Loading...
CAS-15_STONE CREEK TOWN OFFICESSTONE CREEK TOWN OFFICES STONE CREEK OFFICE GROUP; L. 8156 MALLORY COURT CHANHASSEN, MN 55317 PLUMBING REVIEW - TRIPLE SLAB ON GRADE W rn sae a . ,1K 2 wm ,las eWw,Gux m o OVA 1aQ w Saw w am uv nwuv. w " m , os. YIYF a 11 7 1/, 1/1 III 1/I I - I - W rn sue a wrc rus r Ixrs xra6, wa1LM'USF lYR 02 OVA t� W Sai asp I.q 1a4YJAV. INi aHj W Of. Ott£ 1 8 1 23 1 12 1 1/1 1/I 1/1 1/I t/1 1/1 , JW aJSWa a x xlDes n aan rnnEs m w vwaa w ,s w� D colt 9CWxa6 aYu w w wnwacf rm rtW aewN REVIEW - TRIPLE WALK -OUT anplflH xYl( OLC OVJl 21-1 w l� uv — —a w ox 1T Mp/ ox. 09NE 9 'la le t/1 1/1 III 1/I I - I - FMI (J) .YIFOUI 1lK , W., ,1a6 .ao.clH ma olx: oQA aR w caw w axp uv 1lOYJM'. w ael Of Saw w- Qixx 1 f 1 E I Ja 1/1 I I/1 ,/1 I /t I - I - OaYY 4E .9WIq 9R 1@RD '6L ADi] nRPIOX E NIOK Rn Aaf! Op11E310 H 9Y2D wp ,5 al Vs iStl1[ .Ya 0a901ID '9877.606 ma aale0 Jaumaa avLL a w K1ppw¢ wIx Su1F aauc t xasalrc wns 'LUMBING REVIEW - (5) WALK -OUT — (5) vu HAS 2 w 7 ' aamwm lrx am 0 :a w v w uv �" . w o9 0 7. aiXE 9 n la 1/1 In W I®l1Y (QL ,9A D n7mma16- ruanoa W (sI nx-our w6 : oars ,1x6: aIaOMG18 T1E OOC OOCp � w Rw w aa} IAv IaOJxm! w lfq ox v. XOE 11n ,/, nVY9L OAIRG`L mLC iCOJ W I®l1Y (QL ,9A D n7mma16- ruanoa W f9 wx-euf Iw5 , IM rI.R eluxzva lB MF V OVA 0Q w xew w aep Nv 9awlAV. w a� Of IaaV Di. was a a Ia XOE 11n ,/, nVY9L OAIRG`L mLC iCOJ W I®l1Y (QL ,9A ..se.l as rami wet ,aaaan a 2n.x xxrxvnox 2 amps lax Inn nn9ws m w avxD rax Is w IFs Rw1E Kf FWmID +a7.6o6 n went raxva6 awx a w wsamxrt rm wN[ acne e BLUFF CREEK CORPORATE OFFICES CHANHASSEN, MINNESOTA CODE REVIEW - TRIPLE SLAB ON GRADE F/O1 (J) 9/8 01 9VR ,{6 x VIIS 1NIS '.� W Y�IawlflwYlal amaoamt asor9c axx Vet) o 3 xmeanoxra wa car (a) Zan ./ W .IE101u115 ro mr puxwa w1fW wYIY! IQIWBLV CLLC (YLy 19M ./ W Nnalnns W R1a94 [IXE XOE W OFIWY Ca[ 1999 .me shwa r6m9a5 m. wawxa wen may CODE REVIEW - TRIPLE WALK -OUT W 0) aW9c-" .. u.6 a.b W rn aYxx-mrt . 11..r ,1d#: m a amaoamt asor9c axx Vet) o 3 xmeanoxra wa car (a) Zan ./ W .IE101u115 ro mr puxwa w1fW wYIY! IQIWBLV CLLC (YLy 19M ./ W Nnalnns W R1a94 [IXE XOE W OFIWY Ca[ 1999 nVY9L OAIRG`L mLC iCOJ W I®l1Y (QL ,9A D n7mma16- ruanoa o sw7 oclr�6s .mc smwla ramm rw aenc wen oar CODE REVIEW - (5) WALKOUT W (5) w -art S x V TNS: W (5i ,wA-Wr I„5 , IM 1mR .vrt: salwe woars wn IYII... 04056.0IMI 13 APRIL 2004 CERTIFICATION I IE88r CLPM1Y a T6 YJII, OI F@ W/5 FAFPMD Bt KwUaD Ic a uww w C06E slwmbul wew I ua Olx IYDHD MO11R1 IKFA M IWJ w M Sw[ w Wa60fx CITY SUBMITTAL CLIENT APPROVAL swn(x� oy. aces ®s APPLICABLE CODES m SReuA rWa0109: amaoamt asor9c axx Vet) m./ W aoxe6xrs xmeanoxra wa car (a) Zan ./ W .IE101u115 ro mr puxwa w1fW wYIY! IQIWBLV CLLC (YLy 19M ./ W Nnalnns W R1a94 [IXE XOE W OFIWY Ca[ 1999 nVY9L OAIRG`L mLC iCOJ W I®l1Y (QL ,9A OCCUPANCY REQUIREMENTS m SReuA rWa0109: RUY JPntaEa iY9E R W161alCaxk Y-0 aR01N DCaF911CI: 0 fR RSaIaE Calsminaa agWpR flDNOa w7A.! W15 0 elmen axeN ay.1s a onwDR xox-aw9w w11s D Sn01C11R1! rN9a D n7mma16- ruanoa o sw7 oclr�6s o naox- cuwa o xaors- cenx+c mors o OfnJtlox DnP'S ! 