand that. I'm talking about my lot. Aanenson: It shouldn't affect you at all. Fred Reese: Okay. Aanenson: The relocation would occur on this property. Fred Reese: Because there has been a lot of relocation of utilities underneath my lot over the last 4 years so. Aanenson: There has been in this area too as we redevelop but everything should occur on site at this location. Fred Reese: Okay. I'm just interested to find out how much of that would be going on. I think that answers all my questions. So, and I'd be interested to find out later on you know, if Sharmeen or you can touch base with me on the crosswalk, that would be much appreciated. Fauske: Certainly. Fred Reese: Okay, thank you all. Laufenburger: I have a question for Mr. Reese if I may. Is that okay Madam Chair? Larson: Certainly. 1G: Chanhassen Planning Commission —November 17, 2009 Laufenburger: Sharmeen can you put up the aerial which shows the Goddard School and that property? There. Thank you. Now Sharmeen can you just point out Mr. Reese's Lot 1, Block 1. Okay. So you talked about the potential of more business for yourself Mr. Reese. Fred Reese: Yes. Laufenburger: What, can you talk a little bit about what would that increase mean? Would that mean more traffic in the morning and then at noon and afternoon? Would it mean you would need more parking stalls? Do you see people doing all day parking in the ramp and then walking to your school? Can you just talk a little bit about how you see increased business for you and how that might affect you? Fred Reese: Well that's what I'm sort of looking at. I'm looking at it as if you know folks that are going to use the Southwest Metro Transit, they will park in the parking ramp. Drop their child off and then go park in the Southwest Metro parking ramp. They would do either one. We've had people that have actually attended the Goddard School at the current Southwest Metro. Laufenburger: Park and ride. Fred Reese: That have actually been dropped off there and walked to the Goddard School and picked up their children. Okay. Laufenburger: Oh. So they're walking across that. Fred Reese: Right. Behind the Chanhassen Dinner Theater. I mean we've had customers that have done that. Laufenburger: And so do they cross Great Plains then at that pedestrian walk which is very close to the letter D in boulevard? Is that where they cross? Fred Reese: Yes. Yes. Laufenburger: Okay. Fred Reese: And that's where they cross, and then they come over to the school and get their children and then go home from there. But so yeah we are anticipating that the school you know will probably benefit from this parking garage you know with commuters. Laufenburger: Visibility. Fred Reese: And the visibility, absolutely. And you know just want to make sure that you know there is a safe crossing there for them, and then for other pedestrians and because it's definitely going to be more pedestrian crossing of that road. There's been a huge increase just of pedestrians using those sidewalks just since the Goddard School's been built so it's something I can see on the increase. 17 Chanhassen Planning Commission —November 17, 2009 Laufenburger: I don't know what time of day this picture was taken but let me ask this question about the parking lot that you have available to you at the Goddard School. Do you find that, do you have adequate parking for people that are, that come in and are there all day long? Either your staff, your teachers, that sort of thing. Fred Reese: Yes we do. Laufenburger: You have adequate parking? Fred Reese: Yes, we do. Yeah. And we have currently 38 stalls and the stalls we have are more than what, you know they're what we need. Laufenburger: And they're also shared by the other business owners in that area. Fred Reese: Well Remax has their own lot. Laufenburger: Okay. Fred Reese: And the Christian Academy of course has their own lot. We share it with Seattle Suttons and also... and that's all scoped out within the easement agreement that we have you know with those entities. Laufenburger: Okay. Fred Reese: But the, I guess my concern, and you asked me this question before and I didn't answer it directly and I will now. The greatest amount of traffic from the Goddard School as well as from the Christian Academy basically is in the morning hours. I mean you can literally between basically 6:30 and 9:00 a.m., and then also in the afternoon basically between 3:30 and 6:00 p.m. So those two time zones, without a doubt, you see a huge amount of traffic between the two schools. With parents coming to pick up their children so I don't know if the traffic study that was done actually, and actually I've talked to the gentleman that was doing the traffic study when he was there and I told him that these are the two times that you should come to count the amount of cars that are actually coming and going. I don't know whether he did that or not but there is quite a few cars between the Goddard School. At that hour also Remax is experiencing a lot of their agents that are coming back from you know a day out you know working. So Remax is you know probably at a heighten level in the morning as well as the late afternoon. And then of course you have the Christian Academy and the traffic that's you know associated with that school so, but on any given day I can definitely see you know Goddard School and, between Goddard School, Remax, Seattle Sutton and the St. Hubert's Church, there's probably, entering and exiting probably anywhere between 200 to 300 vehicles a day. Laufenburger: Okay. Thank you. Fred Reese: You are very welcome. 18 Chanhassen Planning Commission — November 17, 2009 Larson: That was answered? Okay. Is there anybody else that would like to come up and speak? No? Okay seeing that nobody else, I'll close the public hearing and Kevin, what do you think? Dillon: You know I think it will be a good addition to the community. It looks like a well conceived plan. I mean it seems like the traffic patterns have been analyzed and studied pretty well. A couple of the concerns that were raised, it sounds like they're going to get worked on so I'm in favor of the proposal as it's laid out to us. Larson: Okay. Dan? Keefe: I'm excited about it. I think it's going to be a great addition as well. I would like to see some work done on potentially the landscaping. Access for pedestrian potentially on that northeast comer. You know I'm sure we can make buses go in and out properly up Great Plains Boulevard and other than that I'm excited about it. Larson: Okay. How about you Tom? Doll: Looks like a good project and I guess I would have liked to have heard from someone from the theater just to make sure that they're all happy with it and you know they weren't incurring a lot of cost but no one was here so assuming. Aanenson: There is a lot of side agreements. Memorandums of Understanding that will be executed at the City Council so they are a part of that agreements but it's really not the jurisdiction of the Planning Commission but all those agreements are in place and they've been working very closely with them. Larson: Denny? Laufenburger: I forgot to ask one question of staff. May I do so? Larson: Certainly. Laufenburger: Is it the City Council that approves the vacating of the easement? Is that correct? Okay. So you make that a condition? Alright, fine. I have no questions. I also think that the, just congratulate the staff on doing a very comprehensive and thorough job of thinking of all of the things that were necessary and I'm too in favor of it. Larson: How about you Mark? Undestad: I like it too. Larson: I do too. In fact I think it's probably going to be the prettiest park and ride I've ever seen. Of course Chanhassen doesn't do anything less right. Okay. Well, if nobody else has any comments or questions I think I'll entertain a motion. 19 Chanhassen Planning Commission — November 17, 2009 Undestad: I'll make a motion. The Planning Commission recommends the City Council approve Variance Request 09-18 to allow parking spaces that are 8 1/2 feet wide and drive aisles that are 24 1/2 feet wide as shown in plans dated received October 16, 2009 and including the attached Findings of Fact and Recommendation with the following conditions 1. Should we do three all at once? AI-Jaff: Please. Undestad: Alright. The Planning Commission recommends the City Council approve the preliminary plat for Chanhassen Transit Station, Planning Case 09-18 as shown in plans dated received October 16, 2009, subject to conditions 1 through 17 and would like to add condition 18 as written by staff. And C. The Planning Commission recommends the City Council approve the site plan for the construction of the parking ramp and transit station for Planning Case 09-18 as shown in plans dated received October 16, 2009, subject to conditions 1 through 14 and I'd like to add condition 15 as written by staff. Larson: Okay. Have I got a second on that? Laufenburger: Second. Undestad moved, Laufenburger seconded that the Planning Commission recommends the City Council approve variance request #09-18 to allow parking spaces that are 81/2 feet wide and drive aisles that are 241/2 feet wide, as shown in plans dated received October 16, 2009, and including the attached Findings of Fact and Recommendation with the following condition: 1. Approval of the variance application is contingent upon approval of the final plat and site plan permit — Planning Case 2009-18." All voted in favor and the motion carried unanimously with a vote of 6 to 0. Undestad moved, Laufenburger seconded that the Planning Commission recommends the City Council approve the preliminary plat for Chanhassen Transit Station —Planning Case 09-18 as shown in plans dated received October 16, 2009, subject to the following conditions: 1. Outlot B shall be conveyed to the City. 2. The preliminary plat must be revised to include the City's standard drainage and utility easements. 3. Existing public and private utilities must be encompassed by a ten -foot wide drainage and utility easement centered over the utility. 4. The main drive aisle dimensions to the parking ramp shown on Sheet C200 must be clarified. tcl Chanhassen Planning Commission — November 17, 2009 5. The parking ramp and surface parking area shall be privately owned and maintained. 6. The sidewalks within Outlot B shall be maintained by SouthWest Transit. 7. The grading plan is incomplete. It must show the existing two -foot contours on the north and west side of the proposed construction limits. The proposed contours must tie in to the existing contours. 8. The proposed concrete spillway that would convey runoff from the western 25 to 50 feet of the parking lot on Lot 1, Block 1 must be eliminated from the design as it would direct runoff across a sidewalk. 9. The hydrology calculations must be revised to include the drainage area to the north, particularly the flared end section that discharges approximately 55 feet north of CB B. 10. The developer's engineer and the City's engineering consultant must coordinate their respective designs to ensure that the rate and volume control requirements are met. 11. Hydraulic calculations must be submitted with the final plat submittals. 12. The developer's engineer must work with the City's engineering consultant for the public street project to ensure that the City's storm sewer design will be able to accommodate the runoff from the parking ramp storm sewer. 13. A building permit is required for the proposed retaining wall. 14. It is the developer's responsibility to coordinate any small utility relocation with the appropriate utility company. 15. The utility plan must be changed to reflect the following: a. Show the directional flow arrows on existing and proposed utilities. b. Adjust the line work so that the proposed storm sewer can be seen on the plan. c. Show the connection to the existing storm sewer on the southwest comer of the construction limits. d. Include a note where the rain leaders connect to the existing storm sewer. 16. Full park fees shall be paid in lieu of parkland dedication and/or trail construction. The fees shall be collected for Lot 1 Block 1 (1.45 acres) as a condition of approval for Chanhassen Transit Station. The park fees shall be collected in full at the rate in force upon final plat submission and approval. The current park and trail fee charge for commercial property is $12,500 per acre. 17. All plans must be revised to reflect a continuous sidewalk along the north edge of Market Street. 21 Chanhassen Planning Commission — November 17, 2009 18. The plat must be revised to include a 20 foot wide drainage and utility easement centered over the existing watermain within proposed Lot 1, Block 2." All voted in favor and the motion carried unanimously with a vote of 6 to 0. Undestad moved, Laufenburger seconded that the Planning Commission recommends the City Council approve the site plan for the construction of the parking ramp and transit station for Planning Case 09-18 as shown in plans dated received October 16, 2009, subject to the following conditions: 1. The monument sign proposed on Lot 2, Block 1, shall not exceed 8 feet in height. 2. Only one logo shall be permitted along the east elevation. 3. A lighting plan that is in keeping with the approved standards shall be submitted to the City. 4. Approval of the Site Plan is contingent upon approval of the final plat and variance— Planning Case 2009-18. 5. Building Official Conditions: a. Elevator\office\lobby structure is required to have an automatic fire extinguishing system. b. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. Accessible routes must be provided to commercial buildings, parking facilities and public transportation stops. d. All parking areas, including parking structure, must be provided with accessible parking spaces. e. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss property line issues as well as plan review and permit procedures. 6. Inlet protection will be required on all conveyance systems — existing and proposed. 7. Concrete washout area needs to be shown on the plan set. 8. A note is to be added to sheet C-600 under the Dandy Bag detail to indicate that the bag must be cleaned out any time it reaches one-half the capacity. 9. The curb cut inlets to the rain garden should be made as wide as practicable. A minimum of eight feet is recommended to avoid concentrated flows and subsequent erosion. 10. The concrete spillway should be replaced with a vegetated swale. 11. All exposed soil areas must be stabilized within 7 days after the construction activity in that portion has temporarily or permanently ceased. 22 Chanhassen Planning Commission — November 17, 2009 12. If any credits are to be applied to the SWMP fees, the drainage calculations should be revised to include the rain garden. 13. Total SWNIP fees due at the time of final plat are $34,731.48. It is possible that a credit may apply for the rain garden feature. However, as the drainage calculations do not address what area is being treated in the rain garden, this credit cannot be calculated. 14. The plans shall show all existing utilities including but not limited to aboveground and underground electric lines and underground gas lines. Utility companies shall be contacted for locates. 15. Approval of the site plan is contingent upon approval of the vacation of the drainage and utility easement and abandonment of the existing utilities within the vacated area:' All voted in favor and the motion carried unanimously with a vote of 6 to 0. APPROVAL OF NUNUTES: Commissioner Laufenburger noted the verbatim and summary minutes of the Planning Commission meeting dated November 3, 2009, amended by Chairwoman Larson on page 8 to delete the word "gift". Chairwoman Larson adjourned the Planning Commission meeting at 8:05 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim 23 0 CITY OF CHANHASSEN PROPOSED MOTIONS: PC DATE: November 17, 2009 [i]CC DATE: December 7, 2009 REVIEW DEADLINE: December 15, 2009 CASE #: 09-18 Chanhassen Transit Station BY: Al-Jaff, et al. A. "The Planning Commission recommends the City Council approve Variance request — Planning Case 09-18 to allow parking spaces that are 8%2 feet wide and drive aisles that are 24%2 feet wide, as shown in plans dated received October 16, 2009, subject to the condition as specified on page 20 of the staff report." B. "The Planning Commission recommends the City Council approve the Preliminary Plat for Chanhassen Transit Station — Planning Case 09-18 as shown in plans dated received October 16, 2009, subject to conditions as specified on pages 20-21 of the staff report." C. "The Planning Commission recommends the City Council approve the Site Plan for the construction of the parking ramp and transit station for Planning Case 09-18 as shown in plans dated received October 16, 2009, subject to the conditions as specified on pages 21-22 of the staff report.,, The Planning Commission also adopts the attached Findings of Fact and Recommendations. PROPOSAL: Request for Preliminary Plat and Site Plan Approval with Variances for the construction of a parking ramp — Chanhassen Transit Station. LOCATION: South of West 78th Street, west of Great Plains Boulevard, and north of the Twin Cities and Western Railroad. APPLICANTS: Walker Parking Consultants SouthWest Transit City of Chanhassen. 1660 South Hwy 100, Suite 350 13500 Technology Drive 7700 Market Boulevard Minneapolis, MN 55416 Eden Prairie, MN 55344 Chanhassen, MN 55317 (952) 595-9116 (952) 974-3101 (952) 227-1100 PRESENT ZONING: Central Business District (CBD) 2030 LAND USE PLAN: Commercial ACREAGE: 9.64 Acres DENSITY: N/A SCANNED Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 2 of 22 SUMMARY OF REQUEST: The applicants are requesting site plan approval for the construction of a parking ramp with a variance to the width of the parking stalls and drive aisles, and replat of 9.64 acres into four lots and two outlots. Notice of this public hearing has been mailed to all property owners within the required 500 feet. Staff is recommending approval of the request with conditions. LEVEL OF CITY DISCRETION IN DECISION MAKING: The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. SUMMARY The request consists of multiple applications to facilitate the construction of a four-story parking ramp. It includes site plan approval for the construction of the structure, a variance to the width of the parking stall and drive aisles within the ramp, and preliminary plat to replat 9.64 acres into four lots and two outlots. The site is located south of West 781i Street, west of Great Plains Boulevard, and north of the Twin Cities and Western Railroad. Access to the site will be gained off of Market Street which is proposed to be extended from the west to intersect with Great Plains Boulevard. Access to the ramp can be gained via the Dinner Theatre parking lot to the east or Market Street to the west. The site is zoned Central Business District (CBD). Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 3 of 22 Jpow L West. St h Street West 78th Street A Stern Railco�d - - = -_• - Ma,kel5ve. c! � TWIn Caves $ Il � e� � 'icy` i �0 SouthWest Transit currently operates a one -acre park-and-ride facility with 120 parking spaces within the subject site. This facility will be replaced with a 420 -stall parking ramp. Staff regards the project as a well-designed development. The City has envisioned a parking ramp in this location since the 1980's. This area is the heart of downtown and as the community grows, the demands on downtown and the services it provides will grow too. This parking ramp will provide for the continuously increasing number of bus riders and maximize the future development opportunities surround the Dinner Theatre. Based upon the foregoing, staff is recommending approval of the site plan, subdivision, and variances with conditions as outlined in the staff report. The following is a summary of the requests: APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article II, Division 3, Variances Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, ARTICLE XVIII. "CBD" CENTRAL BUSINESS DISTRICT Chapter 20, Article XXM, Division 7, Design Standards for Commercial, Industrial, and Office - Institutional Developments Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 4 of 22 1. SUBDIVISION The first request is for the replat of 9.64 acres into four lots and two outlots. Lot 1, Block 1, will contain the proposed parking ramp. There are currently 120 parking spaces that will be replaced with a 420 -stall parking ramp. Lot 2, Block 1 will contain the Dinner Theatre Building. Lot 3, Block 1, will contain an existing one-story building. Lot 1, Block 2 will contain the historic train depot. Outlot A will contain an existing sign and Outlot B will be occupied by the extension of Market Street. 1. Site Plan: The second request is for a site plan. There is no maximum hard surface coverage or a height limit in this district. The overall design of the parking ramp is attractive and utilizes high-quality materials. These materials include brick and smooth and rough -face block. The stairwell into the parking ramp is made of glass which adds an element of transparency. Trellises are added to the overall design to give the building an element of interest. Access to the ramp is provided from the Dinner Theatre to the east and Market Street to the west. 2. Variance The variance is to allow parking spaces that are 8'h feet wide and drive aisles that are 24% feet wide. The City Code requires parking spaces to maintain a width of 9 feet and drive aisles to maintain a width of 26 feet. Staff visited the SouthWest Station located in Eden Prairie. The One StoN Wood Frions Building itL2. 01 16. j 1� 1. Site Plan: The second request is for a site plan. There is no maximum hard surface coverage or a height limit in this district. The overall design of the parking ramp is attractive and utilizes high-quality materials. These materials include brick and smooth and rough -face block. The stairwell into the parking ramp is made of glass which adds an element of transparency. Trellises are added to the overall design to give the building an element of interest. Access to the ramp is provided from the Dinner Theatre to the east and Market Street to the west. 2. Variance The variance is to allow parking spaces that are 8'h feet wide and drive aisles that are 24% feet wide. The City Code requires parking spaces to maintain a width of 9 feet and drive aisles to maintain a width of 26 feet. Staff visited the SouthWest Station located in Eden Prairie. The Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 5 of 22 parking spaces have been striped at a width of 8'/z feet and the drive aisles at 20 feet. Individuals park once in a ramp and then leave; versus individuals who park on a surface lot and may choose to drive from one store to another, even if the destinations are within walking distance. Traffic movement in a ramp is substantially less than a parking lot. Also, the land available for building the ramp is limited and staff directed the applicant to limit the height of the building. As such, staff is in support of this variance and is recommending approval with conditions. BACKGROUND In 2006, SouthWest Transit secured $7 million in federal funds to be used for the construction of a new park-and-ride facility in downtown Chanhassen. In order for this to occur, the City is entering into a cooperative agreement with SouthWest Transit. The following is an outline of the responsibilities of the two parties: City of Chanhassen Responsibilities: a. Phase IA Improvements: Clearing and grubbing, retaining wall construction, acquisition of road right-of-way, and demolition of the scene shop. All of the work will be assessed to Bloomberg Companies (51%) and SouthWest Transit (49%). b. Phase IB Improvements: Scene shop relocation expenses ($100,000), watermain relocation ($77,500), and sanitary sewer relocation ($52,800) for a total of $230,300. This amount would be the sole responsibility of the City of Chanhassen. SoutbWest Transit Responsibilities: a. Phase II Improvements: Construction of the street improvements, sidewalks, street lights, and storm sewer improvements. b. Construction of a not -less -than 400 -stall parking ramp. c. Payment of 49% of the street assessments totaling $710,551. Also, as part of this project, the Federal Highway Administration, Minnesota Department of Transportation, and SouthWest Transit Authority commissioned a Phase H Architectural History Investigation to evaluate if the Chanhassen Dinner Theatre is eligible for listing the National Register of Historic Places in relation to the proposed parking structure project. The study concluded that the Chanhassen Dinner Theatre is not eli i le for listing on the National Register of Historic Places. The following is an excerpt of the Introduction and Summary and Conclusion prepared by William E. Stark, Principal Investigator with Stark Preservation Planning LLC.: Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 6 of 22 LO INTRODUCTION In September 2009, the Minnesota Department of Transportation (Mn/DOT) Cultural Resources Unit (CR19 and the South West Transit Authority requested the evaluation of the Chanhassen Dinner Theatre at 501 West 78`h Street, Chanhassen, Minnesota (CR - CHC -044) for its eligibilityfor listing in the National Register of Historic Places (NRHP) in relation to the proposed parking structure project (S.P. 91-080-06). The project will be receiving funding from the Federal Highway Administration (FHWA), and therefore must comply with Section 106 of the National Historic Preservation Act of 1966, as amended. Mn/DOT CRUserves as the project manager for the Section 106 process. The proposed project is adjacent to the Chanhassen Dinner Theatre (501 West 78th Street, Chanhassen; constructed in 1968) and also entails the acquisition of property related to the theater. Stark Preservation Planning LLC, with William E. Stark as Principal Investigator, conducted the investigation. This report outlines the methods of the investigation, the description, history, context and evaluation of the theater complex, and conclusions. Mn/DOT has requested a Phase II evaluation of the theater complex to determine its eligibility for listing in the National Register of Historic Places (NRHP). Because it is less than 50 years of age, the property would need to meet NRNP Criterion Consideration G in order to be considered eligible. 4.0 SUMMARY AND CONCLUSIONS In September 2009, the Minnesota Department of Transportation (Mn/DOT) Cultural Resources Unit (CRW and the South West Transit Authority requested the evaluation of the Chanhassen Dinner Theatre at 501 West 78h Street, Chanhassen, Minnesota (CR - CHC -044) for its eligibilityfor listing in the NRNP in relation to the proposed parking structure project (SP. 91-080-06). Stark Preservation Planning LLC, with William E. Stark as Principal Investigator, conducted the investigation. Mn/DOT has requested a Phase 11 evaluation of the theater complex to determine its eligibilityfor listing in the NRHP. Because it is less than 50 years of age, the property needs to meet NRHP Criterion Consideration G in order to be considered eligible. The Chanhassen Dinner Theater was constructed in 1968. It was owned, designed and operated by Herb Bloomberg, a Chanhassen housing developer and entrepreneur. His wife, Carol Bloomberg, was also involved with the business operations and interior design. The dinner theater opened as an entertainment complex, offering theater, music, dining, drinking and retail opportunities. By 1978, it was operating four stages, with over 30 dinner/theater combination performances per week year round. The theater and Bloomberg significantly shaped the growth of Chanhassen, helping to transform it from a sleepy farming community to a developed suburb. The theater complex became among the largest in the nation and employed more Equity union members than any other dinner theater, and played an important role in introducing people to professional theater and in contributing to the vitality of the Twin Cities theater community. The Bloomberg family Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 7 of 22 sold the theater operation in 1989, but retained ownership of the real estate and building. The Chanhassen Dinner Theatres continue to operate and play an important role in Chanhassen economy. The Chanhassen Dinner Theatre property was given important consideration for significance under NRNP Criteria A, B and C, and within the framework of Criteria Consideration G for properties less than 50 years of age. Under Criterion A, the lack of historical perspective and scholarly works for the dinner theater industry could not support the justification for exceptional importance of Criterion Consideration G. The passage of time and/or the development of historical contexts may, in the future, support designation for this property. It is likely that the property would be considered significant under Criterion A once it has aged 50 years. Herb Bloomberg was found to be a person with potential significance for his contributions to Chanhassen's development. His home, rather than the dinner theater, was the place most closely associated with his work and career. Under Criterion C, the theater building designed by Bloomberg is recommended not to be the work of a master, and unlikely to meet exceptional importance criteria for the distinctive characteristics of a type. The property is therefore recommended as not eligible for listing in the NRNP. No further work is recommended. SITE PLAN The site plan request is for a parking ramp. It is proposed to be located north of the railroad, west of Great Plains Boulevard, and south of the existing Dinner Theatre building. There is a drop in elevation between the Dinner Theatre parking lot located to the east and _ the building pad for the ramp. This provided for an opportunity to set the ramp into the hill and tie the second floor q Nei" pomp into the Dinner Theater parking lot. ACces5.11 a Access to the ramp is gained via the Marker �W Dinner Theatre Parking lot to the east and Market Street to the West. The design of the ramp and the station is attractive and is proposed to be constructed of high- quality materials. They include brick and smooth and rough -face block. The stairwell into the parking ramp is made of glass which adds an element of transparency. Painted steel trellis will be used along the upper portion and wood along the bottom portion of the south elevation which will provide additional elements of interest. The north elevation has the least level of detail; however, it is least visible by the public. The ramp will consist of four decks. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 8 of 22 SOUTH SOUTH ELEVATION WEST ELEVATION EAST ELEVATION NORTH ELEVATION LIGHTING/SIGNAGE The plans do not include a lighting plan. All street lights must be consistent with those used along Market Street. A lighting plan that is in keeping with the approved standards shall be submitted to the City. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 9 of 22 The signs for this project include: One off -premise monument sign. This sign is proposed to average 8%: feet in height. The city code limits the height to 8 feet. The applicant shall revise the plans accordingly. The City has agreed to allow this sign to be located on proposed Lot 1, Block 2 which houses the historic train depot. The sign will face Great Plains Boulevard and maintain a 10 -foot setback from property lines. The sign will only contain the name and address of the rump. It will serve as a directional sign alerting drivers to the location of the ram It eed t b ' 'bl from WNUMENT SIGN FACE 3PoCK-1 MUING NUMBER SIGNAGE: ZI1NILK LASER CO NZM CRAJU Mn. 1' ALUMINUM STAND -ORS. OIXAN ANODIZED EINISN. MFLVEfIG lIX! NNSN GRAD A ES L J ONUME T SIGN ELEVATION Jam: 1�{•-1.-0. p. n s o a visa e main streets. Staff is recommending approval of the location. The parking ramp and station are proposing a "SW" logo on the south, east and west elevations. The east elevation is showing two "SW" logos and a sign identifying the name of the station. Staff is recommending the applicant limit the logos to one along the east elevation. The proposed logos have dimensions of 48"x32" (10.66 square feet). The wording SOUTHWEST TRANSIT is spelled out above the vehicular entrances into the ramp. The letters are proposed to be 12 inches high. ARCHITECTURAL COMPLIANCE Size, Portion and Placement Entries: The building has pronounced entrances. Articulation: The building incorporates adequate detail and has been very tastefully designed. The architectural style is unique to the building but will fit in with the surrounding area. The building will provide a variation in style through the use of brick, glass and block. The building utilizes exterior materials that are durable and of high quality. Samples of the materials will be made available at the meeting. Renderings are shown in this report. Signs: All signage must meet comply with City Code. Material and Detail High quality materials are being used on all buildings. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 10 of 22 Color The colors chosen for the building are earth tones. The selection is unique, but blends in with the surrounding buildings. Height and Roof Design There is no maximum building height in Central Business District. The ramp averages a height of 44 feet. The roofline is staggered, adding articulation to the design of the building. All rooftop equipment must be screened from views. The ordinance requires a pitched element on buildings. There are canopies, trellises, and staggered rooflines on the ramp. It complies with this requirement. Facade Transparency This is a parking ramp. The applicant has designed the structure to introduce glass whenever possible. The parking decks exceed this requirement. Loading Areas, Refuse Areas, etc. The trash enclosure is located inside the ramp structure. Recycling space and other solid waste collection space should be contained within the same enclosure. SITE PLAN FINDINGS In evaluating a site plan and building plan, the city shall consider the developments compliance with the following: (1) Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; (2) Consistency with this division; (3) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; (4) Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; (5) Creation of functional and harmonious design for structures and site features, with special attention to the following: a. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 11 of 22 b. The amount and location of open space and landscaping; c. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and d. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. (6) Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed development is consistent with the City s design requirements, the comprehensive plan, the zoning ordinance, the design standards, and the site plan review requirements with the exception of the width of drive aisles and parking stalls which will require a variance. Staff is recommending approval of the request. The site design is compatible with the surrounding developments. It is functional and harmonious with the approved development for this area. Staff regards the project as a reasonable use of the land. The overall design is sensitive to the City's image. Based upon the foregoing, staff is recommending approval of the site plan with conditions outlined in the staff report. WETLANDS A review of available data including the Chanhassen SWMP, NWI, and aerial photography does not indicate the presence of any wetlands on or adjacent to the site. LAKES AND RIVERS The proposed project is not located within a Shoreland Overlay District. EROSION AND SEDIMENT CONTROL AND DRAINAGE The total land disturbance associated with the proposed project exceeds the minimum threshold for "small construction activity." Therefore, a NPDES Phase II permit to discharge stormwater associated with construction activities is required. This permit must include the General Contractor responsible for day-to-day operations of the site and the owner. This should be noted on the SWPPP included with the plan submittal. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 12 of 22 Sheet C-600 includes a detail for the Dandy Bag II® to be used as inlet protection. The City discourages the use of these because of the frequency with which we have observed materials spilled into the system upon removal. If these are to be used, they should be cleaned out with a frequency at least adequate to assure that they never exceed one-half capacity. The plan calls for a concrete spillway to be used westerly on the property. City staff recommends the use of a vegetated swale with turf reinforcement mat to decrease rates, promote infiltration and to filter sediment. The plan shows curb cuts approximately 36" in width. It has been staffs observation, as well as reported by others, that a curb cut this narrow results in a concentrated flow and subsequent head cutting and channel incision at the inlets. Curb cuts at least 8 feet in width are recommended. Further, it has been staffs' experience that the use of rip -rap at the inlet poses future maintenance problems. The use of a fescue (or other similar) sod at the inlet is recommended. Soils within the City of Chanhassen are known to have high clay content. The use of in situ materials is counterproductive to infiltration. As such, a 70% sand and 30% compost mixture is suggested. SURFACE WATER MANAGEMENT PLAN (SWMP) CONNECTION CHARGES SWMP Fees will only be applied to Lot 1, Block 1 and will not include any public right -0f --way. The drainage calculations do not indicate what portion of the watershed is directed to the rain garden. As a result, staff is unable to calculate what credits, if any, should be applied to the project. Water Quality Fees The fees for water quality are $6,820.00 per acre. Based upon the commercial land use of the property and an area of Lot 1, Block 1 of 1.43 acres, the water quality fee due at the time of final plat is $9,779.78. Water Quantity Fees The fees for water quantity for commercial property are $17,400.00 per acre. Based upon the land use type and a lot area of 1.43 acres, the water quantity fee due at the time of final plat is $24,951.60. Total SWW fees due at the time of final plat are $34,731.48. It is possible that a credit may apply for the rain garden feature. However, as the drainage calculations do not address what area is being treated in the rain garden, this credit cannot be calculated. The applicant shall apply for and obtain permits from the appropriate regulatory agencies and comply with their conditions of approval. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 13 of 22 ACCESS AND SITE CIRCULATION A traffic study was completed for this site. The study identified the increase in traffic volume at the intersection of Market Street/Market Boulevard and the intersection of the parking ramp access/Great Plains Boulevard. Based on the predicted peak traffic volumes identified in the report, the majority of the traffic will access the site via the Market Street/Market Boulevard intersection. The traffic study recommends that the parking ramp access to Great Plains Boulevard be constructed as a two-lane approach: a left tum/through lane and an exclusive right tum lane. These turn lanes will be constructed with the City street project. Due to anticipated increased traffic at the Market Street/Market Boulevard intersection, the traffic study included an analysis to determine if a traffic signal is warranted at the intersection. Based on the projected traffic volumes, this intersection would not meet signal warrants. The intersection will be monitored in the future to re-evaluate the signal warrants. The main drive aisle dimensions to the parking ramp shown on Sheet C200 must be clarified. The minimum drive aisle width for two-way traffic is 26 feet, per City Code. The drive aisles on the west side of the construction limits are proposed to be 22 feet. Staff supports the proposed width at this location since it is consistent with the existing condition. The west entrance of the parking ramp does not align with the drive aisle to the west. The entrance to the ramp is fixed since it aligns with the main drive aisle in the ramp; it is not desirable to have all traffic make a tum immediately after entering the ramp. The surface parking lot to the west of the ramp cannot be easily reconfigured to align with the ramp entrance. The surface parking lot configuration is such that there will not be a large volume of vehicles using this particular drive aisle. Based on these observations, staff is not concerned that the west entrance of the parking ramp does not align with the drive to the west. The parking ramp and surface parking area will be privately owned and maintained. The future public road within proposed Outlot B will be owned by the City. The City and SouthWest Transit are discussing who should be responsible for snowplowing this segment of public road. An agreement with the City will be executed should SouthWest Transit agree to snowplow this roadway. The sidewalks within Outlot B shall be maintained by SouthWest Transit. GRADING AND DRAINAGE The grading plan is incomplete. It must show the existing two -foot contours on the north and west side of the proposed construction limits. The proposed contours must tie in to the existing contours. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 14 of 22 The proposed concrete spillway that would convey runoff from the western 25 to 50 feet of the parking lot on Lot 1, Block 1 must be eliminated from the design as it would direct runoff across a sidewalk. The developer's engineer has submitted hydrology calculations for the site. The calculations reflect the construction area, not the actual tributary drainage area. The hydrology calculations must be revised to include the drainage area to the north, particularly the flared end section that discharges approximately 55 feet north of CB B. Runoff from the site currently is conveyed to the stormwater pond that lies south of the Cub Foods store located on the west side of Market Boulevard, south of the railroad tracks. The proposed development slightly increases the volume and peak discharge to the storm pond. The runoff from the proposed development will enter into the public storm sewer that will be constructed with the public street project. The developer's engineer and the City's engineering consultant must coordinate their respective designs to ensure that the rate and volume control requirements are met. Hydraulic calculations must be submitted with the final plat submittals. The developer's engineer must work with the City's engineering consultant for the public street project to ensure that the City's storm sewer design will be able to accommodate the runoff from the parking ramp storm sewer. RETAINING WALLS A retaining wall is proposed on the north side of the passenger loading/unloading area. The retaining wall reaches a maximum height of 11.3 feet at the west side. A building permit is required for this retaining wall. UTILITIES The developer does not propose to install public utilities with this project. Some small utilities will be relocated with this project; it is the developer's responsibility to coordinate this work with the appropriate utility company. The sewer and water services to the proposed building will extend from laterals that will be relocated with the City's street and utility project. City Staff and the developer will continue to coordinate the utility plans to ensure continuity between the two projects. The utility plan must be changed to reflect the following: a) Show the directional flow arrows on existing and proposed utilities. b) Adjust the line work so that the proposed storm sewer can be seen on the plan. c) Show the connection to the existing storm sewer on the southwest comer of the construction limits. d) Include a note where the rain leaders connect to the existing storm sewer. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 15 of 22 The new building is subject to the sanitary sewer and water hookup charges based on the Metropolitan Council's SAC unit determination. These fees are collected with the building permit and are based on the rates in effect at the time of building permit application. The party applying for the building permit is responsible for payment of these fees. LANDSCAPING Minimum requirements for landscaping include 3,240 square feet of landscaped area around the parking lot, and 13 trees for the parking lot. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table: Required Proposed Vehicular use landscape area 3,240 sq. ft. >3,240 sq. ft. Trees/parking lot 13 trees 19 trees Applicant meets minimum requirements for trees and landscaping in the parking lot area. The applicant has limited planting opportunities and has maximized the available spaces with a good selection of species. The mostly native choices complement the design at the SouthWest Village park-and-ride station located in town along Highway 212. There are no plantings proposed for the north side of the building due to limited space and availability of direct sunlight. PARKS This property is located within the community park service areas for City Center Park and Lake Susan Park. Visitors to the Chanhassen Transit Station have convenient access to these park locations from the downtown area. The Transit Station will be connected to both City Center Park and Lake Susan Park by an existing off-street trail and sidewalk grid. City Center Park is 12 acres in size and features ball fields, playgrounds, basketball courts, trails, a skateboard park, and winter hockey and ice skating. The property also houses City Hall, the Main Fire Station, and the Library. Many of the city's special events, including the 4'h of July Celebration, Huffman 5K Run, Farmers Market and Summer Concert Series are hosted at the park. Lake Susan Park is 34 acres in size and contains a public water access, fishing pier, extensive off-street walking trails, a community ball field, picnic areas, two large playgrounds, and ample parking. Community Park service Areas Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 16 of 22 No additional parkland acquisition is being recommended as a condition of this subdivision. TRAILS The Chanhassen Transit Station will be afforded convenient access to the city's comprehensive trail system. Extensive public trails can be accessed in all directions upon leaving the subject property through utilization of downtown streets and walkways. Accessible public walkways, bicycle racks and other pedestrian -oriented improvements should be incorporated as integral features in the new transit station project. No additional trail construction is being recommended as a condition of approval of this subdivision. SIIDWALK The plans reflect a sidewalk running along the north edge of the extension of Market Street. The preliminary plat drawing is missing the extreme east and west segments of the sidewalk. The applicant has been made aware of this. All plans must be revised to reflect a continuous sidewalk along the north edge of Market Street. 2. VARIANCE Bike Trails Em Tr --__----- -- I r _ _ I The applicant is requesting a variance to allow parking spaces that are 8'/2 feet wide and drive aisles that are 24'/2 feet wide. The City Code requires parking spaces to maintain a width of 9 feet and drive aisles to maintain 26 feet. Staff visited SouthWest Station located in Eden Prairie and observed the parking spaces have been striped at a width of 8%2 feet and the drive aisles at 20 Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 17 of 22 feet. Individuals park once in a ramp and then leave versus individuals who park on a surface lot and may choose to drive from one store to the other, even if the destinations are within walking distance. Traffic movement in a ramp is substantially less than a parking lot. Also, the land available for building the ramp is limited and staff directed the applicant to limit the height of the building. As such, staff is in support of this variance and is recommending approval with conditions. VARIANCE FINDINGS The Board of Adjustments and Appeals shall not recommend and the City Council shall not grant a variance unless they find the following facts: a) That the literal enforcement of this chapter would cause an undue hardship. Undue hardship means that the property cannot be put to reasonable use because of its size, physical surroundings, shape or topography. Reasonable use includes a use made by a majority of comparable property within 500 feet of it. The intent of this provision is not to allow a proliferation of variances, but to recognize that there are pre-existing standards in this neighborhood. Variances that blend with these pre-existing standards without departing downward from them meet these criteria. Findine: The literal enforcement of this chapter does cause an undue hardship. Due to the fact that ramps do not generate heavy traffic movement, the additional width is not warranted. Also, the existing parking lot has these same dimensions. The proposed ramp will not deviate from that standard. b) The conditions upon which a petition for a variance is based are not applicable, generally, to other property within the same zoning classification. Finding: The conditions upon which this variance is based are not applicable to all properties that lie within the District. c) The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel of land. F : The proposed variance is necessary to accommodate the wishes of the City to limit the height of the building. d) The alleged difficulty or hardship is not a self-created hardship. Findine: The proposed variance is necessary to accommodate the proposed building within the site. e) The granting of the variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 18 of 22 Finding: The granting of a variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. f) The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets or increase the danger of fire or endanger the public safety or substantially diminish or impair property values within the neighborhood. Findiinn : The proposed variation complies with this requirement. It will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets. 3. SUBDIVISION The applicant is requesting preliminary plat approval to replat 9.64 acres into four lots and two outlots. Lot 1, Block 1, will contain the proposed parking ramp. There are currently 120 parking spaces that will be replaced with a 420 -stall parking ramp. Lot 2, Block 1 will contain the Dinner Theatre Building. Lot 3, Block 1, will contain an existing one-story building. Lot 1, Block 2 will contain the historic train depot. Outlot A will contain an existing sign and Outlot B will be occupied by the extension of Market Street. The ordinance states that, "All lots shall abut for their full required minimum frontage on a public street as required by the zoning ordinance; or be accessed by a private street; or a flag lot which shall have a minimum of thirty feet of frontage on a public street." All lots have street frontage. A future City street is proposed within Outlot B. Outlot B shall be conveyed to the City. The preliminary plat must be revised to include the City's standard drainage and utility easements. Existing public and private utilities must be encompassed by a ten -foot wide drainage and utility easement centered over the utility. The subdivision request is a relatively straightforward action and staff is recommending approval with conditions. The minimum lot area in the district is 10,000 square feet and lot width is 100 feet. Parcel Area (Square Feet Lot Frontage(Feet) Lot 1, Blockl 62,468 508 Lot 2, Blockl 195,110 889 Lot 3, Blockl 62,869 168 Lot 1, Block 2 17,228 272 Outlot A 5,244 Outlot B 47,062 Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 19 of 22 SUBDIVISION FINDINGS 1. The proposed subdivision is consistent with the zoning ordinance. Finding: The subdivision meets the intent of the city code subject to the conditions of the staff report. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city s comprehensive plan; Finding: The proposed subdivision is consistent with applicable plans. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; Finding: The proposed site is suitable for development subject to the conditions specified in this report. 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision will be served by adequate urban infrastructure. 5. The proposed subdivision will not cause environmental damage; Findine: The proposed subdivision will not cause environmental damage subject to conditions of approval. 6. The proposed subdivision will not conflict with easements of record. Findine: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. 7. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate storm water drainage. b. Lack of adequate roads. c. Lack of adequate sanitary sewer systems. d. Lack of adequate off-site public improvements or support systems. Finding: The proposed subdivision is provided with adequate urban infrastructure. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 20 of 22 RECOMMENDATION Staff recommends adoption of the following three motions: A. "Che Planning Commission recommends the City Council approve variance request #09-18 to allow parking spaces that are 8'h feet wide and drive aisles that are 241/2feet wide, as shown in plans dated received October 16, 2009, and including the attached Findings of Fact and Recommendation with the following condition: 1. Approval of the variance application is contingent upon approval of the final plat and site plan permit — Planning Case 2009-18." B. "The Planning Commission recommends the City Council approve the preliminary plat for Chanhassen Transit Station —Planning Case 09-18 as shown in plans dated received October 16, 2009, subject to the following conditions: 1. Outlot B shall be conveyed to the City. 2. The preliminary plat must be revised to include the City's standard drainage and utility easements. 3. Existing public and private utilities must be encompassed by a ten -foot wide drainage and utility easement centered over the utility. 4. The main drive aisle dimensions to the parking ramp shown on Sheet C200 must be clarified. 5. The parking ramp and surface parking area shall be privately owned and maintained. 6. The sidewalks within Outlot B shall be maintained by SouthWest Transit. The grading plan is incomplete. It must show the existing two -foot contours on the north and west side of the proposed construction limits. The proposed contours must tie in to the existing contours. 8. The proposed concrete spillway that would convey runoff from the western 25 to 50 feet of the parking lot on Lot 1, Block 1 must be eliminated from the design as it would direct runoff across a sidewalk. 9. The hydrology calculations must be revised to include the drainage area to the north, particularly the flared end section that discharges approximately 55 feet north of CB B. 10. The developer's engineer and the City's engineering consultant must coordinate their respective designs to ensure that the rate and volume control requirements are met. 11. Hydraulic calculations must be submitted with the final plat submittals. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 21 of 22 12. The developer's engineer must work with the City's engineering consultant for the public street project to ensure that the City's storm sewer design will be able to accommodate the runoff from the parking ramp storm sewer. 13. A building permit is required for the proposed retaining wall. 14. It is the developer's responsibility to coordinate any small utility relocation with the appropriate utility company. 15. The utility plan must be changed to reflect the following: a. Show the directional flow arrows on existing and proposed utilities. b. Adjust the line work so that the proposed storm sewer can be seen on the plan. c. Show the connection to the existing storm sewer on the southwest comer of the construction limits. d. Include a note where the rain leaders connect to the existing storm sewer. 16. Full park fees shall be paid in lieu of parkland dedication and/or trail construction. The fees shall be collected for Lot 1 Block 1 (1.45 acres) as a condition of approval for Chanhassen Transit Station. The park fees shall be collected in full at the rate in force upon final plat submission and approval. The current park and trail fee charge for commercial property is $12,500 per acre. 17. All plans must be revised to reflect a continuous sidewalk along the north edge of Market Street." C. "The Planning Commission recommends the City Council approve the site plan for the construction of the parking ramp and transit station for Planning Case 09-18 as shown in plans dated received October 16, 2009, subject to the following conditions: 1. The monument sign proposed on Lot 2, Block 1, shall not exceed 8 feet in height. 2. Only one logo shall be permitted along the east elevation. 3. A lighting plan that is in keeping with the approved standards shall be submitted to the City. 4. Approval of the Site Plan is contingent upon approval of the final plat and variance — Planning Case 2009-18. 5. Building Official Conditions: a. Elevator\office\lobby structure is required to have an automatic fire extinguishing system. b. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. Accessible routes must be provided to commercial buildings, parking facilities and public transportation stops. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 22 of 22 d. All parking areas, including parking structure, must be provided with accessible parking spaces. e. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss property line issues as well as plan review and permit procedures. 6. Inlet protection will be required on all conveyance systems — existing and proposed. 7. Concrete washout area needs to be shown on the plan set. 8. A note is to be added to sheet C-600 under the Dandy Bag detail to indicate that the bag must be cleaned out any time it reaches one-half the capacity. 9. The curb cut inlets to the rain garden should be made as wide as practicable. A minimum of eight feet is recommended to avoid concentrated flows and subsequent erosion. 10. The concrete spillway should be replaced with a vegetated swale. 11. All exposed soil areas must be stabilized within 7 days after the construction activity in that portion has temporarily or permanently ceased. 12. If any credits are to be applied to the SWMP fees, the drainage calculations should be revised to include the rain garden. 13. Total SWMP fees due at the time of final plat are $34,731.48. It is possible that a credit may apply for the rain garden feature. However, as the drainage calculations do not address what area is being treated in the rain garden, this credit cannot be calculated. 14. The plans shall show all existing utilities including but not limited to aboveground and underground electric lines and underground gas lines. Utility companies shall be contacted for locates." ATTACHMENTS 1. Findings of Fact. 2. Application. 3. Reduced Copy of Plans dated "Received October 16,2009". 4. Letter from Chip Hentges, Carver Soil & Water Conservation District, dated November 4, 2009. 5. Letter from CenterPoint Energy dated October 28, 2009. 6. Letter from Xcel Energy dated October 26, 2009. 7. Public Hearing Notice and Affidavit of Mailing. gAplan\2009 planning ca \09-18 chaohasun station peck and ride\staff report final.dm CAMPBELL KNUTSON Professional Association Attorneys at Law 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Telephone: (651) 452-5000 FAX: (651) 452-5550 FILING OF DOCUMENTS TO: ✓ COUNTY RECORDER _ REGISTRAR OF TITLES Please complete, date, and sign this form upon assigning document numbers for the documents listed below and return completed form to SUE NELSON at the Chanhassen City Attorney's office at the address shown above. A self-addressed envelope is provided for your convenience. CLIENT/MATTER: City of Chanhassen - Chanhassen Transit Station Developer: Bloomberg Companies Incorporated and the City of Chanhassen THE FOLLOWING DOCUMENT(S) Abstract Torrens WERE FILED: Document No. Document No. 1) Grant of Perm. Easement from Bloomberg �5 /2 76� Companies to City (San. Sewer & Watermain) 2) Grant of Perm. Easement from Bloomberg Companies to City (Pub. Street, Drainage & Utility) Sale 2 7 6 7 3) EDA Resolution 2009-01 Approving of EDA Property to City 4) City Resolution 2009-086 Accepting Proposed �2 Conveyance of EDA Property to City 5) Quit Claim Deed from EDA to City �572 7 6 9 for Outlot A, Old Village Hall 6) Grant of Temp. Easement from the City 5-/2 7 76 of Chanhassen to Southwest 7) City Resolution 2009-98 Vacating the D&U 5/2 %-1 Easements of Chanhassen Transit Station 8) City Resolution 2009-100 Approving a Final -'L/2 Plat Creating Chanhassen Transit Station i /a-7-73 9) Consent to Plat by Bremer Bank — 10) Plat of Chanhassen Transit Station -1 c/ — at 12' 3 O o'clock A. on / 7 --2 `j - 2009, with the County Recorder/ Regi of Carver County, MN. SIGNED: Thank you! 149301 SCANNED CITY OF CHANHASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL DATE JOB NO. 12/23/09 09-18 Planning Case ATTENTION Sue Nelson RE: Chanhassen Transit Station Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DESCRIPTION 1 Grant of Permanent Easement between Bloomberg Companies and the City of Chanhassen(sanitary sewer and watermain 1 Grant of Permanent Easement between Bloomberg Companies and the City of Chanhassen(public street, drainage and utility purposes) 1 Grant of Temporary Drainage & Utility Easement between Bloomberg Companies and the City of Chanhassen 1 Public Improvement and Special Assessment Agreement 1 Notary pages for Redevelopment Agreement 2 THESE DOCUMENTS ARE TRANSMITTED FOR RECORDING REMARKS COPY TO: Todd Gerhardt, City Manager Laurie Hokkanen, Asst. City Manager Paul Oehme, Public Works Director/City Engineer Alyson Fauske, Asst. City Engineer SIGN euwis n, (952) 227-11( If enclosures are not as noted, kindly notify us at once. SCANNED MdE3FN Cgan, f�ietd & Nowc3R, Inc. L o n d s a r v a y O r s s i n c a / 8 7 2 TO City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 LETTER OF TRAO SMO TTAL DATE12-21-09 PROJECT NUMBER. 33761 ATTENTION Sharmeen Al-Jaff RE: Reduced Plat ❑ Approved as noted ❑ AS requested ❑ Returned for corrections WE ARE SENDING YOU ®Attached ❑ Under separate cover via the following items ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ®- MVI Ppriiirt ' an 1 THESE ARE TRANSMITTED as checked below: For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted ❑ AS requested ❑ Returned for corrections ❑ For review and comment ❑ ❑ FOR BIDS DUE COPY TO ❑ Resubmth copies for approval ❑Submit copies for distribution ❑ Return corrected prints U PRINTS RETURNED AFTER LOAN TO US SIGNED: N enclosures are not as noted, kindly notify us at once 1229 Tyler Street NE - Suite 100 1 Minneapolis MN 55413 1 6124663300 1 FAX 612.466-3383 1 www.efnsurvey.com " LAND SURVEYORS SINCE 1872 " 0QEEFN �gcan. fFietd & Nowak. Inc- -- — - — - -- -- - ...._..--- t o n g s u r v e y o -r s s l n c a T a 7 2 TO: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 WE ARE SENDING YOU [Attached ❑ Under separate cover via LETTER OF TRANSMITTAL DATE 12-22-09 ❑ Approved as submitted PROJECT NUMBER: 33761 ATTENTION Sharmeen Al-Jaff RE: Chanhassen Transit Station Reductions FOR BIDS DUE REMARKS the following items ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑Copy of letter ❑Change Order Rg Reductions on Mylar 1 3 1 1 111=200' Reductions I THESE ARE TRANSMITTED as checked below ❑ For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted $] AS requested ❑ Returned for corrections For review and comment ❑ FOR BIDS DUE REMARKS COPY TO ❑ Resubmtit copies for approval ❑ Submit copiesfordistribution ❑ Return corrected prints PRINTS RETURNED AFTER LOAN TO US REC-Elym DEC 2 4 7009 CITY OF CHANHASSEN SIGNED: If enclosures are not as noted, kindly notify us at once 1229 Tyler Street NE - Suite 100 1 Minneapolis MN 55413 1 612.466-3300 1 FAX 612-466-3383 1 w .efnsurvey.conn " LAND SURVEYORS SINCE 1872" CHANHASSEN TRANSIT STATION _ _ �� .:.�•r•u�..;sc �-�:rr� Esc.. -.r, 0,0MUM r'v_x'4_-riic s ;=y�.a39Ta'rs-"ra^rte w.., CHANHASSEN TRANSIT STATION ---- --------------- L-------- ___-_-___-___-Le -Awl ----------------- NOIJLW.LS.LISNVM.L NBSSWHNWHO dl ----------------- NOIJLW.LS.LISNVM.L NBSSWHNWHO Proposal Request for Preliminary Plat and Site Plan Approval with Variances for the construction of a parking ramp — Chanhassen Transit Station. Location z+Nil 1 oo LOCATION: South of West 78th Street, west of Great Plains Boulevard, and north of the Twin Cities and Western Railroad. In order for this project to be realized, the City is entering into a cooperative agreement with SouthWest Transit. 2 The City will construct the street connection between Great Plains Boulevard and Market Boulevard as well as upgrade utilities. This will facilitate future development in the area. 3 Proposal consist of the replat of 9.64 acres into four lots and two outlots. Lot 1, Block 1, will contain the proposed parking ramp. There are currently 120 parking spaces that will be replaced with a 420 -stall parking ramp. Lot 2, Block 1 will contain the Dinner Theatre Building. Lot 3, Block 1, will contain an existing one-story building. Lot 1, Block 2 will contain the historic train depot. Outlot A will contain an existing sign and Outlot B will be occupied by the extension of Market Street. 4 f ■E .d[H jai 1 T r ir= �� a- rC—M The second request is for a site plan. There is no maximum hard surface coverage or a height limit in this district. The overall design of the parking ramp is attractive and utilizes high-quality materials. These materials include brick and smooth and rough - face block. The stairwell into the parking ramp is made of glass which adds an elemen o trate 'spa— rency. Trellises are added to the overalid e i-gnn togive the building an element of interest. Access ort of Dinner Theatre Parking Lot DProposed �. Prking Ramp Access off ori Market Street Access to the ramp is provided from the Dinner Theatre to the east and Market Street to the west. N Proposed: Stall Size 8%: feet x 18 Feet Drive aisle: 24'/: feet Required: Stall Size 9 feet x 18 Feet Drive aisle: 26 feet 'RAW GIIA 120 ST� sts � rr °Vre� . _. twos[✓[ -- .. .. . sp[vua I..AIA The variance is to allow parking spaces that are 8'/: feet wide and drive aisles that are 24% feet wide. The City Code requires parking spaces to maintain a width of 9 feet and drive aisles to maintain a width of 26 feet. Staff visited the SouthWest Station located in Eden Prairie. The parking spaces have been striped at a width of 8% feet and the drive aisles at 20 feet. Individuals park once in a ramp and then leave; versus individuals who park on a surface lot and may choose to drive from one store to another, even if the destinations are within walking distance. Traffic movement in a ramp is substantially less than a parking lot. Also, the land available for buildingthe ramp is limited and staff directed the applicant to limit the height of the building. As such, staff is in support of this variance and is recommending approval with conditions. Directional Sign MONUMENT SIGN FACE BRICK -1 BUILDING NUMBER SIGNAGE: +' THICK LASER CUT ALUMINUM CHARACTERS. 