99xpm5 xw �a . f�•.i 'm' I�I�■■■■■■■■■■■IIIIIIIIIIIIIIIIIIIIIIII■ moo■■■■■■■■■■■� ©Im oo■■■■■■■■■■■� TMM CITY OF CHANHASSEN RECEIVED APR 1 3 2004 CHANHASSEN PLANNING DEPT Mohagen � Hansen A Architectural r Group 1415 E Wayzata Blvd Suite 200 Wayzata MH 55391 Tel 952.473.1985 Fax 952.473.1340 ner.mohagenhansen.com Planning FOR: STONE CREEK OFF ICE CROUP, LLGj I t MALLORY COURT CHA I I� GHANHASSEN, MN 55137 (P) W2-3,61-0122 °- STONE CREEK TOWN OFFICES fF) 951-361-0113 LEGAL DESCRIPTION wnor c . amr mwm.Lw m.mC cv.. w—ry. a.ne FXLE9T IM1 W a eoU aWr c Nmn w 1. nx m YM.s o.P.u�r or na..aenala. Rgne or w, PbI. x.x..m Io -os DEVELOPMENT STANDARDS •rnsMO )awP PLANE . m¢aauw) Mr¢D )CINK R/JCaD IM rE1 M . `10)M 91E NEA (ElypiO R/O) . Iaxl IOCS `l0)K NXIIR 6 PRM.Y4- W3 - b 'flICPoSO nIX91T - L!! IM1S/.OE T1CPOaTD wi 1r6Afi Lm 1- aae .`916 IAT 10 -am .CRL5 Lm )- oan 1[165 wr Ie- aaS .OES wi } py 1gi5 IAi xl- am 1 A6 Lm h O.Ce N wT 31- aae 1pE5 LOr } o.. KMS 'Ti 0.ro 1 LO) I O.m KMs w) 2t am lcE wT n O.M K4B wT YM toe w .pli5 WT o- O.m 10a5 wT ]} am KIE.S wT oN12Z wT ass wT1 KRS 10- a 0.07 1aCS QIR.OTOr p ).B) .19tEs wr 11- O.m /9EF al)LOi M 0.M NXE$ LOT13- a0] IOpS LOT 1} aa51OE5 wT Ih 0.O7 N]E$ wr Is- aO] 1aR5 IAr lo- aM mT n- nm loan SURVEY NOTES �NNi1ED En'' MO NY�1 Ut01 -Ms PLAT W P Nwe WMtl(f TIE epBTT or 6Ma1N ATIE K4)CNK FA5EIp1$ YO/d1 fMlA91NNA$ WY 61ST M 1pM 91aY1 TEMbI. 9MECf hl RIBCN Vp11CfEyi 6 1 OIRRN Prepared 5y: E. G. RUD d SONS, INC. Land Surveyors 9180 LEXINGTON AVENUE NE. CIRCLE PINES, MN. 55OI4-3625 Tal - 163-186-5556 Fex T63-186-6091 GRAPHIC SCALE M se], no rt NORTH 1 hereby certify that this survey, Dion or report xos prepored by me or under my direct supervision and that i on, a duly Registered Land Sures or under the Ines of the State of Minnesota. �J JASON E. RUD Dater License No. 41575 LEGEND m' moms EMIEIW Paam PpF e CWr[$fIISINC WIMF �( t¢aT6 ¢osTRa xmR1II* • males row wax voRnExT 1s uN¢m o DNGnZ NCM KMY¢rT R� 41. 6 mahS 0.xlra MOT R/x uCMArtwr MW i.E maTES'1 U41E n 1N V. �R IsDurol6•tl AESM[Ra N.V£4 — — maws oxmc)o w¢ 1 hereby certify that this survey, Dion or report xos prepored by me or under my direct supervision and that i on, a duly Registered Land Sures or under the Ines of the State of Minnesota. �J JASON E. RUD Dater License No. 41575 STONE CREE< TOWN OFFICES KNOW ALL MEN BY THESE PRESENTS: That Stone Geek Office Croup, LLC, aMinnesota 1 -soiled Llablily Campiony, Ice owner, and Marcel