1• ALUMINUM STAND-OFFS. _ COLOR ANODIZED FINISH. HELVETICA TEXT FINISH ARIES MONUMENT SIGN ELEVATION J SCALE: ,/C=,• -O' One off -premise monument sign. This sign is proposed to average 8% feet in height. The city code limits the height to 8 feet. The applicant shall revise the plans accordingly. The City has agreed to allow this sign to be located on proposed Lot 1, Block 2 which houses the historic train depot. 13 Proposed Sidewalk m I The plans reflect a sidewalk running along the north edge of the extension of Market Street. The preliminary plat drawing is missing the extreme east and west segments of the sidewalk. The applicant has been made aware of this. All plans must be revised to reflect a continuous sidewalk along the north edge of Market Street. 9 Existing Easement for Sanitary Sewer and Watermain Denotes Proposed 0 Easement Vaeadon There is an existing drainage and Utility easement that must be partially vacated. We are bringing this to your attention as an informational item since public hearings for vacations are acted upon by the city council only. 10 11 14 R Yy, 1-4 M LMc� Nn W Tib 14 15 16 - --------------------- O , ��g 16 SOUTHWEST STATION• CHANHASSEN PARKING STRUCTURE ` wAM M MARKET STREET UNNN.NSEN, MINNESOT.E HAYDOBBS PIERCE PINI6 ASSOCIATES Z.EI. FERsrusRTNR PRELIMINARY NOT FOR CONSTRUCTION SITE R RMEIN OCTOBER IS, 200E 17 Existing Conditions 18 19 Grading -Drainage -Erosion Control 20 Utilitly Plan 21 Paving Plan --__ - 22 Landscaping 23 0 A; IBM- HUME 23 Ground Floor e.-•Rsarra�r�. _. app � _. .ate} RM . I 25 Elevations Ground Tier/Second Tier/Striping Plan } I T rFru-'I-C I #-- wl ill II, {%� I'1IfI i L i- j o I 27 Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 21 of 23 12. The developer's engineer must work with the City's engineering consultant for the public street project to ensure that the City's storm sewer design will be able to accommodate the runoff from the parking ramp storm sewer. 13. A building permit is required for the proposed retaining wall. 14. It is the developer's responsibility to coordinate any small utility relocation with the appropriate utility company. 15. The utility plan must be changed to reflect the following: a. Show the directional flow arrows on existing and proposed utilities. b. Adjust the line work so that the proposed storm sewer can be seen on the plan. c. Show the connection to the existing storm sewer on the southwest corner of the construction limits. d. Include a note where the rain leaders connect to the existing storm sewer. 16. Full park fees shall be paid in lieu of parkland dedication and/or trail construction. The fees shall be collected for Lot 1 Block 1 (1.45 acres) as a condition of approval for Chanhassen Transit Station. The park fees shall be collected in full at the rate in force upon final plat submission and approval. The current park and ti -ail fee charge for commercial property is $12,500 per acre. 17. All plans must be revised to reflect a continuous sidewalk along the north edge of Market Street. 18. The plat must be revised to include a 20 foot wide drainage and utility easement centered over the existing watermain within proposed Lot 1, Block 2." C. "The Planning Commission recommends the City Council approve the site plan for the construction of the parking ramp and transit station for Planning Case 09-18 as shown in plans dated received October 16, 2009, subject to the following conditions: I. The monument sign proposed on Lot 2, Block 1, shall not exceed 8 feet in height. 2. Only one logo shall be permitted along the east elevation. 3. A lighting plan that is in keeping with the approved standards shall be submitted to the City. 4. Approval of the Site Plan is contingent upon approval of the final plat and variance — Planning Case 2009-18. 5. Building Official Conditions: a. Elevator\office\lobby structure is required to have an automatic fire extinguishing system. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 22 of 23 b. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. Accessible routes must be provided to commercial buildings, parking facilities and public transportation stops. d. All parking areas, including parking structure, must be provided with accessible parking spaces. e. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss property line issues as well as plan review and permit procedures. 6. Inlet protection will be required on all conveyance systems — existing and proposed. 7. Concrete washout area needs to be shown on the plan set. 8. A note is to be added to sheet C-600 under the Dandy Bag detail to indicate that the bag must be cleaned out any time it reaches one-half the capacity. 9. The curb cut inlets to the rain garden should be made as wide as practicable. A minimum of eight feet is recommended to avoid concentrated flows and subsequent erosion. 10. The concrete spillway should be replaced with a vegetated swale. 11. All exposed soil areas must be stabilized within 7 days after the construction activity in that portion has temporarily or permanently ceased. 12. If any credits are to be applied to the SWMP fees, the drainage calculations should be revised to include the rain garden. 13. Total SWW fees due at the time of final plat are $34,731.48. It is possible that a credit may apply for the rain garden feature. However, as the drainage calculations do not address what area is being treated in the rain garden, this credit cannot be calculated. 14. The plans shall show all existing utilities including but not limited to aboveground and underground electric lines and underground gas lines. Utility companies shall be contacted for locates. 15. Approval of the site plan is contingent upon approval of the vacation of the drainage and utility easement and abandonment of the existing utilities within the vacated area." ATTACHMENTS 1. Findings of Fact. 2. Application. 3. Reduced Copy of Plans dated "Received October 16, 2009". 4. Letter from Chip Hentges, Carver Soil & Water Conservation District, dated November 4, 2009. 5. Letter from CenterPoint Energy dated October 28, 2009. Motion A. 'The Planning Commission recommends the City Council approve variance request #09-18 to allow parking spaces that are 8% feet wide and drive aisles that are 241 feet wide, as shown in plans dated received October 16, 2009, and including the attached Findings of Fact and Recommendation with the following condition: B. 'The Planning Commission recommends the City Council approve the preliminary plat for Chanhassen Transit Station —Planning Case 09-18 as shown in plans dated received October 16, 2009. subject to the following conditions: C. 'The Planning Commission recommends the City Council approve the site plan for the construction of the parking ramp and transit station for Planning Case 09-18 as shown in plans dated received October 16. 2009. subject to the following conditions: Staff is recommending approval of the request. We have prepared three motions for the commission which can be found on page 20 of the staff report with the addition of two conditions. The first condition needs to be added to motion B for the Preliminary Plat. Condition 18 will read "The plat must be revised to include a 20 foot wide drainage and utility easement centered over the existing watermain within proposed Lot 1, Block 2." The Second condition need to be added to the Site Plan motion which begins on page 21. This motion will read "Approval of the site plan is contingent upon approval of the vacation of the drainage and utility easement and abandonment of the existing utilities within the vacated area." 12 13 t i ��. � � ' �u f _ _.•, +r .-+"rte pn i illly �a---:►r ''iAfP c4' �af�IIfCPTN 1 �l � , Location Map (Subject Property Highlighted in Yellow) Chanhassen Transit Station Planning Case 2009-18 SCANNED Date: To: October 21, 2009 Development Plan Referral Agencies From: Planning Department City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 Review Response Deadline: November 5, 2009 By: Sharmeen Al-Jaff, Senior Planner Subject: Request for Preliminary Plat and Site Plan Approval with variances for the construction of a parking ramp on property located south of West 78'h Street, west of Great Plains Boulevard, and north of the Twin Cities and Western Railroad — Chanhassen Transit Station. Applicants: Walker Parking Consultants, SouthWest Transit, and City of Chanhassen. Owners: Bloomberg Companies, Inc. and City of Chanbassen. Planning Case: 09-18 The above-described application for approval of a land development proposal was filed with the Chanhassen Planning Department on October 16, 2009. The 60 -day review period ends December 15, 2009. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on November 17, 2009 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than November 5, 2009. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Wats Conservation District 3. MN Dept of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest or Sprint/United) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco �:)houO be, Cc' On AA(�' C3 �.� CHANHASSEN DEVELOPMENT FEES WALKER SOUTHWEST TRANSIT - CHANHASSEN STATION PARK AND RIDE PARKING CONSULTANTS SITE PIAN REVIEW - 500 MARKET STREET OCTOBER 16,2009 Fee breakdown: Notification Signs $200 Sign Plan Review $150 Site Plan Review ($500 + $1,366 bld area) $1,866 Subdivision (create 3 lots or less) $300 Variance $200 SUM $2,716.00 C171 oF CHANHASSEN RECEI OCT 1 6 2009 CHANHASSEN PLANNING DEPT SCANNED \21-3590-00-swt_chanhossen\correspondence\city Chanhassen\city process\site plan review\Fee breakdown 101509.doc CITY OF CHANHASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL DATE JOB NO. 12/22/09 09-18 Planning Case ATTENTION Sue Nelson RE: Chanhassen Transit Station Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DESCRIPTION 1 Chanhassen Transit Station Final Plat Mylar 1 Consent of Bremer Bank to plat of Chanhassen Transit Station 1 1 "=200' plat reduction (paper) 2 1 "=200' plat reduction m lar 1 Grant of Temporary Easement between the City of Chanhassen and SouthWest Transit 11 rant of Per n Bloo m' of Cha(sanitary sewer and watermain 1 9fantof Permane asemen etween mpanies a City of hanha lic street, drainage and utility ur oses 1 EDA Resolution 2009-01 approving sale of property from Economic Development Authority to City of Chanhassen 1 Resolution 2009-86 accepting proposed conveyance of EDA property to the city and dispensing with statutory requirements of review by Planning Commission of the Acquisition of Real property 1 Resolution 2009-98 vacating the drainage and utility easements of Chanhassen Transit Station 1 1 Resolution 2009-100 approving a final plat creating Chanhassen Transit Station 1 Quit Claim Deed 1 Redevelopment Agreement between the City and Bloomberg Companies THESE DOCUMENTS ARE TRANSMITTED FOR RECORDING REMARKS COPY TO: Todd Gerhardt, City Manager Laurie Hokkanen, Asst. City Manager Paul Oehme, Public Works Director/City Engineer Alyson Fauske, Asst. City Engineer SIGNED: Kilu Meu t n,(952)227-1107 If enclosures are not as noted, kindly notify us at once. SCANNED December 22 , 2009 Memo Ms. Sharmeen Al-Jaff Re: Ramp, Road, Easements Enclosed and delivered are: 1. Grant of Temporary Drainage and Utility Easement, executed in duplicate by Clayton T. Johnson for Bloombwerg; 2. Consents of Bremer Bank, executed in duplicate for: a. Grant of Temporary Drainage and Utility Easement; b. Roadway easement; C. Sewer and water easement. Thanks for your assistance and Re: Chanhassen Transit Station — Planning Case 09-18 Administration December 1, 2009 CITY OF Dear Mr. Simich: CIIANNSEN Len Simich, Executive Director 7700 Market Boulevard SouthWest Transit Commission PC Boz 147 13500 Technology Drive Chanhassen, MN 55317 Eden Prairie, MN 55344 Re: Chanhassen Transit Station — Planning Case 09-18 Administration 3. The main drive aisle dimensions to the parking ramp shown on Sheet C200 Phone: 952.227.1100 Dear Mr. Simich: Fax: 952.227.1110 Building Inspections This letter is to formally notify you that on November 23, 2009, the Chanhassen Phone: 952.227.1180 City Council adopted the following motions: Fax: 952.227.1190 Fax:952.227.1110 VARIANCE En*" Plane: 952227.1160 A. "The City Council approves Variance request #09-18 to allow parking spaces Fax: 952.227.1170 that are 8'h feet wide and drive aisles that are 24'/2 feet wide, as shown in plans Finance dated received October 16, 2009, and including the attached Findings of Fact and Phone: 952.227.1140 Recommendation with the following condition: Fax: 952.227.1110 1. Approval of the variance application is contingent upon approval of the final Park & Recreation plat and site plan permit — Planning Case 2009-18." Phone: 952.227.1120 Fax: 952.227.1110 PRELIMINARY PLAT Recreation Center 2310 Coulter Boulevard B. "The City Council approves the Preliminary Plat for Chanhassen Transit Phone: 952.227.1400 Station —Planning Case 09-18 as shown in plans dated received October 16, 2009, Far 952227.1404 subject to the following conditions: Planning & 1. Outlot B shall be conveyed to the City. Natural Reso noes Phone: 952.227.1130 Fax:952.227.1110 2• The developer and the private utility companies. Public Works 3. The main drive aisle dimensions to the parking ramp shown on Sheet C200 1591 Park Road must be clarified. Phone: 952.227.1300 Fax 952.227.1310 4. The parking ramp and surface parking area shall be privately owned and senior Celler maintained. Phone: 952.227.1125 Fax:952.227.1110 5. The sidewalks within Outlot B shall be maintained by SouthWest Transit. Website 6. The grading plan is incomplete. It must show the existing two -foot contours wwackhanhassen.mn.us on the north and west side of the proposed construction limits. The proposed contours must tie in to the existing contours. SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Mr. Len Simich December 1, 2009 Page 2 of 4 7. The proposed concrete spillway that would convey runoff from the western 25 to 50 feet of the parking lot on Lot 1, Block 1 must be eliminated from the design as it would direct runoff across a sidewalk. 8. The hydrology calculations must be revised to include the drainage area to the north, particularly the flared end section that discharges approximately 55 feet north of CB B. 9. The developer's engineer and the City's engineering consultant must coordinate their respective designs to ensure that the rate and volume control requirements are met. 10. Hydraulic calculations must be submitted with the final plat submittals. 11. The developer's engineer must work with the City's engineering consultant for the public street project to ensure that the City's storm sewer design will be able to accommodate the runoff from the parking ramp storm sewer. 12. A building permit is required for the proposed retaining wall. 13. It is the developer's responsibility to coordinate any small utility relocation with the appropriate utility company. 14. The utility plan must be changed to reflect the following: a. Show the directional flow arrows on existing and proposed utilities. b. Adjust the line work so that the proposed storm sewer can be seen on the plan. c. Show the connection to the existing storm sewer on the southwest corner of the construction limits. d. Include a note where the rain leaders connect to the existing storm sewer. 15. Full park fees shall be paid in lieu of parkland dedication and/or trail construction. The fees shall be collected for Lot 1 Block 1 (1.45 acres) as a condition of approval for Chanhassen Transit Station. The park fees shall be collected in full at the rate in force upon final plat submission and approval. The current park and trail fee charge for commercial property is $12,500 per acre. 16. All plans must be revised to reflect a continuous sidewalk along the north edge of Market Street. 17. The plat must be revised to include a 20 foot wide drainage and utility easement centered over the existing watermain within proposed Lot 1, Block 2. 18. Approval of the subdivision is contingent upon approval of the vacation of the drainage and utility easement. 19. The executed temporary easement agreement must be submitted before the final plat is recorded." o,,W,Oa ' Mr. Len Simich December 1, 2009 Page 3 of 4 SITE PLAN C. "The City Council approves the Site Plan for the construction of the parking ramp and transit station for Planning Case 09-18 as shown in plans dated received October 16, 2009, subject to the following conditions: 1. The monument sign proposed on Lot 2, Block 1, shall not exceed 8 feet in height. 2. Only one logo shall be permitted along the east elevation. 3. A lighting plan that is in keeping with the approved standards shall be submitted to the City. 4. Approval of the Site Plan is contingent upon approval of the final plat and variance — Planning Case 2009-18. 5. Building Official Conditions: a. Elevator\office\lobby structure is required to have an automatic fire extinguishing system. b. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. Accessible routes must be provided to commercial buildings, parking facilities and public transportation stops. d. All parking areas, including parking structure, must be provided with accessible parking spaces. e. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss property line issues as well as plan review and permit procedures. 6. Inlet protection will be required on all conveyance systems — existing and proposed. 7. Concrete washout area needs to be shown on the plan set. 8. A note is to be added to sheet C-600 under the Dandy Bag detail to indicate that the bag must be cleaned out any time it reaches one-half the capacity. 9. The curb cut inlets to the rain garden should be made as wide as practicable. A minimum of eight feet is recommended to avoid concentrated flows and subsequent erosion. 10. The concrete spillway should be replaced with a vegetated swale. 11. All exposed soil areas must be stabilized within 7 days after the construction activity in that portion has temporarily or permanently ceased. 12. If any credits are to be applied to the SWMP fees, the drainage calculations should be revised to include the rain garden. Mr. Len Simich December 1, 2009 Page 4 of 4 13. Total SWMP fees due at the time of final plat are $34,731.48. It is possible that a credit may apply for the rain garden feature. However, as the drainage calculations do not address what area is being treated in the rain garden, this credit cannot be calculated. 14. The plans shall show all existing utilities including but not limited to aboveground and underground electric lines and underground gas lines. Utility companies shall be contacted for locates. 15. Approval of the site plan is contingent upon approval of the vacation of the drainage and utility easement and abandonment of the existing utilities within the vacated area. 16. The applicant shall enter into a site plan agreement." A Site Plan Agreement must be prepared by our offices for recording; however, cost estimates for the improvements must be submitted to our offices before the agreement can be prepared. If you have any questions, please feel free to contact me at 952.227.1134 or e-mail at saliaff@ci.chanhassen.mn.us. Sincerely, JI Sharmeen Al-Jaff Senior Planner c: Scott Froemming, P.E., Walker Parking Consultants Jon Hom, Kimley-Horn and Associates, Inc. ec: Todd Gerhardt, City Manager Kate Aanenson, Community Development Director Paul Oehme, City Engineer/Public Works Director Alyson Fauske, Assistant City Engineer g.\planQO09 planning cases\09-19 chanhassen station park and ride%approval letter spr prelim plat.doc Chanhassen City Council — November 23, 2009 CHANHASSEN TRANSIT STATION, 500 WEST 7e STREET: A. B. APPROVAL OF SITE PLAN WITH VARIANCES AND PRELIMINARY PLAT. C. APPROVAL OF PURCHASE AGREEMENT WITH BLOOMBERG COMPANIES: COOPERATIVE AGREEMENT WITH SOUTHWEST TRANSIT; REDEVELOPMENT AGREEMENT WITH BLOOMBERG COMPANIES; SPECIAL ASSESSMENT AGREEMENT WITH BLOOMBERG COMPANIES; RESOLUTION WAIVING APPROVAL BY THE PLANNING COMMISSION ENTERTAINMENT, LLC. Paul Oehme: Thank you Mayor, City Council members. We'll start off tonight with the public improvements portion of the project. As you may recall on March 23`d of this year the council received a feasibility study for this project and reviewed the scope of the project as well. But since then the changes to the feasibility study were necessary as a result of continued coordination with Southwest Transit and Bloomberg Companies as the plans for this development have taken place. Attached to this background is the feasibility study amendment and identifies the details for the project as well. So tonight staff would like to review this feasibility study and amendments that go along with it and hold a public hearing. Since a large portion of the improvements are proposed to be assessed back to the benefitting property owners so with that I'd like to invite Jon Horn with Kimley-Hom Associates who has drafted the feasibility study to give a brief summary of the public improvement project and the associated plans for it. Mayor Furlong: Very good, thank you. Good evening. Jon Hom: Good evening Mayor, members of City Council, As Mr. Oehme mentioned my name is Jon Horn from Kimley-Horn and Associates and we've been working with city staff as well as the other project partners, Southwest Transit and Bloomberg Companies on the downtown transit station improvement project, specifically the public improvements that are required for the downtown transit station. Wanted to briefly tonight just kind of run through the project for you. Give you a little more information on the project background with costs and the financing plan. The public improvements are the site improvements necessary to support the development of a 420 vehicle parking ramp and transit station to be built by Southwest Transit. The site is located south of the Chanhassen Dinner Theater, just west of West 78th Street. The project has required significant coordination with Southwest Transit in terms of trying to make sure that the public infrastructure matched in with the ramp improvements themselves. There's a number of land acquisition pieces that I'll touch briefly on, and then the project does require agreements with both Southwest and Bloomberg and those are included later on in your agenda tonight. In terms of the project location, the project is again just south of the Chanhassen Dinner Theater. Just west of West 78th Street. There are city improvements as well as private improvements that are being constructed as a part of this project. The public or the city improvements include the demolition of an existing scene shop in the area that's being used by the Dinner Theater. Some RIl t "WA Chanhassen City Council — November 23, 2009 grading and site preparation work. Relocation of the existing sanitary sewer and watermain in the project area, and some street and storm drainage improvements as necessary to provide access into the ramp facility. The portions of the project that Southwest are building is the ramp itself. They will build a parking ramp. There are some parking lot modifications and connections to public street improvements that Southwest will be doing, as well as some private utility relocation. The project is proposed to be phased really for coordination purposes. The first phase is a city contract. This will be a project that the city will let and includes the demolition of the scene shop. It includes the utility relocation. Some site grading and site improvements basically to prepare the site for the construction of the parking ramp. Once that's complete the parking lot will come in and build all the remaining improvements. There are a portion of the public improvements that will be built as a part of that parking ramp project primarily for coordination purposes so that city street and city storm sewer and sidewalks will be built as a part of the parking ramp construction project. Land acquisition, the current project, the project will be built on land currently owned by Bloomberg Companies. As a part of this project there's a number of land acquisition things that will happen. The City will acquire land as necessary for the existing depot station that's in the area, as well as the public street right-of-way necessary to build the improvements. In addition there's acquisition and a relocation cost for that Dinner Theater scene shop that I mentioned. There's a temporary construction easement necessary to build all the improvements and then Southwest will be acquiring the property for the parking ramp directly from the Bloomberg Companies. This exhibit shows the land acquisition. In purple you can kind of see the purple corridor is the city right-of-way that the city will be acquiring. The triangular piece just south of that purple right-of-way is the land that Chanhassen will be acquiring for the depot station and Chanhassen also owns a small chunk of property and existing monument is just west of West 78th Street, north of the right-of-way. The yellow parcel is the parcel Southwest will be acquiring with the construction of the parking ramp itself. There's also a small utility easement, roadway easement just to the west of the roadway right-of-way that Chanhassen will also be acquiring as a part of some of the improvements that are included as part of the project. So that's various, all the various land acquisition things that are happening as a part of the project. There's been a plat that's been prepared to basically facilitate all these land transfers. Watermain and sanitary sewer, I mentioned those are public improvements that Chanhassen will be funding. There's currently watermain and sanitary sewer that runs right through the footprint of the existing ramp. As a part of this project we'll be shifting those utilities south of the ramp to prepare the ramp site for the rail construction. Street and storm sewer. Everything's shown in yellow and red on this exhibit. As a part of the public improvements Chanhassen will be constructing a street that provides access to the ramp as well as a continuous sidewalk along the north side of the street system that can provide a connection between the existing pedestrian facilities in the area. In terms of estimated cost, total project cost is a little over $1.8 million dollars, of which about 974 is for the various improvement costs and about $827,000 is associated with all the various right-of-way pieces. As you can see on the slide there's a couple of components that are the City's responsibility. The City will be paying the cost for the sanitary sewer and watermain relocation, and the acquisition of the land parcels that are necessary for the roadway as well as for the depot station site. The financing plan is really a partnership project. Southwest Transit's paying for part of the project as well as Bloomberg and then the City of Chanhassen's got a component. The agreements between Southwest and Bloomberg is that Southwest would pay for 49% of the proposed improvements that would be assessed. Bloomberg will pay 51% and the City's paying for the sanitary sewer W 69"KA31 Chanhassen City Council — November 23, 2009 and watermain as well as the land acquisition parcels that I mentioned. Chanhassen's total contribution is a little over $307,000 of which a portion would come from the sanitary sewer utility fund, a portion from the water utility fund and a portion from the revolving assessment fund. In terms of the portion that says Southwest and Bloomberg are paying for, there are a number of agreements that have been established, prepared to identify that and again those are included later on in your agenda but I just wanted to mention them as a part of this presentation. In terms of the project schedule, Mr. Oehme mentioned that there was previously a feasibility report that was done and received by the council back in March. On November 9th council received an amendment basically which was necessary as a result of continuing coordination with the project partners. Tonight's the public hearing. If the council elects to proceed this evening, the project will continue on to the completion of final plans and specifications with the intention that those plans and specs would be done in January and be brought back to the council on January l la' for review and approval. Assuming that happens at that time, we then go through the bidding process and again the Chanhassen, the Chanhassen piece, Chanhassen would bid the utility relocations and some of the site prep as a part of the city, as a city project. The roadway and storm sewer work would be included as a part of the project that Southwest Transit would build but again the bidding process would be very concurrent. The site improvements that Chanhassen, the City of Chanhassen would build would be done early in 2010. Between April and June which would allow the ramp construction improvements to occur after that. Likely starting in late June or early July and continuing on til August of 2011. That's just a brief overview. With that I guess I'd be open to any questions or comments from the council. Mayor Furlong: Any questions for Mr. Horn? At this point. Okay. Councilwoman Tjomhom, nothing? Okay. Very good. We may have some in the future. Let's go, I know we have representatives from Southwest Transit here, the applicant. We'd like to, anything you'd like to present at this time? Todd Gerhardt: Len had a power point to show some of the demands for ridership at this point. Why this project. Mayor Furlong: Little bit about the project. Thank you. Good evening. Len Simich: Good evening Mayor and members of the council. My name is Len Simich. I'm CEO of Southwest Transit. I'm here with members of our team. If you have any specific questions related to the site itself or the ramp or station that we will hopefully be starting construction on sometime in early 2010. Prior to the meeting I was informed that there was a few questions related to the project in terms of what is the future or anticipated use at this site. How we generated that information and so forth so I just wanted to kind of walk you through a little bit of that information. How do I control this? Okay, just a little bit of background. This project actually began for us back in 2005. We submitted for a federal grant, which we did receive. At that time the total was a request for federal dollars of $5.5 million and $1.3 would be coming through the State that we would access through the Metropolitan Council. This project did rank number 11 out of 21 applicants that year. It was the final project that was selected for funding. In terms of how it was selected, there were a number of factors. One included the growth of our system. The park and ride usage that we were experiencing. The projected population increases for this area. Corridor congestion and then there was a whole 5 step 40 Chanhassen City Council — November 23, 2009 modeling process that the Metropolitan Council looked at as well as a number of other studies that really kind of got to this specific use, and I'll talk about each real briefly. In terms of the system growth, what you can see here is the entire metropolitan region from 2003 actually up through 2007. As you can see most of the transit systems across the metro area did see some significant growth during that time. None quite the same extent as Southwest Transit. We were the fastest growing system, not only here in the metro area but in the entire state. Here's a shot of the capacity. The usage. I'll draw your attention to the third column. That really looks at, or the fourth column. The number of stalls that are, were used at the time versus the number that we had in our system. Again Southwest Transit had the highest utilization at 99%. That has improved in terms of we have additional stalls now since the construction of the Southwest Village as well as the East Creek Station in Chaska, but this is a snapshot back in '07 and in '05 when the application was put in, it was looking pretty much the same. You've probably seen these. I'm not going to go through these. This came through the County but you can see that this county is growing and will continue to grow out through 2030. The demand for our services will be growing along with it. This is just a map again, this is a 2008 but as you can image back prior to even the 212 improvements the miles of congested freeway corridors that we travel on a daily was pretty severe so again that helped in terms of our overall application of why this project was funded over others. The five step model that I talked about, I won't go through all the various factors that they look at, but this is very specific to this site. The Metropolitan Council through their modeling had a demand estimation of 450 by 2010. All the way up to 750, and this is in terms of stalls, by 2030. The County, Carver County and Southwest Transit partnered with the IBI Group, which is a national consulting firm to kind of look at transit ridership in our whole service area. Again from this specific site these were the numbers that they had come up with in terms of what they anticipated our demand would be all the way up through 2020. Both if we were putting in additional improvements and like when we talk about improvements really frequency of service to actually leaving it as it was back in '06 so you can kind of see some of the demand estimations that were driven at that time. And this is another one that we kind of look at through our park and ride study that we had done. We really look at the entire corridor. The number of the workers commuting to downtown Minneapolis because again that's pretty much our bread and butter in terms of our system. And then looking at estimated transit users and park and ride users. I should mention this chart doesn't show but low is about 15% of all those commuters using transit to a high of 40. How we got to that, right now in the Minneapolis area about 40% of the workers access their jobs daily using public transit. We feel just that the make-up of our area and the type of jobs we probably would never read to that 40 but the medium is a 30 so it kind of gives you an example from a low of 15 to a medium of 30 there. So what's changed since the application? Well, again we have, like all transit systems across the country for the most part, have seen less people using our system this year. Less people working. Less people using the bus. For systems like Southwest that really rely on that work force commuter, we've been hit pretty hard so we are down right now 10 to 12 percent over what has been consistently double digit increase growth up to this point. The fuel prices have stabilized. I think we're all happy about that because we buy fuel but it does drive less people to the bus and more to their automobiles when the fuel prices are down or stabilized. The level of freeway congestion has improved. Again 212 has done a lot for us. Again unfortunately less people working. Less people driving so I think the peak hour commute has been better for many folks. Parking has become more available and affordable in the downtown core. Not that a lot of additional lots have been built but again, less people working has opened up those 41 Chanhassen City Council — November 23, 2009 additional stalls. Again driving some people more to using their automobile than using public transit. Our funding levels, and this is something I think the City Council should take notice of. Our funding levels have reduced. The MVST base, the motor vehicle sales tax is the primary source of funding outside of the fare box that we use to fund all of our services. Again less people buying cars. Less money coming into the system. But there's also some other things that have happened and some of the other fundings that's controlled by the Metropolitan Council. They have pretty much shut off the spigot to us and that's the MUST. We call it discretioning, discretionary or I should say they call it discretionary. This is what transpired a few years ago when there was a Constitutional amendment putting more money into transit. They're holding us pretty much to our base right now. We have in the past received additional dollars. We are hopeful we're going to receive some of those dollars in the future but they're becoming harder and harder to access. Same thing with some of the State supplemental funding. Some of the federal formula funding. Even homeland security funding has been cut off from our use so this is something that we're very concerned about as we move into the future. As I mentioned our ridership did drop for the first time since 1996. This kind of gives you an indication. The last line there is where we think we're going to come in at the year's end. The one just before that is the actual ridership that we've had through October. So why should we move forward with this project now? I think you know like any of the, any transit, major transit project, we have to really be looking out into the future. Not just the what has transpired here recently, but the three big we have for our type of system. We have to be able to find stalls or park people that use our services. We have to have capacity to carry the people and we have to have the operating fund. Number 1 and number 2 take an incredible amount of time to line up. Not that number 3 doesn't but number 1 and 2. Right now if I'm going to build a ramp like this, we started in 2004-2005 so again this isn't the typical one but these things take time. Same thing with vehicles. Over a year just to bring a vehicle into your system so it takes time and again we know this area is going to rebound. It's positioned very well for additional growth and additional use of our system. Completion of this project will open up some different development opportunities for this area so it's not only just about us but it really helps complete I believe your downtown vision. We're relocating this site. I think we'll position ourselves well for some potential future commuter rail should that ever come about. Today we have a motivated partner. Again something we've been working on a long time. This is 3 agencies coming together to make this thing happen. And then last but not least the project execution deadline. It's approaching quick. It's going to be in March so this could be the only chance that we have to access federal funds. Like I said the last time we were on the bubble and to get dollars lined up for the project of this magnitude in the future is going to be difficult so. With that I would be happy to answer any questions about what I gave or if you have any specifics on the facility itself, members of my team are here. Mayor Furlong: Thank you. Questions Mr. McDonald. Councilman McDonald: Yeah I have one question. You talk about future you know use and stalls and all those kind of things. We're building this one now for about 425-50 stalls. Do you have the ability in the future to add on vertically to this? Is it built so that it could support that or? Len Simich: This one is not. Again because of some of the height that it's going to be at right now, and how the rest of the downtown is going to build out. We also kind of look at again as 42 Chanhassen City Council — November 23, 2009 you've seen some of the demand estimations. We think more and more of our demand as we go on will happen further to the west. And so our next steps we'll be really looking at some additional sites. You know it could be the Victoria's, the Waconia's. We're already working on one right now in the city of Carver so I think again we'll have that 4 to 6 to 700 stall ramps in the future. What we have in Eden Prairie at 1,000, it's nice but it also causes a lot of headaches in terms of additional traffic generation and congestion and things like that so our model is a little more scaled down now. Councilman McDonald: Okay. Mayor Furlong: I guess to clarify though within the city of Chanhassen obviously there's Southwest Village down at 101 and 212 and that does have the ability to, or that was designed for an additional level, was it not? Len Simich: Good point. That is. That is designed to go up to 800. Right now from a transit perspective we're, we have about 550 at that location but we will be able to expand that to 800 in the future. Councilman McDonald: Okay. Mayor Furlong: Other questions? Councilwoman Ernst. Councilwoman Ernst: So Len I notice in 2030 the growth is expected to be 750. 750 cars? Len Simich: That was one of the model growth, yes. That they said a demand at this location. Now again there are other things that aren't taken into consideration when those were put forth such as some of the other locations that we are looking at expanding in because right now it's not just Chanhassen residents that will park at this location. You know you look at the travelsheds and where people are coming and if we intercept them earlier they wouldn't come to this location so we feel 400 is, or 425 is adequate at this location. Councilwoman Ernst: So today you talked about the 550 stalls right now being used at the Southwest Village. Len Simich: No, we are not. We are probably parking out about 275 a day at that location. Councilwoman Ernst: But capacity is 800? Or roughly. Len Simich: Could be. Right now we have about 550. Councilwoman Ernst: So potentially some of the overflow from Chanhassen Station could go to Southwest Village, right? I mean if we were up to that. Len Simich: Yeah, and that's kind of what the beauty of the timing of this as well was on the slide but it gives us that advantage where we really, you know we will keep some services running from here but again during construction and things like that, the level of service will not 43 Chanhassen City Council — November 23, 2009 be as great but we have capacity down at the Village so we hope people will go down to that location at least temporarily until this one gets done. Councilwoman Ernst: So that's a segway into my next question then. Do you expect any express service from Chanhassen to downtown or will it always be Chanhassen Station and Southwest Village to downtown? Len Simich: Good question. To make this really work you have to be direct, and we've had this discussion at the commission which is going to cost additional dollars and that's why that one where I always said the money is very critical because if we have a number of stops what happens is people are going to go to that last stop and we're already at capacity as you're well aware of in Eden Prairie so we have to find a way to bring that direct service to this location. And we're looking at a lot of different service plans right now that would do that. Councilwoman Ernst: Okay. And I, just a couple comments that I want to make. You know the drivers, I just have to say this because the drivers continue to be courteous and respectful and I think that is just a huge benefit for Southwest Transit. And I have to tell you I love the new quiet zone policy for cell phones. It's an awesome policy so. In fact I hear a lot of very positive comments about that so that was a great program. Mayor Furlong: Could you explain that or ... for those who might not know. Len Simich: Sure. This actually came about, through our ridership. Mayor Furlong: Since you bring it up. Len Simich: Yeah, it came about through our riders. We have a rider committee and it was a problem and it's not only in the transit industry. If you're in a movie theater or wherever, the cell phone use is a problem and we came up with a plan and we have signs on the bus and we have a quiet zone. Now is the bus going to pull over and tell you to hang up the phone? No. What it is, it's almost self policing because you have the quiet zone. You have the signs up and it's really the customers kind of policing each other and it has worked. In the beginning we had some people call in, they didn't like the idea but I think overwhelmingly there's a lot of support for it. And we've gotten a lot of play. Local news media as well as nationally trying to figure out what did you guys do here? How did this work and other transit programs across the country are looking at implementing something very similar. Councilwoman Ernst: Great, thank you. Mayor Furlong: Thank you. Any other questions for Mr. Simich at this time? Councilwoman Tjornhom. Councilwoman Tjomhom: Yeah, I think maybe it's late and I'm getting, everything's becoming to starting to blur for me but at some point isn't there an agreement that some overflow during construction will go to Lake Ann? Or has that changed? .Wi Chanhassen City Council — November 23, 2009 Len Simich: No. Well that's another good question. No, this was part of the brokered deal. The other parties that weren't talked about, because I try to forget. We have the, and I shouldn't, yeah I know you're on the TV. Your advisory committee to the TAB made it somewhat difficult to get this project completed within the budget that was available and some of the other things that were at play so we did strike a deal that should there come a time when we did need additional capacity that we would have the ability of 100 stalls of use during the day at Lake Ann. We also have property adjacent to Lake Ann so if it ever became an issue down the road where you know we're going into that and we don't have other locations out west, that is something that we could look at at that time but that was kind of the brokered deal that we have. Mayor Furlong: Okay. Councilwoman Tjomhom: Is there a time constraint on that? Len Simich: Yeah. Well we would be again using it, majority of our customers are coming back anywhere from about 4:00 to 6:00 so again we understand that at certain times of year when the baseball season and things like that, that 6:00 starts becoming on that envelope where we have some issues so we'd have to work those type of arrangements out. Really try to get those people that are either cutting their day short or not having that longer stay, use that location but I really don't think we're going to ever even get to that to be real honest. Councilwoman Tjomhom: Okay. Mayor Furlong: Okay. Any other questions? Very good, thank you. Len Simich: Thank you. Mayor Furlong: Appreciate it. What I want to do is try to make sure that we get as much information out here. I know we have a public hearing we have to go through and obviously there's public comment. We appreciate that too. I see we have representatives from Bloomberg Companies. Anything that you'd like to add this evening or to address the council? Good evening. Clayton Johnson: Sure. I'll be brief. Good evening. Mayor Furlong: Good evening. Clayton Johnson: I'm Clayton Johnson with the Bloomberg Companies and I'm here to speak in support of the ramp obviously after we've been working on it since, I think it was since 2002 somebody told me but. Mayor Furlong: How time flies when you're having fun. Yes, exactly. Clayton Johnson: Yeah I'm here tonight, along with our legal counsel John Rice and two of our major shareholders, Rita Bloomberg and Meta Devine and I'd just like to make a few comments and then be happy to answer any of your questions but Herb and Carol Bloomberg started the ER A Chanhassen City Council — November 23, 2009 Chanhassen Dinner Theater in 1968 and I think their children, and obviously we know they love the theater and their children have the same kind of emotional ties to the theater. We have seen it become nationally famous and actually a landmark in Chanhassen and to many it's how Chanhassen is identified. Herb always said he spent $500,000 a year advertising Chanhassen. The Bloomberg family wants to see the dinner theater survive and thrive for another 40 years. As a part of that commitment to do everything possible to assist various lease concessions have been made by the Bloomberg Companies to enable the theaters to weather the storm of the current economic conditions, and I think we all appreciate those issues. Theater ownership has been exploring, had been exploring a possibility of, as we've all heard, of going to the Mall of America and other locations. With that in mind we agreed to take on the special assessments of $750,000 which is rather kind of frightening given the current economic conditions and what we know is the unlikelihood that we're going to be able to develop anything in 2011. The theater's ownership and Bloomberg's agreed on a lease amendment with concessions, extension of the lease, assistance on capital improvements and an option to renew and an agreement to work together on the parking ramp, all of which we felt was necessary to get that, over that hurdle and get them extended to 2013. The ramp, this is what enabled the ramp transaction to take place and so you might ask what does a Southwest Metro parking ramp do for the dinner theater? Well first of all I think we all agree that it's going to be aesthetically pleasing. In fact we made some additional land contributions to the project in order to get what we felt was, and we're very pleased with the architectural rendering that we've seen. The second thing is that it will provide covered parking in inclement weather and provide access via an elevator and concrete walkway to the main theater. But beyond that the biggest advantage to the theater is, when we were going through the discussions with, about the Mall of America and so on we really looked hard at the economics of the theater and one thing was evident and that is that the success of the theater in the past has been greatly dependent on developing another source of revenue other than the theater and for those of you that may remember the Bronco Bar was the hottest attraction in Carver County back in the early days but it was a very profitable part of the venture. So what we need today is we need to improve, give them another source of revenue and that source of revenue is banquet revenue and that means Friday. It means Saturday night, weddings and events that are going to put a great demand on the parking that we currently have, so that's where the ramp will come in and help extend that stream of revenue that they so badly need. So the question is will the ramp project guarantee the future success of the theaters of Chanhassen? And much of that is outside of our control and outside of the control of the city. It's more, it's dependent on more than just the ramp project. But building the ramp certainly enhances the ability for the theater to survive. If the City were to be faced with the absence of the theater in the city, the ramp would be critical to the development of the 12.5 acres that are there that the theater occupies. You can illustrate the value of the parking ramp by this measure in that it takes about, it takes an acre of land to park 120 cars. So what we're doing when we pick up 440 spots, we're really adding 3 acres to this site in terms of it's potential development. Whether it be retail or housing or office or what have you. So in conclusion the ramp project and it's completion is important to both to the Dinner Theater and the City and we'd hope to have your support. Mayor Furlong: Very good, thank you. Any questions for Mr. Johnson? No? Very good. Thank you. Clayton Johnson: You bet. M. Chanhassen City Council — November 23, 2009 Mayor Furlong: Anyone else in terms of, associated with the project before we go to the general public hearing. At this point that would like to address the council? Alright at this point we do need to have a public hearing, is that correct? And the specific issue related to public hearing that we'd be happy to listen to other comments is what Mr. Oehme? Paul Oehme: Just in terms of the public improvement themselves. That's what we need to hold a public hearing for. Mayor Furlong: Okay. Alright, then at this time I will officially open the public hearing and invite all, any and all interested parties to come to the podium and address the council. Okay. Seeing none, without objection we'll close the public hearing then and bring it back to council for any additional questions or comments. Any questions for staff? I guess general question for staff. We have a number of items before us this evening. Site plan approval request with variances and preliminary and final plat, is that correct? Kate Aanenson: That's correct. Just preliminary. Todd Gerhardt: Just preliminary, not final. Kate Aanenson: Yes, just preliminary. Mayor Furlong: Okay because I thought the, I thought I read final somewhere in the staff report. Kate Aanenson: I believe the final plat is being fine tuned and we'll also look at the vacation of the utilities on your December 10 with the final plat on that meeting. Mayor Furlong: Okay so. Kate Aanenson: You're right, it did say it on the agenda but it will be on the 14th. Mayor Furlong: Just so we're clear, it's only the preliminary plat. Kate Aanenson: That's correct. Todd Gerhardt: That's correct. Mayor Furlong: This evening. Okay, and then there are a number of agreements as well between the various parties, including the city and I guess on that regard, do we want to take a few minutes and talk through those agreements or, I know there's one Mr. Gerhardt. Todd Gerhardt: Either or. I think if we go through the site plan approval and the council is approving of that site plan approval, then I think we can talk about the agreements. Mayor Furlong: Okay. 47 + Chanhassen City Council — November 23, 2009 Todd Gerhardt: I hate to get the agreements of the something you may not like. Mayor Furlong: That's fine. So we want to go through a site plan at this point? Kate Aanenson: Do you want to have a motion on the other first? Roger Knutson: Mayor, council? What I'd suggest is you listen to everything. Have your discussion and vote on all of it at once. Mayor Furlong: Okay. So we shouldn't, okay so that would move us to item B at this point which would be the site plan. Todd Gerhardt: Yes. Mayor Furlong: Okay, let's go there with the staff report. Kate Aanenson: Alright, I'm going to skip through a few of these slides because I believe you kind of have the framework put in place. So the request tonight on, is three actions. One is the preliminary plat, the site plan approval and then there's some variances with that. I'm going to skip through and go to the preliminary plat. I believe you saw this in a little bit different form but there's actually we're creating, it's 9.64 acres into 4 lots and 2 outlots. Lot 1, Block 2 will be the proposed parking ramp and will be for 420 cars replacing the current 120 parking spaces that are being used on surface. Lot 2, Block 1 will contain the Dinner Theater building. Lot 3, Block 1 will contain the, will contain the existing one story building. Lot 2, Block 1 will contain the historic train depot and Lot, Outlot A will contain the existing sign. And Outlot B, which is hard to see it from the Outlot A and B on the, maybe is Laurie could use your pointer there on Great Plains. Nope. Great Plains. Those lots right there. Those existing the Dinner Theater signs so this plat will clean up this existing area down there with, including the street right-of- way which I think the Kimley-Horn plan also showed. This shows a little bit clearer. This is the exact location then of the ramp itself. How it sits on the property and the road access that you saw before coming off of Great Plains Boulevard. This street will also, this street will tie into the private drive going through all the way out to Market Boulevard so there's the two way access. Access via into the parking ramp will be off of Market Street Station. There's also access on the upper level from the Dinner Theater parking lot with the change in grade and those are some of the modifications that Clayton Johnson spoke about that were made to the site. The Dinner Theater itself, the architecture, very well designed. Four stories. As I mentioned 420 parking stalls. This zoning district is Central Business District which has the highest the most uses that are permitted. Again there's no hard surface coverage requirement so this use does fit in there and the height requirement, so it does meet all those standards. I do have material boards here. Brick, smooth and rough face block. There is a stairwell that was talked about, so this face, the south elevation that you're looking at would be where the road is. If I can go back to this. So this would be the road going in front. That's that elevation on the top that you'd be seeing if you were to go down that road on the top slide. Then the east elevation would be, if you are on Great Plains Boulevard so you can see the entrance where we talked about getting into the Dinner Theater side and then also how you access into the Dinner, to the parking ramp from the Dinner Theater property. Again this, the design itself was well suited as we talked about earlier. Taking CI3 Chanhassen City Council — November 23, 2009 advantage of the grade. Pushing it up against that and also getting some visual interest for the back of the Dinner Theater. So the other side then facing the north would be facing the Dinner Theater side, and this is an area where there'd be the snow removal as there would be on the west end. So the west end would be facing Market Boulevard so as the people coming down Market Boulevard, which a lot of people do come in that entrance right now, will continue to come into that entrance there. The variance request then is for the parking stalls itself. To allow the parking spaces that are 8 1/2 feet wide as opposed to our 9 foot wide. The current station down in Southwest Village is the 9 foot. We did go visit, city staff and engineering department did go visit the Southwest Station and Eden Prairie and they have a smaller, smaller width and small narrow. A narrower drive lane. So our's is, our standard is 26 and this is actually a little bit shorter than that. The 24. In reviewing what Eden Prairie has because we kind of had now, kind of that little bit tighter and then the one that's at the Southwest Station, kind of the broadest range of the parking stalls and this is somewhere in the middle. Staff did support this variance, as did the Planning Commission based on the fact that the cars are sitting there. It's not, they're sitting and stationary all day. They pull in and there's no backing in and out like you would with the shopping center where there's a lot of movement so they felt comfortable allowing that. Again they gave the ability to reduce the landform and they could go more vertical but they felt comfortable giving the variances on the parking. Parking lot itself. Again on the architecturally you can see on this drawing here, the detail on the loading area. Again looking to the south, the landscaping in the front. That's where you'd get dropped off. If someone was to drop you off for the buses, and then you can see the turn around for the busing itself. So the buses will be coming off Great Plains and making that tum movement there. There was some discussion from the property owners across the street which I'll talk about in a second that had some concerns about access. They also had concerns about access sidewalk crossing in front of the entrance drive to the park and ride. Maybe you could point to that Laurie. The sidewalk up on the top if you were coming out of those elevators, crossing in front of the traffic, going into the park and ride itself. And you wanted to go to the Dinner Theater. If you came out of the elevator and wanted to cross the drive aisle and they just had some concerns about that so I think we just need to work that through the design itself just making sure people know that there's traffic coming in. If you were to park in the parking ramp and come out to go to the Dinner Theater, are you aware that that's a very active parking, a parking access point. That was one of the concerns that came up. Then on the site itself there was a variance for that. This is an off premise sign that staff supports this off premise sign. It needs to be 8 feet. The plan showed it 8 1/2 foot. The, we believe it is important to put on the site. It's identifying the location of the park and ride itself. This is, will be the main entrance for the buses and the like. People that are using it now coming off of Market Street Station, if there is an indicator there but it also provides that visibility. There is a logo on the building itself but it does identify the entrance so while it's an off premise sign, it's also a directional sign to help find the site itself so the staff does support that variance too. Jon Horn talked about the sidewalks on this property, the connectivity. I mentioned the sidewalk on the top. That we just wanted to make sure the, it's not related. That's on the Bloomberg properties and not part of the development of any public improvements but they just wanted to make sure that there's consideration for sidewalk there too as I indicated. If you're crossing in front of the main entrance to the park and ride. And the other. Mayor Furlong: And just for clarification. That's on the. 49 Chanhassen City Council — November 23, 2009 Kate Aanenson: Upper level. Mayor Furlong: Upper level where there surface parking is currently. Kate Aanenson: Exactly. Yep. Yeah. Just for queuing. Coming out at night. Elderly people. They just want to make sure that we think that through a little bit more on the safety on that. You can see the sidewalk going both stretches. There was a concern about crossing the street. People that may want to go across and I just want to visually kind of walk through that itself. There is, if you were to come off on the new sidewalk up to Great Plains, there is a crossing just north of the railroad tracks. That's marked there existing sidewalk, crosswalk. That does take you to a sidewalk across the street which would take you through the Remax property, up to the city's, the village hall, and then the Goddard School. There's also a crosswalk as you get up on Great Plains before you get to West 78th. Right at that kind of triangle there, which is a good, safe place to walk. Get you to that median point so there was a request for the staff to look at that but we believe that's the best place to cross instead of the middle of the intersection there where there's not a sidewalk. If you were to cross coming right out, go straight across on Great Plains, there's not a sidewalk on that side of the street so we think it's in place already the best place to make those crossing points with the greatest visibility so we believe that is already in place. And then I did want to mention Mayor, as you pointed out, this will be on for final plat on December 15th. 10, excuse me. In addition to that we need to vacate some utilities that have been noticed. We talked about the infrastructure improvements that will be taking place. Relocation of utilities so there is a drainage and utility easement that has been noticed for that December 10 so that would require a public hearing too so those have been noticed. Mayor Furlong: Okay, and we'll have that at the same time? Kate Aanenson: Correct. That's correct. So with that, the staff is recommending approval of the three motions for the variance, the preliminary plat and the site plan and all those conditions are left in the staff report. Mayor Furlong: Okay. Thank you. Any questions for staff on the site plan or any of these factors? Mr. McDonald. Councilman McDonald: How do you know I had a question? Mayor Furlong: I'm getting good at this finally. Councilman McDonald: Okay. By going to an 8 1/2 foot width, how many additional stalls does that add to the parking ramp? Kate Aanenson: That question was asked at the Planning Commission and... Len Simich: About 30. Kate Aanenson: Yeah. 50 Chanhassen City Council — November 23, 2009 Councilman McDonald: I guess as a consumer of parking ramps, one of the biggest bugaboos I have are parking ramps that try to you know accommodate additional stalls at the expense of the patrons. Their cars. I understand that you know the thing we're looking at here is people are going to be in transit, but there's also people going to be using this at other hours and when you begin to squeeze people into small slots, you create damage to cars. You create you know people get a little bit upset about this. I mean this just a big thing for me and I know that a lot of people share the frustration but I'm just, why would you do that for just 30 additional stalls? I mean I would think. Len Simich: Mayor, council member. Again very good question and it's not so much that we're trying to just squeeze some additional stalls in for the purpose of just getting additional stalls. We have to deliver 420 stalls per the agreement we have with MnDOT and given the constraints we have and the amount of property that we have to deal with, this was the best way that we could come up to meet that minimum threshold. Mayor Furlong: Another option would have been to add another partial layer or to go vertical, which I think is, as I read in the staff report was part of the accommodation that the City was looking for in terms of the height issue. Is that correct? Todd Gerhardt: Mayor, council members. I didn't think we had the option to go to another level. The reason we reduced it down from the 420 was that we couldn't meet budget. We had to building, a structured parking stall like this is anywhere from 6 to $10,000. To still meet the 520 stall requirement we proposed moving 100 of them out to Lake Ann where an asphalt stall is anywhere around 3 to 4,000 so to stay in budget we went back to the TAC board or the advisory board at Met Council and requested the change down to 420 and they were very hesitant to do that. However we were able to replace 100 out at Lake Ann. Len Simich: And again both are correct. I mean it was a height issue and a budget issue as well. Councilman McDonald: Okay, I just wanted to ask the question. I didn't really figure that we were going to be adding to the width but it's just, from the standpoint of someone who uses you know stalls and everything on cars, there's nothing worst than trying to squeeze into these small you know slots and stuff and people will be using this and carrying things back and forth to the car. I mean if what you know the Bloomberg Companies are wanting to do is to use this as a jumping board to some kind of retail development, you're going to have people carrying packages so that was just, I was wondering why. You've got a good reason and you know it's not going to 9 feet. I understand that but I just wish it had. Councilwoman Ernst: Don't go away Len. Len Simich: Oh, okay. Mayor Furlong: Councilwoman Ernst. 51 Chanhassen City Council — November 23, 2009 Councilwoman Ernst: I have a couple more questions. So at Southwest Station do they have lighting and security? I know they have lighting but do they have security cameras in there as well? Len Simich: Yes we have both and we have the Code Blue. Kind of the emergency, if you need to push that and it goes right to someone who is monitoring that. Councilwoman Ernst: So will that be the same for this? Len Simich: Yes. Yeah, we have the security consultant on board now that will be working with our architects in integrating all of that. Councilwoman Ernst: And then where will the existing customers that right, that take the park and ride today out of that parking lot, where will they go when this is all under construction? Len Simich: We're going to keep some service still in the area that we're serving today. Again when the demo occurs for the scene shop and things of that nature, it's going to be somewhat disruptive. The level of service isn't going to be as great. We're hoping, first we're hoping everybody stays with us. Second that they would go down to the Village where we have the ample space today and a beautiful station. Councilwoman Ernst: Okay, thank you. And then I have a question for you Kate. Or Paul, I'm not sure which. So do we anticipate having to put signal lights in? Kate Aanenson: Putting in what? Councilwoman Ernst: Signal lights. Kate Aanenson: No. Councilwoman Ernst: No? Paul Oehme: No it won't, I mean if a development would warrant a signal based upon our traffic study, we would request that the developer participate in the cost for a signal light but under this development we don't anticipate the need for a signal either at Great Plains or anywhere else in this area. Councilwoman Ernst: Okay. Thank you. Mayor Furlong: Good, thank you. Any other questions regarding the site plan? Todd Gerhardt: Mayor, council members. Kind of to just tag off on Paul's comment there. We're hoping with an improved secondary access onto Great Plains to the east, that may alleviate some of the traffic concerns that you may be seeing already at Market. So having that secondary access we felt was very important for this area to redevelop. 52 Chanhassen City Council — November 23, 2009 Councilwoman Ernst: Okay. Mayor Furlong: Very good. Anything else on the site plan? Or the plat. Okay. Next item here, item 6(c) deals with some of the agreements. Hopefully all of the agreements which are so let's defer now to Mr. Gerhardt and Mr. Knutson. Todd Gerhardt: Mayor, council members. For this project to move ahead we're going to have to approve approximately 5 agreements. The first agreement is a redevelopment agreement between Bloomberg Companies and the City of Chanhassen. The intent of this agreement is to create a tax increment financing district to reimburse Bloomberg Companies for their special assessments. This is the incentive for Bloomberg to assume these special assessments. It's limited to 10 years from the creation of the district and the district would be created later this year. What that would do is allow Bloomberg to recapture those special assessments against his property. If he develops the site with retail, apartments, offices, and the new taxes generated from those new developments would help to write down those special assessments. So we call that the redevelopment agreement between Bloomberg Companies and the City of Chanhassen. Bloomberg Companies have signed the attached agreement in here and staff recommends approval of that agreement. The next agreement is a cooperative agreement between the City of Chanhassen and Southwest Transit. Now this agreement in your packet we still need to make a few modifications to this agreement. Southwest was informed today that if they were to take ownership of any parcel of land or buildings in this area they would have to get a special appraisal since there are federal dollars involved so they have to justify the acquisition of any property as a part of their construction of this ramp. A way around this is to move that dollar amount associated with the scene shop back into an assessment to Southwest Transit so in doing so the agreement basically would be the same as it is shown to you today but it would not be Southwest intending to acquire the scene shop but to increase their assessment dollar amount based on the purchase price of that scene shop. So we need to modify that agreement. Both attorneys have to review that and make those changes. We are proposing to bring that back to you at your December 7`s budget hearing that we would have on Monday, December 7`s. The third agreement is a purchase agreement between Bloomberg Companies and the City of Chanhassen for several parcels. The first one would be the scene shop. The scene shop is a 9,000 square foot metal building. We would acquire the scene shop for a dollar amount of $300,000 and that cost would go back against Bloomberg Companies and Southwest Transit. The other acquisition as the map shows is the blue area for road right-of-way. Because we do not have a plat here we cannot take road right-of-way so we have to acquire it. And with that acquisition we've agreed to $8.20 a square foot so that's $286,008 to acquire the road right-of- way. And the last piece that we would be acquiring is the railroad depot. The railroad depot, we've been squatters here for several years and thanks to Bloomberg Companies and their board, they've allowed us to have the depot there and for as much as Herb thinks I got it backwards on site, we have come to an agreement again at the $8.20 a square foot to acquire that land so we can take ownership of the land underneath the railroad depot. And the fourth one is the assessment agreement between Bloomberg Companies and the City of Chanhassen. Basically what this assessment agreement is calling for is that Bloomberg Companies are agreeing to be assessed $726,548. That first payment would be due in 2010 and they would make those payments over an 8 year period at. 2012, sorry. And would make interest payments starting in February of 2010. At a rate of 6% until the unpaid balance is paid. Alright. And I have attached 53 Chanhassen City Council — November 23, 2009 the amortization schedule in your packet for you to see those payment schedules over the next 10 years. 8 years. 2 years of interest and 8 years of payments. Relocation agreements with Bloomberg Companies. You have two relocation agreements included in your packet. One for Bloomberg Companies and another one with International Theaters Corp. The Bloomberg Companies relocation is included in the land purchase price for the scene shop and the road right-of-way. The relocation for the scene shop, since they're a tenant in the building and the City has actively tried to purchase the building, they have thus qualified for relocation benefits and our relocation specialist has estimated the cost of that to be around $100,000. So withthat, that covers all the paperwork or the 5 or 6 agreements that I've just outlined. I open it up for any questions that the council may have on any of these agreements. As Roger has indicated he would like you to make one motion and to include that motion these agreements contingent upon approval of a cooperative agreement with Southwest Transit that we would bring back at your December 7's meeting. Mayor Furlong: Okay, any questions? We got through all those agreement summary in a matter of few minutes. You're not an attorney Mr. Gerhardt... An attorney would have taken more detail, right Mr. Knutson. Roger Knutson: It took more than a few minutes to prepare them all. Todd Gerhardt: I don't know. As soon as we gave him my deadline agreements got done Mayor Furlong: Thank you. Any questions on any of the agreements? Obviously it's a complex, complex relationship that's been documented here and I appreciate all the, all the people that participated. Any questions on the agreements? Okay. Anything else? That completes the items from presentations, correct? Or is there? Todd Gerhardt: There is, we did make a modification to the special assessment agreement. That should be sitting in front of you so the motion should reflect the special assessment agreement dated November 23`a with the changes included in that agreement. Mayor Furlong: Okay. Alright. Is there any other discussion or questions or would somebody like to proceed with the motion? Councilman McDonald: Well is it the three motions that are at the beginning of the packet because now you're talking about the agreements there and where do you do those? If a, b and c and I didn't see anything about the agreements. Roger Knutson: I would suggest, and you can just divide it up as many times as you want to but maybe the, if you wanted to approve 6(a) as a motion. You could approve them all in one motion. You could just read 6(a), 6(b) and then list off the various agreements where 6(c) with exceptions of cooperative agreement and then you would make your approvals subject to approval of, subsequent approval of the cooperative agreement. Mayor Furlong: Mr. McDonald, would you like to? 54 Chanhassen City Council — November 23, 2009 Councilman McDonald: So the thing that, I'm just trying to get it all straighten out. Mayor Furlong: Nope, that's fine. Councilman McDonald: Okay, so the thing that we would do is the proposed motions, the three of those, we would vote on those. Then the agreements we need to read separately? Roger Knutson: No. You could just read. If you want I can read a motion. Councilman McDonald: Sure, whatever. Help. Mayor Furlong: Mr. Knutson. Roger Knutson: A proposed motion would be City Council adopts the attached resolution ordering the project and authorizing preparation of plans and specifications for Chanhassen Transit Station park and ride Project 08-11 as set forth in the attached resolution. Council approves variance request, Planning Case 09-18, the preliminary plat, the site plan all subject to the conditions set forth in the resolutions and adoption of the Findings of Fact. Council approves the redevelopment agreement between Bloomberg Companies and the City of Chanhassen; the purchase agreement between Bloomberg Companies and the City of Chanhassen; and the assessment agreement between Bloomberg Companies and the City of Chanhassen; and the relocation agreements plural, all agreements subject to subsequent approval by the City Council of the cooperation agreement between the City of Chanhassen and Southwest Transit. Laurie Hokkanen: Isn't there a sixth one? Relocation agreement with... Roger Knutson: That's in the purchase agreement. Kate Aanenson: Can I get one clarification then. You mentioned the variance, preliminary plat, including site plan approval? Roger Knutson: And site plan approval. Did I forget site plan approval? Todd Gerhardt: And the special assessment agreement is the new one that was handed out. Councilwoman Ernst: Well good thing we have Roger. Councilman McDonald: I'll give it a shot but. Mayor Furlong: Would you just like to make that motion? Councilman McDonald: Okay, I'll make that motion. Mayor Furlong: Is that sufficient? Is there a second? We'll be here til midnight. Is there a second? 55 Chanhassen City Council — November 23, 2009 Councilwoman Ernst: Second. Mayor Furlong: Made and seconded. Alright. Any discussions on the motion? Any questions or clarification on any of the motions? Councilman Litsey: Perfectly clear. Mayor Furlong: Very good. If there is none, I'm going to add one comment here prior, before we get going and take a vote. It's clear which way this is going. It's the right way to go and that's approval of this. But there have been many hours spent by a number of people. Mr. Simich from Southwest Transit. Mr. Johnson from Bloomberg Companies and certainly Mr. Gerhardt from the City of Chanhassen. Having received various updates throughout those negotiations I can tell you that this has been an arms length negotiation process. Clearly there is, yet the common goal was to try to make, to improve transit opportunities for our residents and for residents around the area. To promote economic development and to really get a good project here in our downtown area. Developing and promoting our downtown economy is something that this council has made a significant commitment to. Continues to make that a priority and this is one of those steps in that direction so on behalf of the council and residents and businesses of Chanhassen, thank you to everybody involved and all the hard work and effort that's been put forth here. I know that there's been a lot of, a lot of accommodations on everyone's part as well as seeking to make sure that it works for everybody and glad that it does and we're here tonight. With that, if there's no other comments or discussion I would, we'll proceed with the vote for the motion as made and seconded. Resolution #2009-85: Councilman McDonald moved, Councilwoman Ernst seconded that the City Council order the project and authorizes preparation of plans and specifications for the Chanhassen Transit Station Park and Ride, Project 08-11. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilman McDonald moved, Councilwoman Ernst seconded that the City Council approves variance request #09-18 to allow parking spaces that are 81/2 feet wide and drive aisles that are 241/2 feet wide, as shown in plans dated received October 16, 2009, and including the attached Findings of Fact and Recommendation with the following condition: 1. Approval of the variance application is contingent upon approval of the final plat and site plan permit — Planning Case 2009-18." All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilman McDonald moved, Councilwoman Ernst seconded that the City Council approves the preliminary plat for Chanhassen Transit Station —Planning Case 09-18 as shown in plans dated received October 16, 2009, subject to the following conditions: 1. Outlot B shall be conveyed to the City we Chanhassen City Council — November 23, 2009 2. The preliminary plat must be revised to include the City's standard drainage and utility easements. 3. Existing public and private utilities must be encompassed by a ten -foot wide drainage and utility easement centered over the utility. 4. The main drive aisle dimensions to the parking ramp shown on Sheet C200 must be clarified. 5. The parking ramp and surface parking area shall be privately owned and maintained. 6. The sidewalks within Outlot B shall be maintained by SouthWest Transit. 7. The grading plan is incomplete. It must show the existing two -foot contours on the north and west side of the proposed construction limits. The proposed contours must tie in to the existing contours. 8. The proposed concrete spillway that would convey runoff from the western 25 to 50 feet of the parking lot on Lot 1, Block 1 must be eliminated from the design as it would direct runoff across a sidewalk. 9. The hydrology calculations must be revised to include the drainage area to the north, particularly the flared end section that discharges approximately 55 feet north of CB B. 10. The developer's engineer and the City's engineering consultant must coordinate their respective designs to ensure that the rate and volume control requirements are met. 11. Hydraulic calculations must be submitted with the final plat submittals. 12. The developer's engineer must work with the City's engineering consultant for the public street project to ensure that the City's storm sewer design will be able to accommodate the runoff from the parking ramp storm sewer. 13. A building permit is required for the proposed retaining wall. 14. It is the developer's responsibility to coordinate any small utility relocation with the appropriate utility company. 15. The utility plan must be changed to reflect the following: a. Show the directional flow arrows on existing and proposed utilities. b. Adjust the line work so that the proposed storm sewer can be seen on the plan. c. Show the connection to the existing storm sewer on the southwest corner of the construction limits. d. Include a note where the rain leaders connect to the existing storm sewer. 57 Chanhassen City Council — November 23, 2009 16. Full park fees shall be paid in lieu of parkland dedication and/or trail construction. The fees shall be collected for Lot 1 Block 1 (1.45 acres) as a condition of approval for Chanhassen Transit Station. The park fees shall be collected in full at the rate in force upon final plat submission and approval. The current park and trail fee charge for commercial property is $12,500 per acre. 17. All plans must be revised to reflect a continuous sidewalk along the north edge of Market Street. 18. The plat must be revised to include a 20 foot wide drainage and utility easement centered over the existing watermain within proposed Lot 1, Block 2. 19. Approval of the subdivision is contingent upon approval of the vacation of the drainage and utility easement. 20. The executed temporary easement agreement must be submitted before the final plat is recorded." All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilman McDonald moved, Councilwoman Ernst seconded that the City Council approves the site plan for the construction of the parking ramp and transit station for Planning Case 09-18 as shown in plans dated received October 16, 2009, subject to the following conditions: 1. The monument sign proposed on Lot 2, Block 1, shall not exceed 8 feet in height. 2. Only one logo shall be permitted along the east elevation. 3. Alighting plan that is in keeping with the approved standards shall be submitted to the City. 4. Approval of the Site Plan is contingent upon approval of the final plat and variance — Planning Case 2009-18. 5. Building Official Conditions: a. Elevatorbffice\lobby structure is required to have an automatic fire extinguishing system. b. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. Accessible routes must be provided to commercial buildings, parking facilities and public transportation stops. d. All parking areas, including parking structure, must be provided with accessible parking spaces. e. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss property line issues as well as plan review and permit procedures. 0 Chanhassen City Council — November 23, 2009 6. Inlet protection will be required on all conveyance systems —existing and proposed. 7. Concrete washout area needs to be shown on the plan set. 8. A note is to be added to sheet C-600 under the Dandy Bag detail to indicate that the bag must be cleaned out any time it reaches one-half the capacity. 9. The curb cut inlets to the rain garden should be made as wide as practicable. A minimum of eight feet is recommended to avoid concentrated flows and subsequent erosion. 10. The concrete spillway should be replaced with a vegetated swale. 11. All exposed soil areas must be stabilized within 7 days after the construction activity in that portion has temporarily or permanently ceased. 12. If any credits are to be applied to the SWMP fees, the drainage calculations should be revised to include the rain garden. 13. Total SWMP fees due at the time of final plat are $34,731.48. It is possible that a credit may apply for the rain garden feature. However, as the drainage calculations do not address what area is being treated in the rain garden, this credit cannot be calculated. 14. The plans shall show all existing utilities including but not limited to aboveground and underground electric lines and underground gas lines. Utility companies shall be contacted for locates. 15. Approval of the site plan is contingent upon approval of the vacation of the drainage and utility easement and abandonment of the existing utilities within the vacated area. 16. The applicant shall enter into a site plan agreement." All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilman McDonald moved, Councilwoman Ernst seconded that the City Council approve the following agreements contingent upon approval of the Cooperative Agreement with Southwest Transit: 1. Purchase Agreement between City of Chanhassen and Bloomberg Companies; 2. Redevelopment Agreement between City of Chanhassen and Bloomberg Companies; 3. Special Assessment Agreement between City of Chanhassen and Bloomberg Companies as amended on November 23, 20909; 4. Resolution #2009-86: Resolution Waiving Approval by the Planning Commission and Accepting the Deed from the Economic Development Authority; 5. Relocation Agreements. All voted in favor and the motion carried unanimously with a vote of 5 to 0. 59 CITY OF 7700 Market Boulevard PO Boz 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952 227.1180 Fax: 952.227.1190 Engineering Phone: 952 227.1160 Fax: 952.227.1170 Firwin Phone: 952227.1140 Fax: 952.227.1110 IPA 8 Remation Phone: 952.227.1120 Fax: 952.227.1110 Rewatiar Cerner 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 8 natural Rewim Phone: 952.227.1130 Fax: 952.227.1110 Rrbk Yfaks 1591 Park Road Plane: 952.227.1300 Fax: 952.227.1310 Semar Cerner Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.d.ohanhassen.mn.us MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Sharmeen AI-Jaff, Senior Planner Alyson Fauske, Assistant City Engineer DATE: November 23, 2009 Dk(®� SUBJ: Request for Preliminary Plat and Site Plan Approval with Variances for the Construction of a Parking Ramp on Property Zoned Central Business District — Chanhassen Transit Station Planning Case 09-18 PROPOSED MOTIONS: A. "The City Council approves Variance request — Planning Case 09-18 to allow parking spaces that are 81/2 feet wide and drive aisles that are 241/2 feet wide, as shown in plans dated received October 16, 2009, subject to the condition as specified on page 21 of the staff report." B. "The City Council approves the Preliminary Plat for Chanhassen Transit Station — Planning Case 09-18 as shown in plans dated received October 16, 2009, subject to conditions as specified on pages 21-22 of the staff report." C. "The City Council approves the Site Plan for the construction of the parking ramp and transit station for Planning Case 09-18 as shown in plans dated received October 16, 2009, subject to the conditions as specified on pages 22-23 of the staff report." And adoption of the attached Findings of Fact. EXECUTIVE SUMMARY The request consists of multiple applications to facilitate the construction of a four-story parking ramp. It includes site plan approval for the construction of the structure, a variance to the width of the parking stall and drive aisles within the ramp, and preliminary plat to replat 9.64 acres into four lots and two outlots. The site is located south of West 78th Street, west of Great Plains Boulevard, and north of the Twin Cities and Western Railroad. Access to the site will be gained off of Market Street which is proposed to be extended from the west to intersect with Great Plains Boulevard. Access to the ramp can be gained via the Dinner Theatre parking lot to the east or Market Street to the west. The site is zoned Central Business District (CBD). Chardrassen is a Cemmurity for lite - Providing for Today and Planning for Tomorrow &b Todd Gerhardt Chanhassen Transit Station November 23, 2009 Page 2 SouthWest Transit currently operates a one -acre park-and-ride facility with 120 parking spaces within the subject site. This facility will be replaced with a 420 -stall parking ramp. Staff regards the project as a well-designed development. The City has envisioned a parking ramp in this location since the 1980's. This area is the heart of downtown and as the community grows, the demands on downtown and the services it provides will grow too. This parking ramp will provide for the continuously increasing number of bus riders while the street extension and utility upgrade will maximize the future development opportunities surrounding the Dinner Theatre. Based upon the foregoing, staff is recommending approval of the site plan, subdivision, and variances with conditions as outlined in the staff report. ACTION REQUIRED City Council approval requires a majority of City Council present. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on November 17, 2009 to review the proposed development. The Planning Commission voted 6 to 0 to approve the request. The summary and verbatim minutes are item 1 a of the City Council packet. ISSUES AND UPDATES SINCE THE PLANNING COMMISSION MEETING: During the Planning Commission meeting, Mr. Fred Riese, the owner of the Goddard School, requested the addition of a crosswalk across Great Plains Boulevard. There are currently two crosswalks across Great Plains Boulevard within this vicinity. The existing crosswalks provide connections between sidewalks within the public right of way and are located as follows: a) At the signal at West 78th Street and Great Plains Boulevard. This crosswalk is approximately 280 feet north of the Goddard School access. b) North of the railroad tracks. This crosswalk is approximately 130 feet south of the Goddard School access. Staff does not support a crosswalk across Great Plains Boulevard, connecting the transit station access and the Goddard School/Seattle Sutton/Remax access since there is no sidewalk on the Todd Gerhardt Chanhassen Transit Station November 23, 2009 Page 3 east side of Great Plains Boulevard at this location. Staff does not support a crosswalk connecting a public sidewalk to a private driveway. Mr. Riese also inquired if the utility upgrade will impact any of the utilities on his property. Staff assured him that there should be no interference. RECOMMENDATION Staff recommends adoption of the motions as specified beginning on pages 21 through 23 of the staff report dated November 17, 2009. ATTACI UMENT 1. Planning Commission Staff Report Dated November 17, 2009. gAplan\2009 planning cases\09-1 S chanhassen station park and tidetexecutive samtnary.doc CITY OF CHANHASSEN PROPOSED MOTIONS: PC DATE: November 17, 2009 CC DATE: November 23, 2009 1 REVIEW DEADLINE: December 15, 2009 CASE #: 09-18 Chanhassen Transit Station BY: Al-Jaff, et al. A. "The City Council approves Variance request — Planning Case 09-18 to allow parking spaces that are 8%2 feet wide and drive aisles that are 24%2 feet wide, as shown in plans dated received October 16, 2009, subject to the condition as specified on page 20 of the staff report." B. "The Planning Commission FeeewAaends City Council approves the Preliminary Plat for Chanhassen Transit Station — Planning Case 09-18 as shown in plans dated received October 16, 2009, subject to conditions as specified on pages 20-21 of the staff report." C. "The Plapmiag GeffiirAssion revommendq City Council approves the Site Plan for the construction of the parking ramp and transit station for Planning Case 09-18 as shown in plans dated received October 16, 2009, subject to the conditions as specified on pages 21-22 of the staff report.19 and adoption of the attached Findings of Fact. PROPOSAL: Request for Preliminary Plat and Site Plan Approval with Variances for the construction of a parking ramp — Chanhassen Transit Station. LOCATION: South of West 78d Street, west of Great Plains Boulevard, and north of the Twin Cities and Western Railroad. APPLICANTS: Walker Parking Consultants SouthWest Transit City of Chanhassen. 1660 South Hwy 100, Suite 350 13500 Technology Drive 7700 Market Boulevard Minneapolis, MN 55416 Eden Prairie, MN 55344 Chanhassen, MN 55317 (952)595-9116 (952)974-3101 (952)227-1100 PRESENT ZONING: Central Business District (CBD) 2030 LAND USE PLAN: Commercial ACREAGE: 9.64 Acres DENSITY: N/A Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 2 of 24 SUMMARY OF REQUEST: The applicants are requesting site plan approval for the construction of a parking ramp with a variance to the width of the parking stalls and drive aisles, and replat of 9.64 acres into four lots and two outlots. Notice of this public hearing has been mailed to all property owners within the required 500 feet. Staff is recommending approval of the request with conditions. LEVEL OF CITY DISCRETION IN DECISION MAKING: The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. SUMMARY The request consists of multiple applications to facilitate the construction of a four-story parking ramp. It includes site plan approval for the construction of the structure, a variance to the width of the parking stall and drive aisles within the ramp, and preliminary plat to replat 9.64 acres into four lots and two outlots. The site is located south of West 78m Street, west of Great Plains Boulevard, and north of the Twin Cities and Western Railroad. Access to the site will be gained off of Market Street which is proposed to be extended from the west to intersect with Great Plains Boulevard. Access to the ramp can be gained via the Dinner Theatre parking lot to the east or Market Street to the west. The site is zoned Central Business District (CBD). Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 3 of 24 SouthWest Transit currently operates a one -acre park-and-ride facility with 120 parking spaces within the subject site. This facility will be replaced with a 420 -stall parking ramp. Staff regards the project as a well-designed development. The City has envisioned a parking ramp in this location since the 1980's. This area is the heart of downtown and as the community grows, the demands on downtown and the services it provides will grow too. This parking ramp will provide for the continuously increasing number of bus riders and maximize the future development opportunities surround the Dinner Theatre. Based upon the foregoing, staff is recommending approval of the site plan, subdivision, and variances with conditions as outlined in the staff report. The following is a summary of the requests: APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article II, Division 3, Variances Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, ARTICLE XVIII. "CBD" CENTRAL BUSINESS DISTRICT Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial, and Office - Institutional Developments Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 4 of 24 I. SUBDIVISION The first request is for the replat of 9.64 acres into four lots and two outlots. Lot 1, Block 1, will contain the proposed parking ramp. There are currently 120 parking spaces that will be replaced with a 420 -stall parking ramp. Lot 2, Block 1 will contain the Dinner Theatre Building. Lot 3, Block 1, will contain an existing one-story building. Lot 1, Block 2 will contain the historic train depot. Outlot A will contain an existing sign and Outlot B will be occupied by the extension of Market Street. 1. Site Plan: The second request is for a site plan. There is no maximum hard surface coverage or a height limit in this district. The overall design of the parking ramp is attractive and utilizes high-quality materials. These materials include brick and smooth and rough -face block. The stairwell into the parking ramp is made of glass which adds an element of transparency. Trellises are added to the overall design to give the building an element of interest. Access to the ramp is provided from the Dinner Theatre to the east and Market Street to the west. 2. Variance The variance is to allow parking spaces that are 8'/x feet wide and drive aisles that are 24%: feet wide. The City Code requires parking spaces to maintain a width of 9 feet and drive aisles to maintain a width of 26 feet. Staff visited the SouthWest Station located in Eden Prairie. The � 7 � UIX ip 1. Site Plan: The second request is for a site plan. There is no maximum hard surface coverage or a height limit in this district. The overall design of the parking ramp is attractive and utilizes high-quality materials. These materials include brick and smooth and rough -face block. The stairwell into the parking ramp is made of glass which adds an element of transparency. Trellises are added to the overall design to give the building an element of interest. Access to the ramp is provided from the Dinner Theatre to the east and Market Street to the west. 2. Variance The variance is to allow parking spaces that are 8'/x feet wide and drive aisles that are 24%: feet wide. The City Code requires parking spaces to maintain a width of 9 feet and drive aisles to maintain a width of 26 feet. Staff visited the SouthWest Station located in Eden Prairie. The Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 5 of 24 parking spaces have been striped at a width of 8%: feet and the drive aisles at 20 feet. Individuals park once in a ramp and then leave; versus individuals who park on a surface lot and may choose to drive from one store to another, even if the destinations are within walking distance. Traffic movement in a ramp is substantially less than a parking lot. Also, the land available for building the ramp is limited and staff directed the applicant to limit the height of the building. As such, staff is in support of this variance and is recommending approval with conditions. In 2006, SouthWest Transit secured $7 million in federal funds to be used for the construction of a new park-and-ride facility in downtown Chanhassen. In order for this to occur, the City is entering into a cooperative agreement with SouthWest Transit. The following is an outline of the responsibilities of the two parties: City of Chanhassen Responsibilities: a. Phase IA Improvements: Clearing and grubbing, retaining wall construction, acquisition of road right-of-way, and demolition of the scene shop. All of the work will be assessed to Bloomberg Companies (51%) and SouthWest Transit (491/6). b. Phase 113 Improvements: Scene shop relocation expenses ($100,000), watermain relocation ($77,500), and sanitary sewer relocation ($52,800) for a total of $230,300. This amount would be the sole responsibility of the City of Chanhassen. SouthWest Transit Responsibilities: a. Phase II Improvements: Construction of the street improvements, sidewalks, street lights, and storm sewer improvements. b. Construction of a not -less -than 400 -stall parking ramp. c. Payment of 49% of the street assessments totaling $710,551. Also, as part of this project, the Federal Highway Administration, Minnesota Department of Transportation, and SouthWest Transit Authority commissioned a Phase II Architectural History Investigation to evaluate if the Chanhassen Dinner Theatre is eligible for listing the National Register of Historic Places in relation to the proposed parking structure project. The study concluded that the Chanhassen Dinner Theatre is not eligible for listing on the National Register of Historic Places. The following is an excerpt of the Introduction and Summary and Conclusion prepared by William E. Stark, Principal Investigator with Stark Preservation Planning LLC.: Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 6 of 24 L0I7VTRODUCTION In September 2009, the Minnesota Department of Transportation (Mn/DOT) Cultural Resources Unit (CRU) and the South West Transit Authority requested the evaluation of the Chanhassen Dinner Theatre at 501 West 78`h Street, Chanhassen, Minnesota (CR - CHC -044) for its eligibilityfor listing in the National Register of Historic Places (NRHP) in relation to the proposed parking structure project (SP. 91-080-06). The project will be receiving funding from the Federal Highway Administration (FHWA), and therefore must comply with Section 106 of the National Historic Preservation Act of 1966, as amended. Mn/DOT CRU serves as the project manager for the Section 106 process. The proposed project is adjacent to the Chanhassen Dinner Theatre (501 West 78th Street, Chanhassen; constructed in 1968) and also entails the acquisition of property related to the theater. Stark Preservation Planning LLC, with William E. Stark as Principal Investigator, conducted the investigation. This report outlines the methods of the investigation, the description, history, context and evaluation of the theater complex, and conclusions. Mn/DOT has requested a Phase H evaluation of the theater complex to determine its eligibilityfor listing in the National Register of Historic Places (NRHP). Because it is less than 50 years of age, the property would need to meet NRHP Criterion Consideration G in order to be considered eligible. 4.0 SUMMARY AND CONCLUSIONS In September 2009, the Minnesota Department of Transportation (Mn/DOT) Cultural Resources Unit (CRU) and the South West Transit Authority requested the evaluation of the Chanhassen Dinner Theatre at 501 West 78`h Street, Chanhassen, Minnesota (CR - CHC -044) for its eligibilityfor listing in the NRNP in relation to the proposed parking structure project (S P. 91-080-06). Stark Preservation Planning LLC, with William E. Stark as Principal Investigator, conducted the investigation. Mn/DOT has requested a Phase II evaluation of the theater complex to determine its eligibilityfor listing in the NRNP. Because it is less than 50 years of age, the property needs to meet NRHP Criterion Consideration G in order to be considered eligible. The Chanhassen Dinner Theater was constructed in 1968. It was owned, designed and operated by Herb Bloomberg, a Chanhassen housing developer and entrepreneur. His wife, Carol Bloomberg, was also involved with the business operations and interior design. The dinner theater opened as an entertainment complex, offering theater, music, dining, drinking and retail opportunities. By 1978, it was operating four stages, with over 30 dinner/theater combination performances per week year round. The theater and Bloomberg significantly shaped the growth of Chanhassen, helping to transform it from a sleepy farming community to a developed suburb. The theater complex became among the largest in the nation and employed more Equity union members than any other dinner theater, and played an important role in introducing people to professional theater and in contributing to the vitality of the Twin Cities theater community. The Bloomberg family Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 7 of 24 sold the theater operation in 1989, but retained ownership of the real estate and building. The Chanhassen Dinner Theatres continue to operate and play an important role in Chanhassen economy. The Chanhassen Dinner Theatre property was given important consideration for significance under NRNP Criteria A, B and C, and within the framework of Criteria Consideration G for properties less than 50 years of age. Under Criterion A, the lack of historical perspective and scholarly works for the dinner theater industry could not support the justification for exceptional importance of Criterion Consideration G. The passage of time and/or the development of historical contexts may, in the future, support designation for this property. It is likely that the property would be considered significant under Criterion A once it has aged 50 years. Herb Bloomberg was found to be a person with potential significance for his contributions to Chanhassen's development. His home, rather than the dinner theater, was the place most closely associated with his work and career. Under Criterion C, the theater building designed by Bloomberg is recommended not to be the work of a master, and unlikely to meet exceptional importance criteria for the distinctive characteristics of a type. The property is therefore recommended as not eligible for listing in the NRHP. No further work is recommended. SITE PLAN The site plan request is for a parking ramp. It is proposed to be located north of the railroad, west of Great Plains Boulevard, and south of the existing Dinner Theatre building. There is a droP in elevation between the Der inn Theatre parking lot located to the east and the building pad for the ramp. This provided for an opportunity to set the ramp into the hill and tie the second floor into the Dinner Theater parking lot. Access to the ramp is gained via the Dinner Theatre Parking lot to the east and Market Street to the West. The design of the ramp and the station is attractive and is proposed to be constructed of high- quality materials. They include brick and smooth and rough -face block. The stairwell into the parking ramp is made of glass which adds an element of transparency. Painted steel trellis will be used along the upper portion and wood along the bottom portion of the south elevation which will provide additional elements of interest. The north elevation has the least level of detail; however, it is least visible by the public. The ramp will consist of four decks. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 8 of 24 SOUTH ELEVATION WEST ELEVATION EAST ELEVATION 1 X111 �►%r11ICl��i LIGHTING/SIGNAGE The plans do not include a lighting plan. All street lights must be consistent with those used along Market Street. A lighting plan that is in keeping with the approved standards shall be submitted to the City. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 9 of 24 The signs for this project include: One off -premise monument sign. This sign is proposed to average 8'/: feet in height. The city code limits the height to 8 feet. The applicant shall revise the plans accordingly. The City has agreed to allow this sign to be located on proposed Lot 1, Block 2 which houses the historic train depot. The sign will face Great Plains Boulevard and maintain a 10 -foot setback from property lines. The sign will only contain the name and address of the ramp. It will serve as a directional sign alerting drivers to the location of the Iteed t b —;.4U1 from ei w Huuaw S*c •,,,••.... nacKu ,wsca cur Spp cwvuc,cus. -- ; - ---_r, L_ ramp. n s o a visa e main streets. Staff is recommending approval of the location. The parking ramp and station are proposing a "SW" logo on the south, east and west elevations. The east elevation is showing two "SW" logos and a sign identifying the name of the station. Staff is recommending the applicant limit the logos to one along the east elevation. The proposed logos have dimensions of 48"x32" (10.66 square feet). The wording SOUTHWEST TRANSIT is spelled out above the vehicular entrances into the ramp. The letters are proposed to be 12 inches high. ARCHITECTURAL COMPLIANCE Size, Portion and Placement Entries: The building has pronounced entrances. Articulation: The building incorporates adequate detail and has been very tastefully designed. The architectural style is unique to the building but will fit in with the surrounding area. The building will provide a variation in style through the use of brick, glass and block. The building utilizes exterior materials that are durable and of high quality. Samples of the materials will be made available at the meeting. Renderings are shown in this report. Signs: All signage must meet comply with City Code. Material and Detail High quality materials are being used on all buildings. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 10 of 24 Color The colors chosen for the building are earth tones. The selection is unique, but blends in with the surrounding buildings. Height and Roof Design There is no maximum building height in Central Business District. The ramp averages a height of 44 feet. The roofline is staggered, adding articulation to the design of the building. All rooftop equipment must be screened from views. The ordinance requires a pitched element on buildings. There are canopies, trellises, and staggered rooflines on the ramp. It complies with this requirement. Facade Transparency This is a parking ramp. The applicant has designed the structure to introduce glass whenever possible. The parking decks exceed this requirement. Loading Areas, Refuse Areas, etc. The trash enclosure is located inside the ramp structure. Recycling space and other solid waste collection space should be contained within the same enclosure. SITE PLAN FINDINGS In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: (1) Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; (2) Consistency with this division; (3) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; (4) Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; (5) Creation of functional and harmonious design for structures and site features, with special attention to the following: a. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 11 of 24 b. The amount and location of open space and landscaping; c. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and d. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. (6) Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed development is consistent with the City's design requirements, the comprehensive plan, the zoning ordinance, the design standards, and the site plan review requirements with the exception of the width of drive aisles and parking stalls which will require a variance. Staff is recommending approval of the request. The site design is compatible with the surrounding developments. It is functional and harmonious with the approved development for this area. Staff regards the project as a reasonable use of the land. The overall design is sensitive to the City's image. Based upon the foregoing, staff is recommending approval of the site plan with conditions outlined in the staff report. WETLANDS A review of available data including the Chanhassen SWMP, NWI, and aerial photography does not indicate the presence of any wetlands on or adjacent to the site. LAKES AND RIVERS The proposed project is not located within a Shoreland Overlay District. EROSION AND SEDIMENT CONTROL AND DRAINAGE The total land disturbance associated with the proposed project exceeds the minimum threshold for "small construction activity." Therefore, a NPDES Phase II permit to discharge stormwater associated with construction activities is required. This permit must include the General Contractor responsible for day -today operations of the site and the owner. This should be noted on the SWPPP included with the plan submittal. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 12 of 24 Sheet C-600 includes a detail for the Dandy Bag II® to be used as inlet protection. The City discourages the use of these because of the frequency with which we have observed materials spilled into the system upon removal. If these are to be used, they should be cleaned out with a frequency at least adequate to assure that they never exceed one-half capacity. The plan calls for a concrete spillway to be used westerly on the property. City staff recommends the use of a vegetated swale with turf reinforcement mat to decrease rates, promote infiltration and to filter sediment. The plan shows curb cuts approximately 36" in width. It has been staffs observation, as well as reported by others, that a curb cut this narrow results in a concentrated flow and subsequent head cutting and channel incision at the inlets. Curb cuts at least 8 feet in width are recommended. Further, it has been staffs' experience that the use of rip -rap at the inlet poses future maintenance problems. The use of a fescue (or other similar) sod at the inlet is recommended. Soils within the City of Chanhassen are known to have high clay content. The use of in situ materials is counterproductive to infiltration. As such, a 70% sand and 30% compost mixture is suggested. SURFACE WATER MANAGEMENT PLAN (SWMP) CONNECTION CHARGES SWMP Fees will only be applied to Lot 1, Block 1 and will not include any public right-of-way. The drainage calculations do not indicate what portion of the watershed is directed to the rain garden. As a result, staff is unable to calculate what credits, if any, should be applied to the project. Water Quality Fees The fees for water quality are $6,820.00 per acre. Based upon the commercial land use of the property and an area of Lot 1, Block 1 of 1.43 acres, the water quality fee due at the time of final plat is $9,779.78. Water Quantity Fees The fees for water quantity for commercial property are $17,400.00 per acre. Based upon the land use type and a lot area of 1.43 acres, the water quantity fee due at the time of final plat is $24,951.60. Total SWAP fees due at the time of final plat are $34,731.48. It is possible that a credit may apply for the rain garden feature. However, as the drainage calculations do not address what area is being treated in the rain garden, this credit cannot be calculated. OTHER AGENCIES The applicant shall apply for and obtain permits from the appropriate regulatory agencies and comply with their conditions of approval. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 13 of 24 ACCESS AND SITE CIRCULATION A traffic study was completed for this site. The study identified the increase in traffic volume at the intersection of Market Street/Market Boulevard and the intersection of the parking ramp access/Great Plains Boulevard. Based on the predicted peak traffic volumes identified in the report, the majority of the traffic will access the site via the Market Street/Market Boulevard intersection. The traffic study recommends that the parking ramp access to Great Plains Boulevard be constructed as a two-lane approach: a left turn/through lane and an exclusive right tum lane. These turn lanes will be constructed with the City street project. Due to anticipated increased traffic at the Market Street/Market Boulevard intersection, the traffic study included an analysis to determine if a traffic signal is warranted at the intersection. Based on the projected traffic volumes, this intersection would not meet signal warrants. The intersection will be monitored in the future to re-evaluate the signal wan -ants. The main drive aisle dimensions to the parking ramp shown on Sheet C200 must be clarified. The minimum drive aisle width for two-way traffic is 26 feet, per City Code. The drive aisles on the west side of the construction limits are proposed to be 22 feet. Staff supports the proposed width at this location since it is consistent with the existing condition. The west entrance of the parking ramp does not align with the drive aisle to the west. The entrance to the ramp is fixed since it aligns with the main drive aisle in the ramp; it is not desirable to have all traffic make a turn immediately after entering the ramp. The surface parking lot to the west of the ramp cannot be easily reconfigured to align with the ramp entrance. The surface parking lot configuration is such that there will not be a large volume of vehicles using this particular drive aisle. Based on these observations, staff is not concerned that the west entrance of the parking ramp does not align with the drive to the west. The parking ramp and surface parking area will be privately owned and maintained. The future public road within proposed Outlot B will be owned by the City. The City and SouthWest Transit are discussing who should be responsible for snowplowing this segment of public road. An agreement with the City will be executed should SouthWest Transit agree to snowplow this roadway. The sidewalks within Outlot B shall be maintained by SouthWest Transit. GRADING AND DRAINAGE The grading plan is incomplete. It must show the existing two -foot contours on the north and west side of the proposed construction limits. The proposed contours must tie in to the existing contours. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 14 of 24 The proposed concrete spillway that would convey runoff from the western 25 to 50 feet of the parking lot on Lot 1, Block 1 must be eliminated from the design as it would direct runoff across a sidewalk. The developer's engineer has submitted hydrology calculations for the site. The calculations reflect the construction area, not the actual tributary drainage area. The hydrology calculations must be revised to include the drainage area to the north, particularly the flared end section that discharges approximately 55 feet north of CB B. Runoff from the site currently is conveyed to the stormwater pond that lies south of the Cub Foods store located on the west side of Market Boulevard, south of the railroad tracks. The proposed development slightly increases the volume and peak discharge to the storm pond. The runoff from the proposed development will enter into the public storm sewer that will be constructed with the public street project. The developer's engineer and the City's engineering consultant must coordinate their respective designs to ensure that the rate and volume control requirements are met. Hydraulic calculations must be submitted with the final plat submittals. The developer's engineer must work with the City's engineering consultant for the public street project to ensure that the City's storm sewer design will be able to accommodate the runoff from the parking ramp storm sewer. RETAINING WALLS A retaining wall is proposed on the north side of the passenger loadingtunloading area. The retaining wall reaches a maximum height of 11.3 feet at the west side. A building permit is required for this retaining wall. UTILITIES The developer does not propose to install public utilities with this project. Some small utilities will be relocated with this project; it is the developer's responsibility to coordinate this work with the appropriate utility company. There are existing drainage and utility easements over these existing utility lines that must be vacated. The vacation will appear before the City Council on December 14, 2009. Approval of the fmal plat and site plan is contingent upon approval of the vacation. The sewer and water services to the proposed building will extend from laterals that will be relocated with the City's street and utility project. City Staff and the developer will continue to coordinate the utility plans to ensure continuity between the two projects. The utility plan must be changed to reflect the following: a) Show the directional flow arrows on existing and proposed utilities. b) Adjust the line work so that the proposed storm sewer can be seen on the plan. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 15 of 24 c) Show the connection to the existing storm sewer on the southwest comer of the construction limits. d) Include a note where the rain leaders connect to the existing storm sewer. The new building is subject to the sanitary sewer and water hookup charges based on the Metropolitan Council's SAC unit determination. These fees are collected with the building permit and are based on the rates in effect at the time of building permit application. The party applying for the building permit is responsible for payment of these fees. LANDSCAPING Minimum requirements for landscaping include 3,240 square feet of landscaped area around the parking lot, and 13 trees for the parking lot. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table: Required Proposed Vehicular use landscape area 3,240 sq. ft. >3,240 sq. ft. Trees/parking lot 13 trees 19 trees Applicant meets minimum requirements for trees and landscaping in the parking lot area. The applicant has limited planting opportunities and has maximized the available spaces with a good selection of species. The mostly native choices complement the design at the SouthWest Village park-and-ride station located in town along Highway 212. There are no plantings proposed for the north side of the building due to limited space and availability of direct sunlight. PARKS This property is located within the community park service areas for City Center Park and Lake Susan Park. Visitors to the Chanhassen Transit Station have convenient access to these park locations from the downtown area. The Transit Station will be connected to both City Center Park and Lake Susan Park by an existing off-street trail and sidewalk grid. City Center Park is 12 acres in size and features ball fields, playgrounds, basketball courts, trails, a skateboard park, and winter hockey and ice skating. The property also houses City Hall, the Main Fire Station, and the Library. Many of the city's special events, including the 4' of July Celebration, Huffman 5K Run, Farmers Market and Summer Concert Series are hosted at the park. Lake Susan Park is 34 acres in size and contains a public water access, fishing pier, extensive off-street walking trails, a Community Park Service Areas Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 16 of 24 community ball field, picnic areas, two large playgrounds, and ample parking. No additional parkland acquisition is being recommended as a condition of this subdivision. III The Chanhassen Transit Station will be afforded convenient access to the city's comprehensive trail system. Extensive public trails can be accessed in all directions upon leaving the subject property through utilization of downtown streets and walkways. Accessible public walkways, bicycle racks and other pedestrian -oriented improvements should be incorporated as integral features in the new transit station project. No additional trail construction is being recommended as a condition of approval of this subdivision. SHDWALK The plans reflect a sidewalk running along the north edge of the extension of Market Street. The preliminary plat drawing is missing the extreme east and west segments of the sidewalk. The applicant has been made aware of this. All plans must be revised to reflect a continuous sidewalk along the north edge of Market Street. Bike Trails '�. Essnro.y F.Tr Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 17 of 24 During the Planning Commission meeting, the owner of the Goddard School requested the addition of a crosswalk across Great Plains Boulevard. There are currently two crosswalks across Great Plains Boulevard within this vicinity. The existing crosswalks provide connections between sidewalks within the public right of way and are located as follows: a) At the signal at West 78'h Street and Great Plains Boulevard. This crosswalk is approximately 280 feet north of the Goddard School access. b) North of the railroad tracks. This crosswalk is approximately 130 feet south of the Goddard School access. Staff does not support a crosswalk across Great Plains Boulevard, connecting the transit station access and the Goddard School/Seattle Sutton/Remax access since there is no sidewalk on the east side of Great Plains Boulevard at this location. Staff does not support a crosswalk connecting a public sidewalk to a private driveway. 2. VARIANCE The applicant is requesting a variance to allow parking spaces that are 8'/z feet wide and drive aisles that are 24'h feet wide. The City Code requires parking spaces to maintain a width of 9 feet and drive aisles to maintain 26 feet. Staff visited SouthWest Station located in Eden Prairie and observed the parking spaces have been striped at a width of 8'h feet and the drive aisles at 20 feet. Individuals park once in a ramp and then leave versus individuals who park on a surface lot and may choose to drive from one store to the other, even if the destinations are within walking distance. Traffic movement in a ramp is substantially less than a parking lot. Also, the land available for building the ramp is limited and staff directed the applicant to limit the height of the building. As such, staff is in support of this variance and is recommending approval with conditions. VARIANCE FINDINGS The Board of Adjustments and Appeals shall not recommend and the City Council shall not grant a variance unless they find the following facts: Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 18 of 24 a) That the literal enforcement of this chapter would cause an undue hardship. Undue hardship means that the property cannot be put to reasonable use because of its size, physical surroundings, shape or topography. Reasonable use includes a use made by a majority of comparable property within 500 feet of it. The intent of this provision is not to allow a proliferation of variances, but to recognize that there are pre-existing standards in this neighborhood. Variances that blend with these pre-existing standards without departing downward from them meet these criteria. Findine: The literal enforcement of this chapter does cause an undue hardship. Due to the fact that ramps do not generate heavy traffic movement, the additional width is not warranted. Also, the existing parking lot has these same dimensions. The proposed ramp will not deviate from that standard. b) The conditions upon which a petition for a variance is based are not applicable, generally, to other property within the same zoning classification. Fin in: The conditions upon which this variance is based are not applicable to all properties that lie within the District. c) The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel of land. Finding: The proposed variance is necessary to accommodate the wishes of the City to limit the height of the building. d) The alleged difficulty or hardship is not a self-created hardship. FindinE: The proposed variance is necessary to accommodate the proposed building within the site. e) The granting of the variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. Findin : The granting of a variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. f) The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets or increase the danger of fire or endanger the public safety or substantially diminish or impair property values within the neighborhood. Fes: The proposed variation complies with this requirement. It will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 19 of 24 3. SUBDIVISION The applicant is requesting preliminary and final plat approval to replat 9.64 acres into four lots and two outlots. Lot 1, Block 1, will contain the proposed parking ramp. There are currently 120 parking spaces that will be replaced with a 420 -stall parking ramp. Lot 2, Block 1 will contain the Dinner Theatre Building. Lot 3, Block 1, will contain an existing one-story building. Lot 1, Block 2 will contain the historic train depot. Outlot A will contain an existing sign and Outlot B will be occupied by the extension of Market Street. The ordinance states that, "All lots shall abut for their full required minimum frontage on a public street as required by the zoning ordinance; or be accessed by a private street; or a flag lot which shall have a minimum of thirty feet of frontage on a public street." All lots have street frontage. A future City street is proposed within Outlot B. Outlot B shall be conveyed to the City. The preliminary and final plat must be revised to include the City's standard drainage and utility easements. Existing public and private utilities must be encompassed by a ten -foot wide drainage and utility easement centered over the utility. The subdivision request is a relatively straightforward action and staff is recommending approval with conditions. The minimum lot area in the district is 10,000 square feet and lot width is 100 feet. Parcel Area (Square Feet Lot Frontage Feet Lot 1, Blockl 62,468 508 Lot 2, Blockl 195,110 889 Lot 3, Blockl 62,869 168 Lot 1, Block 2 17,228 272 Outlot A 5,244 Outlot B 47,062 Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 20 of 24 SUBDIVISION FINDINGS 1. The proposed subdivision is consistent with the zoning ordinance. Finding: The subdivision meets the intent of the city code subject to the conditions of the staff report. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Finding: The proposed subdivision is consistent with applicable plans. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; Finding: The proposed site is suitable for development subject to the conditions specified in this report. 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision will be served by adequate urban infrastructure. 5. The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will not cause environmental damage subject to conditions of approval. 6. The proposed subdivision will not conflict with easements of record. Finding: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. 7. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate storm water drainage. b. Lack of adequate roads. c. Lack of adequate sanitary sewer systems. d. Lack of adequate off-site public improvements or support systems. Findine: The proposed subdivision is provided with adequate urban infrastructure. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 21 of 24 RECOMMENDATION Staff recommends adoption of the following three motions: A. "The Plapming Geaffaission reeemmends the City Council approves variance request #09-18 to allow parking spaces that are 8%2 feet wide and drive aisles that are 24'/2 feet wide, as shown in plans dated received October 16, 2009, and including the attached Findings of Fact and Recommendation with the following condition: 1. Approval of the variance application is contingent upon approval of the final plat and site plan permit — Planning Case 2009-18." B. "The City Council approves the preliminary plat for Chanhassen Transit Station —Planning Case 09-18 as shown in plans dated received October 16, 2009, subject to the following conditions: 1. Outlot B shall be conveyed to the City. 2. The preliminary plat must be revised to include the City's standard drainage and utility easements. 3. Existing public and private utilities must be encompassed by a ten -foot wide drainage and utility easement centered over the utility. 4. The main drive aisle dimensions to the parking ramp shown on Sheet C200 must be clarified. 5. The parking ramp and surface parking area shall be privately owned and maintained. 6. The sidewalks within Outlot B shall be maintained by SouthWest Transit. 7. The grading plan is incomplete. It must show the existing two -foot contours on the north and west side of the proposed construction limits. The proposed contours must tie in to the existing contours. 8. The proposed concrete spillway that would convey runoff from the western 25 to 50 feet of the parking lot on Lot 1, Block 1 must be eliminated from the design as it would direct runoff across a sidewalk. 9. The hydrology calculations must be revised to include the drainage area to the north, particularly the flared end section that discharges approximately 55 feet north of CB B. 10. The developer's engineer and the City's engineering consultant must coordinate their respective designs to ensure that the rate and volume control requirements are met. 11. Hydraulic calculations must be submitted with the final plat submittals. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 22 of 24 12. The developer's engineer must work with the City's engineering consultant for the public street project to ensure that the City's storm sewer design will be able to accommodate the runoff from the parking ramp storm sewer. 13. A building permit is required for the proposed retaining wall. 14. It is the developer's responsibility to coordinate any small utility relocation with the appropriate utility company. 15. The utility plan must be changed to reflect the following: a. Show the directional flow arrows on existing and proposed utilities. b. Adjust the line work so that the proposed storm sewer can be seen on the plan. c. Show the connection to the existing storm sewer on the southwest comer of the construction limits. d. Include a note where the rain leaders connect to the existing storm sewer. 16. Full park fees shall be paid in lieu of parkland dedication and/or trail construction. The fees shall be collected for Lot 1 Block 1 (1.45 acres) as a condition of approval for Chanhassen Transit Station. The park fees shall be collected in full at the rate in force upon final plat submission and approval. The current park and trail fee charge for commercial property is $12,500 per acre. 17. All plans must be revised to reflect a continuous sidewalk along the north edge of Market Street. 18. The plat must be revised to include a 20 foot wide drainage and utility easement centered over the existing watermain within proposed Lot 1, Block 2. 19. Approval of the subdivision is contingent upon approval of the vacation of the drainage and utility easement. 20. The executed temporary easement agreement must be submitted before the final plat is recorded." C. "The PlanpAft GewAnissien Fesommends City Council approves the site plan for the construction of the parking ramp and transit station for Planning Case 09-18 as shown in plans dated received October 16, 2009, subject to the following conditions: 1. The monument sign proposed on Lot 2, Block 1, shall not exceed 8 feet in height. 2. Only one logo shall be permitted along the east elevation. 3. A lighting plan that is in keeping with the approved standards shall be submitted to the City. Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 23 of 24 4. Approval of the Site Plan is contingent upon approval of the final plat and variance — Planning Case 2009-18. 5. Building Official Conditions: a. Elevator\office\lobby structure is required to have an automatic fire extinguishing system. b. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. Accessible routes must be provided to commercial buildings, parking facilities and public transportation stops. d. All parking areas, including parking structure, must be provided with accessible parking spaces. e. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss property line issues as well as plan review and permit procedures. 6. Inlet protection will be required on all conveyance systems — existing and proposed. 7. Concrete washout area needs to be shown on the plan set. 8. A note is to be added to sheet C-600 under the Dandy Bag detail to indicate that the bag must be cleaned out any time it reaches one-half the capacity. 9. The curb cut inlets to the rain garden should be made as wide as practicable. A minimum of eight feet is recommended to avoid concentrated flows and subsequent erosion. 10. The concrete spillway should be replaced with a vegetated swale. 11. All exposed soil areas must be stabilized within 7 days after the construction activity in that portion has temporarily or permanently ceased. 12. If any credits are to be applied to the SWMP fees, the drainage calculations should be revised to include the rain garden. 13. Total SWMP fees due at the time of final plat are $34,731.48. It is possible that a credit may apply for the rain garden feature. However, as the drainage calculations do not address what area is being treated in the rain garden, this credit cannot be calculated. 14. The plans shall show all existing utilities including but not limited to aboveground and underground electric lines and underground gas lines. Utility companies shall be contacted for locates. 15. Approval of the site plan is contingent upon approval of the vacation of the drainage and utility easement and abandonment of the existing utilities within the vacated area. 16. The applicant shall enter into a site plan agreement." Chanhassen Transit Station Planning Case 09-18 November 17, 2009 Page 24 of 24 ATTACHMENTS 1. Findings of Fact. 2. Application. I Reduced Copy of Plans dated "Received October 16, 2009". 4. Letter from Chip Hentges, Carver Soil & Water Conservation District, dated November 4, 2009. 5. Letter from CenterPoint Energy dated October 28, 2009. 6. Letter from Xcel Energy dated October 26, 2009. 7. Public Hearing Notice and Affidavit of Mailing. gAplan\2009 phaating cases\09-18 chanhassen station park and tide\staff report final.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of SouthWest Transit and City of Chanhassen for the following: Preliminary Plat and Site Plan Approval with variances for the construction of a parking ramp on property zoned Central Business District — Planning Case 2009-18 On November 17, 2009, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of SouthWest Transit and City of Chanhassen for a Preliminary Plat and Site Plan Approval with variances for the construction of a parking ramp. The Planning Commission conducted a public hearing on the proposed application preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Central Business District, CBD. 2. The property is guided in the Land Use Plan for Commercial. 3. The legal description of the property is shown on the attached Exhibit A. 4. In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: a. Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted. b. Consistency with this division. c. Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas. d. Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development. e. Creation of functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community. 2) The amount and location of open space and landscaping. 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses. 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 5. In evaluating a variance, the city shall consider the development's compliance with the following: a) That the literal enforcement of this chapter would cause an undue hardship. Undue hardship means that the property cannot be put to reasonable use because of its size, physical surroundings, shape or topography. Reasonable use includes a use made by a majority of comparable property within 500 feet of it. The intent of this provision is not to allow a proliferation of variances, but to recognize that there are pre-existing standards in this neighborhood. Variances that blend with these pre-existing standards without departing downward from them meet these criteria. b) The conditions upon which a petition for a variance is based are not applicable, generally, to other property within the same zoning classification. c) The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel of land. d) The alleged difficulty or hardship is not a self-created hardship. e) The granting of the variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. f) The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets or increase the danger of fire or endanger the public safety or substantially diminish or impair property values within the neighborhood. 6. In evaluating a subdivision, the city shall consider the development's compliance with the following: a. The proposed subdivision is consistent with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including, but not limited to, the city's comprehensive plan; c. The physical characteristics of the site, including, but not limited to, topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; e. The proposed subdivision will not cause environmental damage; f. The proposed subdivision will not conflict with easements of record. g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1. Lack of adequate storm water drainage. 2. Lack of dedicated and improved public streets. Lack of adequate sanitary sewer systems and not ISTS (individual sewer treatment system). 4. Lack of adequate off-site public improvements or support systems. 7. The planning report #09-18, dated November 17, 2009, prepared by Sharmeen Al-Jaff, et al, is incorporated herein. The Planning Commission recommends that the City Council approve Preliminary Plat and Site Plan Approval with variances for the construction of a parking ramp — Planning Case 2009-18. ADOPTED by the Chanhassen Planning Commission this 17'h day of November, 2009. CHANHASSEN PLANNING COMMISSION M Its Chairman 3 Tract 1: That part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23, described as follows: Commencing at a point on the North line of said Section 13, distant 312.0 feet West from the North Quarter corner thereof, thence South at right angles to said North line 33.0 feet to the actual point of beginning; thence continuing South along the last described course 94.66 feet to the Southerly right-of-way line of Highway 101, thence Southeasterly along said Southerly right-of-way line a distance of 12.58 feet along a curve concave to the Southwest, having a delta of 2 degrees 33 minutes 55 seconds and a radius of 281.00 feet; thence South 38 degrees 51 minutes 39 seconds East a distance of 235.02 feet; thence South 56 degrees 58 minutes 06 seconds West a distance of 197.68 feet; thence North 88 degrees 06 minutes 20 seconds West, parallel with the North line of said section, a distance of 354.91 feet; thence North 1 degree 11 minutes 04 seconds East a distance of 76.15 feet; thence West parallel with said North line 311.88 feet; thence North parallel with the West line of said Northeast Quarter of the Northwest Quarter a distance of 319.03 feet to a point 33.0 feet South of the North line of said Section 13; thence East parallel with said North line a distance of 675.18 feet to the point of beginning, Carver County, Minnesota. Excepting from the above described parcel the following: Parcel 1: All that part of the following described property: That part of the Northeast Quarter of the Northwest Quarter (NE Y of NW %) of Section 13, Township 116, Range 23, described as follows: Commencing at the Northeast corner of said Quarter -Quarter; thence West along the North line of said Quarter - Quarter distant 252.0 feet to the actual point of beginning of the tract to be described; thence continuing West along said North line 60.0 feet; thence South parallel with the East line of said Quarter- Quarter distant 378.0 feet to the Northerly right-of-way of the Chicago, Milwaukee, St. Paul and Pacific Railroad; thence East along said Railroad right-of-way 120.0 feet to a point 192 feet West of the East line of said Quarter -Quarter; thence North parallel with said East line 75.0 feet to a point 303.0 feet South of the North line of said Quarter -Quarter; thence West parallel with said North line 60.0 feet; thence North 303.0 feet to the actual point of beginning; except that part of the above described premises taken for highway purposes. Which lies Northerly of a line drawn parallel and/or concentric with and distant 50.00 feet Southeasterly from the following described line: Commencing at a point distant 5.00 feet South from said Northeast corner of the Northwest Quarter as measured at a right angle from the North line of said Northwest Quarter; thence on an assumed bearing of West parallel with said North line of the Northwest Quarter for 600.00 feet; thence on a bearing of East for 107.01 feet to the actual point of beginning of said line; thence Easterly and Southeasterly for 257.84 feet along a tangential curve concave to the Southwest having a radius of 300.00 feet and a central angle of 49 degrees 14 minutes 41 seconds; thence South 40 degrees 45 minutes 19 seconds East, tangent to said curve, for 351.48 feet; thence Southeasterly and Southerly for 249.72 feet along a tangential curve concave to the Southwest having a radius of 344.92 feet and a central angle of 41 degrees 28 minutes 55 seconds, and said line there terminating. Said point of termination of said line is more particularly described as follows: Commencing at said Northeast corner of the Northwest Quarter; thence Southerly along the East line of said Northwest Quarter for 605.95 feet; thence Easterly perpendicular to the last described line for 32.13 feet to said point of termination. And all that part of the following described property: Commencing at a point 20 rods South of the Northeast corner of the Northwest Quarter of Section 13, Township 116, Range 23, thence running West 8 rods; thence South at right angles to the last line to the North line of the right-of-way of the Hastings and Dakota Division of the Chicago, Milwaukee and St. Paul Railway Company; thence Easterly along said North line of said right-of-way to a point where the North and South center line of said Section 13 strikes said North line of said right-of-way of said Railway Company; thence North on said center line to place of beginning, situated in the Northeast Quarter of the Northwest Quarter of said Section 13, containing 13/100 acres more or less. Except that part of the above described property conveyed in Deed Book 128, page 214 files of the Carver County Recorder, Carver County, Minnesota, and being more particularly described as being the North 21.5 feet of the above described property. PARCEL 2: All that part of the following described property All that part of the Northeast Quarter of the Northwest Quarter (NE Y. of NW %) of Section Thirteen (13), Township One Hundred Sixteen (116), Range Twenty Three (23), lying West of a line drawn parallel with and distant 312 feet West of the North and South Quarter section line of said Section Thirteen (13), North of the right-of-way of the Chicago, Milwaukee, St. Paul and Pacific Railway Company and East of the following described line, to -wit: Beginning at a point 537 feet West and 33 feet South of the Northeast corner of the Northeast Quarter of the Northwest Quarter (NE Y. of NW Y.) of said Section Thirteen (13); thence South at right angles to the North Line of said Section 155 feet to the Southeast corner of the tract of land described in Book 30 of Deeds, page 459; thence West at right angles 25 feet; thence South and parallel with the West line of said Northeast Quarter of the Northwest Quarter (NE Y. of NW Y) to the North line of the right-of-way of the Chicago, Milwaukee, St. Paul and Pacific Railway. And all that part of the following described property: That part of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company's right-of-way in the Northeast Quarter of the Northeast Quarter of the Northwest Quarter (NE Y. of NE Y. of NW Y.) of Section 13, Township 116 North, Range 23 West, in the Village of Chanhassen, Carver County, Minnesota, which lies Northerly of a line distant fifty six and one half feet (56.5') Northerly of, (measured at right angles and radially to) and parallel with the center line of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company's main track as now there laid and established, said right-of-way having been acquired by Warranty Deed from John P. Rosbach and wife to Hastings and Dakota Railway Company (predecessor of the Chicago, Milwaukee and St. Paul Railway Company) dated October 9, 1880 and recorded in Book 5 of Deeds, pages 483 and 484 in Register of Deeds Office of Carver County and by two Warranty Deeds from John P. Rosbach and wife to Chicago, Milwaukee and St. Paul Railway Company (predecessor to the Chicago, Milwaukee, St. Paul and Pacific Railway Company) one dated July 21, 1881, recorded in Register of Deeds Office in Book "Y", page 427 and 428 and the other dated July 15, 1912, recorded in Book 23 of Deeds, page 311. Which lies Northerly of a line drawn parallel and/or concentric with and distant 50.00 feet southwesterly from the following described line: Commencing at a point distant 5.00 feet South from said Northeast corner of the Northwest Quarter as measured at a right angle from the North line of said Northwest Quarter; thence on an assumed bearing of West parallel with said North line of the Northwest Quarter for 600.00 feet; thence on a bearing of East for 107.01 feet to the actual point of beginning of said line; thence Easterly and Southeasterly for 257.84 feet along a tangential curve concave to the Southwest having a radius of 300.00 feet and a central angle of 49 degrees 14 minutes 41 seconds; thence South 40 degrees 45 minutes 19 seconds East, tangent to said curve, for 351.48 feet; thence Southeasterly and Southerly for 249.72 feet along a tangential curve concave to the Southwest having a radius of 344.92 feet and a central angle of 41 degrees 28 minutes 55 seconds and said line there terminating. Said point of termination of said line is more particularly described as follows: Commencing at said Northeast corner of the Northwest Quarter; thence Southerly along the East line of said Northwest Quarter for 605.95 feet; thence Easterly perpendicular to the last described line for 32.13 feet to said point of termination. PARCEL 3: Commencing at the Northeast (NE) corner of the Northeast Quarter of the Northwest Quarter (NE Y. NW Y.) Section 13, Township 116, Range 23; thence West along the North line of said Quarter -Quarter, a distance of 252 feet to the actual point of beginning of tract of land to be described; thence South parallel with the East line of said Quarter -Quarter distant 303 feet; thence East parallel with the North line of said Quarter -Quarter a distance of 60 feet; thence North parallel with the East line of said Quarter -Quarter line a distance of 303 feet; thence West 60 feet to the point of beginning. Situate in the Northeast Quarter of the Northwest Quarter (NE X NW Y.) of Section 13, Township 116, Range 23. Subject to street and road easements and any encumbrances or deeds of record. AND That part of the Northwest Quarter of Section 13, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Northeast corner of said Northwest Quarter; thence South along the East line of said Northwest Quarter a distance of 351.5 feet; thence West at right angles 192.0 feet more or less to its intersection with a line 192.0 feet West of and parallel with the East line of said Northwest Quarter, as measured along a line parallel with the North line of said Northwest Quarter, to the actual point of beginning; thence continuing along the last described course 15.0 feet; thence North parallel with the East line of said Northwest Quarter to a line 303.0 feet South of and parallel with the North line of said Northwest Quarter; as measured along a line parallel with the East line of said Northwest Quarter; thence East parallel with the North line of said Northwest Quarter a distance of 15.0 feet to a line 192.0 feet West of and parallel with the East line of said Northwest Quarter, as measured along a line parallel with the North line of said Northwest Quarter; thence South parallel with the East line of said Northwest Quarter to the point of beginning. Tract 2: That part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23 which lies North of a line parallel with and 56.50 feet northerly of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company main track center line as now laid out and established, East of the plat of Frontier Cinema Addition, lying West of the Westerly line of Highway 101 and South of that part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23, described as follows: Commencing at a point on the North line of said Section 13, distant 312.0 feet West from the North Quarter corner thereof; thence South at right angles to said North line 33.0 feet to the actual point of beginning; thence continuing South along the last described course 94.66 feet to the Southerly right -of way line of Highway 101, thence Southeasterly along said Southerly right-of- way line a distance of 12.58 feet along a curve concave to the Southwest, having a delta of 2 degrees 33 minutes 55 seconds and a radius of 281.00 feet; thence South 38 degrees 51 minutes 39 seconds East a distance of 235.02 feet; thence South 56 degrees 58 minutes 06 seconds West a distance of 197.68 feet; thence North 88 degrees 06 minutes 20 seconds West, parallel with the North line of said section, a distance of 354.91 feet; thence North 1 degree 11 minutes 04 seconds East a distance of 76.15 feet; thence West parallel with said north line 311.88 feet; thence North parallel with the West line of said Northeast Quarter of the Northwest Quarter a distance of 319.03 feet to a point 33.0 feet South of the North line of said Section 13; thence East parallel with said North line a distance of 675.18 feet to the point of beginning, Carver County, Minnesota. Ecept that part Commencing at a point, said point being the northeast corner of the Northwest Quarter of Section 13, Township 116, Range 23; running thence West on the North Section line of Section 13, Township and Range aforesaid, a distance of 252 feet; thence due South a distance of 188 feet to a point; thence due East a distance of 60 feet to a point which is the point of beginning of the land herein to be described; thence due South a distance of 196 feet to a point; thence due East a distance of 60 feet to a point; thence due North a distance of 196 feet to a point; thence due West a distance of 60 feet to the place of beginning. Said tract being in the NE1/4 of NW 1/4 of Section 13, Township 116, Range 23 West. And except the following described parcel: That part of the Northwest Quarter of Section 13, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Northeast corner of said Northwest Quarter; thence South along the East line of said Northwest Quarter a distance of 351.5 feet; thence West at right angles 192.0 feet more or less to its intersection with a line 192.0 feet West of and parallel with the East line of said Northwest Quarter, as measured along a line parallel with the North line of said Northwest Quarter, to the actual point of beginning; thence continuing along the last described course 15.0 feet; thence North parallel with the East line of said Northwest Quarter to a line 303.0 feet South of and parallel with the North line of said Northwest Quarter; as measured along a line parallel with the East line of said Northwest Quarter; thence East parallel with the North line of said Northwest Quarter a distance of 15.0 feet to a line 192.0 feet West of and parallel with the East line of said Northwest Quarter, as measured along a line parallel with the North line of said Northwest Quarter; thence South parallel with the East line of said Northwest Quarter to the point of beginning. Tract 3 All that part of the following described property: That part of the Northeast Quarter of the Northwest Quarter (NE X of NW %) of Section 13, Township 116, Range 23, described as follows: Commencing at the northeast corner of the Northeast Quarter of the Northwest Quarter, Section 13, Township 116, Range 23; thence west along the north line of said Northeast Quarter of the Northwest Quarter a distance of 252.00 feet to the point of beginning of the tract to be described; thence south parallel with the east line of said Northeast Quarter of the Northwest Quarter a distance of 303.00 feet; thence east parallel with the north line of said Northeast Quarter of the Northwest Quarter a distance of 60.00 feet; thence north parallel with the east line of said Northeast Quarter of the Northwest Quarter a distance of 303.00 feet; thence west 60.00 feet to the point of beginning. Which lies Southerly of a line drawn parallel and/or concentric with and distant 50.00 feet southeasterly from the following described line: Commencing at a point distant 5.00 feet South from said Northeast corner of the Northwest Quarter as measured at a right angle from the North line of said Northwest Quarter; thence on an assumed bearing of West parallel with said North line of the Northwest Quarter for 600.00 feet; thence on a bearing of East for 107.01 feet to the actual point of beginning of said line; thence Easterly and Southeasterly for 257.84 feet along a tangential curve concave to the Southwest having a radius of 300.00 feet and a central angle of 49 degrees 14 minutes 41 seconds; thence South 40 degrees 45 minutes 19 seconds East, tangent to said curve, for 351.48 feet; thence Southeasterly and Southerly for 249.72 feet along a tangential curve concave to the Southwest having a radius of 344.92 feet and a central angle of 41 degrees 28 minutes 55 seconds, and said line there terminating. And That part of the Northwest Quarter of Section 13, township 113, Range 23, Carver County, Minnesota, described as follows: Commencing at the Northeast corner of said Northwest Quarter; thence south along the east line of said Northwest Quarter a distance of 351.5 feet; thence west at right angles 192.00 feet more or less to its intersection with a line 192.00 feet west of and parallel with the east line of said Northwest Quarter, as measured along a line parallel with the north line of said Northwest Quarter, to the actual point of beginning; thence continue along the last described course 15.00 feet; thence north parallel with the east line of said Northwest Quarter to a line 303.00 feet south of and parallel with the north line of said Northwest Quarter, as measured along a line parallel with the east line of said Northwest Quarter; thence east parallel with the north line of said Northwest Quarter a distance of 15.00 feet to a line 192.00 feet west of and parallel with the east line of said Northwest Quarter, as measured along a line parallel with the north line of said Northwest Quarter; thence south parallel with the east line of said Northwest Quarter to the point of beginning. AND Outlot A, Old Village Hall, According to the recorded plat thereof Tract 4: That part of Outlot A, Frontier Cinema Addition, Carver County, Minnesota, described as follows: Commencing at the southeast corner of Outlot A, Frontier Cinema Addition, Carver County, Minnesota; thence North 00 degrees 33 minutes 26 seconds West, an assumed bearing, along the east line of said Outlot A, a distance of 110.00 feet; thence North 17 degrees 52 minutes 40 seconds East along said east line of Outlot A, a distance of 6.11 feet to the point of beginning; thence North 11 degrees 09 minutes 45 seconds West a distance of 98.29 feet; thence North 78 degrees 50 minutes 15 seconds East a distance of 31.70 feet to said east line of Outlot A; thence southerly along said east line of Outlot A to the point of beginning. rruN t CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: Walker Parking Consultants 1660 South Hwy 100, Suite 350 Minneapolis, MN 55416 Contact: Scott Froemming, P.E. Phone: 952-595-9116 Fax:952-595-9518 Email:Scott.froemming@walkerparking.com Planning Case No. i a— I ,17,' OF CHANHASSEN RECEIVED OCT 1 6 2009 �'ANHASSEN PLANNING DEPT Owner Name and Address: Southwest Transit 13500 Technology Drive Eden Prairie, MN 55344 Contact: Len Simich Phone:952-949-2287 Fax: 9520974-7997 Email: L,imi hRsw an .ora NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits X Sign Plan Review I. X Site Plan Review (SPR)* X Subdivision* Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) X Variance (VAR) �? �, Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment X Notification Sign ��0� (City to install and remove) X Escrow for Filing Fees/Attorney Cost** - $50 CUP/SPR/VAC/VAR/WAP/Metes & Bounds - $450 Minor SUB TOTAL FEE $ An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. *Sixteen (16) full-size folded copies of the plans must be submitted, including an 8%" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. 5 PROJECTNAME: Chanhassen Station SouthWest Transit LOCATION: 500 Market Street, Chanhassen, MN 55317 LEGAL DESCRIPTION AND PID: See Site Plan Review TOTALACREAGE: 1.45 acres WETLANDS PRESENT: YES X NO PRESENTZONING: CBD Central Business District REQUESTED ZONING: CBD Central Business District PRESENT LAND USE DESIGNATION: Commercial REQUESTED LAND USE DESIGNATION: Commercial REASON FOR REQUEST: Construction of new Park and Ride facility and associated access FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. Signature of Applicant Signature of Fee Owner Date Date G:\plan\forms\Development Review Application.DOC SCANNED Rev. 1/08 PROJECTNAME: Chanhassen Station SouthWest Transit LOCATION: 500 Market Street, Chanhassen, MN 55317 LEGAL DESCRIPTION AND PID: See Site Plan Review TOTALACREAGE: 1.45 acres WETLANDS PRESENT: YES X NO PRESENTZONING: CBD Central Business District REQUESTED ZONING: CBD Central Business District PRESENT LAND USE DESIGNATION: Commercial REQUESTED LAND USE DESIGNATION: Commercial REASON FOR REQUEST: Construction of new Park and Ride facility and associated access FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the speck ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Titre, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. Signature of Applicant Signature of Fee Date Date G1plan\forms\Development Review Applic fion.DOC SCANNED Rev. 1108 PROJECT NAME: LOCATION: LEGAL DESCRIPTION AND PID: TOTALACREAGE: WETLANDS PRESENT: YES NO PRESENT ZONING: REQUESTED ZONING: PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before fling this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. r, ) of Fee Owner Date Date SCANNED Review Application.DOC Rev. 1108 PROJECT NARRATIVE WALKER SOUTHWEST TRANSIT - CHANHASSEN STATION PARK AND RIDE PARKING CONSULTANTS SITE PLAN REVIEW - 500 MARKET STREET OCTOBER 16, 2009 In 2006, SouthWest Transit secured $7 million in federal funds to be used for the construction of a new Park and Ride facility in downtown Chanhassen. The new multi- level ramp at the time was conceived to accommodate up to 520 vehicles. For this project to come to fruition, the City of Chanhassen in concert with the Land Owner and Southwest Transit, have come to agreement on land transfers to accommodate the new structure and associated access roadway. Certain elements of the project program have been modified as a result of negotiation between the project stakeholders. The project includes the construction of a 420 stall Park and Ride Transit facility, the construction of a public roadway to access the site, as well as related building demolition and utility relocation. Construction will commence in two phases. First phase will include building demolition and utility relocations. Second phase will include roadway construction, Park and Ride facility, and bus transit platform and turn around area. The project borrows from the palette of the existing SouthWest transit stations on 101, Highway 212, and from the public buildings surrounding the site. A similar brick blend will be used to face precast wall panels and dark metal accents will provide consistent design elements to the transit stations. Buff colored precast spandrel panels, sills and banding, as well as a buff colored brick accent wall at the east stair/lobby relate to the nearby library and city hall facilities. Pedestrian areas will have brick pavers and landscaping similar to the surrounding public facilities. Vertical circulation elements will be accentuated with aluminum curtain wall and architectural lighting. The addition of the Park and Ride facility within the downtown area of Chanhassen provides for future tax base enhancing development, and provides a locally accessible public transportation hub. To accommodate these improvements, a parking stall size variance is being requested. The proposed stall size is 8'-6" X 18'-0" slightly smaller than 9'-0 X18'-0 Chanhassen City Code. This request is put forth as a result of limitation of site areas transferred, limited location of site areas transferred, and City staff building height limitation preference. The project as defined within the Site Plan Review document is a well thought-out design compromise of all of the identified interested parties. The design team and SouthWest Transit feel the design criteria of the Park and Ride facility and associated access roadway meets the requirements for a modern, high service level transit station. i:\21-3590-00-swt chanhassen\correspondence\city chanhassen\city process\variance\southwest transit narrative.doc SCANNED SOUTHWEST STATION - CHANHASSEN PARKING STRUCTURE 500 MARKET STREET CHANHASSEN, MINNESOTA WALKER PROJECT NUMBER 21-3590.00iOWNER PROJECT NUMBER SHEETINDEX GENERAL GA01 PROJECT COVER SHEET CIVIL C-10 SITE DEMOLITION PIAN G200 SITE PIAN C-300 GRADING, DRAINAGE, AND EROSION CONTROL PLAN C400 Mutt PLAN G%O PAVING PLAN CAM CIVIL DETAILS CA01 CNK DETAILS UNDSCAPE L1W LANDSCAPE PLAN ARCHITECTURAL QIO GROUND ROM PLAN A211 SECOND FLOOR PLAN ASW BUILDING ELEVATIONS SIGNAGE 6 STRIPING AG101 GROUND TIEW SECOND TIER STRIPING PLAN CITY OF CHANHASSEN RECEIVED OCT 1 6 2009 CHANHASSEN PLANNING DEP' � p a F Slyn W,.I — '- _ Cnannavaen xN SIT��2,� i'� NeylsTwn eRe:.• -°m `Pb PVote'°m bEEpf —t_— _. g wm+u PROJECT LOCATION WALKER PARKING CONSULTANTS 1660 Swln High q 100, &Ro 350 Mmmapdia, MN 55416 952.5M.9116Ph HAY DOBBS PIERCE PINI & ASSOCIATES L W0% HAPILS, VIN SS446 TEL 763.537 1211 h0 %i 5. ti3/.1574 PRELIMINARY NOT FOR CONSTRUCTION SITE PLAN REVIEW OCTOBER 16, 2009 CpNpD1AN 1 IT ITI P N PRELIMINARY NOT FOR CONSTRUCTION vat PpGOO g, Ike oAo LEGEND 1-1100 _v,.. ..,. , .. ., ..a..o ....��, ..�, 'I..w .. . �.0 ..,. OT III ` .. ..a.�M n,..,.� ,.. .,o'—I- �r��,u,s,•.;• ,uo �...� ,•.r� .�.,, so,.., �,��. .�. �e .� tea. �, GENERAL NOTESS wm.. E d _.� RA1lRCAC PACIFIC _ CPNADIAN �_ Y w, PRELIMINARY NOT FOR CONSTRUCTION WM, mtt r M...w+. x. esu .1 QNB YI.INwI 7 w .,nuuua n wr .ON. BE by wr Bnwi .B'NYTn. BONN v...w Banns �,u�wu2M•.... .... { 4 —� GEN a...,... YL, E4- . m oIN..n w WALKER E PIERCE RNI p AS EBBICII .� X yP Nni a 0 f w Z LLJ ¢ 'GENERAL NOTES U) 0 n u, Q F w C N Z Z ,E. IBBTEE ITE .w.„.1 .. 1. B11- E ..,��..o ,.� U a11. .�. = EB _ . .. �.�...1 ,o g —1 NENIND TB_ =eg we.. oo, n -w .I.--.,,',. "` ,i .a.,..,,, A ,iFHp INEI -TNN— nK 9Rfi0..W NN, IN ENNE. BE f. 11 BNEI NNE, IN, .11,...,� .BEON.- C200 R PRELIMINARY NOT FOR CONSTRUCTION PIERCE PINI & ASSCXIATFS $IC°r m w SE com. OW. EROSION CONTROL NOTES (n O _ e i W' aP4811sp�0 . e uw, .nx.,w«n'r w riL.. PAC1FId-..... _ _ n,. Q Fa— z w. w[s .x (n Y ' ITO ma[r1c["i riu n arownn = J V rr w 111 : OWTOWEE 1.10 a nrMrw[L wo xrtl.1 a .�0..[.xr,�.r.1. I' ---.LEGEND r-` x, V rs xou w [� xn011n ro m[nxr psr rtim EWIE, 1. EI IIET TO a; "r swwln OWTO, III un — W e'rrmiry r, 70 IT TIE lI nwRTWEEI xr[/E o ra j nr $ .. . r ,111— w 1 WIT 0 [r... r 111[1 s e o,wa "..„ rn OEEEEII . r1L _______,n.q[lD TE, TI -_x01 .11.0: 1 1-11 ,.[ E::Ira.:nxr. " ❑ 0 x [ rrwx.r,w, IA . 1010 1x11 - awwna, on.n.ae.x 0 — .w. a0 w1E.C. [vn[n, M[ [w+.rww w1 .mrw w. T .,..wr r1 [.[a:..ra,. ox 1[ ..o. .rrr. r. ,1r "a —. I— aw.--..0 n xrr awr.rex x...ax ,1. xx..w e wx .1..1.,0 .w0 w,o. n. wwnl I. I rw 1 0, —I l .1...1[a1n.[ .w .. www: L-11 III ..[..1. m.mx mnxw . 1"0" .x.ar�. o'er.. `a, w1. ro.w.. .� .1 r ,.1r r r,1 �KK[o wx ao,[xr ,oxr 1 [www l ��" � � � a� " . x C300 A L2 I �lj �L BIBB, o'. -Tr I(;� UTitTY PAN rz PRELIMINARY NOT FOR CONSTRUCTION Its MIM 1 77 OA PArlV%C 61MIMP PIE0. E MNI AS �IAiES IL- LLTI I ITT, 1. X 0 PIE0. E MNI AS �IAiES IX X 4; 0 Z LLJ z GENERAL NOTE cl) 0 1- -- TB ITELD KRII EITILLIC U) IT, I -T- - I BLI -LBEBI T. -T- ITI'll 11 1 - 11 T111 __ ITLII -1 BILIBE BIT I BILL 11 ELE'll, P.IB -11 1 BE,BB, ITEII, I— I 'I - EB -B LIBL 11 7 � T- TITLE' IN' ILLII TLIBILIBIBMITS IMIL TIL .I- BILI I BITIB -I- -1 E.LIT. ,LB 11 1- IL T.E ITT � N-N I[ STBLI II """IT' 1ILITTILT BBD I,IBB 11 ITTIT 114 - IIII BI-BLB 11-1 '.1. 1. 1.. -T-- BBL- ITTLITEII Ill- TILIBB .E.IB I- LBLIBBL ITALL --I B, BLITITILBBB -E III. IBB - - - - - - - - BIT I II.B.T., -cm ITILLI I—- -E I.BB T - C400 7 R CANADIAN LEGEND - ..✓ � .Y-—=s;�-'` -'— -- . , ,,,�.�, mak., ® .� .m.o:m co-cu,o wun eu.w PRELIMINARY NOT FOR CONSTRUCTION v.eT�avux C500 nor WALKER MIKE PINI $ 00 ASSOCIATES GF,Al v.eT�avux C500 nor xCF3 INSERT EROr CONTROL /aTYPICAI THRUST BLOCK ttDET61� LAS nSCHEDULE w CwTj w JIlL. IK TIE I.TlI—.TE e OnR W.O. cl—Im F VIEKE>INI B A IAM my ofsiav efcowuEraTIE T... 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M.N...... ....... ad ....... ...r Mir ..r as �Fa .ssss. m ...mar ...N.. ••• ( ^"N Yvon �i 4.r w .�nr..arn..... +r wru.w.r nMwi.s..aen .nn j � .My.�.a.�i. x4• e N N•a rv�Nw mYM1 � �sMa ar e.. mw m n�4..' os� r � � .r ssnnmW e ...w Nr a..N..... ......�...... xN. .. u �wd.:.:'.i»'.e r•....�.... �m......rr c"��.i.'1""°N� G _w:l n NON - .N....r a..i.r m.. wT...r.m...... r.w. rr.• u �. wa...a " w _... r m.e:wocx rrx ..wn.�N e..n�� ..... m«w.mi mw.lm.'....1 ss w. mm (v...mu�.n nnwJ LANDSCAPE PLAN F -771O �a' L Q LI v 0 0 � L. � s a's'+i �'a•' a s a `4• oN� ISI r• '0/k xjr T.L,l�w�r e' PIZZA- =113 - � tom• -,.j ., � MARKET STREET 0 0 � L. � s a's'+i �'a•' a s a O O O O O O O O m m ® m m m m m m m O m ��IC4 ii Awl R■ I■■j r :: .� �� i, � !I II Il�lil ��IiE'�_■■ II � I\i! �� il ► it �� it ■■rs."�s� ill, _ ._ �i i�'�a--, �_�I q...r � IIIA •ate �_� tNt;41.INL"��av� N■I VIII IIIA � 0 0 0 0 SULDING F1 SIGN El EVATION a I■■Iii I - I�, • O O O .. � . `. � yam■ �I�II■ �■ ® © ® O m m m m m m m m m m O O O O O O O O --i _- �► � !iA �II I II�II�II��II� ■Ei■ � I _ I 8` �Illllill iirYiL 4, "_ '.�.. ...,� �� ter, :�..s r�+as :t,� �� _ ■i I�(4) NQRTH-BUILDNG-ELEVATION W�� tl1053NNIM U N355NffriIJ � c ¢ z Jif vE 3ilfUMIS9NrAWdLl 33;j�t�.t llt/1S Nil il o o s a N3SSdHMiH� NO� E 4 ; y ems, k c �y i� o t, on 0 t` Z � C] F b4 b4 p SII'- E,11Pi 6 8 Z J [ � z 3 0 6n M E m P b4 b4 � E� 6 E 8 3 o W s m.o. ww, u,E m-. vnrnum aumrw�-aainw.n-�"s..«w �.s-m-au-�n.� RELIMINARY PLAT OF CHANHASSEN TRANSIT STATION FOR: KIMLEY-HORN AND ASSOCIATES INC. NOTES: PROPOSED LEGAL DEDCRIPTON: e.Fee •ell rn n er mx eruq prw. u y.r + inr ,w ewrb+exw.xr vx Iw era. x� r rw a x.uxra p..n rrr i. ru muw....r rr [".r, w • EASEMENT NOTE: m•�'rR'. am x..x.w wn we =1 mr,nr..n...xmw .a r. rn..wrrr.m.x. v�r•pn e11 1 rxrr CERTIFICATION: ' '[xw n.rv... x u rxi�'Ir•w .solo• v w'n e' p. w.e ww.' er ua.r.rs no wr ." a yr [unxv [nr 4xw wx rx rm n me,uu `w{s pr mr rrwrurrnuIN 1-11. wrxw, prrmrA we yr �y.iur�i� r. rtq EAISTINO LEGAL O.SCRIm10N S;Y� 'Lr. :a`•C'mr:.� :"�S._,':3::."T.".w .."w.'�Sr'...a zz. .:x•T'�5 •^ .� L'°."Z'rr...rx_r.r.. xr.... urrn.m. rvu x.mn rn.nr ux.mr.rrr..rr..r.nrr.'•�Ii�.m+.ry.r.urrrlu.uyYnxvluuY�•�rr. rnruxwn. r.rnx rurxxM� � r....� I�.'.°'•�^Pr.^w. m.r., m. -r, n r.r.e rw rq o-e.p w• ru xr v. r.. rrrw."y. x srrm w. w....,r mr.r w u r�.....0 rr x rnL...r x u n x ._-r uY r. x..-. rx.r..m u,ux r+r •.rmx T+u y_rx� m`�•rrx u r r rr.. r._..yri �n�.ux r.mw nr ru.r r. x,w r...,. r.rx. u_ y'r..e.r.... w..uuau �Wr"uu.. ruriu .`wr"W�u�"'"xr.rrr�.•Ri.�rw:r..w.ui..x mu ....r. rr xx rru OWNERS: po ox 730 NA SURVEYOR'S m iwit•iei xe-.411 vw ENGINEER: r..x..mr:'.T�. [m.rr •,7.� :e _r :."°s: r-...., r..r _y::'..Tmw"w .r......-.. r.m�...... x.._. x"m..�.r.r RwIRO LEGAL OUCRVTON: _ mr.:.....,xr....rarx.m x....r.rrr... i:�rm� rwp"...�.rwr uxirrvra M��.+.. rnrviwr'iL^�w_rm. w.r.�uti ri r{'au•+4u'�uw. r rr. ^'Ti ii m"rrre�. Irvu`i�r �"w 'r 'war..rrnr r.rrrr..r urn u•u..0 r.. _r ux ..xrrax ann ru w. r.eu.. ru.n u..rruur u.a u.. -car rru. r ex rn�N ��yrry r ur:� ue�a, �u nwrurr mwrrw •r mmu.armmrurrr.r y.x "•_��r ur Lruavzm :..»...w. -p.. r..n..r..r, .. +-. r r x;4:'..,. ._:.;y."w ....r..r..rr=''•..r..x...... _.......r. x.. Y—,....rr:"7�.Wrr..`x`I..'..r...,.. x...:':'T.^_.. "•""" '- "`"^""^ REVIEIOHB `.Illi VIVfOR, VROYENii AD KII55. nx m e'w r3l4 iYr 5vxw xC SurY r00 ,e..r.. PRELIMINARY PLAT OFLiji "'m•'°'°""" KIMLEY-HORN 501 781TH STREET WEST � RxoxE. urn.eenm CHANHASSEN TRANSIT STATION AND ASSOCIATES INC. CHANHASSEN, MN 55917 ovum xm Epm,IIW OHw.L.ft. '""^"-EfxiuxYE1'.CGx SCANNED f! 04 - OHADCA AOCI-101`1 I MEDICAL ARTS ,.,.OMC.-: I OHACDA 21`40 ADCITION -------1---------------------------------- ------------ --- _�=_---------- -- ------------- P a — ps o 1, K P 10= w 4w PA++^ECOF;_3H^:1`E 114 OF THE f1:v 'a' ROE. 23 • :.t w*+ _ � 1 / 1 / I BpA01P10 RA /_/' i i EE. BT. PAUL 1 I — Adp IL f CMS / _ weal A�.tirn amaMsuu e.i.w SURVEYfOR. YX WkF.. AUONE..'. ._ . PRELIMINARY PLAT OF- .. ..... KIMLEV-HORN 501 ialH aiNFEi wFai uiau um,m voo AND ASSOCIATES INC. CHANHASSEN. MN M311 nt u�S ueaw CHANHASSEN TRANSIT STATION -J ---✓---1-----------_.. iF'-_.-,.----------1---------- WEST 78TH STREET lb .cue IN rte M.M .�sEN,°M.,Pl LOT - ^cO 'R, '6, F':-. Z3 C ,. p. LOT ,. •• oY ry4„ 1 �, V- a �_ �,'��1 .,Y �`., P ,, .��.;� ,• �'" "'gip eas ;�.` � �I ]� ♦ r r t,r e 1L.. ♦ FL F mm� L ...__ �*71 OU t TIME, L.� PACIFIC �WPUKEEr ST.PPUI k ..., ICAOOr MII .� _;..... _ � — cH �•r, , ....r _ _ �- Mp - PROPoF[D ARG TMLF'CITIf OWNFOMGDRTML: IN REVISIONS �SURVEYFOR: [ROOERTV"OFtE83 ME IN PRELIMINARY PLAT OF A'w.8�w NIMLEY-HORN Sot ]BTH STREET WEST d � RD e�°um eeeui°'eHO CHANHASSENTRANSITSTATION AND ASSOCIATES INC. CHANHASSEN.MN563t] ".:.NM FWn. now , ra ru w.s MM SCANNED ADMINISTRATIVE LOT SPLIT FOR: KIMLEY-HORN AND ASSOCIATES INC. EXISTING LEGAL DESCRIPTION: PROPOSED LEGAL DESCRIPTION: TRACT A: x M, ar me wuwr —,r 4e —, mn W fqr_ u x wf1 A. 1ti—b�wr_wf xn er [nrl nlwno4vrf 0 III „ W M• N Tnu_r rr _war �s_a4.4 xr 11 NOTES: .r Iw ewwa •_Iw 4 eew .� w w e..,lr •mNnn.lm rxw - ull.0 ��4k iw M� L.41u.,ixws. iz. is mr w_artb, M Ips aµlr nnr,._ra� s ea'ar"miwrrwnY Al Tr rri+n lU n wl 4r rwrw_w� 1�°a f.rin_. oxlnll. u 0.ru¢i W LI uN"x '- TRACT d'MY CERTIFICATION: RO ax, le. -swo�'r"°^"^*" RA ILAD oa..r DAN ,S pCIFIG A Me PAUL N N7000EWAUKEE, ST PROPOSED AREA TABLE: Y, W IT •P . r.,�. xe._,.,w._Na x]n 0 ID {0 60 BrAA SCALE IN FEET PAGE "BLOWORN NOTES: .r Iw ewwa •_Iw 4 eew .� w w e..,lr •mNnn.lm rxw - ull.0 ��4k iw M� L.41u.,ixws. iz. is mr w_artb, M Ips aµlr nnr,._ra� s ea'ar"miwrrwnY Al Tr rri+n lU n wl 4r rwrw_w� 1�°a f.rin_. oxlnll. u 0.ru¢i W LI uN"x SCANNED '- CERTIFICATION: RO ax, le. -swo�'r"°^"^*" RA ILAD oa..r DAN ,S pCIFIG A Me PAUL a z � N7000EWAUKEE, ST . r.,�. xe._,.,w._Na rrH1CAG0.p(IIL FIELD BOON I PAGE "BLOWORN REVISIONS SURVEYFOR: PROPERTY ADORES$: ie.i C. a DRIEF ADMINISTRATIVE LOT SPLIT CHANNASSEN TRANSIT STATION KIMLEY-HORN AND ASSOCIATES INC.�nsr-.ow 50178TH STREET WEST CHANHASSEN,MN55317 122D TYler Scree, NE Suite 100 Mlnneapallz. Mlnnasola 55413 pligilazN mqd PNONE:(6R)466-3300 w63363 NO I DATE I DRAWN er' DRAWING NANE. U0 -x a,a JOBNO. ])61 cNecaeo E9 an. new G Ni Inc. N Sap FILE NO. SB9x Br. BBV _ wwr O:NN a -.Al 1. Jeno .0 •ye,. .Ina, IFfI SCANNED CARVER .1%09 Cam` 219 East Frontage Road a Waconia, MN 55387 1946 , Phone: 952-442-5 101 R WASTER C0 -1%t y s�o9 Fax: 952-442-5497 htta9/www.m.""tr.mo.us/SWCD/SWCD min.htad NSERVATIOR DISTRKT Mission Statement. To provide leadership in conservation and teach stewardship of the soil, water, and related resources through a balanced, cnoperotive program that protects, restores, and improves those resources. November 4, 2009 Sharmeen Al-Jaff Senior Planner City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Re: SouthWest Transit The SWCD has reviewed the above mentioned development plan for erosion and sediment controls. Following you will find my comments: The Carver SWCD will be completing inspections of the rules of the NPDES permit and city ordnances to see if the owner and or contractor are in compliance with the permit. This permit is a self maintained permit. Guidelines of the permit can be found at the following web site: htti)://www.pca.state.mn.us/water/storrnwater/stormwater-c.html At this point the Stormwater Pollution Preventive Plan (SWPPP) was not reviewed as the plans were not provided with the documents sent to me for review. Information needed with the SWPPP: The General Contractor who has day to day supervision and authority will be responsiable for the NPDES - Documentation that a Individual is qualified to complete stormwater inspections, as described in Part III.A2 Estimated preliminary quantities tabulation anticipated at the start of the project for the life of the project must be included for all erosion prevention and sediment control BMP's. Offsite map showing elevations and final discharge point of stormwater to waters of the state. Sequencing of the project. 1. Inlet protection is needed on all stormwater conveyance systems prior to casting (this is prior to the curb and gutter installation). Net protections need to be installed within 24 hours of placement AN EQUAL O"ORTUMW EMMOYER 2. The Stormwater Pollution Preventive Plan will need to address concrete washout areas.. Concrete washout area must be established and maintained on site — New MPCA rules forbid any washout water from entering any part of the storm water. Plans must be available to handle the wash water from the Spec. Mixes, concrete trucks, and tools and equipment on site. Area must be a self contained and watertight. (A statement is noted in the Grading & Erosion Control Notes on the Preliminary Grading, Drainage & Erosion Control Plan). Concrete trucks with self contained washout systems can be used, but containment is needed on site for block layers etc. Filtration/Raingarden Curb cuts should be a minimum of at least 8 — 12 feet wide to eliminate concentrated flows into raingardens. Discussion should take place with Natural Resources staff regarding this. Review of the final topsoil placement will need to be monitored by the owners representative to assure that placement of at least 4 — 6 inches of topsoil is placed on all landscape areas. Please have the engineering firm send me over the Stormwater Pollution Preventive Plan for review. Also, include me with any correspondences of changes to this original concept plan, and also of any pre - construction meetings prior to start of construction. Sincerely, Chip Hentges CPESC Conservation Technician C CenterPoint® Energy Sharmeen AI-Jaff Senior Planner City of Chanhassen 690 City Center Drive, P.O. Box 147 Chanhassen, MN. 55317 RE: Chanhassen Transit Station 78uh St. and Great Plains Blvd. Dear Ms. AI-Jaff 700 West Linden Avenue PO Box 1165 Minneapolis, MN 55440-1165 October 28, 2009 Responding to the proposed Transit station reference above, CenterPoint Energy does have a natural gas main going east -west and located within this project. This gas main was originally installed in 1962 to serve all properties in this block. Currently the natural gas main is not shown on any plans. Please have the developer contact Andrew Balgobin, Administration Engineer, at 612.321.5426 to discuss this development and it's affect on the natural gas main. Respectfully, CENTE POINT ENF,�iGY � Steven Von Bargen Right -of -Way Administrator PC: Andrew Balgobin, Administrative Engineer Dale Sodahl, Design Technician Bill Kallberg, f=ield Supervisor Neol Hibbard, Area Manager Cherie Monson, Sales Associate RECEIVE® OCT 2 9 2009 CITY OF CHANHASSEN Xcel Energy - October 26, 2009 City of Chanhassen 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 Sharmeen Al-Jaff; 5505 Manitou Road Excelsior, Minnesota 55331 RECEIVE® OCT 2 9 2009 CITY OF CHANHASSEN Enclosed is a copy of Xcel Energy's GIS print of facilities in the proposed work area. Please note at bottom right hand comer circled in pink. This map only represents the location of Xcel Energy facilities. A field locate would be needed to identify the exact location of underground facilities or land survey for the overhead facilities. There may be a need to relocate three phase underground, three phase overhead and/or single phase secondary facilities. The cost of this relocation would be passed on to the customer. Please contact me when plans are more definite to obtain these costs. I have enclosed my business card for your use. Sincerely, ( Linda Machemehl Designer Encl LKM;hn ,01. 1. 158 580-•M VJi6nN --.-v ` B A�. TIY�F"NLIMT 1 S s 45., p ST.LGMT ARM 588 s E6 $ xz GREAT T� --- PLAINS � 75 M1O p L B O0h1B RG 112 LUER CO.Li D6 i + USING CONTROL 3 50 + 8 G5 P09 $ �k?611JP02 3167 * CHASSEN DINNER ��e. c6i Jvnd P07 .'e THEATRE VSAO V wel 75A 0�a \ Lj r„i:�Pm � �6 / � YVAON NT '..I \ / L 5 C T 6 o �yy 1417 1 Al - 01 0 1007 ”\\yasiaaral I, \,,AQ MAIN TRACK ABA NED `�Q F05 •/ 25A 4 P05 703 .n i,, ' 1�Y 560 530 54 Dalsavue + a 110 Y tp µ 7900 Uo 1' f 75A 408 \ 100B 7 Xce/Energy' 547 `�,bi • v�iv� so + E TIRL, CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly swom, on oath deposes that she is and was on November 5, 2009, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Chanhassen Transit Station — Planning Case 09-18 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Clerk D.p • Subscribed and sw•�o�I'n to before me this day of IVp1hEYyl�Q r , 2009. Notary ublic ' KIM T. MEUWISSEN ? r' Notary Public -Minnesota �°+ `` My Commission Expires Jan 31, 2010 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, November 17, 2009 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Preliminary Plat and Site Plan Approval with Proposal: variances for the construction of a parking ramp — CHANHASSEN TRANSIT STATION Applicants: Walker Parking Consultants, SouthWest Transit, and City of Applicants: Chanhassen Property South of West 78111 Street, west of Great Plains Boulevard, and Location: north of the Twin Cities and Western Railroad A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: What Happens W Wthe 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/sery/plan/09-18.html. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at saliaff@ci.chanhassen.mn.us or by phone Questions & at 952-227-1134. If you choose to submit written comments, it Comments: is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process, The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding Its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, November 17, 2009 at 7:00 p.m. This hearing may not start until later in the evening,depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Preliminary Plat and Site Plan Approval with Proposal: variances for the construction of a parking ramp — CHANHASSEN TRANSIT STATION Walker Parking Consultants, SouthWest Transit, and City of Applicants: Chanhassen Property South of West 78 Street, west of Great Plains Boulevard, and Location: north of the Twin Cities and Western Railroad A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens W Wthe 1. Staff will give an overview of the proposed project. at Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/sery/plan/09-18.html. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at saliaff@ci.chanhassen.mn.us or by phone Questions & at 952-227-1134. If you choose to submit written comments, it Comments: is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. city Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent Information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested persona). • Because the Planning Commission holds the public hearing, the City Council does not, Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Staff person named on the notification 79TH STREET CENTER PARTNERSHIP ARTHUR M & DARLENE M KERBER B 4 D LLC 80 78TH ST W #131 511 CHAN VIEW 555 3RD AVE NW CHANHASSEN, MN 55317-8719 CHANHASSEN, MN 55317-9488 HUTCHINSON, MN 55350-1673 BAM PROPERTY HOLDINGS LLC 440 79TH ST W CHANHASSEN, MN 55317-9530 BROWN PROPERTIES LLC 1831 KOEHNEN CIR W EXCELSIOR, MN 55331-9051 CHANHASSENINN 531 79TH ST W PO BOX 473 CHANHASSEN, MN 55317-0473 CHANHASSEN MEDICAL ARTS II LLC 470 78TH ST W #260 CHANHASSEN, MN 55317-4527 CHANHASSEN RETAIL LTD PRTSHP 810 LILAC DR N ROBBINSDALE, MN 55422-4673 COLONIAL SQUARE LLC 470 78TH ST W #260 CHANHASSEN, MN 55317-9745 DEAN HARLAN WALLENTINE 507 CHAN VIEW CHANHASSEN, MN 55317-9488 G L B PROPERTIES LLC 1831 KOEHNEN CIR EXCELSIOR, MN 55331-9051 BLOOMBERG COMPANIES INC PO BOX 730 CHANHASSEN, MN 55317-0730 CAMELOT CONV&QUALITY FUEL&FOOD 7905 GREAT PLAINS BLVD CHANHASSEN, MN 55317-9764 CHANHASSEN LETSOS LLC PO BOX 901 DEERFIELD, IL 60015-0901 CHANHASSEN PROPERTIES LLC 570 MARKET ST PO BOX 514 CHANHASSEN, MN 55317-0514 CHAPEL HILL ACADEMY 306 78TH ST W CHANHASSEN, MN 55317-9734 DAVID & MEGAN L WOODS 509 CHAN VIEW CHANHASSEN, MN 55317-9488 DEAN M AKINS PO BOX 390195 EDINA, MN 55439-0195 HERITAGE PARK APARTMENTS 470 78TH ST W #260 CHANHASSEN, MN 55317-4547 BONFIRE RESTAURANT COMPANY LLC 900 AMERICAN BLVD E #300 BLOOMINGTON, MN 55420-1393 CENTERPOINT ENERGY MINNEGASCO 800 LASALLE AVE -FLOOR 11 PO BOX 59038 MINNEAPOLIS, MN 55459-0038 CHANHASSEN LODGING LLC 366 SOUTH 10TH AVE PO BOX 727 WAITE PARK, MN 56387-0727 CHANHASSEN REALTY CO 470 78TH ST W #260 CHANHASSEN, MN 55317-4547 CHURCH OF ST HUBERT 8201 MAIN ST CHANHASSEN, MN 55317-9647 DBAPPLEF LLC 11201 RENNER BLVD LENEXA, KS 66219-9605 DEBRA LUCIENNE SCHROEDER 505 CHAN VIEW CHANHASSEN, MN 55317-9488 HOLIDAY STATION STORES INC PO BOX 1224 MINNEAPOLIS, MN 55440-1224 JOHN M HAVLIK JR JZTL COIN LAUNDRY LLC KRAUS-ANDERSON INC 513 CHAN VIEW 1499 PINETREE TRL 4210 WEST OLD SHAKOPEE RD CHANHASSEN, MN 55317-9488 EAGAN, MN 55122-3725 BLOOMINGTON, MN 55437-2951 MARIANNE BURGER LLC MARK & ROSE ANN SCHLENK MICHAEL E RAMSEY 5925 WOODLAND CIR 501 CHAN VIEW 6362 OXBOW BND MINNETONKA, MN 55345-6440 PO BOX 145 CHANHASSEN, MN 55317-9109 CHANHASSEN, MN 55317-0145 RICHARD & MARY RASMUSSEN 503 CHAN VIEW CHANHASSEN, MN 55317-9488 STATE BANK OF CHANHASSEN 1550 AUDUBON RD CHASKA, MN 55318-9508 VIRGINIA S THOMAS FAMILY LP 6345 VIRGINIA DR EXCELSIOR, MN 55331-7701 RIESE FAMILY PROPERTIES LLC 9154 SUNNYVALE DR CHANHASSEN, MN 55317-8532 TOM -DON REAL ESTATE HOLDINGS 17725 S 27TH EAST AVE MOUNDS, OK 74047-4754 SORENSEN PROPERTIES LLC 12625 58TH ST MAYER, MN 55360-9615 VALVOLINE INSTANT OIL CHANGE PO BOX 14000 LEXINGTON, KY 40512-4000 j Park Fees 1.45 acres= $18,125.00 Total SWMP fees due at the time of final plat are $34,731.48. Assumed building permit fee for downtown parking ramp`. $6,500,000.00 valuation Permit fee 26,402.00 Plan review 17,161.30 State surcharge 1,575.00 SAC fees (assume 1 SAC uni --. — 2,000.00 Sewer surcharge 7 )75.00 Sewer hook-up fee 1,893.00 Water hoop -up fee 5,087.00 Total: 54,193.30 $7,000,000.00 valuation Permit fee 28,277.00 Plan review 18,380.05 ` f State Surcharge 1,600.00 2 o NJ i SAC fees (assume 1 SAC unit) 2,000.00 '(� 5 1� I 1 Sewer surcharge 75.005_ 06 Sewer hook-up fee 1,893.00 2 Water hook-up fee 5,087.00 �q J Total:157,312.05 Please note, SAC assumption (1 SAC unit) is based on SAC determination for parking ramp at 650 Southwest Village Drive. Final SAC determination must be made by Metropolitan Council Waste Water Services; each SAC unit will cost at total of $9025.00 (SAC fee + sewer surcharge + sewer hook-up fee + water hook-up fee). Plumbing, HVAC, fire sprinkler and electrical permit fees will be separate from, and in addition to, the fees shown above. �tah",4t) VDCc�})o-yj PLEASE PRINT CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317—(952)227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: Walker Parking consultants 1660 South Hwy 100, Suite 350 Minneapolis, MN 55416 Contact: Scott Froemming, P.E. Phone: 952-595-9116 Fax:952-595-9518 Email:Scott.froemming@walkerparking.com Planning Case No. 1 J --t I 2 CITY OF CHANHASSEN RECEIVED OCT 1 6 2009 CHANHASSEN PLANNING DEPT Owner Name and Address: Southwest Transit 13500 Technology Drive Eden Prairie, MN 55344 Contact: Len Simich Phone:952-949-2287 Fax: 9520974-7997 Email: T.si mi �h@swtransit . org NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits X Sign Plan Review X Site Plan Review (SPR)* X Subdivision* Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) X Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign - $200 (City to install and remove) X Escrow for Filing Fees/Attomey Cost" - $50 CUP/SPR/VAC/VAR/WAP/Metes & Bounds - $450 Minor SUB TOTAL FEE $ An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. *Sixteen (16) full-size folded copies of the plans must be submitted, including an 8%" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tio format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNeU PROJECTNAME: Chanhassen Station SouthWest Transit LOCATION: 500 Market Street, Chanhassen, MN 55317 LEGAL DESCRIPTION AND PID: See Site Plan Review TOTALACREAGE: 1.45 acres WETLANDS PRESENT: YES X NO PRESENTZONING: CBD Central Business District REQUESTED ZONING: CBD Central Business District PRESENT LAND USE DESIGNATION: Commercial REQUESTED LAND USE DESIGNATION: Commercial REASON FOR REQUEST: Construction of new Park and Ride facility and associated access FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owners Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. Signature of Applicant Signature of Fee Owner Date Date G:\plan\forms\Development Review Application.DOC SCANNED Rev. 1108 PROJECT NAME: LOCATION: LEGAL DESCRIPTION AND PID: TOTAL ACREAGE: WETLANDS PRESENT: YES NO PRESENT ZONING: REQUESTED ZONING: PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge.. 14 of Fee Owner 0,/5, GcDate Date SCANNED Review Applioation.DOC Rev. 1108 PROJECT NARRATIVE WALKER SOUTHWEST TRANSIT - CHANHASSEN STATION PARK AND RIDE PARKING CONSULTANTS SITE PLAN REVIEW - 500 MARKET STREET OCTOBER 16, 2009 In 2006, SouthWest Transit secured $7 million in federal funds to be used for the construction of a new Park and Ride facility in downtown Chanhassen. The new multi- level ramp at the time was conceived to accommodate up to 520 vehicles. For this project to come to fruition, the City of Chanhassen in concert with the Land Owner and Southwest Transit, have come to agreement on land transfers to accommodate the new structure and associated access roadway. Certain elements of the project program have been modified as a result of negotiation between the project stakeholders. The project includes the construction of a 420 stall Park and Ride Transit facility, the construction of a public roadway to access the site, as well as related building demolition and utility relocation. Construction will commence in two phases. First phase will include building demolition and utility relocations. Second phase will include roadway construction, Park and Ride facility, and bus transit platform and turn around area. The project borrows from the palette of the existing SouthWest transit stations on 101, Highway 212, and from the public buildings surrounding the site. A similar brick blend will be used to face precast wall panels and dark metal accents will provide consistent design elements to the transit stations. Buff colored precast spandrel panels, sills and banding, as well as a buff colored brick accent wall at the east stair/lobby relate to the nearby library and city hall facilities. Pedestrian areas will have brick pavers and landscaping similar to the surrounding public facilities. Vertical circulation elements will be accentuated with aluminum curtain wall and architectural lighting. The addition of the Park and Ride facility within the downtown area of Chanhassen provides for future tax base enhancing development, and provides a locally accessible public transportation hub. To accommodate these improvements, a parking stall size variance is being requested. The proposed stall size is 8'-6" X 18'-0" slightly smaller than 9'-0 X18'-0 Chanhassen City Code. This request is put forth as a result of limitation of site areas transferred, limited location of site areas transferred, and City staff building height limitation preference. The project as defined within the Site Plan Review document is a well thought-out design compromise of all of the identified interested parties. The design team and SouthWest Transit feel the design criteria of the Park and Ride facility and associated access roadway meets the requirements for a modern, high service level transit station. I:\21-3590-00-swl chanhassen\correspondence\city chanhassen\city process\variance\southwest transit narrative.doc SCANNED Existing Conditions SU Reach Link U2S Proposed Conditions CITY OF CHANHASSEN RECEIVED OCT 1 6 zoos CHANHASSEN PLANNING DEF SCANNED Drainage Calculations Prepared by Pierce Pini & Associates Printed 10/15/2009 HydroCAD® 8.50 s/n 003481 02007 HydroCAD Software Solutions LLC Pace 2 Area Listing (selected nodes) Area CN Description (acres) (subcatchment-numbers) 1.080 74 (1S,2S) 3.999 98 (1S,2S) 5.079 TOTAL AREA Drainage Calculations Prepared by Pierce Pini & Associates Soil Listing (selected nodes) Area Soil Subcatchment (acres) Goup Numbers 0.000 HSG A 0.000 HSG B 0.000 HSG C 0.000 HSG D 5.079 Other 1S, 2S 5.079 TOTAL AREA Printed 10/15/2009 Drainage Calculations Prepared by Pierce Pini & Associates Type 1124 -hr 2 -Year Event Rainfall=2.70" Printed 10/15/2009 Time span=0.00-24.00 hrs, dt=0.01 hrs, 2401 points Runoff by SCS TR -20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: Existing Conditions Runoff Area=110,626 sf 72.48% Impervious Runoff Depth>1.79" Flow Length=210' Slope=0.0240'/' Tc=2.2 min CN=91 Runoff=8.97 cfs 0.379 of Subcatchment 2S: Proposed Conditions Runoff Area=110,626 sf 85.00% Impervious Runoff Depth>2.06" Flow Length=210' Slope=0.0240 'P Tc=2.2 min CN=94 Runoff=9.91 cfs 0.436 of Total Runoff Area = 5.079 ac Runoff Volume = 0.815 of Average Runoff Depth =1.93" 21.26% Pervious = 1.080 ac 78.749/6 Impervious = 3.999 ac Drainage Calculations Prepared by Pierce Pini & Associates Type 11 24 -hr 2 -Year Event Rain/all=2.70" Printed 10/15/2009 Summary for Subcatchment 1S: Existing Conditions Runoff = 8.97 cfs @ 11.93 hrs, Volume= 0.379 af, Depth> 1.79" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 -Year Event Rainfall=2.70" Area (sf) CN Description ` 80,180 98 110,626 91 Weighted Average 30,446 Pervious Area 80,180 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 2.2 210 0.0240 1.58 Sheet Flow, Smooth surfaces n=0.011 P2=2.70" Drainage Calculations Prepared by Pierce Pini & Associates Type 11 24 -hr 2 -Year Event Rainfall=2.70" Printed 10/15/2009 Summary for Subcatchment 2S: Proposed Conditions Runoff = 9.91 cfs @ 11.93 hrs, Volume= 0.436 af, Depth> 2.06" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 -Year Event Rainfall=2.70" Area (sf) CN Description 94,030 98 16,596 74 110,626 94 Weighted Average 16,596 Pervious Area 94,030 Impervious Area Tc Length Slope iin) (feet) (ftift) 2.2 210 0.0240 Description 1.58 Sheet Flow, Smooth surfaces n=0.011 P2=2.70" Drainage Calculations Type 1124 -hr 10 -Year Event Rainfall=4.15" Prepared by Pierce Pini & Associates Printed 10/15/2009 HydroCAD® 8.50 s/n 003481 02007 HydroCAD Software Solutions LLC Paae 7 Time span=0.00-24.00 hrs, dt=0.01 hrs, 2401 points Runoff by SCS TR -20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: Existing Conditions Runoff Area=110,626 sf 72.48% Impervious Runoff Depth>3.16" Flow Length=210' Slope=0.0240'/' Tc=2.2 min CN=91 Runoff=15.22 cfs 0.669 of Subcatchment 2S: Proposed Conditions Runoff Area=110,626 sf 85.00% Impervious Runoff Depth>3.47" Flow Length=210' Slope=0.0240'/' Tc=2.2 min CN=94 Runoff=16.08 cfs 0.734 of Total Runoff Area = 5.079 ac Runoff Volume = 1.403 of Average Runoff Depth = 3.32" 21.260/6 Pervious = 1.080 ac 78.740/6 Impervious = 3.999 ac Drainage Calculations Type 1124 -hr 10 -Year Event Rainfall=4.15" Prepared by Pierce Pini & Associates Printed 10/15/2009 HdroCAD® 8.50 s/n 003481 02007 HydroCAD Software Solutions LLC Page 8 Summary for Subcatchment 1S: Existing Conditions Runoff = 15.22 cfs @ 11.93 hrs, Volume= 0.669 af, Depth> 3.16" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -Year Event Rainfall=4.15' Area (sf) CN Description 80,180 98 30,446 74 110,626 91 Weighted Average 30,446 Pervious Area 80,180 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 2.2 210 0.0240 1.58 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.70" Drainage Calculations Prepared by Pierce Pini & Associates Type 11 24 -hr 10 -Year Event Rainfall=4.15" Printed 10/15/2009 Summary for Subcatchment 2S: Proposed Conditions Runoff = 16.08 cfs @ 11.93 hrs, Volume= 0.734 af, Depth> 3.47" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -Year Event Rainfall=4.15' Area (sf) CN Description 94,030 98 16,596 74 110,626 94 Weighted Average 16,596 Pervious Area 94,030 Impervious Area Tc Length Slope iin) (feet) (ft/ft) 2.2 210 0.0240 Velocity Capacity Description 1.58 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.70" Drainage Calculations Prepared by Pierce Pini & Associates Type 11 24 -hr 100 -Year Event Rainfall=6.00" LLC Printed 10/15/2009 Time span=0.00-24.00 hrs, dt=0.01 hrs, 2401 points Runoff by SCS TR -20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: Existing Conditions Runoff Area=110,626 sf 72.48% Impervious Runoff Depth>4.96" Flow Length=210' Slope=0.02407' Tc=2.2 min CN=91 Runoff=23.09 cis 1.049 of Subcatchment 2S: Proposed Conditions Runoff Area=110,626 sf 85.00% Impervious Runoff Depth>5.29" Flow Length=210' Slope=0.02407' Tc=2.2 min CN=94 Runoff=23.81 cfs 1.121 of Total Runoff Area = 5.079 ac Runoff Volume= 2.169 of Average Runoff Depth= 5.13" 21.26% Pervious =1.080 ac 78.74% Impervious = 3.999 ac Drainage Calculations Prepared by Pierce Pini & Associates HydroCAD® 8.50 s/n 003481 © 2007 Hvdr Type 11 24 -hr 100 -Year Event Rainfall=6.00" Printed 10/15/2009 Summary for Subcatchment IS: Existing Conditions Runoff = 23.09 cfs @ 11.93 hrs, Volume= 1.049 af, Depth> 4.96" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -Year Event Rainfall=6.00" Area (sf) CN Description 80,180 98 110,626 91 Weighted Average 30,446 Pervious Area 80,180 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 2.2 210 0.0240 1.58 Sheet Flow, Smooth surfaces n=0.011 P2=2.70" Drainage Calculations Prepared by Pierce Pini & Associates Type 1124 -hr 100 -Year Event Rainfall=6.00" Summary for Subcatchment 2S: Proposed Conditions Runoff = 23.81 cfs @ 11.92 hrs, Volume= 1.121 af, Depth> 5.29" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -Year Event Rainfall=6.00" Area (sf) CN Description 94,030 98 16.596 74 110,626 94 Weighted Average 16,596 Pervious Area 94,030 Impervious Area Tc Length Slope iin) (feet) (ft/ft) 2.2 210 0.0240 Capacity Description Printed 10/15/2009 1.58 Sheet Flow, Smooth surfaces n=0.011 P2=2.70" •f 7I AI �a PRIA j/ �i♦ `0,/FA rvp � r♦ _ O- xoxm ® %1EXI5TING DRAINAGE MAP D JP' W' W' 10 -YEAR STORM EVENT sunoFr "mxuloFr �owuc fch oasrw wnonoa 15M as P.ea9 X -n PSOPOSED CpAnI016 lem 6 P.7] K -R 100 -YEAR STORM EVENT FIOPfN ® PROPOSED DRAINAGE MAP b b W I 2099. NI rights resew& W Port of Ue Joommt moy M rWoduced In ony lam or Ey my nems sitl t Wmis$ko km Wawa Po hg C wltmis/ingnw.. Inc. I 1 7 1 3 1 4 1 5 6 7 8 ,fiPo Sw.N IFdna/,U 9uhe ]Sa HS fi B535959,�fiM 95I 59595,8 Fv rmxw IY rpy4Fq,mn PIERCE PINI & ASSOCIATES SID C700 IE ,o i; -f_ j,� Affidavit of Publication Southwest Newspapers CITY OF CHANHASSEN C`ll2VCOUNTIESTI'EPIN State of Minnesota) NOTICE OF PUBLIC HEARING PLANNING CASE NO. 09-18 )SS. NOTICE IS HEREBY GIVEN County of Carver ) that the Chanhassen Planning Commission will hold a public hearing on Tuesday, November 17, 2009, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized this Market Blvd. The purpose of hearing is consider a request agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- forP for Preliminary Plat and Site Plan y lager and has full knowledge of the facts herein stated as follows: g g Approval with variances for the construction of a parking ramp on (A) These newspapers have complied with the requirements constituting qualification as a legal property located south of West 78th newspaper, as provided by Minnesota Statute 331 A.02, 331 A.07, and other applicable laws, as Street, west of Great Plains amended. Boulevard, and north of the Twin Cities and Western Railroad - The that is to this Affidavit and identified as No. Chanhassen Transit Station. (B) printed public notice attached was published on the date or dates and in the newspaper stated in the attached Notice and said Applicants: Walker Parking Consultants, Southwest Transit, Notice is hereby incorporated as of this Affidavit. Said notice was cut from the columns of YPart and City of Chanhassen. Owners: the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both Bloomberg Companies, Inc. andCity inclusive, and is hereby acknowledged as being the kind and size of type used in the composition of Chanhassen. and publication of the Notice: A plan showing the location of the proposal is available for public abcdefghijkbnnopgrstuvwxyz review on the City's web site at mmw.ci.chanhassen.mn.us/serv/ Dhua/09-18.htm1 or at City Hall �! �(, � A- • tiL�►til/" during regular business hours. Y All interested persons are invited Laurie A. Hartmann to attend this public hearing and express their opinions with respect to this proposal. Subscribed and sworn before me on Sharmeen A1Jaff, Senior Planner Email: saljaff@ci.chanhassen.mn.us Phone: 952-2271134 this =day of N NO , 2009 (Published in the Chanhassen Villager on Thursday, November 5, 2009; No. 4272) JYMME J. BARK I NOTARY PUBLIC - MINNESOTA No ublic .�y� MY Commission Expires 01/31/2013 RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................ $31.20 per column inch Rate actually charged for the above matter...............................................$12.43 per column inch SCAMMED Administration December 14, 2009 CITY OF Project Site: Chanhassen Dinner Theater Warehouse. CH1NgASSENChanhassen Harold Ostrander Dinner Theatres Building Inspections 501 West 78dStreet 7700 Market Boulevard P.O. Box 100 PO Boz 147 Dear Mr. Ostrander: Chanhassen, IVIN 55317 Chanhassen, MN 55317 Administration RE: 90 -Day Notice to Vacate Phone: 952227.1100 Project Site: Chanhassen Dinner Theater Warehouse. Fax:952.227.1110 Project: Roadway construction project. Building Inspections Phone: 952.227.1180 Fax: 952227.1190 Dear Mr. Ostrander: Engineering You have previously received notice that your property is part of the above Phone: 952.227.1160 referenced road construction project. This is the 90 -Day Advance Written Fax: 952.227.1170 Notice to inform you that you will be required to vacate the property, y y req p p rty, which Finance you occupy at the above -referenced project site as required by the Minnesota Phone: 952.227.1140 Uniform Relocation Act (the "Relocation Act"). Note, specifically, however, Fax: 952.227.1110 you will not be required to move before March 14,, 2010. Park & Recreation You will be given a further written notice at least 30 days in advance confirming Phone. 