Eibmslener, a Single person, mortgagee of the folloxMg described property situated in We County of Carver, State of Minnesota, to -wit WUot C. KLA17 CREEK CORPORATE CENTER, Carver County Minnesito except Not part Mom on Parcel 2150 an Minnesota Department of Tranaparlatim Right of Way Nate Numbered 10-08 and 10-09. Haw caused the some to be wrveyed and platted as STONE CREEK TOWN OFFICES and do hereby domain ond delicate to the public fm public use tare ar We J'iw and easements for drainage and utility purposes os Mom no We plat. I thereby certify that I haw wrveyed and plotted the property 4e flped an this plat as STONE CREEK TOWN OFFICES; that this plot in armed representation of the sarxey that all distances are c.H, Mown on the plat n feet and hundredths of a foot; that of -..is WI be correctly paced in Me groped as Mom in accordance to Mnnesata Statutes. Section 505.02. Subd. 1; that Me oplside boundary I'n» or. ..Uy desgnoled on the plat and Were o no ,ettand. as defined on Minnesota Statutes Section 505.02, Siad. 1 or public highways to be designated other Man those Mom. Jospin E Rud. Lend Surveyor Miemasola Ixense Nomber 41578 STATE OF MINNESOTA In WMess whereof sod Stan- Uaek Office Croup, LLC. a Minnesota thmlted Upt,ility pony Cion COUNTY OF M1m caused Mese presents to be signed by its proper of icer this _ day of 200_ The foregoing Instrument caw o tum dedgW Defor- me this _ day, of 200I_ by bson E Well. SI(nE¢ Store Creek Olf 6opp. LLC Mimasola license No. 4157& Mark Und.,tod, Presidanl STATE OF MINNESOTA COUNTY OF The forgoing Instrument was xknoeiedged before me this day of 200_ by Mark Urdeetod, president of Slone Creek Office Uwp, I.I.C. a Mnnesoto Esnited liablity Campmy an 111l of said Campar,, Notary %bllp Caunly. Minnesota My Commission Expires In witness whereof said Mprcel Edanstdner,o single parson, has thereunto est his hand this _ day of 200_ SIGNED: Morcel Eden -tamer Marcel ETanstelmer STATE OF MINNESOTA COUNTY OF The foregoing nstnmml was ocknoeledged before me this _ day of Eibmstener a Single perwn. Notary pudic, County Minnesota My Commission Expires PRINTED APR 082;04 E.G. Rud & 8olfil Inc. E. Cs. RUD E SONS, INC. Lend °ellxveycre AN 2011_ by Marad Nalasy public. County Minnesota My Commission Expires 2110 CHANHASSEN. MINNESOTA This plot of STONE CREEK TOWN OFFICES me approved and ocasiateel by We City Council of We City of Chaneassan. Minnesota, at o regular meeting thereof M1dd Min _ day of 200 and is In c plkmce with We provisions of Minnesota Statutes Section SM01 Subd. 2 NI monuments wN be set as specified by the City Council and as Stated on this plat. xcodig to Minnesoto Statins, 505.02. Subd. 1 CITY COUNCIL OF THE CITY OF CHAIHASSEN MINNESOTA 9, Mayo By, COUNTY SURVEYOR, Cover County