952227.1120 the specific date by which you must vacate. This letter is simply to advise you of Fax: 952.227.1110 the earliest possible date by which you may be required to move. Recreation Center 2310 Coulter Boulevard Relocation Consultant with Evergreen Land Services, Steve Carlson, will Phone: 952.227.1400 continue to assist you with your planning and preparation for your move and your Fax: 952.227.1404 eligibility for relocation benefits. As always, we urge you to contact him at (651) Planning 8 882-0200 with any questions or for other assistance. Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Sincerely, At I Public Works '/ e �'"� 1591 Park Fuad PPP"'�� —�'a/ ` Phone: 952.227.1300 Todd Gerhardt Fax:952227.1310 City Manager Senior Center City of Chanhassen Phone: 952.227.1125 _ Fax:952.227.1110 Cc: Joe Heim, Chanhassen Dinner Theatres Web Site www.ci.chanhassen.mn.us Chanhassen is a Community for Life - Pro+idog for Today and Planning for Tomorrow CITY OF CHAPIHASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952227.1100 Fa: 952.227.1110 Building Inspections Phone: 952227.1180 Fax: 952227.1190 Enginewing Phare: 952.711.1160 Fax 952.227.1170 Finavee Phone: 952227.1140 Fax: 952.221.1110 Park & Reereation Phare: 952.227.1120 Fax:952227.1110 Recreation Center 2310 CouOa Bmk and Phone: 952.227.1400 Fax 952.227.1404 plain* & Nab" Resormxs Phare: 952227.1130 Fax 952.227.1110 . Public Works 1591 Park tkrad Phone: 952.227.1300 Fax: 952227,1310 Senior Center Phare: 952.227.1125 Fax 952.227.1110 Web Site www d.chanhasser mn.us March 4, 2009 Harold Ostrander Chanhassen Dinner Theater 501 West 78'" Street P.O. Box 100 Chanhassen, MN 55317 RE: Notice of Relocation Eligibility Project Site: Chanhassen Dinner Theater Warehouse. Dear Mr. Ostrander: The City of Chanhassen is in the process of acquiring the property on which the Chanhassen Dinner Theater Warehouse is located. The purpose of this acquisition is for a new roadway project. This is a NOTICE OF RELOCATION ELIGIBILITY. Our records indicate that you are a tenanttowner occupant of this property. To carry out our plans to complete this project, it will be necessary for the warehouse to be moved. However, you do not need to move now. You will not be required to move without at least 90 days advance written notice of the date by which you must vacate the property. When you do move, you will be entitled to relocation ` payments, and other assistance in accordance with Federal regulations implementing the Uniform Relocation Assistance and Real Property Acquisition Act of 1970 as amended (Uniform Act.) As a business occupant of the property, you are eligible to receive reimbursement for the actual reasonable and necessary costs of moving your business personal property and equipment. You may be eligible for reimbursement of other moving related costs such as searching for a replacement site, and also for eligible relocation expenses. If your business meets certain criteria, you may choose to receive a fixed payment for your relocation costs rather than the reimbursement of itemized, actual costs. A fixed payment "in lieu of actual costs" is based on your business's average annual net earnings, and has a minimum payment of $1,000.00 and a maximum payment of $20,000.00 Chanhassen is a Community for Life - Providing fa Today and " for Tarmar CITY OF CHANHASSEN 7700 Market Ba>ferard PO Box 147 Chanhassen, MN 55317 Administration Mane: 952.221.1100 Fax 952.227.1110 Building Inspections Pfane:952.227.1180 Fac 952.227.1190. En*ee* 99:952.227.1160 Fmc 952.227.1170 rMaw Phone: 952.227.1140 Far: 952.227.1110 Park & Recreation Mm- - 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Cou0er Boukvard Phme:952.227.1400 Fax 952.227.1404 Rlenwtny a KftA Resanrm Phone: 952.227.1130 Fac 952.717.1110 Pulaworb 1591 ParkRmd Plane:952227.1300 F&952.227.1310 senior Ceafa Plare:952.PP7.1125 Fax 952.727.1110 web she wwwAdolomm.us March 4, 2009 Harold Ostrander Chanhassen Dinner Theater 501 West 78' Street P.O. Box 100 Chanhassen, MN 55317 RE: General Relocation Notice. Project Site: Chanhassen Dinner Theater Warehouse. Dear Mr. Ostrander: The City of Chanhassen is in the process of acquiring the property on which the Chanhassen Dinner Theater Warehouse is located. The purpose of this acquisition is for a new roadway. project. This notice is to inform you of your rights under Federal Law. If you are displaced for the project, you may be eligible for relocation assistance under the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970. Within these laws are procedures for relocation assistance. In order to explain the relocation process, Hennepin County has contracted with Evergreen Land Services Company to meet with you. Evergreen Land Services Company will be in contact with you soon to set up an appointment. In the meantime, if you have any question, you may contact Steven Carlson, Relocation Consultant at Evergreen Land Services, (651) 882-0200. Enclosed is a relocation booklet explaining the relocation process and the benefits that you may be entitled to. This booklet will be explained further at your appointment. This is not a notice to vacate. Do not move now. You will receive a 90 -day written notice to move at a later date. Sincerely, Todd Gerhardt City Manager City of Chanhassen Enc: Relocation Guide booklet IOradu mbaCe vm* for Life . Providing for Todayand Planning for Tanwow Harold Ostrander March 4, 2009 Page Two I want to make it clear that you are eligible for assistance to help you relocate. Evergreen Land Services Company (EIS) has been contracted by the City of Chanhassen to assist you with your relocation process. An ELS representative will be in contact with you in the near future to schedule a meeting and address whatever questions or concerns you may have. Please feel free to contact them directly at 651-882-0200. Remember, do not move before an ELS representative has had a chance to meet you at your place of business, and explain your eligibility for relocation benefits and assistance. Please note that we will need timely notice of your move if you apply for reimbursement of your actual moving expenses. This letter is of importance to you, and should be carefully filed for safekeeping. Sincerely, Todd Gerhardt City Manager City of Chanhassen CITY OF CHA NSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administratan Rue:952.227.1100 Fax: 952.227.1110 Phare: 952.221.1180 Fax: 952.227.1190 Engineering Phone: 952.227.11 BO Fax: 952.227.1170 Ron Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Courier Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Far: 952.227.1310 seiorCeakr Phone: 952.227.1125 Fac: 952.227.1110 Web Site wwwAclatessan.mus March 4, 2009 Harold Ostrander Chanhassen Dinner Theater 501 West 780' Street P.O. Box 100 Chanhassen, MN 55317 RE: General Relocation Notice. Project Site: Chanhassen Dinner Theater Warehouse. Dear Mr. Ostrander: The City of Chanhassen is in the process of acquiring the property on which the Chanhassen Dinner Theater Warehouse is located. The purpose of this acquisition is for a new roadway project. This notice is to inform you of your rights under Federal Law. If you are displaced for the project, you may be eligible for relocation assistance under the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970. Within these laws are procedures for relocation assistance. In order to explain the relocation process, Hennepin County has contracted with Evergreen Land Services Company to meet with you. Evergreen Land Services Company will be in contact with you soon to set up an appointment. In the meantime, if you have any question, you may contact Steven Carlson, Relocation Consultant at Evergreen Land Services, (651) 882-0200. Enclosed is a relocation booklet explaining the relocation process and the benefits that you may be entitled to. This booklet will be explained further at your appointment. This is not a notice to vacate. Do not move now. You will receive a 90 -day written notice to move at a later date. Sincerely, &/—s 'J* Todd Gerhardt City Manager City of Chanhassen Enc: Relocation Guide booklet Chanhassen is a Community for Lite - PrOding for Today and Planning for Tomorrow Harold Ostrander March 4, 2009 Page Two I want to make it clear that you are eligible for assistance to help you relocate. Evergreen Land Services Company (FLS) has been contracted by the City of Chanhassen to assist you with your relocation process. An ELS representative will be in contact with you in the near future to schedule a meeting and address whatever questions or concerns you may have. Please feel free to contact them directly at 651-882-0200. Remember, do not move before an ELS representative has had a chance to meet you at your place of business, and explain your eligibility for relocation benefits and assistance. Please note that we will need timely notice of your move if you apply for reimbursement of your actual moving expenses. This letter is of importance to you, and should be carefully filed for safekeeping. Sincerely, �flr1��r� Todd Gerhardt City Manager City of Chanhassen CITY OF CIIANNSEN March 4, 2009 7700 Market Boulevard PO Boz 147 Chanhassen, MN 55317 Public Works Harold Ostrander Administration Chanhassen Dinner Theater Phone: 952.227.1100 501 West 780'Street Fax:952.227.1110 P.O. Box 100 Building Inspections Chanhassen, MN 55317 Phone: 952.227.1180 receive a fixed payment for your relocation costs rather than the reimbursement- of Fax: 952.227.1190 itemized, actual costs. A fixed payment "in lieu of actual costs" is based on your RE: Notice of Relocation Eligibility Engineering Project Site: Chanhassen Dinner Theater Warehouse. Phone: 952,227.1160 Fax: 952.227.1170 Rmu Dear Mr. Ostrander: Phare: 952.227.1140 Fax 952.227.1110 The City of Chanhassen is in the process of acquiring the property on which the Chanhassen Dinner Theater Warehouse is located. The purpose of this acquisition Park &Remaden is for a new roadway project. Phone. 952.227.1120 Fax 952227.1110 This is a NOTICE OF RELOCATION ELIGIBILITY. Our records indicate Recreation center that you are a tenantlowner occupant of this property. To carry out our plans to 2310 Coulter Bouleaard complete this project, it will be necessary for the warehouse to be moved. Phone: 952.227.1400 However, you do not need to move now. You will not be required to move Fax: 952.227.1404 without at least 90 days advance written notice of the date by which you must vacate the property. When you do move, you will be entitled to relocation Planning payments, and other assistance in accordance with Federal regulations Natural Resources implementing the Uniform Relocation Assistance and Real Property Acquisition Phone: 952.227.1130 Fax:952.227.1110 Act of 1970 as amended (Uniform Act.) Public Works As a business occupant of the property, you are eligible to receive reimbursement 1591 Park Road for the actual reasonable and necessary costs of moving your business personal Phorre:952.227.1300 property and equipment. You may be eligible for reimbursement of other moving Fax: 952.227.1310 related costs such as searching for a replacement site, and also for eligible sena rConler relocation expenses. If your business meets certain criteria, you may choose to Phare: 952.227.1125 receive a fixed payment for your relocation costs rather than the reimbursement- of Fax952.227.1110 itemized, actual costs. A fixed payment "in lieu of actual costs" is based on your business's average annual net earnings, and has a minimum payment of $1,000.00 Web Site and a maximum payment of $20,000.00 wn.ci.chanhassen.mn.us Chanhassen is a Community for Life - Pmvidirg for Today and Planning for Tomorrow CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: Walker Parking Consultants 1660 South Hwy 100, Suite 350 Minneapolis, MN 55416 Contact:Scott Froemming, P.E. Phone: 952-595-9116 Fax:952-595-9518 Email:Scott. f roemming@walkerparking. com Planning Case No. o — IP5 CITY OF CHANHASSEN RECEIVED OCT 1 6 2009 CHANHASSEN PLANNING DEPT Owner Name and Address: SouthWest Transit 13500 Technology Drive Eden Prairie, MN 55344 Contact: Len Simich Phone:952-949-2287 Fax: 9520974-7997 Email: ,gi mi hca w an i . org NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits X Sign Plan Review X Site Plan Review (SPR)* X Subdivision* Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) X Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign - $200 (City to install and remove) X Escrow for Filing Fees/Attomey Cost" - $50 CUP/SPR/VAC/VAR/WAP/Metes & Bounds - $450 Minor SUB TOTALFEE An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. *Sixteen (16) full-size folded copies of the plans must be submitted, including an 8%" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED LETTER OF TRANSMITTAL DATE: TO: COMPANY: ADDRESS: CITY/STATE: TELEPHONE is CC: FROM: PROJECT NAME: PROJECT NUMBER: SUBJECT: October 16, 2009 Kate Aonenson City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Len Simich Full (scale plans only) Scott Froemming SouthWest Transit 21-3590.00 Site Plan Review Documents WE ARE SENDING YOU: x Attached Under Separate Cover Via Messenger THE FOLLOWING: Shop Drawings Plans Specifications Report x Other THESE ARE TRANSMITTED For Approval x For Your Use For Review & Comment Other WALKER PARKING CONSULTANTS 1660 South Highway 100, Suite 350 Minneapolis, MN 55416 Voice: 952.595.91 16 Fax: 952.595.9518 www.walkerporking.com COPIES I DATE I DESCRIPTION 16 110/16/09 ISite Plan Review Full Size Plans 1 110/16/09 Development Review Application 1 110/ 16/09 Proiect Narrative / Variance request 1 110/16/091Development fee (breakdown & check) 1 110/16/0918'/2" x i l" reduced copy plan set 1 110/15/091Drainaae Calculations and Drainaae Mao Disc REMARKS: s SIGNED: i Scots Froemming CITY OF CHANHASSEN RECEIVED OCT I 6 2009 CHMHASSEN PLANNING DEPT OCANNEa G9 -I06 City Council Work Session — October 12, 2009 terms convexity, callables and bullets. Greg Sticha stated staff will continue to provide the council with quarterly reports in the correspondence packet. UPDATE ON THE CHANHASSEN STATION PARK AND RIDE. Todd Gerhardt discussed the downtown Chanhassen Station Park and Ride noting Southwest Transit has received grant money. He updated the council on the meetings and agreements that have led to the submittal of site plans for Planning Commission and City Council review in November. The first agreement is a Redevelopment Agreement between Bloomberg Companies and the City of Chanhassen. Councilman McDonald asked if all parties were on the same page regarding the definition of redevelopment. Kate Aanenson explained the options available to Bloomberg Companies for redevelopment of their property will have to meet current city code. Councilwoman Ernst asked staff to clarify the incentive to Bloomberg Companies, clarification of the assessment amount and the benefit to the city. Todd Gerhardt explained how the assessment repayment process will work and the associated risks to the City. Councilwoman Ernst asked for further clarification that there will be minimal risk to the City. Mayor Furlong clarified that Bloomberg Companies incentive is to improve their property to receive tax increment financing to offset the assessments. Councilwoman Ernst noted she was struggling with the fact that the park and ride ramp at Southwest Village isn't full and the need for an additional ramp in the downtown location. Mayor Furlong explained planning for future demand versus current need. Todd Gerhardt reviewed the other three agreements: Cooperative Agreement between the City of Chanhassen and Southwest Transit; Purchase Agreement between Bloomberg Companies and the City of Chanhassen; and Assessment Agreement between Bloomberg Companies and the City of Chanhassen. Councilman McDonald asked about future plans for the historic train depot and clarification of who's responsible for the maintenance of the private/public road. Councilwoman Ernst asked staff to provide rider projection numbers for the two facilities. Todd Gerhardt reviewed the schedule for Planning Commission and City Council approval with the goal of getting the final approve prior to the end of the year for cash flow benefits to Bloomberg Companies and the Dinner Theater. Mayor Furlong adjourned the work session meeting at 7:00 p.m Submitted by Todd Gerhardt City Manager Prepared by Nann Opheim SCANNED CHANHASSEN CITY COUNCIL WORK SESSION OCTOBER 12, 2009 Mayor Furlong called the work session to order at 5:30 p.m. COUNCIL MEMBERS PRESENT: Mayor Furlong, Councilwoman Ernst, Councilwoman Tjornhom, and Councilman McDonald. Councilman Litsey was present for a portion of the work session meeting. STAFF PRESENT: Todd Gerhardt, Laurie Hokkanen, Kate Aanenson, Paul Oehme, and Greg Sticha With interest rates down to 4%, Greg Sticha explained the sale of the library bonds refunding and the need for the City Council to ratify that sale at their first meeting in November. REVIEW FINANCIAL POLICY AND INVESTMENTS, PAUL BLOOMGREN AND JENNIFER CURTIS, WELLS FARGO. Greg Sticha reviewed the highlights of the modifications to the City's Financial Policy, which has not been updated since 2000. Following is a summary of the changes: • The debt policy section was removed. • Language was added to address GASB 40. • Safekeeping language was added to the policy that outlines the types of entities with which the city can hold securities. • The authorized investments section was enhanced by adding detail to each asset class, ratings criteria and FDIC language for certificates of deposit. • A concentration of credit risk section was added to prohibit an overexposure in any one asset class and/or insurer. Jennifer Curtis from Wells Fargo was available to answer any questions regarding changes to the policy. Mayor Furlong asked how Chanhassen's policies compared with other cities. Jennifer Curtis explained that the changes made are to reduce ambiguities within the policy and to comply with state statutes more closely. Councilwoman Ernst asked for clarification of item number 4 under Objectives regarding the use of benchmarks and best practices to ensure that the City operates efficiently and effectively. Paul Blomgren, a fixed income specialist with Wells Fargo commented on which benchmarks and analysis are used. Mayor Furlong asked if the emphasis was on return or safety. Greg Sticha explained that the City definitely thinks of safety first. On page 8 under Concentration of Credit Risk, Mayor Furlong asked staff and Wells Fargo to look at the possibility of using one or both "and/or", and how frequently the City should be reviewing it's financial policy. Greg Sticha recommended that 3 to 5 years is a reasonable timeframe. Jennifer Curtis reviewed the City's Investment Portfolio Summary Report. Paul Blomgren discussed market projections, the forecast for economic recovery and the affect on projected interest rates, municipal credit and default risks, and provided an explanation of the 0-?"" aas Meuwissen, Kim From: Aanenson, Kate Sent: Monday, October 19, 2009 3:19 PM To: Meuwissen, Kim Subject: FW: Chanhassen Preliminary Plat Information Attachments: 33761-PRE-PLAT.pdf; 33761 -construct -ease Layoutl (1).pdf; 33761 -ADMIN -2 Split 2000 (1).pdf Here is that attachment for the plat. From: ion.horn@kimley-horn.com [ma ilto:jon.horn@kimley-horn.com] Sent: Monday, October 19, 2009 2:54 PM To: Gerhardt, Todd; Oehme, Paul; Aanenson, Kate; Hokkanen, Laurie; LSimich@swtransit.org; Scott.Froemming@walkerparking.com; jdricelawchan@qwestoffice.net; rrosow@grjn.com; Knutson, Roger Cc: Chadd.Larson@kimley-horn.com Subject: Chanhassen Preliminary Plat Information Attached for everyone's information and review are the following documents for the Chanhassen Transit Station: 1. Preliminary Plat Changes have been made consistent with the discussions of our meeting on October 8`" and some subsequent telephone conversations. The large Bloomberg parcel north of the SW parcel has remained in the plat and it has been split into two lots at the request of Bloomberg. The SW parcel (Lot 1, Block 1) has been expanded to the west to include the area that was previously identified as the joint access easement. The plat does not include any proposed roadway right-of-way on Outlot A and Lot 2, Block 1, Frontier Cinema Addition since we have assumed that this will be established separately by an easement. 2. Temporary Construction Easement Exhibit This shows the temporary easement area that will be needed from Bloomberg for the construction of the proposed improvements. The ownership of some of the temporary easement area will be transferred to SW and the City when the plat is filed and the land transfers are completed. The limits of the westerly portion of the temporary construction easement have been revised to include the existing public utility easement that will be vacated prior to the completion of the plat. 3. Administrative Lot Split Exhibit This shows the portion of the existing Bloomberg parcel west of the plat boundary (Outlot A, Frontier Cinema Addition) that will need to be split to be included within the plat. Please let me know if you have questions or we can provide any additional information. Jon B. Horn, PE Kimley-Horn and Associates, Inc. 2550 University Avenue West, Suite 345N St. Paul, MN 55114 Phone: (651) 643-0406 Fax: (651) 645-5116 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 11/13/2009 2:40 PM Receipt No. 0114432 CLERK: katie PAYEE: SOUTHWEST METRO TRANSIT 13500 TECHNOLOGY DRIVE EDEN PRAIRIE MN 55344 Planning Case #09-18 ------------------------------------------------------- GIS ------------------------ ---- GIS List 120.00 Total Cash Check 023457 Change 120.00 0.00 120.00 0.00 SCANNED City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Uff OF (952) 227-1100 To: Scott Froemming Walker Parking Consultants 1660 South Highway 100, Suite 350 Minneapolis, MN 55416 Invoice SALESPERSON DATE TERMS KTM 11/5/09 upon receipt QUANTITY DESCRIPTION UNIT PRICE AMOUNT 40 Property Owners List within 500' of Chanhassen Transit Station (40 labels) $3.00 $120.00 TOTAL DUE $120.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for November 17, 2009. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #09-18. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! f CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 10/29/2009 11:22 AM Receipt No. 0113520 CLERK: bethany PAYEE: SouthWest Transit 13500 Technology Drive Eden Prairie MN 55344 Chan Transit Station - Planning Case 09-18 ------------------------------------------------------- Use ----- --------------------------------- Use & variance 200.00 Sign Rent 200.00 Subdivision 300.00 Sign Plan Review 150.00 Site Plan Review 1,866.00 Total Cash Check 23271 Change 2,716.00 0.00 2,716.00 0.00 SCANNED Vendor: 1022 Invoice # CITY OF CHANHASSEN Invoice Date Description 10142009 10/14/2009 Development Review Appl. Fee Distribution Check Amt Total: Amount SOUTHWEST ntANSTT Check Date: 10/15/2009 EDEN PRAIRIE, MN 55344 r;herk # 21271 2,716.00 2,716.00 CHANHASSEN TRANSIT STATION - PLANNING CASE 09-18 $150 Sign Plan RevieA $300 Subdivision $1,866 Site Plan Review $200 Variance $200 Notification Sign $2,716 TOTAL $2,716 Less Check No. 23271 from SouthWest Transit SCANNED Meuwissen, Kim From: Meuwissen, Kim Sent: Wednesday, October 21, 2009 2:53 PM To: AI-Jaff, Sharmeen Subject: Chanhassen Transit Station Fees Sharmeen, Can you please verify fees for this project? This is what they sent us: Notification Sign $ 200 Sign Plan Review $ 150 Site Plan Review $1,866 ($500 + $1,366*) Subdivision $ 300 (3 lots or less)** Variance 200*** TOTAL $2,716 Received Check #23271 from SouthWest Transit *$1,366 Site Plan fee based on 136,600 square feet of building area ($10 per 1,000 square feet of building area). Can this square footage be confirmed? **The Subdivision fee is for 3 lots or less but the plat shows 4 lots with 2 outlots. Fee should be $600 plus $15 per lot, correct ($690)? ***Should there also be a $50 recording fee charged for the variance? Please confirm and advise. I am holding the check at my desk. 1QM MEUWISSEN *CITY OF CHANHASSEN PLANNING SECRETARY 952-227-1107 MAI LTO: KMEUWISSEN@CI. CHANHASSEN. MN. US I MEMORANDUM TO: SouthWest Transit Commission FROM: Len Simich DATE: December 3, 2009 SUBJECT: Chanhassen Transit Station Design REQUESTED ACTION That the Commission approve the site plan, design, schedule and preliminary budget related to the Chanhassen Transit Station BUDGET IMPACT The estimated project costs and funding sources are as follows: Costs 4/Roadway construction, utilities, and building demolition - $749,300 Architecture, engineering, testing/studies, construction management - $750,000 City fees (permit, plan review, SAC/WAC, park dedication, SWMP) - $107,050 Ramp/Station Construction - $6,112,400 Estimated Total $7,718,750 Fundin¢ Sources CMAQ Grant (federal) - $5,575,000 Local Match (RTC — Met Council) - $1,393,750 SouthWest Transit Capital — *$750,000 Estimated Total $7,718,750 *Note — The current amount budgeted against SouthWest Transit reserves is $500,000. With the additional costs related to the road, city fees, historic preservation analysis, and construction management, it is estimated that SouthWest will need to fund $750,000 of the project costs through its reserves. BACKGROUND After months of negotiations and preliminary work, staff and our consultants are close to submitting the final "Project Memorandum" to Mn/DOT for their approval. For the Project Memorandum to be reviewed, staff needed to obtain the following: TAB Project Amendment Approval; Environmental and Historic Preservation Approvals; Right of Way/Property Exchange Agreements; City Cooperative Agreements, and site plan and building approval from the Commission. At our meeting on the 9'h, Gary Hay, the Principal Architect for the project and Scott Froemming will be on hand to present the schedule, site plan, and building (station & ramp) design for your approval. RECOMMENDATION That the Commission approve the site plan, design, schedule and preliminary budget related to the Chanhassen Transit Station MEMORANDUM TO: Sharmin Al-Jaff, Senior Planner FROM: Jerritt Mohn, Building Official DATE: November 6, 2009 SUBJ: Site Plan review for: Request for Preliminary Plat and Site Plan Approval with variances for the construction of a parking ramp on property located south of West 78th Street, west of Great Plains Boulevard, and north of the Twin Cities and Western Railroad — Chanhassen Transit Station. Applicants: Walker Parking Consultants, SouthWest Transit, and City of Chanhassen. Owners: Bloomberg Companies, hic. and City of Chanhassen. Planning Case: 09-18 I have reviewed the plans for the above project received by the Planning Department on October 16, 2009. Following are my comments, which should be included as conditions of approval. 1. Elevatorbfficeuobby structure is required to have an automatic fire extinguishing system. 2. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Accessible routes must be provided to commercial buildings, parking facilities and public transportation stops. 4. All parking areas, including parking structure, must be provided with accessible parking spaces. 5. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss property line issues as well as plan review and permit procedures. GAPIAN\2009 Planning Ca \09-I8 Chanhassen Station Park and Rid6buikhngofficia1co tsAoc �trroF Date: October 21, 2009 To: Development Plan Referral Agencies From: Planning Department City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 Review Response Deadline: November 5, 2009 By: Sharmeen Al-Jaff, Senior Planner Subject: Request for Preliminary Plat and Site Plan Approval with variances for the construction of a parking ramp on property located south of West 78th Street, west of Creat Plains Boulevard, and north of the Twin Cities and Western Railroad — Chanhassen Transit Station. Applicants: Walker Parking Consultants, SouthWest Transit, and City of Chanhassen. Owners: Bloomberg Companies, Inc. and City of Chanhassen. Planning Case: 09-18 The above-described application for approval of a land development proposal was filed with the Chanhassen Planning Department on October 16, 2009. The 60 -day review period ends December 15, 2009. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on November 17, 2009 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than November 5, 2009. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official L Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest) 10. Electric Company (Xcel Energy) 11. Mediacom 12. CenterPoint Energy Minnegasco Location Map (Subject Property Highlighted in Yellow) Chanhassen Transit Station Planning Case 2009-18 a CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Q Application of Southwest Transit and City of Chanhassen for the following: Preliminary Plat and Site Plan Approval with variances for the construction of a parking ramp on property zoned Central Business District — Planning Case 2009-18 On November 17, 2009, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of SouthWest Transit and City of Chanhassen for a Preliminary Plat and Site Plan Approval with variances for the construction of a parking ramp. The Planning Commission conducted a public hearing on the proposed application preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Central Business District, CBD. 2. The property is guided in the Land Use Plan for Commercial. 3. The legal description of the property is shown on the attached Exhibit A. 4. In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: a. Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted. b. Consistency with this division. c. Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas. d. Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development. e. Creation of functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community. 2) The amount and location of open space and landscaping. 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses. 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. E Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 5. In evaluating a variance, the city shall consider the development's compliance with the following: a) That the literal enforcement of this chapter would cause an undue hardship. Undue hardship means that the property cannot be put to reasonable use because of its size, physical surroundings, shape or topography. Reasonable use includes a use made by a majority of comparable property within 500 feet of it. The intent of this provision is not to allow a proliferation of variances, but to recognize that there are pre-existing standards in this neighborhood. Variances that blend with these pre-existing standards without departing downward from them meet these criteria. b) The conditions upon which a petition for a variance is based are not applicable, generally, to other property within the same zoning classification. c) The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel of land. d) The alleged difficulty or hardship is not a self-created hardship. e) The granting of the variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. f) The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets or increase the danger of fire or endanger the public safety or substantially diminish or impair property values within the neighborhood. 6. In evaluating a subdivision, the city shall consider the development's compliance with the following: a. The proposed subdivision is consistent with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including, but not limited to, the city's comprehensive plan; c. The physical characteristics of the site, including, but not limited to, topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; e. The proposed subdivision will not cause environmental damage; I. The proposed subdivision will not conflict with easements of record. g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1. Lack of adequate storm water drainage. 2. Lack of dedicated and improved public streets. 3. Lack of adequate sanitary sewer systems and not ISTS (individual sewer treatment system). 4. Lack of adequate off-site public improvements or support systems. 7. The planning report #09-18, dated November 17, 2009, prepared by Sharmeen Al-Jaff, et al, is incorporated herein. The Planning Commission recommends that the City Council approve Preliminary Plat and Site Plan Approval with variances for the construction of a parking ramp — Planning Case 2009-18. ADOPTED by the Chanhassen Planning Commission this 17th day of November, 2009. CHANHASSEN PLANNING COMMISSION BY: ! Yts�cfiiurlr�A 11 Tract 1: That part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23, described as follows: Commencing at a point on the North line of said Section 13, distant 312.0 feet West from the North Quarter corner thereof; thence South at right angles to said North line 33.0 feet to the actual point of beginning; thence continuing South along the last described course 94.66 feet to the Southerly right-of-way line of Highway 101, thence Southeasterly along said Southerly right-of-way line a distance of 12.58 feet along a curve concave to the Southwest, having a delta of 2 degrees 33 minutes 55 seconds and a radius of 281.00 feet; thence South 38 degrees 51 minutes 39 seconds East a distance of 235.02 feet; thence South 56 degrees 58 minutes 06 seconds West a distance of 197.68 feet; thence North 88 degrees 06 minutes 20 seconds West, parallel with the North line of said section, a distance of 354.91 feet; thence North 1 degree 11 minutes 04 seconds East a distance of 76.15 feet; thence West parallel with said North line 311.88 feet; thence North parallel with the West line of said Northeast Quarter of the Northwest Quarter a distance of 319.03 feet to a point 33.0 feet South of the North line of said Section 13; thence East parallel with said North line a distance of 675.18 feet to the point of beginning, Carver County, Minnesota. Excepting from the above described parcel the following: Parcel 1: All that part of the following described property: That part of the Northeast Quarter of the Northwest Quarter (NE Y. of NW Y) of Section 13, Township 116, Range 23, described as follows: Commencing at the Northeast corner of said Quarter -Quarter; thence West along the North line of said Quarter - Quarter distant 252.0 feet to the actual point of beginning of the tract to be described; thence continuing West along said North line 60.0 feet; thence South parallel with the East line of said Quarter- Quarter distant 378.0 feet to the Northerly right-of-way of the Chicago, Milwaukee, St. Paul and Pacific Railroad; thence East along said Railroad right-of-way 120.0 feet to a point 192 feet West of the East line of said Quarter -Quarter; thence North parallel with said East line 75.0 feet to a point 303.0 feet South of the North line of said Quarter -Quarter; thence West parallel with said North line 60.0 feet; thence North 303.0 feet to the actual point of beginning; except that part of the above described premises taken for highway purposes. Which lies Northerly of a line drawn parallel and/or concentric with and distant 50.00 feet Southeasterly from the following described line: Commencing at a point distant 5.00 feet South from said Northeast corner of the Northwest Quarter as measured at a right angle from the North line of said Northwest Quarter; thence on an assumed bearing of West parallel with said North line of the Northwest Quarter for 600.00 feet; thence on a bearing of East for 107.01 feet to the actual point of beginning of said line; thence Easterly and Southeasterly for 257.84 feet along a tangential curve concave to the Southwest having a radius of 300.00 feet and a central angle of 49 degrees 14 minutes 41 seconds; thence South 40 degrees 45 minutes 19 seconds East, tangent to said curve, for 351.48 feet; thence Southeasterly and Southerly for 249.72 feet along a tangential curve concave to the Southwest having a radius of 344.92 feet and a central angle of 41 degrees 28 minutes 55 seconds, and said line there terminating. Said point of termination of said line is more particularly described as follows: Commencing at said Northeast corner of the Northwest Quarter; thence Southerly along the East line of said Northwest Quarter for 605.95 feet; thence Easterly perpendicular to the last described line for 32.13 feet to said point of termination. And all that part of the following described property: Commencing at a point 20 rods South of the Northeast corner of the Northwest Quarter of Section 13, Township 116, Range 23, thence running West 8 rods; thence South at right angles to the last line to the North line of the right-of-way of the Hastings and Dakota Division of the Chicago, Milwaukee and St. Paul Railway Company; thence Easterly along said North line of said right-of-way to a point where the North and South center line of said Section 13 strikes said North line of said right-of-way of said Railway Company; thence North on said center line to place of beginning, situated in the Northeast Quarter of the Northwest Quarter of said Section 13, containing 13/100 acres more or less. Except that part of the above described property conveyed in Deed Book 128, page 214 files of the Carver County Recorder, Carver County, Minnesota, and being more particularly described as being the North 21.5 feet of the above described property. PARCEL 2: All that part of the following described property All that part of the Northeast Quarter of the Northwest Quarter (NE Y of NW Y..) of Section Thirteen (13), Township One Hundred Sixteen (116), Range Twenty Three (23), lying West of a line drawn parallel with and distant 312 feet West of the North and South Quarter section line of said Section Thirteen (13), North of the right-of-way of the Chicago, Milwaukee, St. Paul and Pacific Railway Company and East of the following described line, to -wit: Beginning at a point 537 feet West and 33 feet South of the Northeast corner of the Northeast Quarter of the Northwest Quarter (NE Y. of NW %) of said Section Thirteen (13); thence South at right angles to the North Line of said Section 155 feet to the Southeast corner of the tract of land described in Book 30 of Deeds, page 459; thence West at right angles 25 feet; thence South and parallel with the West line of said Northeast Quarter of the Northwest Quarter (NE'/. of NW Y..) to the North line of the right-of-way of the Chicago, Milwaukee, St. Paul and Pacific Railway. And all that part of the following described property: That part of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company's right-of-way in the Northeast Quarter of the Northeast Quarter of the Northwest Quarter (NE Y. of NE Y. of NW Y.) of Section 13, Township 116 North, Range 23 West, in the Village of Chanhassen, Carver County, Minnesota, which lies Northerly of a line distant fifty six and one half feet (56.5') Northerly of, (measured at right angles and radially to) and parallel with the center line of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company's main track as now there laid and established, said right-of-way having been acquired by Warranty Deed from John P. Rosbach and wife to Hastings and Dakota Railway Company (predecessor of the Chicago, Milwaukee and St. Paul Railway Company) dated October 9, 1880 and recorded in Book 5 of Deeds, pages 483 and 484 in Register of Deeds Office of Carver County and by two Warranty Deeds from John P. Rosbach and wife to Chicago, Milwaukee and St. Paul Railway Company (predecessor to the Chicago, Milwaukee, St. Paul and Pacific Railway Company) one dated July 21, 1881, recorded in Register of Deeds Office in Book "Y", page 427 and 428 and the other dated July 15, 1912, recorded in Book 23 of Deeds, page 311. Which lies Northerly of a line drawn parallel and/or concentric with and distant 50.00 feet southwesterly from the following described line: Commencing at a point distant 5.00 feet South from said Northeast corner of the Northwest Quarter as measured at a right angle from the North line of said Northwest Quarter; thence on an assumed bearing of West parallel with said North line of the Northwest Quarter for 600.00 feet; thence on a bearing of East for 107.01 feet to the actual point of beginning of said line; thence Easterly and Southeasterly for 257.84 feet along a tangential curve concave to the Southwest having a radius of 300.00 feet and a central angle of 49 degrees 14 minutes 41 seconds; thence South 40 degrees 45 minutes 19 seconds East, tangent to said curve, for 351.48 feet; thence Southeasterly and Southerly for 249.72 feet along a tangential curve concave to the Southwest having a radius of 344.92 feet and a central angle of 41 degrees 28 minutes 55 seconds and said line there terminating. Said point of termination of said line is more particularly described as follows: Commencing at said Northeast corner of the Northwest Quarter; thence Southerly along the East line of said Northwest Quarter for 605.95 feet; thence Easterly perpendicular to the last described line for 32.13 feet to said point of termination. PARCEL 3: Commencing at the Northeast (NE) corner of the Northeast Quarter of the Northwest Quarter (NE X NW %) Section 13, Township 116, Range 23; thence West along the North line of said Quarter -Quarter, a distance of 252 feet to the actual point of beginning of tract of land to be described; thence South parallel with the East line of said Quarter -Quarter distant 303 feet; thence East parallel with the North line of said Quarter -Quarter a distance of 60 feet; thence North parallel with the East line of said Quarter -Quarter line a distance of 303 feet; thence West 60 feet to the point of beginning. Situate in the Northeast Quarter of the Northwest Quarter (NE % NW %) of Section 13, Township 116, Range 23. Subject to street and road easements and any encumbrances or deeds of record. AND That part of the Northwest Quarter of Section 13, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Northeast corner of said Northwest Quarter; thence South along the East line of said Northwest Quarter a distance of 351.5 feet; thence West at right angles 192.0 feet more or less to its intersection with a line 192.0 feet West of and parallel with the East line of said Northwest Quarter, as measured along a line parallel with the North line of said Northwest Quarter, to the actual point of beginning; thence continuing along the last described course 15.0 feet; thence North parallel with the East line of said Northwest Quarter to a line 303.0 feet South of and parallel with the North line of said Northwest Quarter; as measured along a line parallel with the East line of said Northwest Quarter; thence East parallel with the North line of said Northwest Quarter a distance of 15.0 feet to a line 192.0 feet West of and parallel with the East line of said Northwest Quarter, as measured along a line parallel with the North line of said Northwest Quarter; thence South parallel with the East line of said Northwest Quarter to the point of beginning. Tract 2: That part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23 which lies North of a line parallel with and 56.50 feet northerly of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company main track center line as now laid out and established, East of the plat of Frontier Cinema Addition, lying West of the Westerly line of Highway 101 and South of that part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23, described as follows: Commencing at a point on the North line of said Section 13, distant 312.0 feet West from the North Quarter corner thereof; thence South at right angles to said North line 33.0 feet to the actual point of beginning; thence continuing South along the last described course 94.66 feet to the Southerly right -of way line of Highway 101, thence Southeasterly along said Southerly right-of- way line a distance of 12.58 feet along a curve concave to the Southwest, having a delta of 2 degrees 33 minutes 55 seconds and a radius of 281.00 feet; thence South 38 degrees 51 minutes 39 seconds East a distance of 235.02 feet; thence South 56 degrees 58 minutes 06 seconds West a distance of 197.68 feet; thence North 88 degrees 06 minutes 20 seconds West, parallel with the North line of said section, a distance of 354.91 feet; thence North 1 degree 11 minutes 04 seconds East a distance of 76.15 feet; thence West parallel with said north line 311.88 feet; thence North parallel with the West line of said Northeast Quarter of the Northwest Quarter a distance of 319.03 feet to a point 33.0 feet South of the North line of said Section 13; thence East parallel with said North line a distance of 675.18 feet to the point of beginning, Carver County, Minnesota. Ecept that part Commencing at a point, said point being the northeast corner of the Northwest Quarter of Section 13, Township 116, Range 23; running thence West on the North Section line of Section 13, Township and Range aforesaid, a distance of 252 feet; thence due South a distance of 188 feet to a point; thence due East a distance of 60 feet to a point which is the point of beginning of the land herein to be described; thence due South a distance of 196 feet to a point; thence due East a distance of 60 feet to a point; thence due North a distance of 196 feet to a point; thence due West a distance of 60 feet to the place of beginning. Said tract being in the NE1/4 of NW 1/4 of Section 13, Township 116, Range 23 West. And except the following described parcel: That part of the Northwest Quarter of Section 13, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Northeast corner of said Northwest Quarter; thence South along the East line of said Northwest Quarter a distance of 351.5 feet; thence West at right angles 192.0 feet more or less to its intersection with a line 192.0 feet West of and parallel with the East line of said Northwest Quarter, as measured along a line parallel with the North line of said Northwest Quarter, to the actual point of beginning; thence continuing along the last described course 15.0 feet; thence North parallel with the East line of said Northwest Quarter to a line 303.0 feet South of and parallel with the North line of said Northwest Quarter; as measured along a line parallel with the East line of said Northwest Quarter; thence East parallel with the North line of said Northwest Quarter a distance of 15.0 feet to a line 192.0 feet West of and parallel with the East line of said Northwest Quarter, as measured along a line parallel with the North line of said Northwest Quarter; thence South parallel with the East line of said Northwest Quarter to the point of beginning. Tract 3: All that part of the following described property That part of the Northeast Quarter of the Northwest Quarter (NE X of NW %) of Section 13, Township 116, Range 23, described as follows: Commencing at the northeast corner of the Northeast Quarter of the Northwest Quarter, Section 13, Township 116, Range 23; thence west along the north line of said Northeast Quarter of the Northwest Quarter a distance of 252.00 feet to the point of beginning of the tract to be described; thence south parallel with the east line of said Northeast Quarter of the Northwest Quarter a distance of 303.00 feet; thence east parallel with the north line of said Northeast Quarter of the Northwest Quarter a distance of 60.00 feet; thence north parallel with the east line of said Northeast Quarter of the Northwest Quarter a distance of 303.00 feet; thence west 60.00 feet to the point of beginning. Which lies Southerly of a line drawn parallel and/or concentric with and distant 50.00 feet southeasterly from the following described line: Commencing at a point distant 5.00 feet South from said Northeast corner of the Northwest Quarter as measured at a right angle from the North line of said Northwest Quarter; thence on an assumed bearing of West parallel with said North line of the Northwest Quarter for 600.00 feet; thence on a bearing of East for 107.01 feet to the actual point of beginning of said line; thence Easterly and Southeasterly for 257.84 feet along a tangential curve concave to the Southwest having a radius of 300.00 feet and a central angle of 49 degrees 14 minutes 41 seconds; thence South 40 degrees 45 minutes 19 seconds East, tangent to said curve, for 351.48 feet; thence Southeasterly and Southerly for 249.72 feet along a tangential curve concave to the Southwest having a radius of 344.92 feet and a central angle of 41 degrees 28 minutes 55 seconds, and said line there terminating. And That part of the Northwest Quarter of Section 13, township 113, Range 23, Carver County, Minnesota, described as follows: Commencing at the Northeast corner of said Northwest Quarter; thence south along the east line of said Northwest Quarter a distance of 351.5 feet; thence west at right angles 192.00 feet more or less to its intersection with a line 192.00 feet west of and parallel with the east line of said Northwest Quarter, as measured along a line parallel with the north line of said Northwest Quarter, to the actual point of beginning; thence continue along the last described course 15.00 feet; thence north parallel with the east line of said Northwest Quarter to a line 303.00 feet south of and parallel with the north line of said Northwest Quarter, as measured along a line parallel with the east line of said Northwest Quarter; thence east parallel with the north line of said Northwest Quarter a distance of 15.00 feet to a line 192.00 feet west of and parallel with the east line of said Northwest Quarter, as measured along a line parallel with the north line of said Northwest Quarter; thence south parallel with the east line of said Northwest Quarter to the point of beginning. AND Outlot A, Old Village Hall, According to the recorded plat thereof Tract 4: That part of Outlot A, Frontier Cinema Addition, Carver County, Minnesota, described as follows: Commencing at the southeast corner of Outlot A, Frontier Cinema Addition, Carver County, Minnesota; thence North 00 degrees 33 minutes 26 seconds West, an assumed bearing, along the east line of said Outlot A, a distance of 110.00 feet; thence North 17 degrees 52 minutes 40 seconds East along said east line of Outlot A, a distance of 6.11 feet to the point of beginning; thence North 11 degrees 09 minutes 45 seconds West a distance of 98.29 feet; thence North 78 degrees 50 minutes 15 seconds East a distance of 31.70 feet to said east line of Outlot A; thence southerly along said east line of Outlot A to the point of beginning. Chanhassen Parking Structure Project, Phase II Architectural History Investigation, Chanhassen, Carver County, Minnesota S.P. NUMBER: 91-080-06 MNIDOT AGREEMENT NUMBER: 95258 SHPO NUMBER: PENDING Authorized and Sponsored by: Federal Highway Administration, Minnesota Department of Transportation and the Southwest Transit Authority Prepared by: William E. Stark, Principal Investigator Stark Preservation Planning LLC October 2009 Chanhassen Parking Structure Project, Phase II Architectural History Investigation, Chanhassen, Carver County, Minnesota S.P. Number: 91-080-06 Mn/DOT Agreement Number: 95258 SHPO Number: Pending Authorized and Sponsored by: Federal Highway Administration, the Minnesota Department of Transportation and the Southwest Transit Authority Prepared by: Stark Preservation Planning LLC 2840 43rd Avenue South Minneapolis, Minnesota 55406 Report Author and Principal Investigator: William E. Stark, M.A. October 2009 MANAGEMENT SUMMARY In September 2009, the Minnesota Department of Transportation (Mn/DOT) Cultural Resources Unit (CRU) and the Southwest Transit Authority requested the evaluation of the Chanhassen Dinner Theatre at 501 West 78th Street, Chanhassen, Minnesota (CR -CHC -044) for its eligibility for listing in the National Register of Historic Places (NRNP) in relation to the proposed parking structure project (S.P. 91-080-06). Stark Preservation Planning LLC, with William E. Stark as Principal Investigator, conducted the investigation. This report outlines the methods of the investigation, the description, history, context and evaluation of the theater complex, and conclusions. The project is located in Section 13, T116N, R23W, in Carver County, Minnesota (Figure 1). Southwest Metro Transit proposes to purchase property in the City of Chanhassen to construct a four -level, two - bay, parking structure with 420 spaces, vertical circulation, passenger area, restrooms, office, entrance roadway and other support spaces for use as a park and ride facility in the City of Chanhassen. The proposed project is adjacent to the Chanhassen Dinner Theater (501 W. 78th Street, Chanhassen; constructed in 1968) and also entails the acquisition of property related to the theater. The project will be receiving funding from the Federal Highway Administration (FHWA), and therefore must comply with Section 106 of the National Historic Preservation Act of 1966, as amended. The Minnesota Department of Transportation (Mn/DOT) Cultural Resources Unit (CRU) serves as the project manager for the Section 106 process. Mn/DOT has requested a Phase II evaluation of the theater complex to determine its eligibility for listing in the NRHP. Because it is less than 50 years of age, the property needs to meet NRHP Criterion Consideration G in order to be considered eligible. The Chanhassen Dinner Theater was constructed in 1968. It was owned, designed and operated by Herb Bloomberg, a Chanhassen housing developer and entrepreneur. By 1978, it was operating four stages, with over 30 dinner/theater combination performances per week year round. The theater and Bloomberg significantly shaped the growth of Chanhassen, helping to transform it from a sleepy farming community to a developed suburb. The theater complex became among the largest in the nation and employed more Equity union members than any other dinner theater, and played an important role in introducing people to professional theater and in contributing to the vitality of the Twin Cities theater community. The Bloomberg family sold the theater operation in 1989, but retained ownership of the real estate and building. The Chanhassen Dinner Theatre property was given important consideration for significance under NRHP Criteria A, B and C, and within the framework of Criteria Consideration G for properties less than 50 years of age. Under Criterion A, the lack of historical perspective and scholarly works for the dinner theater industry could not support the justification for exceptional importance of Criterion Consideration G. The passage of time and/or the development of historical contexts may, in the future, support designation for this property. It is likely that the property would be considered significant under Criterion A once it has aged 50 years. Herb Bloomberg was found to a person with potential significance for his contributions to Chanhassen's development. His home, rather than the dinner theater, was the place most closely associated with his work and career. Under Criterion C, the theater building designed by Bloomberg is recommended not to be the work of a master, and unlikely to meet exceptional importance criteria for the distinctive characteristics of a type. The property is therefore recommended as not eligible for listing in the NRHP. No further work is recommended. Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page v Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page vi TABLE OF CONTENTS MANAGEMENTSUMMARY................................................................................................................ V TABLEOF FIGURES......................................................................................................................... VIII 1.0 INTRODUCTION......................................................................................................................1 1.1 Project Description............................................................................................................................1 2.0 METHODS...............................................................................................................................5 2.1 Objectives.......................................................................................................................................... 5 2.2 Research............................................................................................................................................5 2.3 Field Survey.......................................................................................................................................5 2.4 Inventory Form.................................................................................................................................6 2.5 Evaluation.........................................................................................................................................6 3.0 PHASE 11 INVESTIGATION: CHANHASSEN DINNER THEATRE......................................................7 3.1 Description........................................................................................................................................7 3.1.1 Alterations...........................................................................................................................16 3.2 History and Context........................................................................................................................16 3.3 Significance.....................................................................................................................................23 3.3.1 Criterion A...........................................................................................................................24 3.3.2 Criterion B...........................................................................................................................25 3.3.3Criterion ...........................................................................................................................26 3.3.4 Criterion D...........................................................................................................................27 3.4 Integrity........................................................................................................................................... 27 3.5 Evaluation and Recommendations.................................................................................................28 4.0 SUMMARY AND CONCLUSIONS.............................................................................................30 5.0 REFERENCES CITED................................................................................................................31 APPENDIX A: PROJECT PERSONNEL................................................................................................. A-1 Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page vii TABLE OF FIGURES FIGURE 1. PROJECT LOCATION..............................................................................................................................................3 FIGURE 2. PROPERTY SITE PLAN............................................................................................................................................8 FIGURE 3. CHANHASSEN FURNITURE GALLERIES, FACING S.........................................................................................................9 FIGURE 4. CHANHASSEN DINNER THEATRE MAIN ENTRANCE, FACING NW...................................................................................9 FIGURE 5. CHANHASSEN DINNER THEATER MAIN ENTRANCE, FACING SW.................................................................................. 10 FIGURE 6. NORTH PATIO AND WALKWAY, FACING SW............................................................................................................ 10 FIGURE 7. NORTH WALKWAY INTERIOR OF RETAIL CENTER.......................................................................................................11 FIGURE 8. NORTH ELEVATION, FURNITURE STORE, FACING S.................................................................................................... 12 FIGURE 9. RETAIL STOREFRONTS, WEST OF DINNER THEATER, FACING SE...................................................................................12 FIGURE 10. FRONTIER BUILDING, FORMER FRONTIER LUMBER YARD, FACING S........................................................................... 13 FIGURE 11. CHANHASSEN DINNER THEATRE, FACING N........................................................................................................... 14 FIGURE12. SCENE SHOP, FACING SW.................................................................................................................................. 14 FIGURE 13. PLANS FOR DINNER THEATER AND FURNITURE GALLERY, C.1978.............................................................................. 15 FIGURE 14. CHANHASSEN DINNER THEATRE, LOBBY INTERIOR.................................................................................................. 15 FIGURE 15. CHANHASSEN DINNER THEATER, BAR INTERIOR..................................................................................................... 16 FIGURE16. CHANHASSEN, C.1910...................................................................................................................................... 17 FIGURE 17. FRONTIER LUMBER YARD, LATER CHANHASSEN FURNITURE GALLERIES, C.1960........................................................... 18 FIGURE 18. PROMOTIONAL MATERIAL FOR CHANHASSEN, C. 1960........................................................................................... 19 FIGURE 19. HERB BLOOMBERG IN THE MAIN THEATER, C. 1968............................................................................................... 20 FIGURE 20. HERB AND CAROL BLOOMBERG........................................................................................................................... 23 FIGURE 21. CHANHASSEN DINNER THEATER ENTRANCE, 1968 (LEFT) AND 2009 (RIGHT)..............................................................27 FIGURE 22. PLANS, NORTHEAST ELEVATION, UNDATED (C.1970).............................................................................................27 FIGURE 23. CHANHASSEN DINNER THEATRE, FACING S............................................................................................................28 FIGURE 24. FOYER AND CAR PORT PLAN, C. 1970 (LEFT) AND EXPANDED FOYER AND CAR PORT PLAN, 1998 ..................................28 Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page viii 1.0 INTRODUCTION In September 2009, the Minnesota Department of Transportation (Mn/DOT) Cultural Resources Unit (CRU) and the Southwest Transit Authority requested the evaluation of the Chanhassen Dinner Theatre at 501 West 78`h Street, Chanhassen, Minnesota (CR -CHC -044) for its eligibility for listing in the National Register of Historic Places (NRNP) in relation to the proposed parking structure project (S.P. 91-080-06). The project will be receiving funding from the Federal Highway Administration (FHWA), and therefore must comply with Section 106 of the National Historic Preservation Act of 1966, as amended. Mn/DOT CRU serves as the project manager for the Section 106 process. The proposed project is adjacent to the Chanhassen Dinner Theater (501 W. 78th Street, Chanhassen; constructed in 1968) and also entails the acquisition of property related to the theater. Stark Preservation Planning LLC, with William E. Stark as Principal Investigator, conducted the investigation. This report outlines the methods of the investigation, the description, history, context and evaluation of the theater complex, and conclusions. Mn/DOT has requested a Phase II evaluation of the theater complex to determine its eligibility for listing in the National Register of Historic Places (NRNP). Because it is less than 50 years of age, the property would need to meet NRHP Criterion Consideration G in order to be considered eligible. 1.1 PROJECT DESCRIPTION The project is located in Section 13, T116N, R23W, in Carver County, Minnesota (Figure 1). Southwest Metro Transit proposes to purchase property in the City of Chanhassen to construct a four -level, two - bay, parking structure with 420 spaces, vertical circulation, passenger area, restrooms, office, entrance roadway and other support spaces for use as a park and ride facility in the City of Chanhassen. Chanhassen Parking Structure Project Phase II Architectural History Investigation Page 1 Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 2 u 2.0 METHODS 2.1 OatEC'1 ws The objective of the Phase II investigation was to evaluate the Chanhassen Dinner Theater (CR -CHC -044) to provide a recommendation of NRHP eligibility through property -specific research and historic context development. Work was conducted in accordance with The Secretary of the Interiors' Standards and Guidelines for Archeology and Historic Preservation [48 Federal Register 44716-447601 (National Park Service 1983). 2.2 RESEARCH Research was conducted to inform the history of both the dinner theater building, and to develop a historic context within which to evaluate its significance. Research was undertaken at the Minnesota Historical Society, the Carver County Historical Society, and the University of Minnesota. Local newspaper indexes available on-line by the Carver County Historical Society were particularly useful in researching the history of this recent resource. The City of Chanhassen building inspections department was consulted for any plans and records documenting the original building or alterations. Although plans for the original construction are not on file, early plans drawn prior to more recent alterations, as well as plan sets indicating several interior changes helped to document the property over its life. The Carver County Recorder records were reviewed to indicate when the land within or near the subject parcel was acquired for the current purpose. Oral interviews were conducted with two long-time Chanhassen Dinner Theatre employees, Kris Howland, Public Relations Director and Solveig Huseth, General Manager, and with Clayton Johnson of the Bloomberg Companies Inc., owner of the property. Britta Bloomberg, daughter of the dinner theater founders Herb and Carol Bloomberg and former Chanhassen Dinner Theatre vice president (1982-1989) was also interviewed to contribute information about the development of the property and the role of her family in its history. No scholarly works on the contributions of dinner theaters to the American theater experience has been conducted to the knowledge of the Principal Investigator. Numerous databases were searched in an effort to seek out academic studies or journal articles upon which to base eligibility recommendations, including ProQuest's Dissertation and Theses database from over 1,000 North American and European Universities, the Discovery Database, Academic Search Premier, and Google Scholar. None indicated the presence of scholarly works related to dinner theaters. One hopeful prospect was a 1990 publication of theater -related dissertations in progress, which named a dissertation on Dinner Theater in American by Richard Gamble of Texas Tech. The dissertation was not found in a search at Texas Tech, suggesting this research was never completed. William Lynk's Dinner Theatre: a Survey and Directory (1993) provided the most useful text in placing the Chanhassen within its national context of other dinner theaters. This small book gave an overview of the growth and development of the field from an insider's perspective. Relying on industry anecdotes, it lacked a critical and academic approach. 2.3 FIELD SURVEY In September 2009, Stark conducted a survey of the Chanhassen Dinner Theatre property, and its adjoining buildings. The property was recorded with digital photographs and field notes to develop a description of the building and setting, and to evaluate its historic integrity. Staff from the dinner theater, Kris Howland and Solveig Huseth, provided the Principal Investigator with a tour of the Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 5 building's interior and exterior, in addition to historical information based on their many years of working in the facilities, on September 22, 2009. 2.4 INVENTORY FORM A Minnesota Architecture -History Inventory Form was completed for the property. The form is provided separately to be filed at the SHPO. 2.5 EVALUATION The evaluation of the Chanhassen Dinner Theater's eligibility for listing in the NRHP was assessed based on the property's significance and integrity. The NRHP significance criteria are summarized below: • Criterion A — association with events that have made a significant contribution to the broad patterns of history; • Criterion B — association with the lives of persons significant in our past; • Criterion C — embodiment of the distinctive characteristics of a type, period, or method of construction; representation of the work of a master; possession of high artistic values; or representation of a significant and distinguishable entity whose components may lack individual distinction; or • Criterion D — potential to yield information important to prehistory or history (NPS 1995). The NPS has identified seven aspects of integrity to be considered when evaluating the ability of a property to convey its significance: location, design, setting, materials, workmanship, feeling, and association. The integrity of each property considered to be significant was assessed in regard to these seven aspects. The properties were also assessed to determine if they represent a type of property to be evaluated in light of NRHP Considerations (NPS 1995). Because this Chanhassen property is less than 50 years of age, Criteria Consideration G for properties that have achieved significance within the last 50 year was applied to the evaluation. Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 6 3.0 PHASE II INVESTIGATION: CHANHASSEN DINNER THEATRE 3.1 DESCRIPTION The Chanhassen Dinner Theatre is located on an irregularly shaped parcel in downtown Chanhassen on the southwest corner of Great Plains Boulevard and West 78th Street, and north of the Canadian Pacific (formerly Chicago, Milwaukee & St. Paul) railroad line (see Figure 1). On the east, the building complex is separated from Great Plains Boulevard by a large parking lot; a narrower parking area is situated along the north side, between the building complex and West 781h Street. The parcel slopes downward from north to south, exposing the basement level on the building's south side, where a third parking lot is found between the theater and the railroad right-of-way (Figure 2). The Chanhassen Dinner Theater building was constructed in 1968 as a 90 000 square foot complex that included several theaters, kitchens, dining rooms, bars, support areas, as well as adjacent retail stores. These were added onto the existing Chanhassen Furniture Gallery (1961), and the interior of the buildings would flow from one into the other. The exterior would give the appearance of several smaller buildings constructed over a period of time and joined by a covered sidewalk. The intention was to give the impression of a western frontier town, and the complex was known as the Frontier Center. To this effect, the exterior was treated with materials, adornments, roofs and other details to give this look on an otherwise modern building (Figure 3). Based on a concrete block foundation, most public facing facades (north and east, generally) are clad with wide, rough -sawn, lapped boards or with rough -sawn board and batten. The building is generally one-story in height, with the lower level exposed on the south elevation. The built-up roof is flat over most of the building, although gabled and pent roofs and dormers clad with shake shingles project from the roof in a variety of ways, especially where viewed from the public areas (see Figure 3). The primary entrance to the dinner theater is on the northeast facade, where a car port' extends in an angular fashion and is capped with a pent roof and shingle shakes. The car port covering and the small arcade over the sidewalk are supported by rough -sawn square wood posts. The arcade is covered by a series of arches, each with a hanging lantern. The building fa4ade under the carport is faced with random laid limestone. Two pairs of oak -framed, glass doors provide the primary means of entry into the theater's foyer. Casement windows on front and sides of the projecting foyer provide light to the interior. An illuminated marquee with the words "Chanhassen Dinner Theatre" is mounted on the east end of the car port roof (Figure 4). The north elevation extends from the main entry area faces onto a parking lot and West 78h Street, and incorporates the north facade of the theater itself, as well as a row of retail stores in a "strip mall" type of arrangement. A concrete sidewalk proceeds from the east car port area and wraps around to the north elevation. This side is faced with wood lap siding, and a series of divided light windows, now painted over. Rustic posts and brackets appear to support the low-pitched, side -gabled roof, where an open wood railing with a cross balustrade is placed on the eaves. A cross -gabled projection and brick chimney stand above this fa4ade, suggesting the use of the "Fireside Theatre" within. Proceeding west along this elevation, the facade steps back, and offers an outdoor patio area, with access to the theater and shopping complex (Figures 5 and 6). 'The function of this feature is more that of a "Porte cochere," or covered area for a vehicle to pass through, rather than park. Because the feature is identified as a "car port" in the original and subsequent plans for the dinner theater, that term is used in this report. Chanhassen Parking structure Project Phase 11 Architectural History Investigation Page 7 f`: t R� @pi lblr FIGURE 2. PROPERTY SITE PIAN twrr t F ITT Ircel boundaryy -- a '1 Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 8 FIGURE 3. CHANHASSEN FURNITURE GALLERIES, FACING S FIGURE 4. CHANHASSEN DINNER THEATRE MAIN ENTRANCE, FACING NW Chanhassen Parking Structure Project Phase II Architectural History Investigation Page 9 FIGURES. CHANHASSEN DINNER THEATER MAIN ENTRANCE, FACING SW FIGURE 6. NORTH PATIO AND WALKWAY, FACING SW Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 10 The next link to the west appears as a series of separate buildings joined by a covered flagstone sidewalk within a glass -enclosed arcade and a shingle -clad pent roof. Within the enclosed sidewalk area, the walls are clad with board -and -batten siding and the pressed metal exterior doors with divided glass windows. A curving stairway descends to the lower level; its balusters are designed with cut-out tree shapes (Figure 7). Most of the retail space was designed for the Chanhassen Furniture Store (originally Frontier Lumber), now vacant, and is a prominent feature facing northwest. A tall, gabled roof with a glass gable end wall projects from the flat roof. It is surmounted by what appears to be an antique metal barn ventilator (Figure 8). A series of shops continues to the west fronted by both enclosed and open arcades. A "false front' style projection protrudes from the second story in one location, concealing a second story living quarters (Figure 9). In c.1981, an addition was built linking the existing (and older) buildings for the former Frontier Lumber Yard (1965), giving the entire complex a uniform appearance in its north elevation (Figure 10). FIGURE 7. NORTH WALKWAY INTERIOR OF RETAIL CENTER Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 11 FIGURE 8. NORTH ELEVATION, FURNITURE STORE, FACING S FIGURE 9. RETAIL STOREFRONTS, WEST OF DINNER THEATER, FACING $E Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 12 FIGURE 10. FRONTIER BUILDING, FORMER FRONTIER LUMBER YARD, FACINGS The south, secondary elevation of the theater complex is a strictly utilitarian, non-public facade that more clearly shows how the complex is constructed. Although little attention is given to aesthetics, the walls are again mostly clad with board and batten or grooved wood panel siding, and painted to match the rest of the complex. The south elevation is the service side of the complex, providing access to various service needs, including kitchen deliveries, back stage for the main theater and loading dock for deliveries to the furniture store. From this perspective, the Behlen building — a pre -fabricated metal structure —that envelopes the core of the main theater, is clearly visible (Figure 11). Across the south parking lot of the theater complex, next to the railroad line is the scene shop in a free- standing Behlen building. The large, one-story, rectangular plan building stands on a concrete pad. Its walls are constructed of ribbed, vertical, concave panels that are bolted together. The windowless structure has garage doors on its east and west ends. Also constructed in the 1960s, it once housed the construction company operated by Herb Bloomberg (Figure 12). The interior of the theater continues the theme of a rustic, but comfortable home. The entry foyer with a polished flagstone floor (expanded 1988), flows into the outer lobby, where the box office is placed immediately to the left (Figure 13). A large, random course limestone fireplace is a prominent, central feature (Figure 14). The western theme is continued in its reception rooms, such as the Hogarth Bar and Lounge and the Brindisi Bar, which have storefront -like exteriors, Victorian architectural details, and dark woodwork and wood furniture (Figure 15). The Fireside Theater is located on the north side of the main level. Ramps lead to the lower level to the Courtyard Theatre and the Playhouse Theatre. The main stage is on the south side of the building and is approached from the box office area. The main theater is set up in a tiered horseshoe arrangement around the stage on the south wall. Chanhassen Parking Structure Project Phase II Architectural History Investigation Page 13 FIGURE 11. CHANHASSEN DINNER THEATRE, FACING N FIGURE 12. SCENE SHOP, FACING SW Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 14 ST aNed uol;eBHSanul AiOls'H lempally»V It aseyd »a[O°d a3n;ini;S Sulj3ed uasseyue4D HOIH3LNl ABSOI'3H1V3Hla3NNIQ N3SSVHNVH7'bT 3Nn9ii • H n � SL61-D 'Aa]nV93anllNanj (INV H31VIH1 a3NNIQ HOJ SNVld -ET 3HnOld 77F— f � - -- FIGURE 15. CHANHASSEN DINNER THEATER, BAR INTERIOR 3.Z1 Alterations By and large, the theater complex was built out largely as it exists today, although a number of changes and remodelings have occurred throughout the years, many on the interior. An interior lounge space, originally known as the Clerestory, was remodeled to become the Courtyard Theatre in 1973. In 1978 the interior of the Bronco Bar was reconfigured to convert it to the Fireside Theatre. Circa 1980, an exterior addition was added to the west side of the building for a kitchen expansion, which also involved other alterations to the kitchen area. In 1981, some of the retail spaces within the complex were remodeled, and offices were added to the roof, creating a small second story addition. The following year, the Directors Room was also added to the roof, offering a private box and dining facility for the main theater. The most visible exterior alteration was made to the entrance in 1988, when the old car port was removed, and the much larger foyer and second story offices were added, along with the new car port. 3.2 HISTORY AND CONTEXT In the mid-1960s, Herbert (Herb) Bloomberg, along with his wife and partner, Carolyn (Carol), had a vision to provide locally produced, high-quality, Broadway -style theater to the Twin Cities. There were two wrinkles to this vision. One, it would be a dinner theater, a new and popular trend that was sweeping the country. Two, it would be in Chanhassen, Minnesota, a community 30 miles from downtown Minneapolis that was early in the process of transitioning from a sparsely populated rural outpost to a suburb of the Twin Cities metropolitan area. As an amateur architect and entrepreneur, Bloomberg had earned his stripes as a robust developer of Chanhassen's suburban residential developments. As a theater enthusiast, he and Carol often made trips to New York City to see Broadway shows, and Herb was given the opportunity to design the Old Log Theater in nearby Excelsior in 1960. The Chanhassen Dinner Theatres would bring these passions together with remarkable success and result in a business lasting over 40 years. Herbert Bloomberg (1913-2005) was a Minneapolis native and graduate of West High School. His father, a construction foreman, encouraged Herb's early interest in home building, the first of which he Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 16 designed and built at age 15. Although Bloomberg took some courses at the University of Minnesota in math and architecture, he never received a degree. His early work as a contractor was in partnership with his father. Bloomberg served in the as a Seabee in the Navy during World War II (1942-1945), where he first developed an interest in theater when he was placed in charge of theater operations for his unit. In 1951, Bloomberg married Carolyn Moline (1925-2006), a Carleton College graduate with a talent for interior design, and pursued his career as a housing developer in Edina, Minnesota (Star Tribune, 6 December 2005; Star Tribune, 3 December 2006; Blanchard 1980:120-121; Chanhassen Villager 8 December 2005:1). As opportunities for new development waned in Edina, Bloomberg moved his family to Chanhassen in 1958, where he had been acquiring land near Lotus Lake and in the nearby village for several years. There he would play a key role in the growth, development and character of that community. Northeast Chanhassen Township had been settled by Dutch and Germans in the nineteenth century. The group established a strong Catholic, agrarian enclave centered on St. Hubert's church. The construction of the Benton Cutoff of the Chicago, Milwaukee & St. Paul Railroad in the 1880s provided not just a depot for Chanhassen but an important connection to Minneapolis and other Minnesota communities. Where only the church and farm houses stood before, a small hamlet arose, comprised of a grocery, saloon, school, general merchandise store, marble yard and carpenter shop (Figure 16). The Village of Chanhassen was formally established in 1896. Its role as a farm -to -market outpost remained intact until the 1960s (Hoisington 1996). By the mid-1950s, Chanhassen had a population of just 200 people, with no active fire department, one grain elevator, one bank, one general and grocery store, and two taverns. Saint Hubert's Catholic School was the only school in town. This would soon change as the young, ambitious men returning from the armed services saw the sleepy village as an opportunity. An American Legion Hall was constructed in 1954, which several years later became the Riviera, a "private bottle club," and St. Hubert's opened a new school in 1957. In the 1960s the village saw its first strip mall at the Colonial Center and the first subdivision, Sunrise Hills, was built by Bob Scholer on his father-in-law's pasture (Hoisington 1996). FIGURE 16. CHANHASSEN, C.1910 Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 17 Bloomberg began his work in Chanhassen designing and building custom homes — including his own — in his upscale residential development of Colonial Grove and Lotus Lake. The designs of the houses conformed to popular types of the period, such as ramblers and split-levels, but would bear his unique imprint of rustic, vernacular details, such as cut-out window shutters and balustrades, inspired by travels to Arizona. When Bloomberg found it difficult to obtain sufficient building supplies for his development business, he opened his own lumber yard, Frontier Lumber, in 1959 on parcels he had been acquiring in the little village since 1956 (Figure 17). In 1961, it would be complemented by the Frontier Hardware Store and the Chanhassen Furniture Galleries, the latter of which was operated by Carol Bloomberg. These stores would showcase his work and were integrated with his development business. The success of the furniture store precipitated the construction of a new lumber building to the west in 1965. These business ventures, near a feed mill in the old village of Chanhassen, were the genesis of Bloomberg's vision of an old west frontier style village. Inspired by the community's "Frontier Days" festival, Bloomberg took the concept a step further and encouraged other building owners to adopt the western style of adorning the buildings. His own complex would be known as the Frontier Center, and the village began promoting itself as "The Western -most Town in Minnesota" (Figure 18) (Blanchard 1980:120; Hoisington 1996:167; Britta L. Bloomberg, personal communication, 6 October 2009). Among the many projects that Bloomberg pursued was the design and construction of the Old Log Theater in Excelsior. Inspired by his interest in Broadway shows, and with the initial encouragement of Old Log's Don Stolz, Bloomberg set about creating his own theater in Chanhassen using a new concept — dinner theater. Herb and Carol Bloomberg, along with Stolz, visited several dinner theaters around the country. What he found inspired him enough to begin his own venture on property he owned in the village of Chanhassen. FIGURE 17. FRONTIER LUMBER YARD, LATER CHANHASSEN FURNITURE GALLERIES, c.1960 Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 18 rluum lo. YRUMUI IUNAL MATERIAL FOR LHANHASSEN, C. 19W At the time the Chanhassen opened, dinner theaters were still a novel idea in entertainment. The dinner theater concept is relatively simple: patrons enjoy a quality meal and a live theatrical presentation, presumably in the same room, at a combined, value -oriented ticket price. The seeds of the dinner theater concept go back to 1953, when David and Nancy Kilgore, who founded the Barksdale Theatre, made arrangements for dinner to be served in another room prior to the play. While the Barksdale preferred to known as a "theatre that happens to have a restaurant," the groundwork was laid for a new theater industry. In 1959, Bill Pullinsi started the Candlelight Theatre Restaurant in the Washington, D.C.'s Presidential Arms Hotel, which served dinner to 600 patrons before a live show in the same room, marking the first fully formed dinner theater. The spark began to catch, and in 1960, the Meadowbrook Theatre Restaurant opened in Cedar Grove, New Jersey. Several years later, Pullinsi's theater, now transferred to his hometown of Chicago, opened a new 550 seat theater known as the Candlelight Dinner Playhouse. By the mid-1960s, dinner theaters really began to proliferate. Howard Wolfe opened the Wedgewood Dinner Theatre in Williamsburg, Virginia and by 1970, he had opened over a dozen of his "Barn Dinner Theatres" across the country, including facilities in Roanoke, Virginia (1965); Norfolk, Virginia (1966); Winchester, Kentucky (1966); Kingsport, Tennessee (1966); Knoxville, Tennessee (1966); Morrisville, North Carolina (1966); Marietta, Georgia (1966); Matthews, North Carolina (1967); Nashville, Tennessee (1967); Charlotte, North Carolina (1967); Tampa, Florida (1968); Houston, Texas (1968); Albuquerque, New Mexico (1968) Dallas, Texas (1968); Columbus, Ohio (1969), Jackson, Mississippi (1969); and Huntington, West Virginia (1970). Dozens of other dinner theaters would pop up around the nation; some would be sustained into the 1990s (Lynk 1993:1-21). Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 19 Although Stolz would drop out as part of the management team, the Bloombergs moved forward with their concept of a dinner theater in Chanhassen, which would be appended to the Chanhassen Furniture Gallery. The project involved involving several years of planning, construction and critical negotiations for a liquor license. Designed by Bloomberg himself, with interiors by Carol, the Chanhassen Dinner Theatre opened in 1968 with a musical called "How to Succeed in Business without Really Trying." The Chanhassen Dinner Theatre was essentially birthed fully formed as full-service entertainment and civic complex. Not only did it include multiple stages, restaurants, bars, and banquet facilities, but the furniture store, a liquor store and post office would be enveloped within its 90,000 square feet. Within its first year, the complex operated a myriad of entertainment, dining and drinking venues under one roof, including the main stage dinner theater, the Bronco Bar, the Living Room lounge, the Attic — an afterhours lounge, the Clerestory, and banquet and reception rooms. Both Herb and Carol Bloomberg were instrumental in the theater complex's design, which extended their flair for rustic, Western themes. The interior had polished flagstone floors, a massive stone fireplace near the box offices, and irregular, intersecting gables on multiple levels. Carpeting was custom designed by Carol Bloomberg. The exterior continued the Frontier theme established with the lumber yard and other businesses. The walls were clad with painted wood siding and an arcade -covered walkway surmounted by a balustrade and lit by coach lights. A rustic car port signified the entry (the present car port and expanded foyer has replaced the original, but fits with the design theme). The design was meant to create an other -worldly space, and would exude the hospitality of the Bloombergs, who would enjoy visiting with patrons and as they excitedly prepared for the evening's entertainment. The main theater had a seating capacity of approximately 570 people on a multi -tiered, horseshoe - shaped house (Figure 19). Tables with polished oak tops and matching chairs were manufactured at the on-site mill shop and are still in use today (the mill shop has been razed). Essentially a disguised, pre- fabricated metal shed, the stage has steel posts on each side, which need to be cleverly concealed by set designers for each production. Photograph courtesy of Chanhassen Dinner Theatres FIGURE 19. HERB BLOOMBERG IN THE MAIN THEATER, c. 1968 Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 20 The Playhouse Theater operated in the lower level with a capacity of 125. This venue was home to a play called I Dol 1 Doi, which opened in 1971 and ran for 22 % years with its original cast members throughout its run. The third theater opened in 1974 with a capacity of 300 guests on four levels. Known as the Courtyard Theatre, it was created near the center of the complex from the old Clerestory. Just four years later, the fourth theater — the Bronco Opera House — opened. Located on the main level near the entrance, it replaced the Bronco Bar, a lounge that featured nightly, popular rock performances. True to its name, this space had a distinctly western theme, with unusually angled ceilings, balconies and a brick fireplace. In c. 1985, it was remodeled and converted into the Fireside Theatre, with a capacity of 260 people. From 1978 to about 1990, the Chanhassen operated four stages simultaneously, with over 30 performances per week, year round (Kris Howland, personal communication, 2009; Chaska Herald 13 June 1974:16; Carver County Herald 19 April 1978:6; Britta L. Bloomberg, personal communication, 6 October 2009). From the beginning, the Chanhassen was a professional theater, using equity actors, contributing to the Bloombergs' desire for a quality theatrical, as well as dining, experience. Gary Gisselman was hired as the company's first artistic director and his early successes served to form the theater's reputation for high artistic integrity, critical acclaim, and commercial success. After directing nearly all of the Chanhassen productions for 12 years, Gisselman left the theater to serve as artistic director at the Arizona Theater Company (Waconia Patriot 3 April 1980:8A). In 1988, Michael Brindisi assumed the role of Resident Artistic Director, and continues in that position. The Bloombergs' commitment to high quality performances, dining, service, interior finishes and overall experience has earned their theater a reputation as "the Cadillac of dinner theatres" (Theater Crafts, as quoted in Lynk 1993:88). It took a few short years for the Chanhassen to get its footing and to be known as a venue for fine theater, in its far suburban location. A 1971 production of "Fiddler on the Roof' turned the tide after an 11 -month run. Operations for the theater and the dining facility are all in house. Sets are built on location in a scene shop (now in the pre -fabricated metal building south of the theater parking lot) and costumes are custom designed and sewn. Scenery fabricators also provide services to other companies and businesses to take full advantage of their facilities. Some 1,200 meals are prepared each evening in the kitchens. Even laundry is done on-site — cleaning napkins, tablecloths and costumes. In 1982, the Bloombergs hired their daughter, Britta Bloomberg, to join the management staff (Chanhassen Villager 21 October 1987:7). In about 1985 the theater building underwent a minor expansion, removing the original car port, and adding on an enlarged foyer and new car port. By 1988, the dinner theater had grown to one of the largest in the nation, and had estimated revenues of $8.4 million and attendance an approximately 250,000 per year. It was the city's second largest employer (Chanhassen Villager 21 October 1987; Chanhassen Villager 11 May 1989). After 20 years of operating the Chanhassen Dinner Theatre, Herb and Carol Bloomberg decided it was time to sell and move on to other interests, vowing that they would continue to be "vitally interested in what we have built in Chanhassen, and in the continued and vigorous development of the community" (as quoted in Chanhassen Villager, 20 October 1988:1). In May of 1989, the theater company was sold to Tom Scallen's International Broadcasting Corporation (IBC), a Minneapolis-based company whose operations included the Harlem Globetrotters, the Ice Capades, 19 skating rinks and three amusement parks. Scallen had been a vice president at 20`h Century Fox and at Radio City Music Hall, and understood the business of producing theater. The sale excluded the family's real estate holdings and other businesses, which among other things include the 14 acres upon which the theater, the Chanhassen Furniture Galleries, and Frontier Lumber & Millwork (all family operated companies) stood (Chanhassen Villager 11 May -1989:1; Royce 2008). Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 21 At age 75, Herb Bloomberg did not see the sale as an opportunity for retirement. Although perhaps the most visible, the dinner theater had been far from his only business interest. During his career, the Bloomberg Companies had built the Hazeltine National Golf Club's clubhouse, Quadna Ski Lodge and Chalet, Curt Carlson's Gold Bond Lodge in Wisconsin, many custom homes in the Twin Cities, and a major renovation of the historic St. James Hotel in Red Wing, Minnesota (Blanchard 1980). In 1976 he was appointed to head Chanhassen's Housing and Redevelopment Authority (HRA), whose recommendations included the demolition of most of the downtown, the construction of a 120 -room hotel, dozens of shops, a cinema, bowling alley, gymnasium, offices, supermarket and town square (Hoisington 1996:183-184). The original plan, which called for a centralized regional center to be built all at once, was revised as a result of the recession of the early 1980s. Instead, a smaller scale plan was put into place which retained the city's main street, historic landmarks, and small-town charm. Arterial roads and Highway 101 were re -aligned to provide easier access to and from Highway 5, and to the new shopping areas (Chanhassen Villager 12 October 1987:1). Bloomberg was eager to get on board with the development he had envisioned. In partnership with Curt Carlson of the Carlson Companies, he built the first, 84 -room Country Inn and Suites, which would be connected to his dinner theater by an indoor passageway (Chanhassen Villager 11 May 1989:1). Bloomberg continued his faith in Chanhassen's growth, although it did not always conform to his scheduled. He would quip that he know the Twin Cities would move west to Chanhassen, it just took 20 years longer than he thought (Britta L. Bloomberg, personal communication, 6 October 2009)! Carol Bloomberg, his interior design partner for many of his projects, continued to operate her interior design business out of the Chanhassen Furniture Galleries next door to the theater. Carol was also involved with the interior elements and themes of the Country Suites (as it was originally known), where the rooms bore the name of a town or city in the five -state area and historic photographs were displayed. The Country Inn & Suites brand, under the operation of Carlson Companies, continues to bear the trademark Bloomberg design characteristics, such as wood flooring, fireplaces, and a home -like atmosphere (Chanhassen Villager 20 September 1990:1). Under its new ownership, the dinner theater continued to thrive, despite the experiences of others in the industry. The challenges of combining two independently precarious businesses — restaurant and theater — meant that many of the early dinner theaters failed. Although dinner theaters market to the value -oriented consumer (the cost of a dinner theater ticket is typically less than the cost of a comparable theater performance and dinner sold separately), the vagaries of the economy can wreak havoc on sustaining a large playhouse. Those that succeeded, like the Chanhassen, seemed to do so exceedingly. At the beginning of the 1990s, there were approximately 100 dinner theaters in operation across the country (Lynk 1993:30). By 1999, the number of professional dinner theaters dropped to just nine, and the American Dinner Theatre Institute, founded in 1972, had disbanded (Kris Howland, personal communication, 2009). To appease "an increasingly younger and nontraditional audience," certain concessions were made in the early 1990s at Chanhassen, including opting out of the dinner, especially on weekday evenings. In 1992, the company announced that it has signed a "core company" of 18 professional actors to one- year, three -production contracts with 52 weeks of pay, an unusual arrangement in the theater world where season -long contracts are rare (Chanhassen Villager 25 July 1990:11; Chanhassen Villager 9 April 1992:1). Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 22 w Courtesy of Chanhassen Dinner Theatres FIGURE 20. HERB AND CAROL BLOOMBERG Herb and Carol Bloomberg (Figure 20) died in 2005 and 2006, respectively, but the Chanhassen Dinner Theater continues to operate within the spirit of these visionaries (Figure 19). Critically respected, professional productions are mounted on three stages for extended runs. The theater is used for developing new works, such as the Nunsense series, which then tours nationally, and for staging recent Broadway productions to Twin Cities' audiences for the first time. Employing approximately 300 people in food service, back house operations, set design, and on-stage, the business has become an important economic anchor to Chanhassen. This again, was part of Herb Bloomberg's vision for the city. Upon her father's death, Britta Bloomberg remarked of him, "he just wanted the city to keep growing, and keep growing wisely" (Chanhassen Villager, 9 December 2005). For Twin Cities theater -goers, the Chanhassen has become synonymous with its suburban city. Many of the 300,000 annual patrons will say they've been to "the Chanhassen" without even knowing they've been in Chanhassen. In 2008, the theater owners held discussions with developers in Burnsville, Brooklyn Park and at the Mall of America to construct a new facility, leaving their home base of 40 years. The building was deemed charming and nostalgic, but inefficient, and the concept of a new 1,200 -seat main theater and 350 -seat second stage was appealing. The Bloomberg Companies, which own the building, also offered to remodel the 1968 theater or to rebuild on the adjacent parking lot. In the end, rent concessions and a commitment from the City of Chanhassen resulted in a lease running through 2013, with an option to 2018. In October 2009, Tom Scallen announced the pending sale of the theater to Greg Frankenfield of Shorewood, Minnesota (Star Tribune 6 October 2009:63). 3.3 SIGNIFICANCE The historical significance of the Chanhassen Dinner Theatre was evaluated within several contexts under the various NRHP Criteria. Under Criterion A, it was evaluated in relation to its role in Twin Cities' theater and within the national context of the growth of dinner theater in the 1960s. The property was also evaluated under Criterion B for its associations with the work and career of developer and entrepreneur, Herbert Bloomberg. Consideration for the building's unique design by Herbert and Carol Bloomberg is evaluated under Criterion C. There is no evidence that the property would meet Criterion D for the potential for yielding information, and therefore extensive evaluation under this Criterion was not applied. NRHP Criteria Consideration G addresses the eligibility for listing properties that have attained historical significance within the last 50 years. Ordinarily, such properties are not eligible for listing in the NRHP unless they have achieved exceptional importance at the national, state or local level. The "50 -year rule" is not meant to be a hard and fast adherence to this arbitrary number, but rather a guideline to allow sufficient time to appreciate the significance and context from a historical perspective. Constructed in 1968, the Chanhassen Dinner Theater must meet this criterion for exceptional importance. A period of significance, which may extend well beyond 1968 must also be justified to meet this exception. Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 23 3.3.1 Criterion A 3.3.1.1 Twin Cities Context 1963 was a watershed year for the Twin Cities theater community. That was the year Tyrone Guthrie established his theater — the Guthrie Theater — in Minneapolis, giving birth to the nation's not-for-profit resident theater movement. Now regarded as a major contributor to Minnesota's thriving theater scene, the Guthrie's arrival was originally seen as a threat to the region's few established theaters. In the early 1960s, Don Stolz, head of the Old Log Theater in Excelsior, expressed his concerns that the proposed new theater would damage his own business. Guthrie assured him that the new company would only increase enthusiasm for the performing arts throughout the region. Time has tested his assertion, and now the Old Log is the longest -running repertory theater in the country (Dowling 2000:241). The following decade would indeed see a rise in theaters of all varieties in the metropolitan area. The Children's Theater was started in the mid-1960s; community theaters like the Cricket, Theatre of Involvement, Chimera, Variety Hall (later Park Square) and Theatre 1900 sprang up at about the same time. In the 1970s mid-sized companies, such as Mixed Blood, Jeune Lune, Penumbra, Illusion, Heart of the Beast, Actors Theatre of St. Paul, came to thrive in the well -supported arts scene (Royce 2001a). The Chanhassen Dinner Theater opened in 1968 within this local context using a for-profit business model. It also would prosper becoming "another solid rock in the [Twin Cities] market" and the largest Actors' Equity Association — the trade union representing professional actors — dinner theater in the nation, serving more than 230,000 theater -goers in 2000 (Royce 2001b). Hiring professional actors and production staff, the Chanhassen would serve an important niche of the Twin Cities theater offerings. With extended runs, and relatively well-paid contracts, the Chanhassen could attract high-caliber performers, some of whom came from the Guthrie's repertory or would work brief summer stints while the Guthrie's theater was dark. In this capacity, the Chanhassen played an important role in the Twin Cities' professional acting community by offering a vital theater scene and stabilizing the employment opportunities for professional actors and technical staff. By 2000, the Twin Cities was home to 403 Equity members, ranking it second in the nation as a percentage of population (Star Tribune 10 February 2001). The Chanhassen's contribution to the region's overall theater movement between 1978 and c. 1990, when it was operating all four stages, was not inconsequential, but it was also not catalytic. Its contribution to the vitality and stability of professional theater was in concert with other large professional organizations, which shared in the success of the regional movement. When evaluated through the lens of Criterion Consideration G, the period of its greatest influence appears likely to have been within the past 20 to 30 years, a period within which we have little perspective to understand and evaluate its historic contribution. Within this regional context, the property is recommended as not eligible at this time until greater perspective is achieved and the influences on the regional theater community are better understood. 3.3.1.2 National Context The Chanhassen arose not just from the local theater community, but also within a wave of dinner theaters springing up across the nation by the dozen in the late 1960s. At its height in 1976, one account reports that there were 147 dinner theaters in operation. Among the chief attractions of dinner theaters is the value -oriented price -point directed to the mid -market. The concept of a "total entertainment package under one roof," usually with free parking, was particularly appealing to the senior citizen market. This market focus also led to a tradition of "safe" productions — usually musicals — which are popular, but expensive to produce, and therefore not often undertaken by non-profit Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 24 theaters. These shows had familiar titles from their proven Broadway successes and tunes that audiences could hum on their way out (Lynk 1993:38). The Chanhassen fits well within this national pattern. Drawing its audience from a broad region, well beyond the Twin Cities metropolitan area, the Chanhassen has been considered a "destination" venue for theater -goers, school groups and tours from greater Minnesota, the organization's "bread and butter" audience. Using the model of tried and true productions, and specializing in musicals, they have introduced many people to high-quality professional theater for the first time (Britta L. Bloomberg, personal communication, 6 October 2009). By the 1980s, the number of dinner theaters throughout the country began to wane. By one estimate, the number of professional Equity dinner theaters across the country dropped to just nine in 1999, and has dwindled since (Patton 1999). Chicago's landmark Drury Lane closed in 2003. The economic downturn of 2008/2009 led to the closure of even more dinner theaters, including the Alhambra in Jacksonville, Florida (opened in 1967), Akron's Carousel (one of the largest, opened in 1973), and the Copperstate Dinner Theater in Arizona. Only four professional dinner theaters are currently in operation (Jacksonville.com 15 September 2009). The Chanhassen Dinner Theater appears to be an example of the dinner theaters developed throughout the nation during the late 1960s, representing the broad pattern of history where dinner theaters offered specialized version of high-quality, value -oriented entertainment, often in suburban or mid-sized cities. The Chanhassen is a particularly unique example because of its rare, purpose-built facility that reflects the style and personalities of its founders, Herb and Carol Bloomberg. A scholarly study of the contributions of dinner theaters — nationally or locally — has not been undertaken, making the evaluation of this relatively recent resource difficult to justify under Criterion Consideration G for its exceptional historical importance (Sherfy and Luce 1998) (see Section 2.2 Research for a discussion of resource and search methods). Reasons for this may vary. It is clear that within the theater world, dinner theaters are often derided as third-rate theater. Michael Brindisi, the Chanhassen's artistic director once remarked, "there's a reviewer in town who won't come to see any of our shows. He says, 'Ugh, that's a dinner theatre and musicals are a dead theatrical form"' (as quoted in Oseland 1998). Secondly, the very newness of the movement may also be a reason that scholarly works have not been written, and that in time more investigation will take place to offer perspective. While the Chanhassen appears to be a good example of the type, questions such as "is this type significant?" and "did the dinner theater phenomenon make important contributions to the array of national theater offerings?" remain unanswered. It appears that without a scholarly investigation and the perspective of time, we are unable to answer these questions in order to place this property within its historical context. Because no contextual documentation has been developed to support the historical significance, at this time the property is recommended as not eligible for listing within this context. The passage of time and further development of scholarly works may give rise to a re- evaluation of the property's significance and eligibility for the NRNP. 3.3.2 Criterion B 3.3.2.1 Herbert Bloomberg Herb Bloomberg was a man with a vision for building places on a large scale; his energy and business acumen resulted in the realization of many of dreams. His talents included not just the construction of buildings, but their design with his particular sense of style. He didn't just build Chanhassen's commercial district, he ran the businesses too. Indulging his enthusiasm for theater, he built his own Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 25 and created a successful enterprise from it. His tangible accomplishments were widespread, and include the development of residential subdivisions in Edina in the 1950s; construction and design of the Hazeltine National Golf Club, the Quadna Mountain Ski Lodge and Chalet, the Curt Carlson's Gold Bond Lodge in Wisconsin, and the restoration of the St. James Hotel in Red Wing. It was within Chanhassen that he made the most impact. There he developed residential subdivisions in the 1950s and 1960s, and was instrumental in re-forming the village's business district, where he built the dinner theater and nearby properties that included a furniture store, hardware store, lumber yard, and hotel. As historian Daniel Hoisington noted, "in many ways, the village of Chanhassen became his greatest project" (1996:166). For these and other reason's, Herb Bloomberg may be considered a person of historic significance. In an interview with his daughter, Britta Bloomberg, it was the family home on Lotus Lake, however, where Herb Bloomberg conducted most of his important business transactions. Although he maintained an office at the Frontier Building (not the dinner theater), his home is most closely associated with his work life, which included drafting plans, meeting with clients and theater staff, and hosting dinners related to his various enterprises. Carol Bloomberg also operated a design studio from the family home. For these reasons, the Chanhassen Dinner Theatre is not the property most closely associated with the work of Herbert Bloomberg. No other persons significant in the past have important associations with the dinner theater, and it is therefore recommended as not significant under Criterion B. 3.3.3 Crlteiion C The architecture of the Chanhassen Dinner Theatre building is representative of the building styles produced by its designer, Herb Bloomberg. Although not a licensed architect, Bloomberg was trained in architecture and was a designer for many of the projects he was responsible for constructing. The style of Bloomberg's work fits within the general architectural genre of the period, where wide, single -story "ranch" houses can occupy large suburban parcels. Bloomberg's contribution distinguishes itself by using more rustic materials and detail — plank siding, shake shingles, cut-out shutters — to an architectural type that considered itself "modern." While his designs had their own distinctive qualities, they do not appear to rise to the level of NRHP significance under Criterion C, especially in consideration of the Criteria Consideration G for properties less than 50 years of age. Further historical perspective and context may be necessary to understand the significance of Bloomberg's architectural contributions, although it is unlikely that the dinner theater will meet that criterion, or that it would be considered a work of a master. An exhaustive review of national dinner theater design was not undertaken as part of this investigation. Instead, an overview of web -based resources has served to give some context to general design characteristics of dinner theaters. As a genre, the property type has a wide range of styles, types, and sizes. Many were established within existing buildings, retro -fitting spaces to accommodate seating, tables and a stage. Others had purpose-built structures made, often with particular efforts to convey a theme. For example, an entire chain of "barn" dinner theaters were developed and constructed to appear as quaint dairy barns. Others adopted themes, such as "pirates" or "haunted houses" that were incorporated into the exterior and interior decorations. The necessity of diners to sit at tables and have views of the stage led to fairly standardized interior plan arrangements, which often entailed a tiered horse-shoe plan similar to that of the Chanhassen. The Chanhassen Dinner Theatre embodies some of the characteristics found in national dinner theaters — a distinctive theme and a main theater with a tiered horse-shoe plan. The design characteristics of dinner -theaters, and their representation in Chanhassen do not appear to represent a significant Chanhassen Parking structure Project Phase 11 Architectural History Investigation Page 26 architectural type, especially given the limited understand of the context and the exceptional importance under Criteria Consideration G. The Chanhassen Dinner Theatre does not appear to meet Criterion C significance standards. 3.3.4 Criterion D The Chanhassen Dinner Theatre has not yielded, nor is it likely to yield information important in prehistory or history. 3.4 INTEGRITY Although alterations have been made to the Chanhassen Dinner Theater building, its integrity remains high. The most significant alteration was in 1988, when the theater's entrance foyer received a significant expansion, resulting in the removal of the original car port and the construction of a new covered entry. As the focal point of the theater's fa4ade, this change is of some significance. These alterations were made however, using the same style and materials as the original, and the car port concept was retained. A photograph taken on opening day (1968) shows the car port as a simple flat - roofed structure (Figure 21). Early, undated plans, however, indicate that a low-pitched gabled structure with an open gable end was designed for the location (Figure 22). The expanded foyer also changed the design and appearance of the entry (Figures 23 and 24). Other alterations occurred in the early 1980s, but have little impacts to the overall design and aesthetics, including a kitchen addition on the rear fagade, and the directors room and offices on the roof. FIGURE 21. CHANHASSEN DINNER THEATER ENTRANCE, 1968 (LEFT) AND 2009 (RIGHT) d FIGURE 22. PIANS, NORTHEAST ELEVATION, UNDATED (c.1970) Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 27 FIGURE 22. PIANS, NORTHEAST ELEVATION, UNDATED (c.1970) Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 27 FIGURE 23. CHANHASSEN DINNER THEATRE, FACING 5 r -Ai- _ FIGURE 24. FOYER AND CARPORT PIAN, C. 1970 (LEFT) AND EXPANDED FOYER AND CARPORT PLAN, 1998 Over the years, a number of interior alterations have also occurred, most significantly the creation of the Courtyard Theatre from the Clerestory, the reconfiguration of what is now the Fireside Theatre, and the expansion of the stage in the main theater, which resulted in the small changes to the seating arrangement. Despite these changes, the overall decor and style have remained, as has the overall layout and arrangement of the primary spaces and circulation systems. The property retains strong integrity of location. Its design remains largely based on those conceived by Herb Bloomberg in 1968, expressing his strong interest in a Frontier style village, including many of the design details such as lighting, balustrades, siding, and flooring. Changes to the entry foyer have diminished the design integrity somewhat, but continue the same stylistic vein. The setting also remains intact, within the small village of Chanhassen and set off by parking lots created for the dinner theater and retail customers. Much of the original material and workmanship, both interior and exterior, appears to remain intact, contributing to the strong sense of its historic origins. As an active dinner theater, the property has a strong sense of feeling and association with the purpose for which it was originally constructed, and with the original design concepts as envisioned by its builder and original owners, Herb and Carol Bloomberg. 3.5 EVALUATION AND RECOMMENDATIONS The Chanhassen Dinner Theatre property was given important consideration for significance under NRHP Criteria A, B and C, and within the framework of Criteria Consideration G for properties less than Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 28 50 years of age. Under Criterion A, the lack of historical perspective and scholarly works for the dinner theater industry could not support the justification for exceptional importance of Criterion Consideration G. The passage of time and/or the development of historic contexts may, in the future, support designation for this property. It is likely that the property would be considered significant under Criterion A once it has aged 50 years. Herb Bloomberg was found to a person with potential significance for his contributions to Chanhassen's development. His home, rather than the dinner theater, was the place most closely associated with his work and career. Under Criterion C, the theater building designed by Bloomberg is recommended not to be the work of a master, and unlikely to meet exceptional importance criteria for the distinctive characteristics of a type. The property is therefore recommended as not eligible for listing in the NRHP. Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 29 4.0 SUMMARY AND CONCLUSIONS In September 2009, the Minnesota Department of Transportation (Mn/DOT) Cultural Resources Unit (CRU) and the Southwest Transit Authority requested the evaluation of the Chanhassen Dinner Theatre at 501 West 78h Street, Chanhassen, Minnesota (CR -CHC -044) for its eligibility for listing in the NRHP in relation to the proposed parking structure project (S.P. 91-080-06). Stark Preservation Planning LLC, with William E. Stark as Principal Investigator, conducted the investigation. Mn/DOT has requested a Phase II evaluation of the theater complex to determine its eligibility for listing in the NRHP. Because it is less than 50 years of age, the property needs to meet NRHP Criterion Consideration G in order to be considered eligible. The Chanhassen Dinner Theater was constructed in 1968. It was owned, designed and operated by Herb Bloomberg, a Chanhassen housing developer and entrepreneur. His wife, Carol Bloomberg, was also involved with the business operations and interior design. The dinner theater opened as an entertainment complex, offering theater, music, dining, drinking and retail opportunities. By 1978, it was operating four stages, with over 30 dinner/theater combination performance per week year round. The theater and Bloomberg significantly shaped the growth of Chanhassen, helping to transform it from a sleepy farming community to a developed suburb. The theater complex became among the largest in the nation and employed more Equity union members than any other dinner theater, and played an important role in introducing people to professional theater and in contributing to the vitality of the Twin Cities theater community. The Bloomberg family sold the theater operation in 1989, but retained ownership of the real estate and building. The Chanhassen Dinner Theatres continue to operate and play and an important role in Chanhassen economy. The Chanhassen Dinner Theatre property was given important consideration for significance under NRHP Criteria A, B and C, and within the framework of Criteria Consideration G for properties less than 50 years of age. Under Criterion A, the lack of historical perspective and scholarly works for the dinner theater industry could not support the justification for exceptional importance of Criterion Consideration G. The passage of time and/or the development of historical contexts may, in the future, support designation for this property. It is likely that the property would be considered significant under Criterion A once it has aged 50 years. Herb Bloomberg was found to a person with potential significance for his contributions to Chanhassen's development. His home, rather than the dinner theater, was the place most closely associated with his work and career. Under Criterion C, the theater building designed by Bloomberg is recommended not to be the work of a master, and unlikely to meet exceptional importance criteria for the distinctive characteristics of a type. The property is therefore recommended as not eligible for listing in the NRHP. No further work is recommended. Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 30 �l"15fe.�1 ��hQ�lp� 5.0 REFERENCES CITED Blanchard, Judy 1980 Herb Bloomberg's Impossible Dream. Corporate Report August 1980:120-121. Carver County Herald 1978 "Chan's Fourth Theatre Now Open." 19 April. Chaska, Minnesota. Chanhassen Villager (CV) [Chanhassen, Minnesota] 1987 "Behind the Scenes." "Officials Hope." 21 October. Chanhassen, Minnesota. 1988 "Dinner Theatre Marks 20 Years." 20 October. Chanhassen, Minnesota. 1989 "Theaters Find Buyer." 11 May. Chanhassen, Minnesota. 1990 "Dinner Theatres Plan Innovative Policies." 26 July. Chanhassen, Minnesota. 1992 "Dinner Theatres Hires 'Core Company' of Actors." 9 April. Chanhassen, Minnesota. 2005 "Herb Bloomberg: Chanhassen Visionary." 8 December. Chanhassen, Minnesota. Chaska Herald 1974 "Courtyard Theatre Is Third in Chan Complex." 13 June. Chaska, Minnesota. Dowling, Joe 2000 Theater and the Arts: A Personal Reflection. In Minnesota: Real & Imagined, edited by Stephen R. Graubard. Minnesota Historical Society Press, St. Paul. Hoisington, Daniel John 1996 Chanhassen: ACentennial History. City of Chanhassen, Minnesota. Jacksonville.com 2009 "Alhambra Dinner Theatre Closes." 15 September. Electronic document jacksonville.com/.../alhambra_dinner_theatre_closes_may_not_be_final_act. Accessed 13 October 2009. Lynk, William M. 1993 Dinner Theatre: a Survey and Directory. Greenwood Press, Westport, Connecticut. National Park Service (NPS) 1983 Secretary of the Interior's Standards and Guidelines for Archeology and Historic Preservation. Federal Register 48(190):44716-44740. Oseland, James 1998 Dinner Theatre, U.S.A. American Theater. April 15:4. New York. Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 31 Patton, Charlie 1999 Curtain Call. Florida Times Union [Jacksonville]. Electronic document http://Oacksonville.com/tu-online/stories/032899/dss 0328TodB.html, accessed September 29, 2009. Royce, Graydon 2001a Growing in Stages: The History of Twin Cities Theater. Star Tribune [Minneapolis]. 10 February. Minneapolis. Electronic document, www.startribune.com, accessed September 29, 2009. 2001b It's True: This Really Is a Theater Town. Star Tribune [Minneapolis]. 10 February. Minneapolis. Electronic document, www.startribune.com, accessed September 29, 2009. 2008 Big House on the Prairie. Star Tribune [Minneapolis]. 19 October. Minneapolis. Electronic document, www.startribune.com accessed September 29, 2009. Sherfy, Marcella and W. Ray Luce 1998 Guidelines for Evaluating and Nominating Properties that Have Achieved Significance Within the Past Fifty Years. U.S. Department of the Interior, National Park Service. Government Printing Office. Washington, D. C. Star Tribune (Minneapolis, Minnesota) 2005 "Obituary for Herbert Bloomberg." 6 December. Minneapolis, Minnesota. 2006 "Obituary for Carolyn Moline Bloomberg." 3 December. Minneapolis, Minnesota. 2009 "Chanhassen Dinner Theatres To Be Sold, Go On." 6 October. Minneapolis, Minnesota. Waconia Patriot (Waconia, Minnesota) 1979 "Chanhassen Businessman Unveils Plans for Hotel, Downtown Development." 27 December Waconia, Minnesota. 1980 "Gisselman to Leave Chanhassen." 3 April. Waconia, Minnesota. Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page 32 APPENDIX A: PROJECT PERSONNEL Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page A-1 Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page A List of Personnel Principal Investigator GIS Mapping William E. Stark, Stark Preservation Planning LLC Adam Holven, Tetra Tech Inc. Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page A-3 Chanhassen Parking Structure Project Phase 11 Architectural History Investigation Page A-4 o9—fSr J46 MEMORANDUM TO: Todd Gerhardt, City Manager 0 . CITY OF FROM: Sharmeen AWaff, Senior Planner CHMSEN DATE: December 14, 2009 �. 7700 Market Boulevard SUBJ: Final Plat Approval for Chanhassen Transit Station PC Boz 147 Planning Case No. 09-18 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952 227.1180 Fax 952227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park 8 Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning 8 Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Puhlic Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 senior Center Phone: 952.227.1125 Fax. 952.227.1110 Web Site www.ci.chanhassen.mn.us PROPOSED MOTION: "The City Council adopts a resolution approving the Final Plat for Chanhassen Transit Station — Planning Case 09-18, subject to conditions as specified on pages 11 —12 of the staff report." PROPOSAL SUMMARY The applicant is requesting final plat approval to replat 9.64 acres into four lots and two outlots. The site is located south of West 78"' Street, west of Great Plains Boulevard, and north of the Twin Cities and Western Railroad. The site is zoned Central Business District (CBD). Staff is recommending approval of the request subject to conditions. SUBDIVISION Lot 1, Block 1, is proposed to house a parking ramp. There are currently 120 parking spaces that will be replaced with a 420 -stall parking ramp. Lot 2, Block I will contain the Dinner Theatre Building. Lot 3, Block 1, will contain an existing one-story building. Lot 1, Block 2 will contain the historic train depot. Outlot A will contain an existing sign and Outlot B will be occupied by the extension of Market Street. SCANNED ClwYrassea is a Community for We - Providing for Today and Planning for Tomorrow - ------------ CHANHASSEN TRANSIT STATION ---------------- i L2. 61 �\ , j L3. 91 _ — — WEFN SCANNED ClwYrassea is a Community for We - Providing for Today and Planning for Tomorrow Todd Gerhardt Chanhassen Transit Station December 14, 2009 Page 2 of 12 BACKGROUND On November 23, 2009, the Chanhassen City Council adopted the following motions: A. "The City Council approves Variance request — Planning Case 09-18 to allow parking spaces that are 81/2 feet wide and drive aisles that are 24'/2 feet wide, as shown in plans dated received October 16, 2009, subject to the condition as specified on page 20 of the staff report" B. "The City Council approves the Preliminary Plat for Chanhassen Transit Station — Planning Case 09-18 as shown in plans dated received October 16, 2009, subject to conditions as specified on pages 20-21 of the staff report" C. "The City Council approves the Site Plan for the construction of the parking ramp and transit station for Planning Case 09-18 as shown in plans dated received October 16, 2009, subject to the conditions as specified on pages 21-22 of the staff report." And adoption of the Findings of Fact. PRELIMINARY PLAT The preliminary Plat was approved with the following conditions: 1. Outlot B and Lot 1, Block 2 shall be conveyed to the City. This condition still applies. 2. Existing public and private utilities must be encompassed by a ten -foot wide drainage and utility easement centered over the utility. This condition still applies. 3. The main drive aisle dimensions to the parking ramp shown on Sheet C200 must be clarified. This condition still applies. 4. The parking ramp and surface parking area shall be privately owned and maintained. This condition still applies. 5. The sidewalks within Outlot B shall be maintained by SouthWest Transit. This condition still applies. Todd Gerhardt Chanhassen Transit Station December 14, 2009 Page 3 of 12 6. The grading plan is incomplete. It must show the existing two -foot contours on the north and west side of the proposed construction limits. The proposed contours must tie in to the existing contours. This condition still applies. The proposed concrete spillway that would convey runoff from the western 25 to 50 feet of the parking lot on Lot 1, Block 1 must be eliminated from the design as it would direct runoff across a sidewalk. This condition still applies. 8. The hydrology calculations must be revised to include the drainage area to the north, particularly the flared end section that discharges approximately 55 feet north of CB B. This condition still applies. 9. The developer's engineer and the City's engineering consultant must coordinate their respective designs to ensure that the rate and volume control requirements are met. This condition still applies. 10. Hydraulic calculations must be submitted with the final plat submittals. This condition still applies. 11. The developer's engineer must work with the City's engineering consultant for the public street project to ensure that the City's storm sewer design will be able to accommodate the runoff from the parking ramp storm sewer. This condition still applies. 12. A building permit is required for the proposed retaining wall. This condition still applies. 13. It is the developer's responsibility to coordinate any small utility relocation with the appropriate utility company. This condition still applies. 14. The utility plan must be changed to reflect the following: a. Show the directional flow arrows on existing and proposed utilities. b. Adjust the line work so that the proposed storm sewer can be seen on the plan. Todd Gerhardt Chanhassen Transit Station December 14, 2009 Page 4 of 12 c. Show the connection to the existing storm sewer on the southwest corner of the construction limits. d. Include a note where the rain leaders connect to the existing storm sewer. These conditions still apply. 15. Full park fees shall be paid in lieu of parkland dedication and/or trail construction. The fees shall be collected for Lot I Block 1 (1.45 acres) as a condition of approval for Chanhassen Transit Station. The park fees shall be collected in full at the rate in force upon final plat submission and approval. The current park and trail fee charge for commercial property is $12,500 per acre. This condition still applies. 16. All plans must be revised to reflect a continuous sidewalk along the north edge of Market Street. This condition still applies. 17. The plat must be revised to include a 20 foot wide drainage and utility easement centered over the existing watermain within proposed Lot 1, Block 2. This condition has been deleted. The watermain is located within city property and no easement will be required. 18. Approval of the subdivision is contingent upon approval of the vacation of the drainage and utility easement. This condition still applies. 