Minnesota PufWrant to Chapter 395, MkmesaM Lees of 1971, this plot has been Wformed this _ day of Jahn E Freanyer, Cersar County Surveyor By. COUNTY AUNTM, Coves Caunty Mnnasolo Clerk Z00_ I M1ereay certify that there .. "nquml Imes far all yeas pea to for land desaibee on thrs plot and transfer entered. Datta this _ day of 200_ MARK LUNDGREi, County Auditor By. COUNTY TREASIIRER, Carty County Mnneaota I hereby certify Mat the taxes payable foe this tear 200_ far load daunbed an We plat as STONE CREEK TOWN OFFICES. how been pod m this _ day of 200 TOSI KERBEft, County Tr. By. COUNTY RECORDER. Cane County Mimesata I hereby certify that MIS plat of STONE CREEK TOWN OFFICES was mea this _ day of 200_, at _ o'ddak � M, as Da mant No. CARL W. HANSON. R. Canty Recorder By. t,Httl 1 OF 2 DHGEI�, STONE CREEK, TOWN OrP f CES XY COMB Df $CIYM ISL 116 0.21 48 WE G ��� iNf_oo MAIN lT(6 M 11R 1/T QLM1 IS i. 116 0.21 IgtM 1/1 fYKR YC IS L11R R2i S�12 •A•E IR fAagR of gti>I ri i rlb. RES -- - SS- ___ __ — ---------- ------------------------- et-na i _ I `. P— OZZ E n f WTwEIECiBfi1 N DmVD. E LEGEND • DEMorzs rau+o mw Mauuwr ,a umaD o Do+Dn¢ xf iMDx MaMwMT uttm MI$ I Tlna ® DEMOBS GgR1D 1p0T R/ YS1 T NW — o — owoTEz vEsmcTEo •nxsz 3MN45 91TM YC aAYo ax n4 HtlIM 11{ ff TK KNTIYgly(:EX 6 YElIP1 I5. 1P.19m 118. RN1GE 21. IUNW MY ,1T5V1RD DEIRHG ff SDe]s'WE E. G. RUD d SONS, INC. Land Surveyors 1 5 � bf %• 1 S° _—__________\ 0 • a;tT ..i:nEa rri ffi Y ? &8 .,p`y4 ( DRIWALE.VOV:TI f�SFufvi IHNQMi4UT OT E6) S rn I I I I I I I r D- II 6M�A I p I I VL� I —+]S MT XSV EIFCIbCK ET3YitT MUM... f$ISSO ,n p --_ dsr,�•re NORTH GRAPHIC SCALE I inm - 00 1e.1 PRINTED APR 082004 E.G. Rud & Sons, Inc. ¢HEFT 7 n8ro 8 �2 m _ pxll.00 i ��f •f. eo.ao •. •fb1 �'N•B 'fA 88� GSI lTE \ — ry\ tMI11 -1/I W 4F Yy114 RU rn I I I I I I I r D- II 6M�A I p I I VL� I —+]S MT XSV EIFCIbCK ET3YitT MUM... f$ISSO ,n p --_ dsr,�•re NORTH GRAPHIC SCALE I inm - 00 1e.1 PRINTED APR 082004 E.G. Rud & Sons, Inc. ¢HEFT 7 PRELIMINARY GRADING, DRAINAGE, AND STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA I EROSION CONTROL PLAN OT NSP ELMTRICAL EASEMENT ` :R DOC. NO. 280550 1 / 2 f _ �4�nm-�r� 1 / T v rte) Ann^ LEGEND: 1) ---- Demise finding cantor. 2) — Danoles Prapoded contour B) — — Denotes ExlelHg Stamm Sn as l) —»— Dealn F oassasf Stam s) O Demos, Smiler Sewer ..has 6) X951.DODeoln Roposad Spot petition )) Deotn ERtkg spot 13—tam 12) ❑ Donates cath Da®n '5)--s— Denotes Tras Proleclkn sensing m. Mia;tie enosm an these aas,,gi, amaenin, t� and a lotion of eddtng attitin is not ao grant hal to he ...,at - or rale a all laiJ sive. The contractor Is re ponsMe fm making his own aster mate as to the t,,s and location of utilities as may he nosiness, to amid damage to these utilities. 