19. The executed temporary easement agreement must be submitted before the final plat is recorded. This condition still applies. SUBDIVISION REVIEW The site lies south of the Chanhassen Dinner Theater, west of Great Plains Boulevard, and north of the railroad. The site is currently used as a surface parking lot, a scene shop for the Chanhassen Dinner Theater, and an old train station. The proposed preliminary plat consists of two unplatted parcels, a portion of Outlot A of the Frontier Cinema Addition, and Outlot A of the Old Village Hall plat. Staff does not have any record of easements on the unplatted parcels. There are no easements on either of the platted outlots. Todd Gerhardt Chanhassen Transit Station December 14, 2009 Page 5 of 12 PRELINIINARY PLAT The preliminary plat includes four lots within two blocks and two outlots. Proposed Lot 1, Block 1 is the site of the proposed Chanhassen Transit Station parking ramp. The Chanhassen Dinner Theater lies on proposed Lot 2, Block 1 and the Chanhassen Ballroom building is on proposed Lot 3, Block 1. The proposed Outlot A contains the Chanhassen Dinner Theater monument. The old train station lies on proposed Lot 1, Block 2. A future City street is proposed within Outlot B. Outlot B and Lot 1, Block 2 shall be conveyed to the City. WETLANDS A review of available data including the Chanhassen SWMP, NWI, and aerial photography does not indicate the presence of any wetlands on or adjacent to the site. LAKES AND RIVERS The proposed project is not located within a Shoreland Overlay District. EROSION AND SEDIMENT CONTROL AND DRAINAGE The total land disturbance associated with the proposed project exceeds the minimum threshold for "small construction activity." Therefore, a NPDES Phase II permit to discharge stormwater associated with construction activities is required. This permit must include the General Contractor responsible for day-to-day operations of the site and the owner. This should be noted on the SWPPP included with the plan submittal. Sheet C-600 includes a detail for the Dandy Bag IM to be used as inlet protection. The City discourages the use of these because of the frequency with which we have observed materials spilled into the system upon removal. If these are to be used, they should be cleaned out with a frequency at least adequate to assure that they never exceed one-half capacity. The plan calls for a concrete spillway to be used westerly on the property. City staff recommends the use of a vegetated swale with turf reinforcement mat to decrease rates, promote infiltration and to filter sediment. The plan shows curb cuts approximately 36" in width. It has been staffs observation, as well as reported by others, that a curb cut this narrow results in a concentrated flow and subsequent head cutting and channel incision at the inlets. Curb cuts at least 8 feet in width are recommended. Further, it has been staffs' experience that the use of rip -rap at the inlet poses future maintenance problems. The use of a fescue (or other similar) sod at the inlet is recommended. Todd Gerhardt Chanhassen Transit Station December 14, 2009 Page 6 of 12 Soils within the City of Chanhassen are known to have high clay content. The use of in situ materials is counterproductive to infiltration. As such, a 70% sand and 30% compost mixture is suggested. SURFACE WATER MANAGEMENT PLAN (SWMP) CONNECTION CHARGES SWMP Fees will only be applied to Lot 1, Block 1 and will not include any public right-of-way. The drainage calculations do not indicate what portion of the watershed is directed to the rain garden. As a result, staff is unable to calculate what credits, if any, should be applied to the project. Water Quality Fees The fees for water quality are $6,820.00 per acre. Based upon the commercial land use of the property and an area of Lot 1, Block 1 of 1.43 acres, the water quality fee due at the time of final plat is $9,779.78. Water Quantity Fees The fees for water quantity for commercial property are $17,400.00 per acre. Based upon the land use type and a lot area of 1.43 acres, the water quantity fee due at the time of final plat is $24,951.60. Total SWMP fees due at the time of final plat are $34,731.48. It is possible that a credit may apply for the rain garden feature. However, as the drainage calculations do not address what area is being treated in the rain garden, this credit cannot be calculated. OTHER AGENCIES The applicant shall apply for and obtain permits from the appropriate regulatory agencies and comply with their conditions of approval. ACCESS AND SITE CIRCULATION A traffic study was completed for this site. The study identified the increase in traffic volume at the intersection of Market Street/Market Boulevard and the intersection of the parking ramp access/Great Plains Boulevard. Based on the predicted peak traffic volumes identified in the report, the majority of the traffic will access the site via the Market Street/Market Boulevard intersection. The traffic study recommends that the parking ramp access to Great Plains Boulevard be constructed as a two-lane approach: a left turn/through lane and an exclusive right turn lane. These turn lanes will be constructed with the City street project. Due to anticipated increased traffic at the Market Street/Market Boulevard intersection, the traffic study included an analysis to determine if a traffic signal is warranted at the intersection. Based on the projected traffic volumes, this intersection would not meet signal warrants. The intersection will be monitored in the future to re-evaluate the signal warrants. Todd Gerhardt Chanhassen Transit Station December 14, 2009 Page 7 of 12 The main drive aisle dimensions to the parking ramp shown on Sheet C200 must be clarified. The minimum drive aisle width for two-way traffic is 26 feet, per City Code. The drive aisles on the west side of the construction limits are proposed to be 22 feet. Staff supports the proposed width at this location since it is consistent with the existing condition. The west entrance of the parking ramp does not align with the drive aisle to the west. The entrance to the ramp is fixed since it aligns with the main drive aisle in the ramp; it is not desirable to have all traffic make a tum immediately after entering the ramp. The surface parking lot to the west of the ramp cannot be easily reconfigured to align with the ramp entrance. The surface parking lot configuration is such that there will not be a large volume of vehicles using this particular drive aisle. Based on these observations, staff is not concerned that the west entrance of the parking ramp does not align with the drive to the west. The parking ramp and surface parking area will be privately owned and maintained. The future public road within proposed Outlot B will be owned by the City. The City and SouthWest Transit are discussing who should be responsible for snowplowing this segment of public road. An agreement with the City will be executed should SouthWest Transit agree to snowplow this roadway. The sidewalks within Outlot B shall be maintained by SouthWest Transit. GRADING AND DRAINAGE The grading plan is incomplete. It must show the existing two -foot contours on the north and west side of the proposed construction limits. The proposed contours must tie in to the existing contours. The proposed concrete spillway that would convey runoff from the western 25 to 50 feet of the parking lot on Lot 1, Block 1 must be eliminated from the design as it would direct runoff across a sidewalk. The developer's engineer has submitted hydrology calculations for the site. The calculations reflect the construction area, not the actual tributary drainage area. The hydrology calculations must be revised to include the drainage area to the north, particularly the flared end section that discharges approximately 55 feet north of CB B. Runoff from the site currently is conveyed to the stormwater pond that lies south of the Cub Foods store located on the west side of Market Boulevard, south of the railroad tracks. The proposed development slightly increases the volume and peak discharge to the storm pond. The runoff from the proposed development will enter into the public storm sewer that will be constructed with the public street project. The developer's engineer and the City's engineering consultant must coordinate their respective designs to ensure that the rate and volume control requirements are met. Todd Gerhardt Chanhassen Transit Station December 14, 2009 Page 8 of 12 Hydraulic calculations must be submitted with the final plat submittals. The developer's engineer must work with the City's engineering consultant for the public street project to ensure that the City's storm sewer design will be able to accommodate the runoff from the parking ramp storm sewer. RETAINING WALLS A retaining wall is proposed on the north side of the passenger loading/unloading area. The retaining wall reaches a maximum height of 11.3 feet at the west side. A building permit is required for this retaining wall. UTILITIES The developer does not propose to install public utilities with this project. Some small utilities will be relocated with this project; it is the developer's responsibility to coordinate this work with the appropriate utility company. There are existing drainage and utility easements over these existing utility lines that must be vacated. The vacation will appear before the City Council on December 14, 2009. Approval of the final plat is contingent upon approval of the vacation. The sewer and water services to the proposed building will extend from laterals that will be relocated with the City's street and utility project. City Staff and the developer will continue to coordinate the utility plans to ensure continuity between the two projects. The utility plan must be changed to reflect the following: a) Show the directional flow arrows on existing and proposed utilities. b) Adjust the line work so that the proposed storm sewer can be seen on the plan. c) Show the connection to the existing storm sewer on the southwest corner of the construction limits. d) Include a note where the rain leaders connect to the existing storm sewer. The new building is subject to the sanitary sewer and water hookup charges based on the Metropolitan Council's SAC unit determination. These fees are collected with the building permit and are based on the rates in effect at the time of building permit application. The party applying for the building permit is responsible for payment of these fees. LANDSCAPING Minimum requirements for landscaping include 3,240 square feet of landscaped area around the parking lot, and 13 trees for the parking lot. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table: [ Required Proposed Vehicular use landscape area 3,240 sq. ft. >3,240 sq. ft. Treeyparking lot 13 trees 19 trees Todd Gerhardt Chanhassen Transit Station December 14, 2009 Page 9 of 12 Applicant meets minimum requirements for trees and landscaping in the parking lot area. The applicant has limited planting opportunities and has maximized the available spaces with a good selection of species. The mostly native choices complement the design at the SouthWest Village park-and-ride station located in town along Highway 212. There are no plantings proposed for the north side of the building due to limited space and availability of direct sunlight. PARKS This property is located within the community park service areas for City Center Park and Lake Susan Park. Visitors to the Chanhassen Transit Station have convenient access to these park locations from the downtown area The Transit Station will be connected to both City Center Park and Lake Susan Park by an existing off-street trail and sidewalk grid. City Center Park is 12 acres in size and features ball fields, playgrounds, basketball courts, trails, a skateboard park, and winter hockey and ice skating. The property also houses City Hall, the Main Fire Station, and the Library. Many of the city's special events, including the 4a' of July Celebration, Huffman 5K Run, Farmers Market and Summer Concert Series are hosted at the park. Lake Susan Park is 34 acres in size and contains a public water access, fishing pier, extensive off- street walking trails, a community ball field, picnic areas, two large playgrounds, and ample parking. No additional parkland acquisition is being recommended as a condition of this subdivision. Community Park Service Areas Todd Gerhardt Chanhassen Transit Station December 14, 2009 Page 10 of 12 TRAMS The Chanhassen Transit Station will be afforded convenient access to the city's comprehensive trail system. Extensive public trails can be accessed in all directions upon leaving the subject property through utilization of downtown streets and walkways. Accessible public walkways, bicycle racks and other pedestrian -oriented improvements should be incorporated as integral features in the new transit station project. No additional trail construction is being recommended as a condition of approval of this subdivision. Bike Trails SIDEWALK ^'E."TM -�,�yw The plans reflect a sidewalk running along the north edge of the extension of Market Street. The preliminary plat drawing is missing the extreme east and west segments of the sidewalk. The applicant has been made aware of this. All plans must be revised to reflect a continuous sidewalk along the north edge of Market Street. -a-------- - - -__— Priam CWMABION6I11 G1F11 \ ��^ �" ` v I \ KI Bike Trails SIDEWALK ^'E."TM -�,�yw The plans reflect a sidewalk running along the north edge of the extension of Market Street. The preliminary plat drawing is missing the extreme east and west segments of the sidewalk. The applicant has been made aware of this. All plans must be revised to reflect a continuous sidewalk along the north edge of Market Street. -a-------- - - -__— — CWMABION6I11 G1F11 \ ��^ �" ` I \ Todd Gerhardt Chanhassen Transit Station December 14, 2009 Page 11 of 12 RECOMMENDATION Staff recommends adoption of the following motion: "The Chanhassen City Council adopt the attached resolution approving the final plat for the Chanhassen Transit Station with the following conditions: 1. Outlot B and Lot 1, Block 2 shall be conveyed to the City. 2. Existing public and private utilities must be encompassed by a ten -foot wide drainage and utility easement centered over the utility 3. The main drive aisle dimensions to the parking ramp shown on Sheet C200 must be clarified. 4. The parking ramp and surface parking area shall be privately owned and maintained. 5. The sidewalks within Outlot B shall be maintained by SouthWest Transit. 6. The grading plan is incomplete. It must show the existing two -foot contours on the north and west side of the proposed construction limits. The proposed contours must tie in to the existing contours. 7. The proposed concrete spillway that would convey runoff from the western 25 to 50 feet of the parking lot on Lot 1, Block 1 must be eliminated from the design as it would direct runoff across a sidewalk. 8. The hydrology calculations must be revised to include the drainage area to the north, particularly the flared end section that discharges approximately 55 feet north of CB B. 9. The developer's engineer and the City's engineering consultant must coordinate their respective designs to ensure that the rate and volume control requirements are met. 10. Hydraulic calculations must be submitted with the final plat submittals. 11. The developer's engineer must work with the City's engineering consultant for the public street project to ensure that the City's storm sewer design will be able to accommodate the runoff from the parking ramp storm sewer. 12. A building permit is required for the proposed retaining wall. 13. It is the developer's responsibility to coordinate any small utility relocation with the appropriate utility company. Todd Gerhardt Chanhassen Transit Station December 14, 2009 Page 12 of 12 14. The utility plan must be changed to reflect the following: a. Show the directional flow arrows on existing and proposed utilities. b. Adjust the line work so that the proposed storm sewer can be seen on the plan. c. Show the connection to the existing storm sewer on the southwest comer of the construction limits. d. Include a note where the rain leaders connect to the existing storm sewer. 15. Full park fees shall be paid in lieu of parkland dedication and/or trail construction. The fees shall be collected for Lot i Block 1 (1.45 acres) as a condition of approval for Chanhassen Transit Station. The park fees shall be collected in full at the rate in force upon final plat submission and approval. The current park and trail fee charge for commercial property is $12,500 per acre. 16. All plans must be revised to reflect a continuous sidewalk along the north edge of Market Street. 17. Approval of the subdivision is contingent upon approval of the vacation of the drainage and utility easement. 18. The executed temporary easement agreement must be submitted before the final plat is recorded." ATTACEMENTS 1. Resolution. 2. Reduced Copy Final Plat. gaplant2009 planning cases\09-18 chanhassen station park and ride\ final plat staff repon.doc DATE: MOTION BY: CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA RESOLUTION NO: SECONDED BY: A RESOLUTION APPROVING A FINAL PLAT CREATING CHANHASSEN TRANSIT STATION WHEREAS, the City of Chanhassen has requested a subdivision of 9.64 acres of property into three lots and two outlots; and WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen City Code; and WHEREAS, the Chanhassen Planning Commission held a public hearing on November 17, 2009 and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance and recommended approval of the subdivision. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the final plat for Chanhassen Transit Station (Planning Case #09-18) creating four lots and two outlots for the property legally described in Exhibit A. The approval of the subdivision is subject to the following conditions: 1. Outlot B and Lot 1, Block 2 shall be conveyed to the City. 2. Existing public and private utilities must be encompassed by a ten -foot wide drainage and utility easement centered over the utility. 3. The main drive aisle dimensions to the parking ramp shown on Sheet C200 must be clarified. 4. The parking ramp and surface parking area shall be privately owned and maintained. 5. The sidewalks within Outlot B shall be maintained by SouthWest Transit. 6. The grading plan is incomplete. It must show the existing two -foot contours on the north and west side of the proposed construction limits. The proposed contours must tie in to the existing contours. 7. The proposed concrete spillway that would convey runoff from the western 25 to 50 feet of the parking lot on Lot 1, Block I must be eliminated from the design as it would direct runoff across a sidewalk. 8. The hydrology calculations must be revised to include the drainage area to the north, particularly the flared end section that discharges approximately 55 feet north of CB B. 9. The developer's engineer and the City's engineering consultant must coordinate their respective designs to ensure that the rate and volume control requirements are met. 10. Hydraulic calculations must be submitted with the final plat submittals. 11. The developer's engineer must work with the City's engineering consultant for the public street project to ensure that the City's storm sewer design will be able to accommodate the runoff from the parking ramp storm sewer. 12. A building permit is required for the proposed retaining wall. 13. It is the developer's responsibility to coordinate any small utility relocation with the appropriate utility company. 14. The utility plan must be changed to reflect the following: a. Show the directional flow arrows on existing and proposed utilities. b. Adjust the line work so that the proposed storm sewer can be seen on the plan. c. Show the connection to the existing storm sewer on the southwest corner of the construction limits. d. Include a note where the rain leaders connect to the existing storm sewer. 15. Full park fees shall be paid in lieu of parkland dedication and/or trail construction. The fees shall be collected for Lot I Block 1 (1.45 acres) as a condition of approval for Chanhassen Transit Station. The park fees shall be collected in full at the rate in force upon final plat submission and approval. The current park and trail fee charge for commercial property is $12,500 per acre. 16. All plans must be revised to reflect a continuous sidewalk along the north edge of Market Street. 17. Approval of the subdivision is contingent upon approval of the vacation of the drainage and utility easement. 18. The executed temporary easement agreement must be submitted before the final plat is recorded. 2 Passed and adopted by the Chanhassen City Council this 14th day of December, 2009. ATTEST: Todd Gerhardt, City Clerk/Manager Thomas A. Furlong, Mayor YES NO ABSENT g9plant2009 planning cases\09-I8 chanhassen station park and ride subdivision resolution.doc CHANHASSEN TRANSIT STATION n Ilea ..oaln m.1 n....•s «�.«b. In.•..•1.., . YMmII ........... I. 1. 1. II I -Ind bn•b xl..w. u. -r. W,b.. I., 1 -pin, .I IM�Im F....... 1.b «1 n...pptl «. «bn x., .w..y .. iM •....>d1 0.....ub .nn It .-I saw I.I .«-bt er In. Ido. . unveM in. n. III .n • III b wb 01-1 It -Ib- ~:^i.]: ab: tat .'..A ovo� 1:� ioom 1«ml Y dm tbb ...m 11 In. mu..1 bb., . III ."�9:i.1 M1.I «...nua :,y: 1r n I, I. 1.1; u•" .1 Wnl u, III 1 11F'i•a :1iRR.n moo.: .1 «.. Inln Indo ..0 b, np 1.....w X11..: "a« . u. X.mn. W b- 1 1.1«L :"sw.w 11, 111...1 eo.w wI 1.1.111 m .1 III .I In. Int Ibb- It stab,. u.'It III. III a cn.• cma .1- ... 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III °er .1 ]o__ er - e Ib.nw lme w vtw Yy I -bb. ILII 1..nY .. II an aI wwru>ar. YXeep1Y nF I. a o-.wxe9sw n.wnl nn1111 n-.11 .1 an. 11 111 b. III,. 'IbbbIt It. III soba III,•e,,.1x'1n.11, It I n -bI III nxb I". In, CPM'0. . p.., ..b ay IIIA ny W Ynw, n aw caXen mnumt anal wlnnn. leemn Mrwwl le ml• -I Y.. M II ub It In .tn w,.m "I. HmL1-1.<m.-I111.1 aY1Xn 1WIA/rll[/.Y.pl W1P Glllln'. IelllllOfX 1 M«r 111ry llel M Iw. p.pl. F N_ nI pl• N•^ ^m 1.n ..b M Inb bndl.e m uF pal O.lp NI. � pY.I w- - p1b Gpn. Imb .pl.n- by III Iz<aaw, cYlwr mwn. Yxa9Yn I It Wl Ub I1. a40M... II I9i nbUbf m fi.11nb � .Y el ]0� p 1'/eY .m. at n.vvm..1 n.. I« MYXnm.nsM Egan Fleld L NowaR 117 c ;AccA I CHANHASSEN TRANSIT STATION C.R. DOC. NO. mirl.w - —_ --- _T— �sn— Its tl ;S ( \ K Z;. �t 9 <Ic u.ir ,s u 2 \\� SLAI • I `.:.1„ . A.0 °,`-ea.1) otmoT9 IV sia S, ^ R ' r' v __ `\ P, :PAR l Epan, FlNtl G Nowak, Inc. Ham Non -Scannable Item Golder Number q -d Folder Name Job Number ' Box Number FRANZ SouthWest Station Chanhassen Tiff Files 10/14 f.'r, rwj 104OW W.fianzi-epro �0�, CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: December 14, 2009 RESOLUTION NO: 2009-100 MOTION BY: Ernst SECONDED BY: Tiornhom A RESOLUTION APPROVING A FINAL PLAT CREATING CHANHASSEN TRANSIT STATION WHEREAS, the City of Chanhassen has requested a subdivision of 9.64 acres of property into three lots and two outlots; and WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen City Code; and WHEREAS, the Chanhassen Planning Commission held a public hearing on November 17, 2009 and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance and recommended approval of the subdivision. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the final plat for Chanhassen Transit Station (Planning Case #09-18) creating four lots and two outlots for the property legally described in Exhibit A. The approval of the subdivision is subject to the following conditions: 1. Outlot B and Lot 1, Block 2 shall be conveyed to the City. 2. Existing public and private utilities must be encompassed by a ten -foot wide drainage and utility easement centered over the utility. 3. The main drive aisle dimensions to the parking ramp shown on Sheet C200 must be clarified. 4. The parking ramp and surface parking area shall be privately owned and maintained. 5. The sidewalks within Outlot B shall be maintained by SouthWest Transit. 6. The grading plan is incomplete. It must show the existing two -foot contours on the north and west side of the proposed construction limits. The proposed contours must tie in to the existing contours. SCANNED 7. The proposed concrete spillway that would convey runoff from the western 25 to 50 feet of the parking lot on Lot 1, Block 1 must be eliminated from the design as it would direct runoff across a sidewalk. 8. The hydrology calculations must be revised to include the drainage area to the north, particularly the flared end section that discharges approximately 55 feet north of CB B. 9. The developer's engineer and the City's engineering consultant must coordinate their respective designs to ensure that the rate and volume control requirements are met. 10. Hydraulic calculations must be submitted with the final plat submittals. 11. The developer's engineer must work with the City's engineering consultant for the public street project to ensure that the City's storm sewer design will be able to accommodate the runoff from the parking ramp storm sewer. 12. A building permit is required for the proposed retaining wall. 13. It is the developer's responsibility to coordinate any small utility relocation with the appropriate utility company. 14. The utility plan must be changed to reflect the following: a. Show the directional flow arrows on existing and proposed utilities. b. Adjust the line work so that the proposed storm sewer can be seen on the plan. c. Show the connection to the existing storm sewer on the southwest comer of the construction limits. d. Include a note where the rain leaders connect to the existing storm sewer. 15. Full park fees shall be paid in lieu of parkland dedication and/or trail construction. The fees shall be collected for Lot 1 Block 1 (1.45 acres) as a condition of approval for Chanhassen Transit Station. The park fees shall be collected in full at the rate in force upon final plat submission and approval. The current park and trail fee charge for commercial property is $12,500 per acre. 16. All plans must be revised to reflect a continuous sidewalk along the north edge of Market Street. 17. Approval of the subdivision is contingent upon approval of the vacation of the drainage and utility easement. 18. The executed temporary easement agreement must be submitted before the final plat is recorded. 2 Passed and adopted by the Chanhassen City Council this 14u' day of December, 2009. ATTEST: Tod Gerhardt, City Clerk/Manager Thomas A. Furlong, Mayor YES NO Furlong Tjomhom McDonald Ernst Litsey Chanhassen City Council — December 14, 2009 discussion or look for a motion. Is there any discussion? If not would somebody like to make a motion. Councilwoman Tjornhom: I'll make the motion. Mayor Furlong: Councilwoman Tjomhom. Councilwoman Tjornhom: I make the motion the City Council approves the five year street reconstruction plan, approves the attached resolution and provides preliminary approval for the issuance of bonds for City Project 10-02. Mayor Furlong: Thank you. Is there a second? Councilwoman Ernst: Second. Mayor Furlong: Motion's been made and seconded. Any discussion on the motion? Hearing none I'll proceed with the vote. Resolution #2009-97: Councilwoman Tjornhom moved, Councilwoman Ernst seconded that the City Council approves the Five Year Street Reconstruction Plan, approves the attached Resolution #2009-97 and provides preliminary approval for the issuance of bonds for City Project 10-02. All voted in favor, except Councilman Litsey who opposed, and the motion carried with a vote of 4 to 1. CHANHASSEN TRANSIT STATION. 500 MARKET STREET. A. PUBLIC HEARING TO CONSIDER VACATION OF DRAINAGE AND UTILITY EASEMENTS. Paul Oehme: Thank you Mayor, City Council members. This item is the vacation of drainage and utility easements for the transit station. These easements are necessary to be vacated prior to the final plat of the transit site. The easement in question runs east and west from the site and currently is under where the proposed transit station would be built so a watermain is looped through this site currently and the sewer is stubbed out to the south side of the dinner theater. The utilities, the sewer and water have to be relocated for the transit site or the transit station to be constructed so under this proposal the sewer and water would be relocated to the south into a city right-of-way, which we would not need an easement for so vacation of the easement shown here with dedication of new easements that are outside of the plat is recommended. Here's an exhibit of what the plat would be like and the utilities would be extended through this area. The easement that staff is requesting to be filed at the county is shown here, and that's included in the resolution, updated resolution that was handed out previously so. At this time there's no, or at this time I would stand for questions and would request that a public hearing be opened at this time too. Mayor Furlong: Okay, thank you. We'll deal with each under items under 4 individually, is that preferred? For the public hearing on this item? SCANNED Chanhassen City Council — December 14, 2009 Paul Oehme: That's fine. Mayor Furlong: Okay. Thank you. Any questions for staff on this item before I open the public hearing? If not, let me open the public hearing and invite all interested parties to come forward and address the council on the issue relating to the vacation of the drainage and utility easements. No? Seeing nobody then, without objection we'll close the public hearing and bring it back to council for questions or discussion. Or a motion. If there are no questions or discussion would somebody like to make a motion? Councilwoman Tjomhom: I'll make a motion. Mayor Furlong: Councilwoman Tjornhom. Councilwoman Tjornhom: I make the motion that the City Council is recommended to vacate a portion of the drainage and utility easement for document #30100 and to vacate the drainage and utility easement for document #30101 as shown on the survey prepared by Egan, Field and Nowak. Approval is contingent upon filing the Chanhassen Station final plat and execution of a temporary construction easement. Mayor Furlong: Thank you. Is there a second? Councilman McDonald: I'll second. Mayor Furlong: Motion's been made and seconded. Any discussion? Resolution #2009-98: Councilwoman Tjornhom moved, Councilman McDonald seconded that the City Council vacate a portion of the drainage and utility easement per Document Number 30100 and vacate the drainage and utility easement per Document Number 30101 as shown on the survey prepared by Egan, Field and Nowak. Approval is contingent upon filing the Chanhassen Station final plat and execution of a temporary construction easement. All voted in favor and the motion carried unanimously with a vote of 5 to 0. B. FINAL PLAT APPROVAL. Mayor Furlong: Let's go to a staff report please. Ms. Aanenson. I assume. Kate Aanenson: Well either one of us can do it. That's fine. Paul Oehme: Whatever. Mayor Furlong: You guys decide. Paul Oehme: I can try to handle it. Mayor Furlong: Mr. Oehme. 0 Chanhassen City Council —December 14, 2009 Paul Oehme: Yeah the final plat is before you tonight for the transit station. Some minor modifications have been made over the last month but the staff feels that the plat before you tonight is consistent with the Findings of Fact and the requirements that were in the final approval for the transit station, Planning Case 09-18 so. Kate Aanenson: Maybe I can add to it too. Paul Oehme: Go ahead. Kate Aanenson: For the final plat, if you can go to that one slide. We're only final platting the lot for the transit station itself at this time. Some of the other agreements that you looked at before, the fees and the nexus that we collect would be for this transit station, thank you. Lot 1, Block 2, that was being pointed to. So that's the one lot being created. Then the other lot being created is for the right-of-way for the street, and the other lot would be for where we have the current transit, the, what's the word I'm looking for? Train depot is on the other lot so those are the three significant lots that are being created with this plat. The existing dinner theater is going to sit on the lot and when that property develops in the future will be a time that we look at extracting fees for development purposes when they come in at a future date and decide what they want to do. So those are the three significant lots. There are some other outlots that are being created. That kind of remnant pieces with the Great Plains Boulevard so the plat reflects the fees that are required when we do a final plat, that's the time that they're attached with this plat which would be for the park and ride itself. So those would be the conditions of approval for the plat. Mayor Furlong: So just to clarify then. Looking at the diagram on the staff report, Lot 1, Block 1 the right-of-way on Lot 1, Block 2 are the ones being created tonight. Is Lot 3, Block 1 also being created? Kate Aanenson: Yes. Right. Mayor Furlong: Alright. So what we're seeing here is what is being created through the plat. Kate Aanenson: Yes. This will be the recorded plat for all the properties that are involved with it but the ones that are being developed are the ones that we're attaching the fees to, which also is a part of this. Mayor Furlong: Okay, and the other, any development on the other thoughts would, any fees associated with those development would occur at the time development occurs. Kate Aanenson: That's correct. Mayor Furlong: At the then current. 10 Chanhassen City Council — December 14, 2009 Kate Aanenson: That's correct. So then the condition that would go with that is, a typical for the plat. Again these are addressing Lot 1, Block 1 which is a dinner theater lot which would be those fees. Again the plat being recorded would put all those things in motion for the plat. Mayor Furlong: Okay. No, sorry. Kate Aanenson: That's alright, no. Just all the conditions that would apply. Typically what we do with the normal site plan, so these tie back to that site plan approval so they're all bundled together for Lot 1, Block 1. Mayor Furlong: They're all tied? Kate Aanenson: Yes. Mayor Furlong: Okay, thank you. Any other questions? For staff on this. This is not required for a public hearing, is that correct? Is there anyone that would like to make public comment? Sir, why don't you come forward. This is relating to the plat? Fred Reese: Yes, this is related to the crossing which at the Planning Commission meeting I had addressed at that time. The crossing of the street at Great Plains Boulevard. Over to Lot 1, Block 1 where the Goddard School is. Mayor Furlong: Oh I'm sorry, if you could state your name and address. Fred Reese: Oh, Fred Reese. Yeah. That's okay, thank you. And wonder if any provisions have been made for the crossings there. We have seen very much so an increase in pedestrian crossings there, since the school has been completed because of the continuous flow of the sidewalks and with the construction of the Southwest Transit station we anticipate an increase in that. We also anticipate that you know we actually may see families that actually attend the Goddard School that will be parking at the Southwest Transit and where our concern is, is that is there going to be a safe way for them to cross Great Plains Boulevard? Okay. To get to Southwest Metro Transit, and especially with what we already know now and that obviously will see an increase in pedestrian crossing of that particular road and we just want to make sure that that is being considered. Kate Aanenson: Mayor if I can address that. We did point that out at the last meeting when we went through the preliminary plat. At that time that was an issue that was addressed and we did have a slide of that and maybe if you can go back to that first slide Paul that shows the overview. There are currently two crossings in this location. The overall site area, aerial map maybe would show it Paul. Oh, that's too small. Too big of a scale. There are two crossings. One is actually up on the north end. We go to the middle island piece right at the north, West 78`° and Great Plains Boulevard. There is a crossing there which we believe is a safe one. And currently there is, where this exits out a crossing where the sidewalk continues across the street on the other side of Great Plains. If you were to cross mid block here there's not a sidewalk on the other side so current, there is crosswalks at both those locations and we did have a map, I apologize at the last meeting and that so, and reviewing with engineering department we believe that's the safest and Chanhassen City Council — December 14, 2009 the best place to cross. Where we have a controlled intersection where there already is a crosswalk and you've crossing over to a sidewalk over on the other side of the street, so it's our intent to work with the dinner theater, then keep the visual cueing of how they should be continue to crossing in those crosswalks. Mayor Furlong: There is a sidewalk on the, what would be the south side of the existing Great Plains? Kate Aanenson: Yeah and actually it weaves kind of behind the existing businesses there so if you were to cross in the middle of the block there isn't a sidewalk on that side so you'd have to walk to a parking lot so the goal there is to keep it in place where they are and get to the sidewalk. Mayor Furlong: Okay. Alright, any questions on that? Fred Reese: ... a comment on that. Mayor Furlong: Certainly. Fred Reese: Is there any provisions possibly being made at the crosswalks. Now I'm not sure exactly what's at the corner of West 78th Street and Great Plains Boulevard. If there's pedestrian crosswalks. Kate Aanenson: Yes there is. I'm not sure there's crosswalks but there's the depressed, to make the cross, to get to the middle island there which is really the best place, then you can look again and then cross so you don't have to go all the way across. You can stop mid block and then cross, so that's really the safest place to cross. That would also include anybody going to Chapel Hill Academy also so it provides a mechanism for both, so then you're at your front door. Then you can cross again to get over to Chapel so really it's the best control point for that. Fred Reese: Right, and I understand that but I've also seen a lot of crossing at the northern end, just south of the railroad tracks. At that other crossing and I'm wondering if there should be some sort of pedestrian crossing light there. Kate Aanenson: Oh. There is a crosswalk. There's not a crossing light. There's a striped crosswalk. Fred Reese: Okay. Something that would you know give the pedestrians a way of pressing a button and safely being able to monitor, you know slow down traffic. Stop traffic. Control the lights in some way so that they could cross at that location. A lot of pedestrians cross there right now, okay. And I'm assuming there's going to be a sidewalk going down towards the Southwest Metro Transit Station also. So, and we see a lot of crossing there now so there's going to definitively bean increase. So, and just to expect people just to cross at the West 780' Street and Great Plains Boulevard location would you know, I would say it'd be a little naYve because most of them, a lot of them cross down by the one down to the south. Not down to the north. 12 Chanhassen City Council —December 14, 2009 Kate Aanenson: So if I can your question is, because they can cross, there is a crosswalk. What you're saying is you wanted to make it a more controlled access. More functionally. Fred Reese: Right, more controlled, exactly. Kate Aanenson: I'm not sure what the lights are on that. Fred Reese: Something that would control the lights that would allow for pedestrians to cross there safely, okay. We're definitively going to see a lot of traffic coming out of the Southwest Metro Transit, buses. Okay. So on and so forth. Buses do not stop on a dime, okay, and with pedestrians crossing there, I just, you know we have concern. Paul Oehme: There is a center median there where there is a safe zone for pedestrians to reside to make that next crossing of the opposite flow of traffic area so there is a safe zone there. You know we'd have to look at doing a warrant for that area to justify putting a pedestrian push button sort of crossing light at that intersection or in that pedestrian crossing. To date I have never heard of any issues at that intersection. Typically that takes into consideration for those type of improvements so it's one thing that we definitely monitor and pedestrian accidents in our community and make recommendations as you know staff sees fit to the council. Any type of warrants but to this point in time I don't know of any warrants that would be made for that type of a, those type of improvements. Fred Reese: My whole idea was basically a light control system that would be there specifically controlled by people who are going to be crossing the street. So in other words those lights would only be engaged at a time when pedestrians will be crossing the street. Otherwise it would be a green light. Paul Oehme: Right, I understand. Fred Reese: And that's my you know concept there for that. Mayor Furlong: And my sense is there that probably the best thing to do is let's monitor. Let's look at what current issues are and once the station is built and complete continue to monitor out there and up at West 78`" and make sure that we have safe crossings. Fred Reese: Right. I mean even if at the minimum when the station is built we put up some sort of sign that says pedestrian crossing. Something like that. Something as simple as that. It should be low cost. Mayor Furlong: Okay. Fred Reese: But yet make people aware. Mayor Furlong: Okay. Fred Reese: Thank you. 13 Chanhassen City Council — December 14, 2009 Mayor Furlong: Alright, thank you. Any other questions or comments? From the council for staff, or are there any questions or comments? Any comments on this proposal that's in front of us? If not is there a motion relating to approving the final plat with conditions? Councilwoman Ernst. Councilwoman Ernst: I make the motion that we adopt the resolution approving final plat for Chanhassen Transit Station Planning Case 09-18 subject to conditions as specified on pages 11 through 12 of the staff report. Mayor Furlong: And that would be conditions 1 through 18 1 think. As I saw it. Going to pages 11 through 12. Thank you Councilwoman Ernst. Is there a second? Councilwoman Tjomhom: Second. Mayor Furlong: Made and seconded. Any discussion on the motion? Resolution #2009-100: Councilwoman Ernst moved, Councilwoman Tjornhom seconded that the City Council adopt the attached resolution approving the final plat for the Chanhassen Transit Station with the following conditions: 1. Outlot B and Lot 1, Block 2 shall be conveyed to the City. 2. Existing public and private utilities must be encompassed by a ten -foot wide drainage and utility easement centered over the utility 3. The main drive aisle dimensions to the parking ramp shown on Sheet C200 must be clarified. 4. The parking ramp and surface parking area shall be privately owned and maintained. 5. The sidewalks within Outlot B shall be maintained by SouthWest Transit. 6. The grading plan is incomplete. It must show the existing two -foot contours on the north and west side of the proposed construction limits. The proposed contours must tie in to the existing contours. 7. The proposed concrete spillway that would convey runoff from the western 25 to 50 feet of the parking lot on Lot 1, Block 1 must be eliminated from the design as it would direct runoff across a sidewalk. 8. The hydrology calculations must be revised to include the drainage area to the north, particularly the flared end section that discharges approximately 55 feet north of CB B. 9. The developer's engineer and the City's engineering consultant must coordinate their respective designs to ensure that the rate and volume control requirements are met. 14 Chanhassen City Council — December 14, 2009 10. Hydraulic calculations must be submitted with the final plat submittals. 11. The developer's engineer must work with the City's engineering consultant for the public street project to ensure that the City's storm sewer design will be able to accommodate the runoff from the parking ramp storm sewer. 12. A building permit is required for the proposed retaining wall. 13. It is the developer's responsibility to coordinate any small utility relocation with the appropriate utility company. 14. The utility plan must be changed to reflect the following: a. Show the directional flow arrows on existing and proposed utilities. b. Adjust the line work so that the proposed storm sewer can be seen on the plan. c. Show the connection to the existing storm sewer on the southwest comer of the construction limits. d. Include a note where the rain leaders connect to the existing storm sewer. 15. Full park fees shall be paid in lieu of parkland dedication and/or trail construction. The fees shall be collected for Lot 1 Block 1 (1.45 acres) as a condition of approval for Chanhassen Transit Station. The park fees shall be collected in full at the rate in force upon final plat submission and approval. The current park and trail fee charge for commercial property is $12,500 per acre. 16. All plans must be revised to reflect a continuous sidewalk along the north edge of Market Street. 17. Approval of the subdivision is contingent upon approval of the vacation of the drainage and utility easement. 18. The executed temporary easement agreement must be submitted before the final plat is recorded." All voted in favor and the motion carried unanimously with a vote of 5 to 0. C. Paul Oehme: Thank you Mayor. This item is to consider modifying the consultant's contract for this project. This project has, I would say dragged on for a lot longer than we had ever anticipated. The cost incurred by the consultant have been reviewed by staff and staff does concur with the funds that the consultant is requesting. The main issue or the main cost over runs for this project have been included in your background but they include several more meetings with MnDOT and Southwest Transit and local property owners than were ever anticipated. The federal government staff meetings to review issues with the park and ride W ■ Downtown Transit Station Site Improvements City Project 08-11 Feasibility Study And Report Prepared for: City of Chanhassen March 2009 ❑�❑ Kimley-Horn and Associates, Inc. I 1 ❑mm❑ 1 1 1 Kimley-Horn and Associates, Inc. March 23, 2009 Honorable Mayor and Members of the City Council City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Attn: Paul Oehme, P.E. Director of Public Works/City Engineer Re: Feasibility Study and Report Downtown Transit Station Site Improvements City Project 08-11 Honorable Mayor and Members of the City Council: ■ Suite 345N 2550 University Avenue West St. Paul, Minnesota 55114 The enclosed feasibility report has been prepared for the Downtown Transit Station Site Improvements, City Project 08-11, as was authorized at the August 11, 2008 City Council meeting. The feasibility report details the scope of the project as discussed with City staff and provides estimated costs and a proposed method of financing for the project. Information utilized in the preparation of this report included utility as- builts, survey information provided by SouthWest Transit, information from other City studies/reports, information gathered through field reviews of the project area, and discussions with City staff. All available information was reviewed and considered to determine the feasibility of the proposed project. We believe that the proposed project is feasible, that it will benefit the ' properties in the project area, and that it will benefit the City of Chanhassen. ' Sincerely, KIMLEY�-�HORNN AND ASSOCIATES, INC. My Chadd Larson, P.E. Project Manager Enclosure ' cc: File: 160511012/3.10 ■ ' TEL 651 645 4191 FAX 651 645 5116 FEASIBILITY STUDY AND REPORT FOR CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION SITE IMPROVEMENTS CITY PROJECT 08-11 Kimley-Horn and Associates, Inc. 2550 University Avenue West Suite 345N St. Paul, MN 55114 (651) 645-4197 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am duly Licensed Professional Engineer under the laws of the State of Minnesota. Signature: Chadd B. Larson, P.E. Date: 3/Z3/O9 Lic. No. 41864 CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION SITE IMPROVEMENTS CITY PROJECT 08-11 TABLE OF CONTENTS Page EXECUTIVE SUMMARY i 1. INTRODUCTION 1 2. PROPOSED PUBLIC IMPROVEMENTS 1 Phase 1 Improvements: 3: A. Building Demolition Exhibit B. Sanitary Sewer Relocation Proposed Typical Sections C. Watermain Relocation 5: Phase 2 Improvements: Exhibit A. Street Improvements Existing Property Ownership B. Storm Drainage Improvements 7: 3. RIGHT-OF-WAY AND EASEMENT REQUIREMENTS 3 4. ESTIMATED COSTS 4 5. METHOD OF FINANCING 4 6. ESTIMATED ASSESSMENTS 5 7. PROJECT SCHEDULE 6 8. SUMMARY AND RECOMMENDATIONS 6 APPENDIX A - EXHIBITS Exhibit 1: Project Location Exhibit 2: Proposed Building Demolition Exhibit 3: Proposed Sanitary Sewer and Watermain Relocation Exhibit 4: Proposed Typical Sections Exhibit 5: Proposed Street Improvements Exhibit 6: Existing Property Ownership Exhibit 7: Proposed Property Ownership I 1 ' APPENDIX B - DETAILED COST ESTIMATES APPENDIX C - PRELIMINARY ASSESSMENT ROLL IAPPENDIX D - HAZARDOUS BUILDING MATERIALS INSPECTION REPORT I APPENDIX E - TRAFFIC IMPACT ANALYSIS 1 1 1 1 1 1 1 1 1 1 CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION SITE IMPROVEMENTS CITY PROJECT 08-11 EXECUTIVE SUMMARY This feasibility study and report has been prepared for the Downtown Transit Station Site Improvements, City Project 08-11. The project includes the construction of public roadway and utility improvements to support the proposed construction of a 400 car parking ramp/transit station for SouthWest Transit. The parking ramp is proposed to be constructed along the south side of West 78b Street between Market Boulevard and Great Plains Boulevard, directly behind the Chanhassen Dinner Theater. The public improvements are proposed to be constructed in two phases. Phase 1 will include the demolition of the existing scene shop building for the Dinner Theater and a bus stop enclosure, sanitary sewer relocation, and watermain improvements to prepare for the construction of the parking ramp/transit station. Phase 2 will include street and storm drainage improvements in conjunction with the construction of the transit station. The estimated costs for the proposed improvements are detailed below. These costs include a 10 percent construction cost contingency and a 30 percent allowance for indirect costs. Proposed improvements Estimated Cost Phase 1 Improvements 792,400 • Building Demolition $ 51,500 • Sanitary Sewer Relocation $ 52,800 • Watermain Relocation $ 77,500 Subtotal $ 181,800 ' Phase 2 Improvements • Street Improvements $ 704,300 • Storm Sewer Improvements $ 88,100 ' The improvements are proposed to be financed through a combination of assessments to benefiting property owners and City funds. The following is a summary of the proposed ' financing plan for the project. Subtotal $ 792,400 Land Acquisition Costs • Depot Station Site $ 133,660 ' • Street Right -of -Way $ 400,000 • Acquisition of Scene Shop $ 300,000 Scene Shop Relocation $ 100,000 ' Subtotal $ 933,660 Total Project Cost $ 1,907,860 ' The improvements are proposed to be financed through a combination of assessments to benefiting property owners and City funds. The following is a summary of the proposed ' financing plan for the project. Funding for the City share of the project would come from several sources: ' Sanitary Sewer Utility Fund $ 52,800 ' Water Utility Fund $ 77,500 Revolving Assessment Fund $ 233.660 Total $ 363,960 Note: The Revolving Assessment Fund estimate is over the budgeted amount in the 2009 CIP. This increase in cost is due to the increase in costs of the project and additional negotiations with the benefiting property owners. The following is a preliminary schedule for the implementation of the project. ' City Council Receives Feasibility Study and Report; March 23, 2009 Call Public Hearing ' Public Hearing and Authorize Preparation of Plans April 13, 2009 and Specs ' Phase 1 Improvements City Council Approves Final Plans and Specs and April 27, 2009 Financing Source Amount ' Assessments Bloomberg Companies $ 787,640 SouthWest Transit $ 756,260 May 29, 2009 Total Assessments $ 1,543,900 City of Chanhassen Costs $ 363,960 City Council Awards Contract Total $ 1,907,860 The proposed financing plan has been prepared based on the following criteria: July 15, 2009 • Bloomberg Companies is assessed 51 % of the street right-of-way and scene shop ' acquisition, building demolition, street, and storm sewer costs. • SouthWest Transit is assessed 49% of the street right-of-way and scene shop acquisition, building demolition, street, and storm sewer costs. t • City of Chanhassen pays 100% of the costs for depot station site acquisition, the ' scene shop relocation, and the sanitary sewer and watermain improvements. • All land acquisition costs assume a value of approximately $8.20/square foot. Funding for the City share of the project would come from several sources: ' Sanitary Sewer Utility Fund $ 52,800 ' Water Utility Fund $ 77,500 Revolving Assessment Fund $ 233.660 Total $ 363,960 Note: The Revolving Assessment Fund estimate is over the budgeted amount in the 2009 CIP. This increase in cost is due to the increase in costs of the project and additional negotiations with the benefiting property owners. The following is a preliminary schedule for the implementation of the project. ' City Council Receives Feasibility Study and Report; March 23, 2009 Call Public Hearing ' Public Hearing and Authorize Preparation of Plans April 13, 2009 and Specs ' Phase 1 Improvements City Council Approves Final Plans and Specs and April 27, 2009 Authorizes Ad for Bids Bid Opening May 29, 2009 ' City Council Awards Contract June 8, 2009 Start Construction July 15, 2009 ' Complete Construction August 14, 2009 Phase 2 Improvements City Council Approves Final Plans and Specs and January 2010 ' Authorizes Ad for Bids Bid Opening February 2010 ' ll ' City Council Awards Contract March 2010 Start Construction June 2010 ' Complete Construction August 2010 ' The final schedule for the public improvements will be coordinated with the construction of the parking ramp/transit station and may change from the dates listed above. Based upon the analysis completed as a part of this report, the proposed Downtown Transit Station Site Improvements, City Project 08-11 are feasible, necessary, and cost effective, and will benefit the City of Chanhassen. 1 1 11 1] I I 1 1. INTRODUCTION ' On August 11, 2008, the Chanhassen City Council authorized the preparation of a feasibility study and report for the Downtown Transit Station Site Improvements, City Project 08-11. The proposed improvements are in conjunction with a separate project in which SouthWest Transit proposes to construct a parking ramp and associated parking lot and site improvements on Chanhassen Dinner Theater property. ' The proposed project will be constructed in two phases: Phase 1 will include the demolition of an existing building and bus stop enclosure, and the relocation of sanitary ' and watermain; Phase 2 will include street construction and storm sewer improvements. Details of the project are outlined in this report along with the estimated costs, proposed t funding methods and proposed assessments to the benefiting property owners. A project location map is provided as Exhibit 1 in Appendix A. 2. PROPOSED PUBLIC IMPROVEMENTS ' The following is a summary of the proposed Phase 1 and Phase 2 improvements to be included as a part of this project. Exhibits 2, 3, 4 and 5 in Appendix A further illustrate the proposed improvements. Phase 1 Improvements ' A. Building Demolition This project is proposed to include the demolition of an existing steel building located at ' the south end of the Chanhassen Dinner Theater parking lot. The existing building currently serves as a scene shop for the Dinner Theater and is located within the area of a parking rump proposed to be constructed as part of a separate project. A SouthWest ' Transit bus stop enclosure adjacent to the existing scene shop will also be removed. In conjunction with the building demolition, a Hazardous Building Materials Inspection ' Report was completed by Braun Intertec to ascertain the extent, type and condition of hazardous materials within the existing building. No asbestos -containing materials or deteriorated lead-based paint were detected at the time of the inspection. ' The Hazardous Building Materials Inspection Report is included as Appendix D of this feasibility study and report. ' B. Sanitary Sewer Relocation ' Existing 8 -inch PVC sanitary sewer located within the proposed parking ramp footprint is proposed to be removed and relocated south of the proposed parking ramp and extend east to serve potential future development. Relocated sanitary sewer is proposed to be 8 - inch PVC pipe. A temporary sanitary sewer bypass may be necessary for the relocation 1 I I 1 I 1 of the sanitary sewer main. Sanitary sewer services are proposed to service the proposed parking ramp and potential future development to the east of the parking ramp. Existing sanitary manhole castings within the area disturbed by construction are proposed to be replaced. C. Watermain Relocation Existing 8 -inch cast iron watermain located within the proposed parking ramp footprint and extending east toward Great Plains Boulevard is proposed to be removed and relocated to south of the parking ramp. The watermain will be replaced with C-900 PVC pipe. Existing hydrants disturbed by construction are proposed to be relocated. Water services are proposed to be constructed to service the proposed parking ramp and potential future development. All existing water services and curb boxes adjacent to replaced watermain are proposed to be replaced. Exhibit 2 in Appendix A illustrates the proposed building demolition. Exhibit 3 in Appendix A illustrates the proposed sanitary sewer and watermain relocation. Phase 2 Improvements A. Street Improvements This project is proposed to include the construction of a local street connecting Great Plains Boulevard at the Dinner Theater driveway to existing Pauly Drive. The proposed street will facilitate access to the proposed parking ramp to be constructed by SouthWest Transit as a part of a separate project. This feasibility study includes a traffic impact analysis which was conducted to investigate potential traffic impacts of the proposed parking ramp and associated site improvements. The traffic impact analysis is included as Appendix E of this feasibility study and report. The existing Chanhassen Dinner Theater driveway at Great Plains Boulevard is approximately 36 feet wide and currently provides easterly access to the Dinner Theater parking lot. Pauly Drive currently provides westerly access from Market Boulevard to the Dinner Theater and other adjacent buildings. The new street is proposed to connect to Great Plains Boulevard at the existing driveway to the Chanhassen Dinner Theater and parallel the Soo Line Railway. The proposed street is approximately 1,000 feet in length. From Great Plains Boulevard to the proposed parking ramp, the new street is proposed to be a 36 foot wide urban street section with concrete barrier curb and gutter. Adjacent to the proposed parking ramp, the street is proposed to be a 48 foot wide divided street with an 8 foot wide median and 10 foot wide bus drop-off bay. West of the proposed parking ramp, the proposed street will taper down to connect to Pauly Drive. I t New bituminous surfaces are proposed to consist of the City standard commercial/ industrial pavement section: 6 %: inches of bituminous pavement and 12 inches of aggregate base course. Due to Chanhassen's clay soils, an additional 2 feet of sub -cut is ' proposed to be excavated and replaced with 2 feet of select granular borrow material. Geotextile fabric may also be installed in areas with less suitable soils to stabilize the sub -base. The proposed street construction will include the removal of existing parking spaces along Pauly Drive to facilitate safe pedestrian and vehicle movement out of the proposed ' parking ramp. Proposed improvements also include the construction of a sidewalk connecting the proposed parking ramp to the adjacent movie theater. ' Coordination with private utility companies will be required as there are private utilities which lie within the proposed area of disturbance. Relocation of some private utilities ' may be necessary for completion of this project. Exhibit 4 in Appendix A illustrates the proposed typical sections. B. Storm Sewer Improvements Existing storm sewer within the project area consists of catch basins, pipe and flared end sections which will be displaced by the proposed roadway and parking ramp construction. Runoff from the western portion of the project area ultimately discharges to ' a pond located west of Market Boulevard. Storm sewer is proposed to be constructed as necessary to modify existing storm sewer displaced by ramp construction, or to collect runoff at low points created along the ' proposed roadway. The proposed storm sewer will connect to the existing drainage system wherever possible and will be designed with consideration of proposed adjacent ' site improvements. Drain tile is proposed to be installed at all low points and in areas with a high ' groundwater table. Exhibit 5 in Appendix A illustrates the proposed street and storm sewer improvements. ' 3. RIGHT-O&WAY AND EASEMENT REQUIREMENTS ' The project area impacts a combination of parcels owned by Bloomberg Companies and the City of Chanhassen. Bloomberg Companies owns two parcels which will be affected by the proposed construction. Exhibit 6 in Appendix A illustrates the existing property ownership. I The City will acquire the right of way necessary for the roadway improvements as well as ' the existing Depot parcel located at the southeast comer of the project area. SouthWest Transit will acquire the necessary property for the parking ramp improvements. The project area will be re -platted to accommodate the proposed land uses. ' It is assumed that any easements required for construction will be dedicated at no cost to the City. ' Exhibit 7 in Appendix A illustrates the proposed property ownership. ' 4. ESTIMATED COSTS I 1 The estimated costs for the Downtown Transit Station Site Improvements, City Project 08-11, as proposed in this feasibility study, are detailed below. The estimated project costs include a 10 percent construction cost contingency and a 30 percent allowance for indirect costs such as engineering, administrative, legal items, and capitalized interest. Detailed cost estimates are provided in Appendix B. Proposed Improvements Estimated Cost Phase 1 Improvements • Building Demolition $ 51,500 • Sanitary Sewer Relocation $ 52,800 • Watermain Relocation $ 77,500 Subtotal $ 181,800 Phase 2 Improvements • Street Improvements $ 704,300 • Storm Sewer Improvements $ 88,100 Subtotal $ 792,400 Land Acquisition Costs • Depot Station Site $ 133,660 • Street Right -of -Way $ 400,000 • Acquisition of Scene Shop $ 300,000 • Scene Shop Relocation $ 100,000 Subtotal $ 933,660 Total Project Cost $ 1,907,860 5. METHOD OF FINANCING The Downtown Transit Station Site Improvements, City Project 08-11, is proposed to be financed through a combination of assessments to benefiting property owners and City funds. The following is the preliminary financing plan for the project. 7 L Financing Source Amount Assessments Bloomberg Companies $ 787,640 SouthWest Transit $ 756,260 ' Total Assessments $ 1,543,900 Special assessments for the proposed improvements are proposed to be levied against benefiting properties. This report includes preliminary assessments to the benefiting property owners based on cost estimates for the improvements. The City will assess the benefiting property owners based on the actual cost of the improvements. The costs for the improvements are proposed to be assessed to the benefiting properties on the following basis: Bloomberg Companies is assessed 51 % of the street right-of-way and scene shop acquisition, building demolition, street, and storm sewer costs. SouthWest Transit is assessed 49% of the street right-of-way and scene shop acquisition, building demolition, street, and storm sewer costs. Estimated Costs Street Right of Way Scene Shop Acquisition $ 400,000 $ 300,000 City of Chanhassen $ 363,960 Total $ 1,907,860 The proposed financing plan has been prepared based on the following criteria: ' • Bloomberg Companies and SouthWest Transit are assessed for the street right-of-way ' and scene shop acquisition, building demolition, street, and storm sewer costs. City Chanhassen 100% the costs for depot station site acquisition, the • of pays of scene shop relocation, and the sanitary sewer and watermain improvements. ' • All land acquisition costs assume a value of approximately $8.20/square foot. Funding for the City share of the project would come from several sources: Sanitary Sewer Utility Fund $ 52,800 Water Utility Fund $ 77,500 Revolving Assessment Fund $ 233,660 ' Total $ 363,960 Note: The Revolving Assessment Fund estimate is over the budgeted amount in the 2009 CIP. This increase in cost is due to the increase in costs of the project and additional negotiations with the benefiting property owners. ' 6. ESTIMATED ASSESSMENTS Special assessments for the proposed improvements are proposed to be levied against benefiting properties. This report includes preliminary assessments to the benefiting property owners based on cost estimates for the improvements. The City will assess the benefiting property owners based on the actual cost of the improvements. The costs for the improvements are proposed to be assessed to the benefiting properties on the following basis: Bloomberg Companies is assessed 51 % of the street right-of-way and scene shop acquisition, building demolition, street, and storm sewer costs. SouthWest Transit is assessed 49% of the street right-of-way and scene shop acquisition, building demolition, street, and storm sewer costs. Estimated Costs Street Right of Way Scene Shop Acquisition $ 400,000 $ 300,000 I I 1 Building Demolition Street Improvements $ 51,500 $ 704,300 Storm Sewer Improvements $ 88,100 Total $ 1,543,900 Assessments Bloomberg Companies (51%) $ 787,640 SouthWest Transit (49%) $ 756,260 Total Assessments $ 1,543,900 A preliminary assessment roll is included in Appendix C. The preliminary assessment roll details the proposed assessments to Bloomberg Companies and SouthWest Transit. ' 7. PROJECT SCHEDULE ' The following is the proposed project schedule: City Council Receives Feasibility Study and Report; March 23, 2009 ' Call Public Hearing Public Hearing and Authorize Preparation of Plans April 13, 2009 and Specs Phase 1 Improvements City Council Approves Final Plans and Specs and April 27, 2009 Authorizes Ad for Bids ' Bid Opening May 29, 2009 City Council Awards Contract June 8, 2009 ' Start Construction July 15, 2009 Complete Construction August 14, 2009 Phase 2 improvements ' City Council Approves Final Plans and Specs and January 2010 Authorizes Ad for Bids Bid Opening February 2010 ' City Council Awards Contract March 2010 Start Construction June 2010 ' Complete Construction August 2010 The final schedule for the public improvements will be coordinated with the construction ' of the transit station and may change from the dates listed above. 8. SUMMARY AND RECOMMENDATIONS ' Based upon the analysis completed as a part of this report, the proposed Downtown Transit Station Site Improvements, City Project 08-11 are feasible, necessary, and cost effective. We recommend the following: 1 1 A. The Chanhassen City Council accept this feasibility study and report on March ' 23, 2009 and call a public hearing for April 13, 2009. ' B. After receiving the appropriate staff reports, staff information and public hearing input, the Council must decide on the approval or rejection of the proposed public improvements. ' C. Based upon the outcome of the public hearing, the Council could proceed to order the proposed improvements. ' 1 1 1 1 7 I 1 Ll 1 1 1 1 1 1 1 �� Q pL °}nY,>Fap ?A 3 cHr °? rpwN L1LIE RD '-' 6 STR AlimD R ' uuc u EKWON �T [LEN j � "pY� yy `y j,A<CiIP'aUA@'IPMRK>2�< C) 0 A9. 10. � PENNIivaV C(. aCI,� � �6 o F$� �y i f 366YILON i ?. " g ;i (1 LA. S111L 7U u�i 50. 2 WAeV yl( U o< "l. Q? t� C. 4r W. 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ASCOT w a < DAKOTA MRC ai > 5 w. t9• c W LTR. aR. wn b aR. .g cr 45' Lo o Wp 4 A, w waa+luAa a & pp[A R OR. lD m e w m* yu4, R µf o u A < Q( ,♦ fy '^CLEARSPRINGLA `qN 1 q LN VES f�¢ SH _ O<(£OR s> M 4A t< 'y RW wD e2A ST. gi V OrA PF. OENTA 0 -A g 8 aWu VS m � PA DH,& ti w A t]WN BAY ES ci �a 101rt -i N or L6k. S~N Marsh Lok s>e MILLER P DoaE CT. ATL"'G a HEIGHTS ILLS Gr. E PRAIRIE C MST 1990 POP. 39.311 LLSAmN. O <q o NRTIE PT. g C K 00 m U m , a b N y na cr. C 'A'S ".9AT� ST. YEILM $' IL �f 23 M P �G CJ 6 x" eARBARA CT �Y 27 < pI6N LAKE z 3Q�- RAI 3 9E g BEARPAM ]R ?Y V 0 IPI<A [E A' Y z CITY OF CHANHASSEN ' DOWNTOWN TRANSIT STATION SITE IMPROVEMENTS CITY PROJECT NO. 08-11 Ifmley-Horn Crff OF PROJECT LOCATION and Associates, Inc. CHANM EXHIBIT 1 0 25 SD 100 HORIZONTAL SCALE IN FEET LEGEND REMOVE CONCRETE SURFACE REMOVE BITUMINOUS SURFACE REMOVE BUILDING REMOVE CONCRETE CURB x -x x -x x-x.x-x x REMOVE UTILITY LINES ❑�❑ Kimley-Horn and Associates, Inc. CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION SITE IMPROVEMENTS CITY PROJECT NO. 08-11 PROPOSED BUILDING DEMOLITION EXHIBIT 2 I 0 25 50 100 NORRNTAE SGEE IN FEET LEGEND EXISTING SANITARY SEWER EXISTING WATERMAIN PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED PARKING RAMP (SEPARATE PROJECT) ❑M❑ Kimley-Horn m and Associates, Inc. CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION SITE IMPROVEMENTS CITY PROJECT NO. 08-11 PROPOSED SANITARY SEWER AND WATERMAIN RELOCATION EXHIBIT 3 1 I � 5' WALK t' 18' 18' t' ROW 1 I ROW L TYPICAL SECTION ENTRANCE DRIVE (FROM STA 13+00 TO STA. 17+50) 6' 10' It' e' I 16, 24' GUTTER (TYP.) CONC. BUS BLVD.WALK DROP OFF 2x _ SEE INSET TYPICAL SECTION ENTRANCE DRIVE WITH BUS DROP—OFF (FROM STA 10+50 TO STA 13+00) 8518 CURB R GUTTER (TYP.) 2' BITUMINOUS WEARING COURSE BITUMINOUS TACK COAT .............. .. �2- BITUMINOUS BINDER COURSE 2.5" BITUMINOUS BASE COURSE 12' CLASS 5 AGGREGATE BASE, MOOS CRUSHED 24' SELECT GRANULAR BORROW GEOTEXTIIE FABRIC TYPE 5 (IN UNSTABLE SOILS) APPROVED SUBCRADE BITUMINOUS PAVEMENT INSET I� IGmley4iorn �l and AssoWi m, Inc. CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION SITE IMPROVEMENTS CITY PROJECT NO. 08-11 PROPOSED TYPICAL SECTIONS EXHIBIT 4 Ps A I !t-0 7300 0 I1 1 J' 1 I CONNECT TO EXISTING STORM SEWER 7.50 5.00 6.50 9.00 9.50 10.01 CHANHASSEN DINNER THEATER � \ I \ \ 1 l\ -- \\ 01 Its CONNECT 10 ; > "\ EXISTING STORM '\ V i. ♦ ♦♦ SEWER \\ \ 1 ♦`♦♦ .� \y - _ 14J00 1)TDD pill SOC UNE RP0.ROA� _ � «o no no no A Pp LOW POINT ELl 954.96 P OI� HIGH PM Pp ® PN STA: 9.75.0( ww PN ELEV 955.43 PN STA: 103 AD: 1W 15.60J6 6: Ill 69 PN 934.4— 7.50 5.00 6.50 9.00 9.50 10.01 CHANHASSEN DINNER THEATER � \ I \ \ 1 l\ -- \\ 01 Its CONNECT 10 ; > "\ EXISTING STORM '\ V i. ♦ ♦♦ SEWER \\ \ 1 ♦`♦♦ .� \y - _ 14J00 1)TDD pill SOC UNE RP0.ROA� _ � 15 00' M a 15.550 16.00 e • nm n S -L17; «o no no no Irr wo LOW POINT ELl 954.96 PN STA: 13.4500 HIGH PM T El 969.92 ® LOW POINT STA: 10.7500 -- - - PN El 957.52 190'N POW STA: 15.76.40 PN STA: 103 AD: 0.06 PN 5 15.60J6 no 69 PN 934.4— K: 17.66 PN E 1. EN 990 - AD. 0.02 100.00' A : 1 K: 13 K: .10 STORM SEWER 1160 3.60 15 00' M a 15.550 16.00 e • nm n S -L17; «o no no no Irr PROPOSED STREET I� s4o ® PROPOSED MEDIAN q0 ® PROPOSED -- -- ---- 16.50 11.00 ----- - - - 17.50 17.90.91 no 0 25 50 100 .El SCALE IN FEET LEGEND Irr PROPOSED STREET I� IMPROVEMENTS ® PROPOSED MEDIAN SIDEWALK ® PROPOSED PARKING RAMP (SEPARATE PROJECT) —>- EXISTING STORM SEWER PROPOSED CATCH BASIN 3,— PROPOSED STORM SEWER E]_❑ Kimley-Horn m and Associates, Inc. CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION SITE IMPROVEMENTS CITY PROJECT NO. 08-11 PROPOSED STREET IMPROVEMENTS _— WEST 78TH ST. -�---_ _--- - ___________.tea- - - / — 1 1 I I 1 I I I I I I 1 I I i ////////♦ / i // //i //// i // i // //// /// i/////// i//// i /a/ /�` � -, � ^CITY OF CHANHASSEN I I i l l l l l l l l l l 15 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I E 1 1 1 1 1 1 1 1 1 1 I m° — 11111111111111 I I I 1 1 1 1 1 1 1 1 1 I l l l l l l l l l l l I I I I I I I I I I I I I I I I I I I I I I I IU I I I I I I I I I I I I 41�n" I l BLOOMBI I 1 1 ERG 1 1 CO1 MPANI 1 1 1 ,1 I 2528300020 ,I Ilu' a PARCEL AREA I I I > > ` ` ` I I I I BLOOMBERG I 1 I j COMPANIES I i I i 252830030 I I I PARCEL AREA I I 1 36,100 SO, FT. 01, 4,300 SO. FT. TY / 0014", '^�// \`\` Y`- �4i200 SO.H TNHASSENI CEL AREA 124,500 SO. FT: S00 UNE 0 25 50 100 HORI® SCALE IN FEET ❑= ❑ IGmley-Horn m and Associates, Inc. CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION SITE IMPROVEMENTS CITY PROJECT NO. 08-11 EXISTING PROPERTY OWNERSHIP ■ 0 20 SO 100 NOPoZONTAL SCALE M FEET IM❑ICIm"rn and Assodates, Inc. CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION SITE IMPROVEMENTS CITY PROJECT NO. 08-11 PROPOSED PROPERTY OWNERSHIP EXHIBIT 7 I I 11 ' APPENDIX B DETAILED COST ESTIMATES 1 1 1 1 1 1 I d 1 1 1 1 CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION SITE IMPROVEMENTS CITY PROJECT 08-11 ESTIMATED COSTS BUILDING DEMOLITION Item No. Item 1 Remove Building 2 Remove Bus Stop Enclosure 3 Remove Concrete Drive/Walk 4 Site Restoration $ Subtotal LS 10% Construction Contingency Total Construction Cost 30% Indirect Cost Total Estimated Project Cost Units Quantity Unit Price Amount LS 1 $ 30,000.00 $ 30,000.00 LS 1 $ 3,000.00 $ 3,000.00 SY 250 $ 4.00 $ 1,000.00 LS 1 $ 2,000.00 $ 2,000.00 $ 36,000.00 $ 3,600.00 $ 39,600.00 $ 11,900.00 $ 51,500.00 CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION SITE IMPROVEMENTS CITY PROJECT 08-11 ESTIMATED COSTS SANITARY SEWER RELOCATION Item No. Item Units Quantity Unit Price Amount 1 Remove Sanitary Sewer Main LF 350 $ 10.00 $ 3,500.00 2 Remove Sanitary Sewer Service LF 30 $ 8.00 $ 240.00 3 Remove Sanitary Manhole EA 2 $ 500.00 $ 1,000.00 4 Remove Bituminous Pavement SY 750 $ 2.00 $ 1,500.00 5 Sanitary Manhole (48") EA 2 $ 2,500.00 $ 5,000.00 6 Sanitary Manhole Casting EA 1 $ 500.00 $ 500.00 7 Connect to Existing Sanitary Sewer EA 1 $ 500.00 $ 500.00 8 Sanitary Sewer Bypass EA 1 $ 1,000.00 $ 1,000.00 9 Coarse Filter Aggregate Foundation TON 75 $ 25.00 $ 1,875.00 10 Granular Bedding CY 100 $ 15.00 $ 1,500.00 11 8" PVC SDR 35 Sanitary Sewer Main LF 500 $ 35.00 $ 17,500.00 12 6" PVC SDR 26 Sanitary Sewer Service LF 50 $ 35.00 $ 1,750.00 13 8"x6" PVC Service Wye EA 2 $ 500.00 $ 1,000.00 Subtotal $ 36,900.00 10% Construction Contingency $ 3,700.00 Total Construction Cost $ 40,600.00 30% Indirect Cost $ 12,200.00 Total Estimated Project Cost $ 52,800.00 ' CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION SITE IMPROVEMENTS CITY PROJECT 08-11 1 1 1 ' ESTIMATED COSTS WATERMAIN RELOCATION ' Item No. Item Units Quantity Unit Price Amount 1 Remove Watermain LF 750 $ 7.00 $ 5,250.00 ' 2 Remove Water Service LF 60 $ 3.00 $ 180.00 3 Remove Hydrant EA 2 $ 500.00 $ 1,000.00 4 Remove Bituminous Pavement SY 750 $ 2.00 $ 1,500.00 5 8" PVC C-900 Watermain LF 700 $ 30.00 $ 21,000.00 ' 6 6" DIP CL 52 Water LF 75 $ 30.00 $ 2,250.00 7 1" Copper Watermain (Service Line) LF 3 $ 25.00 $ 75.00 8 Fire Hydrant EA 2 $ 2,500.00 $ 5,000.00 t 9 8" Gate Valve and Box EA 2 $ 1,400.00 $ 2,800.00 10 6" Gate Valve and Box EA 2 $ 1,000.00 $ 2,000.00 ' 11 12 1" Corporation Stop 1" Curb Box EA EA 3 3 $ $ 175.00 200.00 $ $ 525.00 600.00 13 Coarse Filter Aggregate Foundation TON 100 $ 25.00 $ 2,500.00 14 Granular Bedding CY 150 $ 15.00 $ 2,250.00 15 Ductile Iron Fittings LB 700 $ 5.00 $ 3,500.00 16 Plastic Wrap LF 75 $ 1.00 $ 75.00 17 Connect to Existing Watermain EA 2 $ 2,000.00 $ 4,000.00 Subtotal $ 54,500.00 10% Construction Contingency $ 5,000.00 ' Total Construction Cost $ 59,500.00 ' 30% Indirect Cost $ 18,000.00 Total Estimated Project Cost $ 77,500.00 1 1 1 CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION SITE IMPROVEMENTS CITY PROJECT 08-11 ESTIMATED COSTS STREET IMPROVEMENTS Item No. Item Units Quantity Unit Price Amount 1 Mobilization LS 1 $ 35,000.00 $ 35,000.00 2 Remove Curb LF 1,000 $ 4.00 $ 4,000.00 3 Remove Bituminous Pavement SY 1,500 $ 2.00 $ 3,000.00 4 Sawing Bituminous Pavement LF 250 $ 3.50 $ 875.00 5 Common Excavation CY 6,500 $ 10.00 $ 65,000.00 6 Clearing and Grubbing LS 1 $ 7,500.00 $ 7,500.00 7 Select Granular Borrow CY 3,200 $ 14.00 $ 44,800.00 8 Topsoil CY 300 $ 15.00 $ 4,500.00 9 Geotextile Fabric SY 1,000 $ 1.50 $ 1,500.00 10 Aggregate Base, Class 5 TON 2,800 $ 14.00 $ 39,200.00 11 Bituminous Base Course (4.5") TON 1,100 $ 70.00 $ 77,000.00 12 Bituminous Wear Course (2") TON 500 $ 70.00 $ 35,000.00 13 Concrete Curb & Gutter (8618) LF 2,500 $ 10.00 $ 25,000.00 14 6" Concrete Sidewalk SF 3,500 $ 4.50 $ 15,750.00 15 Concrete Median SF 1,850 $ 4.00 $ 7,400.00 16 Retaining Wall SF 600 $ 40.00 $ 24,000.00 17 Signage/Striping LS 1 $ 7,500.00 $ 7,500.00 18 Traffic Control LS 1 $ 10,000.00 $ 10,000.00 19 Erosion Control LS 1 $ 15,000.00 $ 15,000.00 20 Landscaping LS 1 $ 20,000.00 $ 20,000.00 21 Streetlights LS 1 $ 50,000.00 $ 50,000.00 22 Seed AC 0.5 $ 1,500.00 $ 750.00 Subtotal $ 492,800.00 10% Construction Contingency $ 49,000.00 Total Construction Cost $ 541,800.00 30% Indirect Cost $ 162,500.00 Total Estimated Project Cost $ 704,300.00 I ' CITY OF CHANHASSEN t DOWNTOWN TRANSIT STATION SITE IMPROVEMENTS CITY PROJECT 08-11 1 1 1 U [1 1 ESTIMATED COSTS STORM SEWER IMPROVEMENTS ' Item No. Item Units Quantity Unit Price Amount 1 Remove Storm Catch Basin/Manhole EA 1 $ 500.00 $ 500.00 1 2 Remove Flared End Section EA 3 $ 250.00 $ 750.00 3 Remove Storm Sewer Pipe LF 250 $ 10.00 $ 2,500.00 4 15" Storm Sewer LF 525 $ 30.00 $ 15,750.00 5 18" Storm Sewer LF 250 $ 34.00 $ 8,500.00 6 Catch Basin (2'x 3') EA 5 $ 1,500.00 $ 7,500.00 7 Manhole Catchbasin (48") EA 6 $ 2,100.00 $ 12,600.00 8 4" Perforated PVC Pipe Drain LF 400 $ 8.00 $ 3,200.00 ' 9 Inlet Protection EA 18 $ 350.00 $ 6,300.00 10 Connect to Existing Storm Sewer EA 4 $ 1,000.00 $ 4,000.00 ' Subtotal 61,600.00 10% Construction Contingency $ 6,200.00 ' Total Construction Cost $ 67,800.00 30% Indirect Cost $ 20,300.00 tTotal Estimated Project Cost $ 88,100.00 1 1 1 U [1 1 APPENDIX C PRELEMNARY ASSESSMENT ROLL CITY OF CHANHASSEN DOWNTOWN TRANSIT STATION SITE IMPROVEMENTS CITY PROJECT 08.11 PRELIMINARY ASSESSMENT ROLL I ASSESSMENT TOTAL $1,543,900.00 1 1 I 1 APPENDIX D HAZARDOUS BUILDING MATERIALS INSPECTION REPORT 1 1 1 11 ' Project BL -08-03783 August 29, 2008 ' Braun Intertec Corporation 1 Hazardous Building Materials Inspection Report ' SW Metro Transit -Property ID 4250130700 ' Chanhassen, Minnesota Prepared for Inc. Kimley-Horn & Associates, ' Project BL -08-03783 August 29, 2008 ' Braun Intertec Corporation i. .r . FIFiY.YEARS 4: BRAVA s INTERTEC August 29, 2008 Mr. Jon Horn Kimley-Horn & Associates, Inc. 2550 University Avenue West, Suite 345N St. Paul, MN 55114 Re: Hazardous Building Material Inspection SW Metro Transit -Property ID #250130700 Chanhassen, Minnesota Dear Mr. Horn: B haer� Corpo r bion ill Ai p: Project BL -08-03783 The enclosed report provides the results of the hazardous building materials inspection conducted on August 25, 2008 at the SW Metro Transit -Property ID #250130700 building located in Chanhassen, Minnesota. Braun Intertec was authorized to provide a hazardous building material inspection in accordance with our Proposal BL -08-03783 dated August 19, 2008. The following outline provides the structure of the report. • Scope of Services • Site Description • Results • Discussion • Remarks If you have any questions or need further assistance, please call John Hauschildt at 612.360.0735 or Gregg Kruse at 952.995.2438. Sincerely, BRAUN INTERTEC CORPORATION f oR John W. Hauschildt Environmental Technician Attachments: Hazardous Building Materials Inspection Report Asbestos Building Inspector Certificate Table I. - Asbestos Building Inspection Results Table II. - Bulk Asbestos Analytical Results Table III. - Lead Based Paint Testing Bulk Asbestos Analysis Reports Hat Rpt—SW MetroTransit Gregg D. Kruse Associate Principal Celebrating 50 years of growth through service and must I 1 A. Scope of Services The scope of our services was limited to: • Visually examine accessible areas and identify the locations of suspect asbestos -containing ' materials (ACM), lead, poly -chlorinated biphenyls (PCB), mercury, and other miscellaneous hazardous materials. • Collect and analyze representative bulk samples of materials suspected of containing asbestos. ' Conduct limited lead-based paint testing of deteriorated painted surfaces suspected of containing lead. Testing was accomplished using a Niton X-ray fluorescence (XRF) spectrum ' analyzer. Document the various materials' current conditions and ACM quantities. • Generate a final report documenting the sample locations, analysis results, conditions, ' ACM quantities, and recommendations. 1 1 1 1 [1 Please refer to the Braun Intertec Proposal BL -08-03783 dated August 19, 2008. B. Site Description The subject site included the SW Metro Transit -Property ID #250130700 building located in Chanhassen, Minnesota. The building is a slab -on -grade structure with corrugated metal siding and roof system. Interior construction consists of sheetrock, plaster, wood, concrete, fiberglass insulation and ceiling/wall texture. This building was occupied and used as a wood working shop at the time of the inspection. C. Results C.I. Asbestos -Containing Materials Ten (10) bulk samples from six (6) homogeneous materials were collected August 25, 2008, and submitted to our laboratory for analysis. • No asbestos -containing materials were observed at the time of this inspection. BRAUN INTERTEC I 11 11 1 1 Kimley-Horn & Associates Project BL -08-03783 August 29, 2008 Page 2 C.2. Non -Asbestos -Containing Materials The following is a summary of building materials found to contain no asbestos. • Sheetrock • Sheetrock and joint compound • Ceiling/wall insulation • Plaster • Trowelled -on ceiling/wall texture • 12 -inch by 12 -inch tan self-adhesive floor tile Table I lists individual functional spaces of the building, the suspect materials identified in that functional space, whether the suspect material was identified by analysis to be an asbestos -containing material, an estimated amount of each suspect material for the functional space, and includes condition and hazard ratings based on subjective observations made by our representatives. Table II lists the homogenous material sample numbers, sample locations, suspect material descriptions, and the analysis results for each sample. This table summarizes the results from the attached Bulk Asbestos Analysis Report. C.3. Lead in Paint ' Testing of deteriorated painted surfaces for lead was accomplished during the inspection with a Niton XL x-ray fluorescence (XRF) field portable analyzer, Serial Number U501. Analysis decision-making protocols were based on compliance with the U.S. Environmental Protection Agency (EPA), Minnesota ' Pollution Control Agency (MPCA), and the Minnesota Department of Health (MDH), which consider any XRF result of 1.0 mg/cmz or greater to be "lead-based paint" ' No deteriorated lead-based paint was detected at the time of the inspection. ' Specific components and locations are summarized in Table III, which lists the area, building component, XRF analysis result and paint condition. BRAUN INTERTEC Kimley-Horn & Associates Project BL -0"3783 August 29, 2008 Page 3 CA Other Hazardous Building Materials ' A visual inspection for miscellaneous hazardous materials that require separate handling and disposal prior to building demolition was also performed as part of this inspection. The following is a list of the items documented at the site. ' Battery-operated emergency backup lights • Argon gas tanks Refrigerator • Acetylene tanks ' Exit signs Miscellaneous electric tools • HID lights Window AC unit Fluorescent Bulbs Central AC units ' Ballasts Misc. cleaners Electrical panels Solvents ' Natural gas overhead space heaters Paints • Batteries Stain Thermostats Paint booth Air compressors Computer equip • Overhead filtration systems Natural gas meter ' Fire extinguishers Portable air tanks D. Discussion In the case of building demolition, all of the hazardous materials listed in Section C.4 must be separated from the general demolition waste and their hazardous components must be recycled or disposed of in accordance with state and federal guidelines. E. Remarks ' In any building, the potential exists for hazardous building materials to be located inside walls, above ceilings, under floors, and other inaccessible areas. This inspection attempted to identify hazardous ' building materials in these inaccessible areas. However, it was not feasible to inspect 100 percent of these areas. Also, the potential exists for hazardous materials to be found outside the building buried underground. Braun Intertec cannot be held responsible for the presence of any such hidden materials. ' BRAUN INTERTEC Kimley-Horn & Associates Project BL -08-03783 August 29, 2008 Page 4 In the case of building demolition, contractors involved in the project should be made aware of this potential. If previously unidentified suspect hazardous building materials are exposed during their ' activities they should be sampled and analyzed for content prior to any disturbance. In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. ' Bulk asbestos analysis was conducted in accordance with the Environmental Protection Agency's (EPA) Method 40 CFR, Chapter 1, Part 763, Subpart F, Appendix A (7/1/87 Edition). Bulk samples are retained at our laboratory for 60 days and then disposed of, unless instructed otherwise. Detailed quality -control ' information is available upon request. 1 1 F. Asbestos Building Inspector Certification I, the undersigned, do hereby certify that I am an accredited Asbestos Building Inspector in the state of Minnesota. A photocopy of my current asbestos inspector certificate is attached to this section. Signature: ,l l D V, �LL Date: C a -c) FOR_ John W. Hauschildt Environmental Technician Haz Rpt—SW Metro Transit BRAUN INTERTEC Certificate No: 5LM01080810IR Expiration Date: January 8, 2009 This is to certij that John W. Hauschildt has attended and successfully completed an ASBESTOS INSPECTOR REFRESHER TRAINING COURSE permitted hr the State of Minnesota under Minnesota Rules 4620.3702 to 4620.3722 and meets the requirements of Section 206 of Title H of the Toxic Substances Control Act (TSCA) conducted bt• Lake States Environmental, Ltd. ill White Bear Lake, MN on January 8, 2008 Examination Date: January 8, 2008 Lake States Environmental. Ltd A O. Box 645, Rice Lake, WI 54868 (800) 254-9811 Training Insn•u r� M � M I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BRAUN INTERTEC Table I. Asbestos Building Inspection Results Providing engineering and environmental solutions since 1957 Client: Kimley-Horn and Associates, Inc. Location: Southwest Metro Transit, Chanhassen, MN Date of Inspection: August 25,2008 Project No.: BL -08-03783 1. Condition of ACM: ND = Not Damaged D = Damaged SD = Significantly Damaged 2. Hazard Category 0 = No hazard - material does not contain asbestos 1 = ACM with potentlal for damage 2 = ACM with potential for significant damage 3 = Damaged or significantly damaged asbestos -containing miscellaneous material 4 = Damaged or significantly damaged friable asbestos -containing thermal system insulation 5 = Damaged or significantly damaged friable asbestos -containing surfacing material Table I -SW Metro Transit Contains Ref. Client. Estimated HomogeneousMaterfal Asbestos Sam IeNo.'. -Quantity- Material Hazard. Furictt¢na1SPa - Description (Yes/No) (See Table III' - Units- Conditions Category' Back storage (west) Sheetrock No 1 Throughout ND 0 Work shop Sheetrock/joint compound No 2 Throughout ND 0 Work shop Ceiling/wall surface No 3 6,000 ft ND 0 insulation Work shop Ceiling plaster No 4A - C 3,000 ft' ND 0 Work shop - restroom Trowelled -on ceiling/wall No 5A- C 275 ft' ND D texture Work shop - upper office 12" x 12" tan self-adhesive No 6 260 fit ND 0 floor the 1. Condition of ACM: ND = Not Damaged D = Damaged SD = Significantly Damaged 2. Hazard Category 0 = No hazard - material does not contain asbestos 1 = ACM with potentlal for damage 2 = ACM with potential for significant damage 3 = Damaged or significantly damaged asbestos -containing miscellaneous material 4 = Damaged or significantly damaged friable asbestos -containing thermal system insulation 5 = Damaged or significantly damaged friable asbestos -containing surfacing material Table I -SW Metro Transit 1 1 1 1 BRAUN I NTE RTEC Client: Kimley-Horn and Associates, Inc. Location: Southwest Metro Transit; Chanhassen, MN Date of Inspection: August 25, 2008 Project No.: BL -08-03783 Table II. Bulk Asbestos Analytical Results Providing engineering and environmental solutions since 1957 SatnpIRNO -Aatnple:Location Material A#besiosContent-l'xjl`` i Back storage Sheetrock N.D.Z 2 Work shop Sheetrock/joint compound N.D. 3 Work shop Ceiling/wall surface insulation N.D. 4A Work shop Plaster N.D. 4B Work shop Plaster N.D. 4C Work shop - upper office Plaster N.D. SA Workshop - restroom Trowelled -on ceiling/wall texture N.D. 5B Work shop - restroom Trowelled -on ceiling/wall texture N.D. 5C Work shop - restroom Trowelled -on ceiling/wall texture N.D. 6 Work shop - upper office 12" x 12" tan self-adhesive floor tile N.D. Materials containing 1 percent of asbestos or less are not considered to be asbestos -containing materials by the U.S. EPA. 1. Asbestos content is Indicated as an approximate percent by area. 2. N.D. = None Detected. Table 11- SW Metro Transit BRAUN INTERTEC Table III. Lead -Based Paint Testing Providing engineering and environmental solutions since 1957 Client: Kimley-Horn and Associates, Inc. Location: Southwest Metro Transit; Chanhassen, MN Date of Inspection: August 25, 2008 Project No.: BL -08-03783 a s palntLor ditioh ani Field Results G =Good z ki F Rbom/J1re2 Component Description. - .(mg/ari) P�=Peeling 1 — Validation 1.1 — 2 — Validation 1.0 — 3 — Validation 1.0 — 4 Exterior (east) Tan metal corrugated siding 0.0 G 5 Exterior (north) Tan metal corrugated siding 0.0 G/p mg/cm= = milligrams of lead per square centimeter of paint Table III - SW Metro Transit I I 1 I BRAUN INTERTEC Mr. Gregg Kruse Braun Intertec-Bloomington 11001 Hampshire Ave. South Bloomington, MN 55438 RE: S.W. Metro Transit BL -08-03783 Dear Gregg Kruse: Bulk Asbestos Analysis Report Braun Intertec Corpora0on Phone: 952.995.2000 11001 Hampshire Avenue S. Fax: 952.995.2020 Minneapolis, MN 55438 1 Web: braunintertec.com August 28, 2008 Work Order #: 0805 177 The microscopy department of Braun Intertec Corporation received your analytical request on August 25, 2008. The objective of this analysis was to determine the presence of asbestos using polarized light microscopy (PLM) and to determine the percent of asbestos and non -asbestos fibrous components by calibrated visual area estimation. Analytical results are summarized on the following laboratory report. ' Discussion None -detected floor tile results obtained by PLM analysis may contain thin asbestos fibers below the limits of resolution of the polarized light microscope. The EPA Method EPA/600/R-93/116 recommends the use of transmission electron microscopy to confirm the absence of asbestos. ' Methodology ' Bulk asbestos analysis is conducted in accordance with the Environmental Protection Agency's (EPA) methods 40 CFR, Part 763, Ch, 1, Subpart F, Appendix A (7-1-87 Edition) and EPA/600/R-93/116. All analyses are in compliance with the quality control procedures specified by the methods. All samples are examined for ' homogeneity. If a sample contains more than one layer, each layer is analyzed individually. Total fibrous content is calculated for joint compound/wallboard systems by combining layer results according to their percentages of the total sample. Detailed quality control information is available upon request. NV(A Lab code: imm 0 Reports\"T 19.00 Page 1 of 7 I 1 I 1 [1 BRAUN INTERTEC August 28, 2008 Remarks Braun Intertec Corporation Phone: 952 995.2000 11001 Hampshire Avenue S. Fax: 952 9952020 Minneapolis, MN 55438 1 Web: braunintertec.com Work Order R: 0805177 Braun Intertec is accredited by the National Institute of Standards and Technology's (NIST), National Voluntary Laboratory Accreditation Program (NVLAP) for selected test methods for bulk asbestos identification under Accreditation Number 101234. This report in no way constitutes or implies product certification, approval or endorsement by NVLAP or any other agency of the U.S. Government. This test report relates only to the items submitted for analysis. Samples are retained at our laboratory for a period of 30 days and will be disposed of unless otherwise instructed by the client. This report is issued under terms of our General Conditions. It can not be copied, except in its entirety, without prior written permission from Braun Intertec. We appreciate your decision to use Braun Intertec Corporation for this project. We are committed to being your vendor of choice to meet your analytical needs. If you have any questions please contact me at 952-995-2688. Sincerely, BRAUN INTERTEC CORPORATION Steve Felton Project Manager ReportsWT 19.00 Page 2 of 7 Client: Braun Intertec-Bloomington Log -In: 08/25/08 Client Reference: S.W. Metro Transit Laboratory: Braun Intertec Corporation Date Reported: 8/282008 Lab Contact: Steve Felton Page 3 of 7 PO Number: BL -08-03783 No. of Layers Other Fibrous Non - Macroscopic and Layer Percent of Non -Fibrous Asbestos Content Asbestos Content Analytical Description Designator Total Sample Components* Total or Layer % Footnotes Total or Layer % Footnotes Date Sheetrock 2 100 1,3 Cellulose 19 None Detected 08/28/08 Brown paper (A) 15 3 Cellulose 95 None Detected White chalky (B) 85 1,3 Cellulose 5 None Detected 11111 gisgij ik:... _ _ i / hFY�,w Air'%i<i No. of Layers Other Fibrous Non - Macroscopic and Layer Percent of Non -Fibrous Asbestos Content Asbestos Content Analytical Description Designator Total Sample Components* Total or Layer % Footnotes Total or Layer % Footnotes Date Sheetrock 3 100 1,2,3,11 Cellulose 24 None Detected 08!28/08 White powdery compound with paint (A) 50 1,2,3,11 None Detected None Detected Brown paper (B) 25 3 Cellulose 95 None Detected White chalky (C) 25 1,3 Cellulose 2 None Detected No. of Layers Other Fibrous Non - Macroscopic and Layer Percent of Non -Fibrous Asbestos Content Asbestos Content Analytical Description Designator Total Sample Components* Total or Layer /o Footnotes/* otes Total or Layer Footnotes Date White fibrous 1 100 Cellulose 100 None Detected 08128/08 M M M M M Client: Braun Intertec-Bloomington Log -In: 0825/08 Client Reference: S.W. Metro Transit Laboratory: Braun Intertec Corporation Lab Contact: Steve Felton PO Number: BL -08-03783 Date Reported: 8/282008 Page 4 of 7 '�ljiprr✓,@rfftEgR .I�i}l"t�, d ue©tlG{lr�,] �a , at 4 WF'I��' aP , No. of Other Macroscopic and Layer Percent of Non -Fibrous Asbestos Content Asbestos Content nalytical Description Designator T. .le Components* T• or •• • - • or •• • • ate Plaster with insulation Gray granular cementitious White fibrous 2 100 0828/08 (A) 60 1,3 Cellulose I None Detected (B) 40 Cellulose 100 None Detected No. of Layers Other Fibrous Non - and Layer Percent of Non -Fibrous Asbestos Content Asbestos Content Analytical Macroscopic Description Designator Total Sample Components* Total or Layer % Footnotes Total or Layer % Footnotes Date Plaster with insulation Gray granular cementitious White fibrous 100 (A) 85 1,3,6 (B) 15 Cellulose <1 Cellulose 100 None Detected None Detected 08/28/08 . ' �I' r t l r , er ,� ti ,i err:, , ' ¢ .t a . ,.�,. ��- � I �, -, ,..n .� :!. , _'e l,,.fL�(.��,�,t�,;�Iki�iF,�,:�:'��l id„ r - No. of Layers Other Fibrous Non - Macroscopic and Layer Percent of Non -Fibrous Asbestos Content Asbestos Content Anal}tical /o Description Designator Total Sample Components" Total or Layer Footnotes Total or Layer /o Footnotes Date Gray granular cementitious I 100 1,3,6 Cellulose 1 None Detected 08/28.108 No. of Layers Other Fibrous Non - Macroscopic and Layer Percent of Non -Fibrous Asbestos Content Asbestos Content Analytical Description Designator Total Sample Components* Total or Layer /o Footnotes Total or Layer /r, Footnotes Date White micaceous texture 1 100 1,2,3,11 None Detected None Detected 08/28/08 M Client: Braun Intertec-Bloomington Log -In: 0825/08 Client Reference: S.W. Metro Transit Laboratory: Braun Intertec Corporation Lab Contact: Steve Felton PO Number: BL -08-03783 Date Reported: 8/28/2008 Page 5 of 7 if int,.li r v7n��rljll ''At.�' R.. rl•In'v r, e� m' r• F,91�:iI.Giltliirnf!°4�i:;'.a�S�u��,IlldfuWwll��i;l•r,..� �r.IW�.viL�.n Pleki:'a'G er�u�a�tlitlhFl?;i�11Fli! I�I.,�ItE r3�P oa��v is il�'�!!iti�:'Jlxta 14i!.alittGt )�• n J u:G No. of Layers Other Fibrous Non - Macroscopic and Layer Percent of Non -Fibrous Asbestos Content Asbestos Content AnalyticalDescription Designator Total Sample Components* Total or Layer % Footnotes Total or Layer % Footnotes Date White micaceous texture 100 1,2,3,11 None Detected None Detected 0828/08 No. of Layers Other Fibrous Non - Macroscopic and Layer Percent of Non -Fibrous Asbestos Content Asbestos Content Analytical Description Designator Total Sample Components` Total or Layer % Footnotes Total or Layer % Footnotes Date White micaceous texture 100 1,2,3,11 None Detected None Detected 08/28/08 No. of Layers Other Fibrous Non - Macroscopic and Layer Percent of Non -Fibrous Asbestos Content Asbestos Content Anal}Tical Description Designator Total Sample Components* Total or Layer /o Footnotes Total or Layer /o Footnotes Date Floor tile with adhesive 2 100 Gray floor the (A) >99 1,3,9 Yellow adhesive (B) <l 1,7 None Detected Cellulose 10 Footnotes and Definitions None Detected None Detected < Less Than * Key to Non -Fibrous Components > Greater Than I = Rock/Mineral fragments 2 = Mica/Vermiculite 3 = Binders 4 = Opaques 5 = Diatoms 6 = Perlite 7 - Adhesive/Mastic 8=Tar 9 = Vinyl 10 = Foam/Rubber I I = Paint 12 = Other 08/28.!08 13 = Spores!Pollen 14 = Foil Client: Braun Intertec-Bloomington Laboratory: Braun Intertec Corporation Date Reported: 8/28/2008 Log -In: 08/25/08 Lab Contact: Steve Felton Page 6 of 7 Client Reference: S.W. 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Locauart Sm. yr{ro 7.�•r f MfdoMgxmim: Sbs let 'I'Able H. liutk AsbfstusAnah1ic;tlltesnits r'^^wY 4fasY dm:mnxffi wM1.w.o.� /VSJ ' hfam�k awid]g 1 pvcrn; ufssbanu m Lv ue nw �auiCaef;a b<ssLuua<owining avwide Ly Jr V.S @A . Asbesttf eo»leyl u wirarod u ni N�Wutiaa!ep•rea[ Ly yy, N.U.=Noce Ueciet I 1 1 1 1 L 1 1 1 1 1 1 APPENDIX E TRAFFIC IMPACT ANALYSIS ❑ ❑ Kimley-Horn and Associates, Inc. Memorandum To: Paul Oehme, PE - City of Chanhassen From: Brandon Bourdon, PE Oli Date: March 23, 2009 Subject: Traffic Study for Downtown Transit Station Site Improvements Introduction ■ Suite 345N 2550 Univers0y Avenue West St. Paul, Minnesota 55114 Kimley-Horn and Associates was retained by the City of Chanhassen to perform a traffic analysis at the intersections of Great Plains Blvd/Chanhassen Dinner Theatre Access and Market Blvd/Pauly Dr. The purpose of this study is to investigate traffic impacts at these intersections caused by the development of a 500 stall park-and-ride facility and additional development on the Chanhassen Dinner Theatre Site. Figure 1 illustrates the site location. The park-and-ride facility is currently served by the Chanhassen, Chaska, and Victoria Express Route, operated by SouthWest Transit. This route connects this region of the southwest metro to downtown Minneapolis, the University of Minnesota, and Uptown. The park-and-ride facility improvement would consist of a multi-level, 500 stall parking ramp. The additional site improvements would consist of an apartment complex, office space and retail. The construction and occupancy timeline of additional development is approximately 2 years or by 2010. ' This report has been prepared to evaluate existing conditions as well as future traffic conditions that include the proposed development. The analysis assumes a future build year of 2010. Assumptions regarding the study area, traffic generation, access, and traffic control were discussed with City staff prior to the completion of this analysis. ' Study Area The study area for this analysis includes the following roadways and intersections: Roadways • Great Plains Blvd • Market Blvd ' Pauly Dr ■ TEL 651 645 4197 FAX 651 645 5116 Page 1 March 23, 2009 Intersections Great Plains Blvd/Chanhassen Dinner Theatre Access Market Blvd/Pauly Dr Existine Conditions and Traffic The intersection of Great Plains Blvd/Chanhassen Dinner Theatre is currently two-way stop controlled, with free-flow conditions on the Great Plains Boulevard approaches to the intersection. The intersection of Market Blvd/Pauly Dr is currently two-way stop controlled, with free-flow conditions on the Market Blvd approaches to the intersection. AM and PM peak hour weekday turning movement counts were performed by a sub consultant to Kimley-Horn and Associates, Inc. at the above intersections on September 4, 2008. The turning movement count data is included at the end of this memorandum. Figures 2 and 3 depict existing lane geometry and traffic volumes at the intersections, respectively. Traffic Generation Traffic generation potential for the proposed development was determined using traffic generation rates published in Trip Generation (Institute of Transportation Engineers [ITE], 7h Edition, 2003). Table 1 summarizes the estimated traffic generation potential for the proposed development. Page 2 I 1 1 I 1 1 I 1 1 1 1 I L March 23, 2009 Table 1—Proposed Development Trip Generation Specific information regarding the retail development is not available at this time. Trip generation for the retail portion of the development was completed assuming the specialty retail land use. This land use was selected because the trip generation rates for this land use are based on similar sized retail facilities and are reflective of the typical stores located in this type of facility. A conference center may also be constructed, although it is anticipated that this facility will be used primarily in the evenings by Dinner Theatre patrons and many will be staying in hotels so they will not require a vehicle to gain access to the site. The impact of such facility is not anticipated to significantly impact traffic operations in the area. Table I indicates the proposed development having the potential to generate 664 trips in the AM peak hour and 576 in the PM peak hour. Reductions in trip generation caused by internal, multi- purpose trips or pass -by trips were not taken into consideration for this analysis because their impact is negligible and this is a more conservative approach. Traffic Distribution The directional distribution and assignment of trips generated by the planned development is based on a review of existing and historic roadway volumes from Mn/DOT, information from recent traffic studies, and from assumptions of travel patterns within the study area. Below is a list of the site traffic distribution percentages: Page 3 PM Peak Hour Total In Out Total ITE Code Description Size Weekday AM Peak Hour Daily In Out 090 Park -and -Ride Lot with Bus Service 500 stalls 2,137 308 77 385 71 237 308 220 Apartment 54 units 475 6 24 30 31 16 47 814 Specialty Retail Center 20,000 sf 893 66 71 137 30 39 69 710 General Office Building 30,000 sf 528 63 9 72 19 93 112 Special TripGeneration NA Kiss -and -Ride NA NA 15 15 30 15 15 30 NA Busses NA NA 5 5 10 5 5 10 Total New Trips 463 201 664 171 405 576 Specific information regarding the retail development is not available at this time. Trip generation for the retail portion of the development was completed assuming the specialty retail land use. This land use was selected because the trip generation rates for this land use are based on similar sized retail facilities and are reflective of the typical stores located in this type of facility. A conference center may also be constructed, although it is anticipated that this facility will be used primarily in the evenings by Dinner Theatre patrons and many will be staying in hotels so they will not require a vehicle to gain access to the site. The impact of such facility is not anticipated to significantly impact traffic operations in the area. Table I indicates the proposed development having the potential to generate 664 trips in the AM peak hour and 576 in the PM peak hour. Reductions in trip generation caused by internal, multi- purpose trips or pass -by trips were not taken into consideration for this analysis because their impact is negligible and this is a more conservative approach. Traffic Distribution The directional distribution and assignment of trips generated by the planned development is based on a review of existing and historic roadway volumes from Mn/DOT, information from recent traffic studies, and from assumptions of travel patterns within the study area. Below is a list of the site traffic distribution percentages: Page 3 I I 1 March 23, 2009 • 20% to/from north Market Blvd 40% to/from south Market Blvd 15% to/from north Great Plains Blvd a 25% to/from south Great Plains Blvd Site traffic distribution is shown in Figure 4. Historic Traffic Growth Historic traffic growth is the increase in the volume of traffic due to usage increases and non- specific growth throughout an area. Based on a review of the existing roadway network and historic traffic volumes an average annual growth rate of two percent was determined for background traffic at the intersections being analyzed. Total Traffic To obtain total 2010 no -build traffic volumes, existing (2008) traffic volumes were increased to account for background growth. All traffic generated by the site improvements were then added to develop total 2010 build traffic volumes. Figure 5 illustrates weekday AM and PM peak hour 2010 turning movement volumes. Traffic Analysis Capacity analyses for the unsignalized intersection in the AM and PM peak hours were performed for the following scenarios: Existing • 2010 No -Build 2010 Build Analyses were completed to determine the operating characteristics of the study area intersections using Synchro 7, using methodologies contained in the 2000 Highway Capacity Manua! (HCM). Intersection turning movement counts were used with information about the number of lanes and traffic control to determine existing and future levels of service. Level of service (LOS) describes traffic condition"e amount of traffic congestion—at an intersection or on a roadway. LOS ranges from A to F—A indicating a condition of little or no congestion and F a condition with severe congestion, unstable traffic flow, and stop -and -go conditions. For intersections, LOS is based on the average delay experienced by all traffic using the intersection during the busiest Page 4 I L 1 I C] [1 1 H (peak) 15 -minute period. LOS A through D are generally considered acceptable. level of service thresholds for unsignalized intersections. Table 2—Level of Service Criteria for Unsignalized Intersections LOS Control Delay per Vehicle (seclveh) r r Each of the aforementioned scenarios was analyzed during the weekday AM and PM peak hours. The results are presented in the following summaries and model output is included at the end of this memorandum. The unsignalized intersection of Market Blvd/Pauly Dr currently provides the following lane geometry: • Market Blvd (southbound) --one shared left, through, and right tum lane. Market Blvd (northbound) — one shared through and left turn lane and one shared through and right turn lane. Pauly Dr (westbound)—one shared through and left -tum lane and one exclusive right turn lane. Retail Access (eastbound) — one shared left, through, and right turn lane. The unsignalized intersection of Great Plains Blvd/Chanhassen Dinner Theatre Access currently provides the following lane geometry: Great Plains Blvd (southbound"ne exclusive left turn lane, one through lane, and one shared through and right tum lane. Great Plains Blvd (northbound) — one exclusive left tum lane, one through lane, and one shared through and right tum lane. Retail Access (westbound) — one shared left, through, and right tum lane. • Pauly Dr (eastbound) —one shared left, through, and right turn lane. Page 5 Maz h 23, 2009 Tables 3 and 4 show levels of service and delay for the approaches under existing (2008), 2010 no -build and and 2010 build conditions under two-way stopped control for both intersections. Table 3—Market Blvd/Pauly Dr Two -Way Stopped Control Approach LOS *-denotes greater than 100 sec/veh delay Table 4—Great Plains Blvd/Chanhamen Dinner Theatre Access Two -Way Stopped Control ' Approach LOS *-denotes greater than 100 sec/veh delay The level of service on all approaches for the Great Plains Blvd/Chanhassen Dinner Theatre Access intersection operate at satisfactory levels and are all at LOS C or better for all scenarios analyzed. The level of service for the Market Blvd/Pauly Dr intersection are satisfactory under all conditions except the westbound left -through movement which operations at LOS F under all scenarios analyzed except the existing AM and AM 2010 No -Build peak hour conditions. A signal warrant analysis was performed to determine if a signalized intersection would be justified. It found that despite the failing WB approach, the intersection did not meet the requirements for the peak hour, four hour, or eight hour warrants documented in the Minnesota Manual of Uniform Traffic Control Devices. Under build conditions the signal only satisfied Page 6 I 1 11 I I I LI 1 M=h 23, 2" conditions for two of the four hours required for the four hour warrant and only two hours of condition 1 A of the eight hour warrant. Four hours of data were used to complete this warrant analysis (2 hours in the AM peak and 2 hours in the PM peak) and the right -turns were removed from the westbound Pauly Drive approach which is typical for an intersection with this geometry. Since there would need to be two more hours that satisfy the four hour warrant and six hours that satisfy the eight hour condition IA, it is unlikely that these conditions would be satisfied during the off peak periods throughout the day. A signal warrant analysis was also completed that included 50% of the right turns on the westbound Pauly Drive approach. This is a somewhat conservative approach and was done to determine the impacts of partially including the right -turns in the warrant analysis. The results were identical to the previous analysis with no right turns included. The output from the warrant analysis is included at the end of this report. The use of a roundabout at Market Blvd/Pauly Dr was also taken into consideration. However, due to the close proximity to railroad tracks a roundabout at this location is not desirable. Because of the nature of a roundabouts design, if traffic exiting the roundabout were to back up into the circulating traffic all approaches would be unable to enter the intersection. Conclusions and Recommendations The proposed development will increase traffic volumes at the intersections of Market Blvd/Pauly Dr and Great Plains Boulevard/Chanhassen Dinner Theatre Access. The recommendations listed below will result in better traffic operations: • Great Plains Blvd/Chanhassen Dinner Theatre Access — The EB approach to this intersection should be modified from a single lane to one shared left and through tum lane and one exclusive right turn lane. This is not needed from a level -of -service and delay standpoint but will provide better operations for those being served by the intersection. • Market Blvd/Pauly Dr — While this intersection does not currently warrant a signal under the proposed Build conditions, both operations and safety should be monitored in the future. Page 7 >'y�r'ti�i•�..v �.. _ ►... ,� � r �. • .'_ W 781" St r 140. .. ter- 5 Arboretum Blvd I Legend: _ -Proposed Development T • - Study Intersection 0 z �_ Traffic Study for Downtown FIGURE K`y Transit Station Site Improvements Study Area and Associates, Inc. Chanhassen, Minnesota Legend �— - Lane Geometry r r 0 z pp�= Traffic Study for Downtown FIGURE h 'l Horn Transit Station Site Improvements Existing Lane Geometry 2 and Associates, Inc. Chanhassen, Minnesota W 78m St W 78th St md �, 21 1 \i Pauly Dr 2311221 ��'ir � m 9s a St n 77 Ar�re wd IV-, Legend 4 -Traffic Volumes - AM(PM) T t 0 O Z ==� Traffic Study for Downtown 2008 Existing Conditions FIGURE Klmley fiDfn Transit Station Site Improvements Peak Hour Turning and Associates, Inc. Chanhassen, Minnesota Movement Counts 3 T L 0 O Z ==� TralficStudy for Downtown FIGURE hhhl Horn Transit Station Site Improvements Site Traffic Distribution Kimand Associates, Inc. Chanhassen, Minnesota 4 W 7811 St / % �\ l\ Pauly W 78a' St Olpllpl �� /,° 2 /° J m W 7811 St / % �\ l\ Pauly W 78a' St Legend 4 PM Traffic Volumes- Background(Site) jTotall Oor 5t V't Legend W 78" St 4 AM Traffic Volumes- Background (Sfte) [Total] W 78"` St ==� Traffic Study for Downtown 2010 Weekday AM FIGURE Kimley Horn Transit Station Site Improvements and PM Peak Hour and Associates, Inc. Chanhassen, Minnesota Traffic Volumes 5 a m Y 34lapll �\ z2��zblltg6l m ✓\�y Pauly Dr � � d2 51p1151 12� 1pll�zll �ss� s� Legend 4 PM Traffic Volumes- Background(Site) jTotall Oor 5t V't Legend W 78" St 4 AM Traffic Volumes- Background (Sfte) [Total] W 78"` St ==� Traffic Study for Downtown 2010 Weekday AM FIGURE Kimley Horn Transit Station Site Improvements and PM Peak Hour and Associates, Inc. Chanhassen, Minnesota Traffic Volumes 5 YI TRAFFIC DATA INC. Great Plains Blvd & Chan Dinner Theater Chanhassen, MN www.trafficdatainc.com (952) 926-0916 File Name : 124842 - Great Plains & Chan Dinner Theater Site Code : 00124842 Start Date : 9/4/2008 Page No : 1 Start Time 1 Left j Thru I Right I Peds I App. -raw I Lea I Thm RIpM Peas I App. Total I Ler I Thou Right I Peds App. Total LeaTlvu 1 RIgM Peds App.ToW Int. Total factor 1.0 1.0 1.0 1.0 1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 32 1.0 1.0 40 1.0 0 uo:4u HM 06:45 AM i 1 1g 28 u 1 u 0 �n 30 u 1 u 0 v 0 v 0 v 1 0 5 �j 22 0 0 27 0 - 0 - 2 - 1 3 -- 81 Total 2 48 1 0 49 1 0 0 0 1 8 32 0 0 40 1 0 4 1 al 96 07:00 AM 2 26 1 0 29 2 0 0 0 2 4 17 4 0 25 0 0 0 1 1 57 07:15 AM 5 32 1 0 $8 3 0 1 0 4 1 24 5 0 30 0 0 0 0 0 72 07:30 AM 2 49 0 0 51 4 0 2 0 6 3 33 6 0 42 0 0 0 0 0 99 ..-..- u. n u • n e• e n a n • a AO 7 A 51 n n 1 a 1 111 08:15 AMI 6 44 1 0 57 I 11 0 2 0 13 1 29 13 0 431 0 0 1 0 1 108 •« BREAK ••• Total 13 105 1 0 118 15 0 10 0 25 1 2 89 21 0 112 1 0 0 2 2 4 260 BREAK ••• 04:00 PM 1 39 3 0 43 3 0 2 0 5 3 49 6 0 58 0 0 2 0 2 108 04:15 PM 5 49 3 0 57 4 0 3 1 8 5 59 4 0 68 2 0 4 0 8 139 04:30 PM 7 40 0 0 47 7 0 4 0 11 4 40 3 0 47 1 0 6 0 7 112 04:45 PM 8 51 2 0 59 8 1 6 0 15 3 59 15 0 77 3 0 5 2 10 161 Total 19 179 8 0 206 22 1 15 1 39 15 207 28 0 250 8 0 17 2 251 520 05:00 PM4 54 2 0 60 11 0 7 0 18 2 58 10 0 70 2 0 9 0 11 159 05:15 PM 5 43 0 0 48 6 0 9 0 15 4 59 6 0 69 1 0 2 0 3 135 05:30 PM 8 40 4 0 52 12 0 9 0 21 9 54 10 0 73 4 0 6 0 10 156 05:45 PM 5 60 4 0 69 B 0 7 0 15 11 65 5_ 0 81 2 0 3 0 5 170 Total 22 197 10 0 229 37 0 32 0 69 26 236 _ 31 0 293 9 0 20 0 29 1 620 Grand Total 71 678 23 0 772 89 1 63 1 1541 61 680 102 0 843 16 0 44 6 88 1835 Apprch % 1 9.2 87.8 3 0 57.8 0.6 40.9 0.6 7.2 80.7 12.1 0 24.2 0 66.7 9.1 Total % 1 3.9 36.9 1.3 0 42.1 4.9 0.1 3.4 0.1 8.4 1 3.3 37.1 5.6 0 45.9 0.9 0 2.4 0.3 3.6 YI TRAfF7C DATA IN[. Great Plains Blvd & Chan Dinner Theater Chanhassen, MN www.trafficdatainc.com (952) 926-0916 File Name : 124842 - Great Plains & Chan Dinner Theater Site Code : 00124842 Start Date : 9/4/2008 Page No : 2 Peak Hour Analysis From 06:30 AM to 12:15 PM • Peak 1 of 1 Southbound Westbound Northbound Eastbound 60 Start Time Left Thru Right I Pada I App. ToW Left Thru Rant Peds App.Tetel Left Thou Right Peds App. Total Leff I TMu Right I Pads App. Total Int. Totel Peak Hour Analysis From 06:30 AM to 12:15 PM • Peak 1 of 1 4 54 2 0 60 110 7 0 18 2 58 10 0 70 Peak Hour for Endre intersedlon Begins at 07:30 AM 0 9 0 11 159 05:15 PM 5 43 0 0 48 6 0 9 0 07:30 AM 2 49 0 0 514 59 0 2 0 6 33 6 0 42 0 0 0 0 0 99 07:45 AM 6 44 0 51 5 0 3 0 8 2 42 7 0 51 0 0 1 0 1 111 08:00 AM 1 61 0 0 68 4 0 8 0 12 1 60 8 0 89 0 0 1 2 3 152 08:15 AM 6 44 1 0 51 11 0 2 0 13 1 29 13 0 43 0 0 1 0 1 108 Peak Hour Analysis From 12:30 PM to 05:45 PM - Peak 1 of 1 onuL Lln., in. CMI.. In1..s.Minn 0-1...1 nC.nn o\I 05:00 PM 4 54 2 0 60 110 7 0 18 2 58 10 0 70 2 0 9 0 11 159 05:15 PM 5 43 0 0 48 6 0 9 0 15 4 59 6 0 69 1 0 2 0 3 135 05:30 PM a 40 4 0 52 12 0 9 0 21 9 54 10 0 73 4 0 6 0 10 156 05:45 PM 5 60 4 0 69 8 0 7 0 15 11 65 5 0 81 2 0 3 0 5 170 Total Volume 22 197 10 0 229 37 0 32 0 69 26 238 31 0 293 9 0 20 0 29 820 % App. Total 9.6 86 4.4 0 53.6 0 46.4 0 8.9 80.5 10.6 0 31 0 69 0 PHF .688 .821 .625 .000 .830 .771 .000 .889 .000 .821 .591 .908 .775 .000 .904 .563 .000 .556 .000 .659 .912 YI TRAFF C DATA INC. Market Blvd & Pauly Dr Chanhassen, MN www.trafficdatainc.com (952) 926-0916 File Name : 124841 - Market Blvd & Pauly Dr Site Code : 00124841 Start Date : 9/4/2008 Page No :1 Orou a Printed- Unshifted e.....eh....w W...,_,. hlnAIhh ... d I Easthnund Start Time I Left I ThrU I Right I Ped6 I App TOW I Len I Th. Rlphl Pede I App.ToW Lab Thu RIOM PeOa App. Total Left Thru RI9M Peae App.ToW Int.Totel Factor 1.0 1.0 1.0 1.0 0 1.0 1.0 1.0 1.0 1 1.0 1.0 1.0 1.0 1.0 1 1.0 1.0 1 1.01 1 06:30 AM 10 35 U U 4tl 1 U 2 U s lu [o o i ae v v .. � 05:30 PM ..- 06:45 AM 6 50 0 0 55 6 0 1 0 7 23 38 1 0 80 1 0 8 1 8 133 Total 18 88 0 0 108 7 0 3 0 10 33 81 4 1 99 1 0 9 2 12 227 07:00 AM 5 58 1 0 82 2 0 1 0 3 4 33 3 0 40 0 0 5 0 5 110 07:15 AM 8 74 0 0 60 2 0 0 0 2 7 33 5 0 45 0 0 6 0 8 135 07:30 AM 5 71 1 0 77 2 0 0 0 2 7 55 3 1 88 0 0 7 1 6 153 0745 AM 5 64 1 0 70 4 0 2 0 6 10 69 9 0 88 0 0 9 0 9 173 Total 21 265 3 0 2891 10 0 3 0 131 28 190 20 1 2391 0 0 29 1 30 1 571 I 08:05 AMI 0 69 1 0 70 I 1 0 1 0 2 I 10 55 5 0 70 I 0 0 4 0 4 146 "' BREAK '** Total 5 127 1 0 133 3 0 5 0 8 1 14 120 9 0 1431 0 0 7 1 6 1 292 "' BREAK - 04:00 PM 2 87 3 1 937 0 6 0 13 28 122 7 0 157 2 0 17 1 20 283 04:15 PM 1 81 0 1 83 7 1 4 3 15 32 125 9 0 188 0 0 25 1 26 290 04:30 PM 2 123 2 1 128 9 1 2 2 14 31 112 4 0 147 1 0 24 0 25 314 05:00 PM6 43 117 1 1 125 7 0 15 0 05:15 PM 2 119 0 0 121 4 1 8 0 05:30 PM 2 105 0 0 107 3 0 3 0 05:45 PM 1 109 1 0 111 6 1 7 0 Total 1 11 450 2 1 464 20 2 33 0 Grand Total 1 83 1331 13 4 1411 66 4 58 5 Apprch % 4.5 94.3 0.9 0.3 49.6 3 43.6 3.8 Total % 1 1.7 36.5 0.4 0.1 38.7 1.8 0.1 1.6 0.1 22 43 139 8 0 190 0 1 33 0 13 39 99 4 0 142 2 0 29 0 6 27 120 5 3 155 2 0 32 3 14 37 172 4 1 214 1 0 28 1 551 146 530 21 4 701 1 5 1 122 4 133 1 338 1401 80 6 1825 10 1 280 10 76.8 4.4 0.3 3.6 0.4 92.5 3.6 3.8 118.5 9.3 38.4 2.2 0.2 50 0.3 0 7.1 0.3 34 371 31 307 37 305 281 3650 7.7 M M M M M M M M M M M M M w M M M M M YI TRAfF7C DATA INf. Market Blvd & Pauly Dr Chanhassen, MN www.trafficdatainc.com (952)926-0916 File Name : 124841 - Market Blvd & Pauly Dr Site Code : 00124841 Start Date : 9/4/2008 Page No :2 07:30 AM Southbound I Westbound I Northbound Eastbound Start Time Left I ThruRight I Pods I App. ToW I LM TMu RI9M 1 Pada I App. Total I Lft Thm I Rlpht I Peds qpp. Total I LM Thru RIpM I Pads APP. Total I Int Total 07:30 AM 0 2 0 0 0 2 7 56 3 1 88 0 0 7 1 8 153 07:45 AM 5 64 1 0 70 4 0 2 0 a 10 69 9 0 a8 0 0 9 0 9 173 08:00 AM 5 58 0 0 63 2 0 4 0 6 4 65 4 0 73 0 0 3 1 4 146 08:15 AM 0 69 1 0 70 1 0 1 0 2 10 55 5 0 70 0 0 4 0 4 146 Total Volume 15 262 3 0 280 9 0 7 0 16 31 244 21 --T-297 0 0 23 2 25 618 % App. Total 5.4 93.6 1.1 0 56.2 0 43.8 0 10.4 82.2 7.1 0.3 0 0 92 8 PHF .750 .923 .750 .000 .909 .563 .000 .438 .000 .667 .775 .884 .583 .250 .844 .000 .000 .639 .500 .694 .893 Peak Hour Analysis From 12:30 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 6 117 1 1 125 7 0 15 0 22 43 139 8 0 190 0 1 33 0 34 371 05:15 PM 2 119 0 0 121 4 1 8 0 13 39 99 4 0 142 2 0 29 0 31 307 05:30 PM 2 105 0 0 107 3 0 3 0 6 27 120 5 3 155 2 0 32 3 37 305 05:45 PM 1 109 1 0 111 6 1 7 0 14 37 172 4 1 _ .214 1 0 28 1 30 369 I I I 1 L 1 I I 1 HCM Unsignalized Intersection Capacity Analysis Great Plains Blvd/Chanhassen Dinner Theatre Access 9n5/2ooa SET ' SER NWL NWT NWR NEL Lane Configurations t jk f j+ 4, +T> Volume (veh/h) 21 198 2 7 164 34 1 1 3 24 1 15 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Floury flow rate (vph) 23 215 2 8 178 37 1 1 3 26 1 16 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right tum flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 215 217 383 492 109 369 475 108 vC1, stage 1 conf vol vC2, stage 2 cont vol vCu, unblocked vol 215 217 383 492 109 369 475 108 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 99 100 100 100 95 100 98 cM capacity veh/h) 1352 1349 530 465 924 550 476 926 Direction, Lane # SE 1 SE 2 SE 3 NW 1 NW 2 NW 3 NEI SW 1 Volume Total 23 143 74 8 119 96 5 43 Volume Left 23 0 0 8 0 0 1 26 Volume Right 0 0 2 0 0 37 3 16 cSH 1352 1700 1700 1349 1700 1700 687 646 Volume to Capacity 0.02 0.08 0.04 0.01 0.07 0.06 0.01 0.07 Queue Length 95th (ft) 1 0 0 0 0 0 1 5 Control Delay (s) 7.7 0.0 0.0 7.7 0.0 0.0 10.3 11.0 Lane LOS A A B B Approach Delay (s) 0.7 0.3 10.3 11.0 Approach LOS B B Intersection Summary Average Delay 1.5 Intersection Capacity Utilization 24.6% ICU Level of Service A Analysis Period (min) 15 Existing Synchro 7 - Report ' AM Peak HCM Unsignalized Intersection Capacity Analysis Market Blvd/Pauly Dr 9/15/2008 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4'+ eT r 411a +T* Volume (veh/h) 1 1 23 9 1 7 31 244 21 15 262 3 Sign Control Stop 527 674 Stop 689 665 Free 288 288 Free vC1, stage 1 conf vol Grade 0% 0% 0% vC2, stage 2 conf vol 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 1 1 25 10 1 8 34 265 23 16 285 3 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right tum flare (veh) 1 Existing Synchro 7 - Report AM Peak Median type None None ' Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 527 674 286 689 665 144 288 288 ' vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 527 674 286 689 665 144 288 288 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 96 97 100 99 97 99 ' cM capacity (veh/h) 416 360 710 310 364 877 1271 1271 Direction Lane #'-- EB 1 WB.1 WB 2 NB 1 NB 2 SB 1 Volume Total 27 11 8 166 155 304 ' Volume Left 1 10 0 34 0 16 Volume Right 25 0 8 0 23 3 cSH 666 315 877 1271 1700 1271 Volume to Capacity 0.04 0.03 0.01 0.03 0.09 0.01 Queue Length 95th (ft) 3 3 1 2 0 1 Control Delay (s) 10.6 16.8 9.1 1.8 0.0 0.5 ' Lane LOS Approach Delay (s) B 10.6 C 13.7 A A 0.9 A 0.5 Approach LOS B B ' Intersection Summary Average Delay 1.5 Intersection Capacity Utilization 37.7% ICU Level of Service A Analysis Period (min) 15 1 Existing Synchro 7 - Report AM Peak HCM Unsignalized Intersection Capacity Analysis Great Plains Blvd/Chanhassen Dinner Theatre Access 915008 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations € IT+ S tl1 4. 4 - Volume (veh/h) 22 197 10 26 236 31 9 1 20 37 1 32 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 24 214 11 28 257 34 10 1 22 40 1 35 Pedestrians Lane Width (ft) Walking Speed (Ws) Percent Blockage Right tum flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked VC, conflicting volume 290 225 488 614 112 507 603 145 vC1, stage 1 conf vol vC2, stage 2 conf vol VCU, unblocked vol 290 225 488 614 112 507 603 145 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 98 98 100 98 91 100 96 CM capacity (vehth) 1268 1341 430 389 919 424 395 876 Direction, Lane # - SE 1 SE 2 - SE 3 NW 1 rNW 2 NW 3 NE I SW I Volume Total 24 143 82 28 171 119 33 76 Volume Left 24 0 0 28 0 0 10 40 Volume Right 0 0 11 0 0 34 22 35 cSH 1268 1700 1700 1341 1700 1700 663 554 Volume to Capacity 0.02 0.08 0.05 0.02 0.10 0.07 0.05 0.14 Queue Length 95th (ft) 1 0 0 2 0 0 4 12 Control Delay (s) 7.9 0.0 0.0 7.7 0.0 0.0 10.7 12.5 Lane LOS A A B B Approach Delay (s) 0.8 0.7 10.7 12.5 Approach LOS B B Intersection Summary Average Delay 2.5 Intersection Capacity Utilization 27.9% ICU Level of Service A Analysis Period (min) 15 ' Existing Synchro 7 - Report PM Peak I I I I I 1 HCM Unsignalized Intersection Capacity Analysis Market Blvd/Pauly Dr 9,15/2008 Movement EBL EBT 1F. EBR ' WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 311 4 Volume Left 4 r 0 41" 0 12 +T - Volume Right Volume (veh/h) 5 1 122 20 2 33 146 530 21 11 450 2 Sign Control ' Stop 0.31 0.45 Stop 0.15 0.18 Free Queue Length 95th (ft) Free 42 Grade 13 0% 1 0% 16.4 120.5 0% 4.2 0.0 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Houdy flow rate (vph) 5 1 133 22 2 36 159 576 23 12 489 2 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right tum flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1157 1430 490 1552 1420 299 491 599 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1157 1430 490 1552 1420 299 491 599 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 1 1 1 Intersection Summary Average Delay 5.2 Intersection Capacity Utilization 66.3% ICU Level of Service C Analysis Period (min) 15 Existing Synchro 7 - Report ' PM Peak 1 p0 queue free % cM capacity (veh/h) Direction, Lane # 96 124 EB 1 99 112 WB 1 75 524 WB 2 57 50 NB 1 98 114 NB 2 95 85 99 697 1068 974 SB 1 Volume Total 139 24 36 447 311 503 Volume Left 5 22 0 159 0 12 Volume Right 133 0 36 0 23 2 cSH 454 53 697 1068 1700 974 ' Volume to Capacity 0.31 0.45 0.05 0.15 0.18 0.01 Queue Length 95th (ft) 32 42 4 13 0 1 Control Delay (s) 16.4 120.5 10.4 4.2 0.0 0.4 Lane LOS C F B A A ' Approach Delay (s) 16.4 54.5 2.5 0.4 Approach LOS C F 1 1 1 Intersection Summary Average Delay 5.2 Intersection Capacity Utilization 66.3% ICU Level of Service C Analysis Period (min) 15 Existing Synchro 7 - Report ' PM Peak 1 HCM Unsignalized Intersection Capacity Analysis Great Plains Blvd/Chanhassen Dinner Theatre Access 9/15/2008 int - SEL SET-"SERNWL NWT NWR NEL NET NER SWI Lane Configurations tl' 11� t% 4 4� Volume (veh/h) 22 206 2 7 171 35 1 1 3 25 1 16 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 24 224 2 8 186 38 1 1 3 27 1 17 Pedestrians Lane Width (ft) Walking Speed (f 1s) Percent Blockage Right tum flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 224 226 399 512 113 384 494 112 vC1, stage 1 cont vol vC2, stage 2 cont vol vCu, unblocked vol 224 226 399 512 113 384 494 112 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 99 100 100 100 95 100 98 cM capacity (veh/h) 1342 1340 515 453 918 536 464 920 Direction; Lane # SE 1 SE 2 SE 3 NW 1 NW 2 NW 3 NE 1 SW 1 Volume Total 24 149 77 8 124 100 5 46 Volume Left 24 0 0 8 0 0 1 27 Volume Right 0 0 2 0 0 38 3 17 cSH 1342 1700 1700 1340 1700 1700 674 635 Volume to Capacity 0.02 0.09 0.05 0.01 0.07 0.06 0.01 0.07 Queue Length 95th (ft) 1 0 0 0 0 0 1 6 Control Delay (s) 7.7 0.0 0.0 7.7 0.0 0.0 10.4 11.1 Lane LOS A A B B Approach Delay (s) 0.7 0.3 10.4 11.1 Approach LOS B B Intersection Summary Average Delay 1.5 Intersection Capacity Utilization 25.1% ICU Level of Service A Analysis Period (min) 15 2010 No -Build Synchro 7 - Report ' AM Peak 1 HCM Unsignalized Intersection Capacity Analysis Market Blvd/Pauly Dr 9115/2008 WBL WBT WBR NBL NBT " NBR SBL SBT Lane Configura:.ons «Ja 4 4 - 41 Volume (vehlh) 1 1 24 9 1 7 32 254 22 16 273 3 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 1 1 26 10 1 8 35 276 24 17 297 3 Pedestrians Lane Width (ft) Walking Speed (f /s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 549 703 298 717 692 150 300 300 vC1, stage 1 conf vol vC2, stage 2 cont vol vCu, unblocked vol 549 703 298 717 692 150 300 300 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 96 97 100 99 97 99 cM capacity (veh/h) 401 346 698 295 351 870 1258 1258 Direction Lane # EB 1 WB 1 WB 2 NB 1 NB 2 SB 1 Volume Total 28 11 8 173 162 317 Volume Left 1 10 0 35 0 17 Volume Right 26 0 8 0 24 3 cSH 654 299 870 1258 1700 1258 Volume to Capacity 0.04 0.04 0.01 0.03 0.10 0.01 Queue Length 95th (ft) 3 3 1 2 0 1 Control Delay (s) 10.8 17.5 9.2 1.8 0.0 0.6 Lane LOS B C A A A Approach Delay (s) 10.8 14.1 0.9 0.6 Approach LOS B B Intersection Summa Average Delay 1.5 Intersection Capacity Utilization 38.9% ICU Level of Service A Analysis Period (min) 15 Description: Test Test Test 2010 No -Build Synchro 7 - Report AM Peak I 11 1 1 1 1 I 1 1 HCM Unsignalized Intersection Capacity Analysis Great Plains Blvd/Chanhassen Dinner Theatre Access 9/152008 a 4 r. SET SER NWL NWT' -NWR NEL NET NER SWL SWT SWR Lane Configurations € t1* tT. + + Volume (veh/h) 23 205 10 27 246 32 9 1 21 38 1 33 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 25 223 11 29 267 35 10 1 23 41 1 36 Pedestrians Lane Width (ft) Walking Speed (f /s) Percent Blockage Right tum Flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, piatoon unblocked vC, conflicting volume 302 234 507 639 117 528 627 151 vC1, stage 1 cont vol vC2, stage 2 conf vol vCu, unblocked vol 302 234 507 639 117 528 627 151 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 98 98 100 98 90 100 96 cM capacity (veh/h) 1256 1331 415 376 913 408 382 868 Direction Lane #- SE SE 2 SE 3 NW 1 NW 2 NW 3 NE 1 SWI Volume Total 25 149 85 29 178 124 34 78 Volume Left 25 0 0 29 0 0 10 41 Volume Right 0 0 11 0 0 35 23 36 cSH 1256 1700 1700 1331 1700 1700 655 538 Volume to Capacity 0.02 0.09 0.05 0.02 0.10 0.07 0.05 0.15 Queue Length 95th (ft) 2 0 0 2 0 0 4 13 Control Delay (s) 7.9 0.0 0.0 7.8 0.0 0.0 10.8 12.8 Lane LOS A A B B Approach Delay (s) 0.8 0.7 10.8 12.8 Approach LOS B B Intersection Summary Average Delay 2.6 Intersection Capacity Utilization 28.5% ICU Level of Service A Analysis Period (min) 15 2010 No -Build Synchrc 7 - Report ' PM Peak 1 HCM Unsignalized Intersection Capacity Analysis ' Market Blvd/Pauly Dr 9/15/2008 ' Movement- EBL EBT ' EBR WBL WBT,yI-VBR NBL NBT NBR SBL SBT SBR Lane Configurations ej+ aT r -'�4 fi11 Volume (veh1h) 5 1 127 21 2 34 152 551 22 11 468 2 ' Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 5 1 138 23 2 37 165 599 24 12 509 2 Pedestrians Lane Width (ft) Walking Speed (f /s) ' Percent Blockage Right tum flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1202 1487 510 1614 1476 311 511 623 vC1, stage 1 cont vol vC2, stage 2 cont vol vCu, unblocked vol 1202 1487 510 1614 1476 311 511 623 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) IF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 95 99 73 48 98 95 84 99 ' cM capacity (veh/h) 114 103 509 44 104 684 1051 954 Direction Lane # EB 1 WB 1 WB 2 NB 1 NB 2 SB 1 Volume Total 145 25 37 465 323 523 ' Volume Left 5 23 0 165 0 12 Volume Right 138 0 37 0 24 2 cSH 438 46 684 1051 1700 954 Volume to Capacity 0.33 0.54 0.05 0.16 0.19 0.01 ' Queue Length 95th (ft) 36 51 4 14 0 1 Control Delay (s) 17.2 153.2 10.6 4.3 0.0 0.4 ' Lane LOS Approach Delay (s) C 17.2 F 68.1 B A 2.6 A 0.4 Approach LOS C F Intersection Summary ' Average Delay 5.9 Intersection Capacity Utilization 68.3% ICU Level of Service C Analysis Period (min) 15 1 7 u 2010 No -Build Synchro 7 - Report ' PM Peak 1 I HCM Unsignalized Intersection Capacity Analysis ' Great Plains Blvd/Chanhassen Dinner Theatre Access 9/3012008 ' Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations fl, +T* 4+ 4a Volume (veh/h) 22 206 71 127 171 35 29 1 52 25 1 16 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 24 224 77 138 186 38 32 1 57 27 1 17 Pedestrians Lane Width (ft) Walking Speed (fUs) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 224 301 697 810 151 698 830 112 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 224 301 697 810 151 698 830 112 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 89 89 100 93 90 100 98 cM capacity (veh/h) 1342 1257 289 273 869 276 266 920 Direction, Lane # - SE 1 SE 2 SE 3 NW 1- NW 2 NW 3 NEI - SW I Volume Total 24 149 152 138 124 100 89 46 Volume Left 24 0 0 138 0 0 32 27 Volume Right 0 0 77 0 0 38 57 17 cSH 1342 1700 1700 1257 1700 1700 501 375 Volume to Capacity 0.02 0.09 0.09 0.11 0.07 0.06 0.18 0.12 Queue Length 95th (ft) 1 0 0 9 0 0 16 10 Control Delay (s) 7.7 0.0 0.0 8.2 0.0 0.0 13.7 15.9 Lane LOS A A B C Approach Delay (s) 0.6 3.1 13.7 15.9 Approach LOS B C Intersection Summary Average Delay 4.0 Intersection Capacity Utilization 30.1% ICU Level of Service A Analysis Period (min) 15 2010 Build Synchro 7 - Report AM Peak 11 I L I I 1 11 1 1 HCM Unsignalized Intersection Capacity Analysis Market Blvd / Pauly Dr 9130/2008 fement EBL EBT EBR WBL WBT WBR _NBL NBT NBR Lane Configurations aha 4 r 4Tf + Volume (vehlh) 1 1 24 92 1 46 32 254 205 108 273 3 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 1 1 26 100 1 50 35 276 223 117 297 3 Pedestrians Lane Width (ft) Walking Speed (ftls) Percent Blockage Right tum flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 791 1102 298 1017 992 249 300 499 vC1, stage 1 cont vol vC2, stage 2 cont vol vCu, unblocked vol 791 1102 298 1017 992 249 300 499 IC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 99 96 39 99 93 97 89 cM capacity (veh/h) 233 182 698 165 211 750 1258 1061 Direction, Lane # EB 1 WB 1 WB 2 NB 1 NB 2 SB 1 Volume Total 28 101 50 173 361 417 Volume Left 1 100 0 35 0 117 Volume Right 26 0 50 0 223 3 cSH 589 165 750 1258 1700 1061 Volume to Capacity 0.05 0.61 0.07 0.03 0.21 0.11 Queue Length 95th (ft) 4 83 5 2 0 9 Control Delay (s) 11.4 56.2 10.1 1.8 0.0 3.3 Lane LOS B F B A A Approach Delay (s) 11.4 41.0 0.6 3.3 Approach LOS B E Intersection Summary Average Delay 7.3 Intersection Capacity Utilization 56.9% Analysis Period (min) 15 ICU Level of Service 0 2010 Build Synchro 7 - Report AM Peak I r I 1 1 I I HCM Unsignalized Intersection Capacity Analysis Great Plains Blvd/Chanhassen Dinner Theatre Access 9/30/2008 NET NER Lane Configurations t1i, t (•i 4� +11 Volume (veh/h) 23 205 35 73 246 32 69 1 121 38 1 33 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0 92 Hourly flow rate (vph) 25 223 38 79 267 35 75 1 132 41 1 36 Pedestrians Lane Width (ft) Walking Speed (fVs) Percent Blockage Right tum flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 302 261 621 753 130 737 754 151 vC1, stage 1 coni vol vC2, stage 2 cont vol vCu, unblocked vol 302 261 621 753 130 737 754 151 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) IF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 94 78 100 85 83 100 96 CM capacity (vehlh) 1256 1301 334 310 895 245 310 868 Direction, Lane # SE 1 SE 2 SE 3 NW 1 NW 2 NW 3 'NE 1 SW 1' Volume Total 25 149 112 79 178 124 208 78 Volume Left 25 0 0 79 0 0 75 41 Volume Right 0 0 38 0 0 35 132 36 cSH 1256 1700 1700 1301 1700 1700 553 367 Volume to Capacity 0.02 0.09 0.07 0.06 0.10 0.07 0.38 0.21 Queue Length 95th (ft) 2 0 0 5 0 0 43 20 Control Delay (s) 7.9 0.0 0.0 7.9 0.0 0.0 15.4 17.5 Lane LOS A A C C Approach Delay (s) 0.7 1.7 15.4 17.5 Approach LOS C C Intersection Summary, Average Delay 5.6 Intersection Capacity Utilization 33.7% ICU Level of Service A Analysis Period (min) 15 ' 2010 Build Synchro 7 - Report PM Peak 1 I 1 I 1 1 I LI k 1 HCM Unsignalized Intersection Capacity Analysis Market Blvd / Pauly Dr 9/3012008 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + a) r +i 1'+ + Volume (vehlh) 5 1 127 186 2 114 152 551 88 44 468 2 Sign Control Stop Slop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 5 1 138 202 2 124 165 599 96 48 509 2 Pedestrians Lane Width (ft) Walking Speed (Ills) Percent Blockage Right tum flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1360 1630 510 1721 1584 347 511 695 vC1, stage 1 cont vol vC2, stage 2 conf vol vCu, unblocked vol 1360 1630 510 1721 1584 347 511 695 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 92 99 73 0 97 81 84 95 cM capacity (veh/h) 72 80 509 35 86 649 1051 897 Direction, Lane # EB 1 WB 1 WB 2 NB 1 NB 2 SB 1 Volume Total 145 204 124 465 395 559 Volume Left 5 202 0 165 0 48 Volume Right 138 0 124 0 96 2 cSH 401 35 649 1051 1700 897 Volume to Capacity 0.36 5.80 0.19 0.16 0.23 0.05 Queue Length 95th (ft) 40 Err 18 14 0 4 Control Delay (s) 19.0 Err 11.9 4.3 0.0 1.4 Lane LOS C F B A A Approach Delay (s) 19.0 6229.0 2.3 1.4 Approach LOS C F Intersection Summary Average Delay 1084.1 Intersection Capacity Utilization 81.6% ICU Level of Service D Analysis Period (min) 15 2010 Build Synchro 7 - Report ' PM Peak Kimley-Horn and Associates, Inc. Ll J Warrantis SIGNAL WARRANTS ANALYSIS 8 LOCATION: City of Chanhassen. Market and Paul, Wilhoul Right Tums on Minor Approaches Warrant iE COUNTY: cavar 8 Not satisfied Warant2 REF. POINT: Speed Approach Desrnpeon Lanes DATE: 1al2008 30 Major Appy. Madtet Blvd NB 2 0 30 Major Appy Market OW SB 1 OPERATOR: CMS Ryan 30 Minor App2. Pauly Or 1 30 Minor App4: Piwata Access EB 1 0.70 FACTOR USED? no POPULATION- 10.0001 m EXISTING SIGNAL? no Mel (Hr) Required (Hr) Warrantis 2 8 Not satisfied Warrant iE 0 8 Not satisfied Warant2 2 4 Not satisfied! Warra,13 0 1 Not satisfied Warad7 0 8 Not satisfied Kimley-Horn and Associates, Inc. 0 I Met (Hr) Required (Hr) SIGNAL WARRANTS ANALYSIS Warrant 1a LOCATION: COY of Chanhassen, Mallet and Pauly, Won 50% Right Turns on Minor Approaches 8 COUNTY: Carver Warrant lb 0 8 REF. POINT: Speed App -soh Description Lanes DATE: 10//2008 30 Mair Appl: Market Blvd NB 2 Not satisfied! 30 Major APO: Market Blvd SB 1 OPERATOR: Chris Ryan 30 Minor App2: Pauly or WB 2 30 Minor App4: Private Access EB 1 0.70 FACTOR USED? no POPUTATION � 10,000? no EXISTING SIGNAL? ho TiIaFCMrllr I.". 1C ]S Met (Hr) Required (Hr) Warrant 1a 2 8 Not satisfied Warrant lb 0 8 Not satisfied Warrant 2 2 4 Not satisfied Warrant 3 0 1 Not satisfied! Warrant 7 0 8 Not satisfied