2) las cxn�o, callGapha Sb tate651)0a 651) S4-0002 fal be ansiblet for 91ao1ltYonv ime 1) Stam Sear lengths muds the long length of the won. _%T g length of Woes wW 6e de Thee train aoynet length CURBS 1) BaQNTng of came with m -site material m maue,ta to wrE 2) OmT eau shall ternnate with a two fool Se — Toe 'Than. STREETS t) Saw at existing Bltumnoua and Concrete Cush to provide WIT Pmt. 2) Rerwva and eleosa or exists, street moleriad as regained fa cmnstmactian u incidental. CONTRACTOR SHALL FIELD 4 IrY LOCATION AND ELEVATION OF EXISTING UTl1T1ES AHD NOTIFY ENGINEER or ANY DISCREPANCIES PRIOR TO THE START OF CONSTRIICTKW. A R CONSTRUCTION ACCESS ROAD ski LL BE INSTALLED AND MAINTAINED AT ENTRANCES TO EMSTTNG HARD SURFACE ROADS ROCK ENTRANCE FDLLL BE NO LESS THAN SO FEET IN LENGTi AND AS WIDE AS NECESSARY FOR TRAFFIC. USE I- TO 2- WASHED ROCK. NOTE: SPOT ELEVATONS SHOWN ARE BITUMINOUS SURFACE OR WTTER LINE UNLESS OTHERWISE NOTED. SOD ALL DISTURBED DRAINAGE AREAS. INCWOING SWAIEX AROUND STONN SEWER r-ARED END SECTORS AND OFF STREET CATCH BASINS tc�►c�ess i b 12 �' access aisle GRAPHIC SCALErnr i tvwovc avc�NmrlNc / hk aar a.h'y heal hm afaa ww p asrr si by me w aaer PREPARED FOR C'A'P' 1 / Awesee1 r ssreiwllc w the ken; of rM �� w -sham. Stone Creek Office Group, LLC �,T/�± PL OWE �EEar VQ INC. 6156 Mallory Court C.A.P. t w rem ) �z -^��� Chanhassen, MN. 55317 h u� ao iL 9/90 (EXMCTON AVE N£ CQYXE P/NES wN 55011-J625 purl zas-/a.T cine 4112/0e Phone 952-361-0722 Fax 952-361-0723 C.W.P. PRELIMINARY UTILITY PLAN STONE CREEK TOWN OFFICES CHANHASSEN, DT NSP ELCCTRICAL EASEMENT i R DOC. NO. 280550 MINNESOTA ---------------------- ..., NE n 5 R IW PLAT 10-08 R/W PLAT 10-09 EAST LINE OF THE NW — - COR OF SEC 15, T. 116, R.23 l benby oafity Mat W. Pkn wpe'-,parer/ by me w under my abect sapwNwar aro Mat / an a dr)' Lewrsed P, tesvwrd�Gahrr order ars Mws d the stoo, of Arimesafa. DayE. 4/12/04 UCfMs[/ 1B227 LEGEND 1) ---- DenotR Esistiog C twr 2)— Denotes posed Cantor}) }) 0= Eeut'ng waterm6n 4) — > — Denote, Eristng Smits Seww Denotes E uwq slum sewer Dwr tea Proposed wvt—.h i>ropo sonitay Seww b) —»— obwleE P.apasad Storm 9) O Dmotee Sanitny S ,v UO e 12) ❑ Denote, a d, Doan u) pd' D—Les cote Volae 14) V oenolea fie Hydrant Ham cewlRAelai SMALL FIRD `hPon LDMN, M0 EIEVABON OF FASuxo WATM SFAee N1a yM10 M mo Mohr ovs m OF AHr atSatF .CES Fwae Ta sows OF xsrNlAlwls EXISTING UTILITIES 1) The information shown on these drawings concerning type and location of existing utilities is not guaranteed to be accurate or all inclusive. The contractor is responsible for making his own determination as to the type and locopm of utilities as may be necessary to ovoid damage to these utilities. 2) The Contractor shall be responsible for existing utility locations. Coll Gopher Slate One of 454-0002 for locations. SANITARY SEWER 1) Sanitary Sewer Services shall be 4' PVC Schedule 40. 2) Sanitary Sewer shall be PVC SDR 35 unless otherwise noted. 3) Sewer Service locations shall be verified in the field prior to construction. WATERMAIN 1) Water Services shall be 1 inch copper type K. 2) Each unit shall have a 4" DIP fine service line. 3) Watermain shall be 8" class 52 4) All wolerrnoin and services shall be installed with 7.5' minimum cover. PfiBARED FV& Stone Creek Office Group, LLC 8156 Mallory Court Chanhassen, MN. 55317 Phone 952-361-0722 Fax 952-361-0723 ARIWINC _________`_{AGE OF E%. BITUMINOUS_.\ __ ------------------- ------1---------- __------------------------------------- ----- -----I ----------------_----------- ---------------- TRUNK HIGHWAY NO 5 AccE55 FROM LOT 1 \ IS CLOSED I \ \ UIS11NG 75 PDWERUNE EASEMENT I —7 1 1 I _ OF WETLWD �m�1r OUTLOT A UNTIU DM eine' � � i UNIT 1 w I eaR� ii MINE 11Nf Stt /. 11 I i II rinaM 1 / 1 \ ` UNIT 71RH . _ U�ar WW�1Nfff ' iNBAY \ 1VA 1 n FrA A]ua I I 1 I O \ x x I \\ -\ i1NIt 1W0 i 1 1 1 1 9 r \ itt \\ \II II � II I \ r FUTURE ° 101° f II I I \� FUTURE \ CHURCH II `JI \ I A future It parking, 1a,k I BLOCK l LOT I \ n I \ A FAMILY OF CHRIST LUTHERAN CHURCH ADDITION AauleN AameA xa1eBN xP1RSc N cgEl .Ica axm awe mim Wim I _ 1 ri1 ARCHITECTURAL SITE PLAN Al / " = 36-0" t. mamEta u.rs awa a As alowl d nE aEwrs cam nc ralawc .y Aa oNra oaxc m ewarz 1'164AIY alllsa zlc m1mN¢Ion u.rs sxu a IFeMa➢,a rlc awonas m6E o]wa Ws dlc e) AL dArt oalE m d averts uwL d orr stmr5 auras. omzts d unn¢ vwl a arYao d mwflm m Im ru arc PEnASImr¢ cl A« mu Z 116 MSR llf aP6MlCla IVIS Aii m n oEIEtlIID e( nF AlEawslrz aemnWnae rnrz5 ,+ wa ,-a awL a mx3t[rm wEx ANau >K aucrul 6 ulurc aewmvl Iantvt r oaoalr rrtue mtr 99M d 11E 0.VS d f NJ ILGMI 6 AE'4X d RN6 z mxlund awL a nstda�[ m wwY zmral 6 Aro mwu«nd 6 a.rt-arra. amass d anA.Ecml 6 ul]nEs waE woNan Nw ooanwx 6 amrw mmwrml As .arum d rl[ 1wAwus d was wau]ao ro aNnnr tvE r°Nc > svwEla d rM rwxmlY. uEtss onrare xoaa. An ..Id t11aI awnlLm d . v1d dNu d¢ calx an-1z.rn � wA dr¢s xolm anaw¢ wwc In d11 NPN a ILL NIfRSCIYM NIO As RnPIfD m WMI➢1 CSW M] Oi(RN MW 5'J RU REr wIIM E14N6d YMIIS CflDWLY. %a.[E 19YH 1wIfA1 f lalm d Scall tll1I1R YYl6 M NL SRwIYS YE 4ilaYL alw%rE cal¢ rd rum1A Ilwwtw d calla .ells l g1a.L Nt 9QfIXWHF WlF]ML rN111E 91E .Va rBnSE ff $WI W1LW(M A m1Ee wxw ]a'Is Na mAwlrlrrN wwAtaa > avN IAm f ar11 aaEunox wz a arrzn d srt cam A wli..w 6 z rm a aMR 1 rzw GI➢4 nttulals xo Imll IEtlwas vwn. E as¢F ro IENA AIw AFwpN 6 Ica arc Lw>mL E maam. w maul. >K nrA avec omcl arrA¢ wam rww as .wawa IwsFArc m tt cowl m4nE rrsro. � m ax nx]s mx mL osEtmas AW umrxN xoas SHEET NOTES 1. YF Gl RN6 Ni 11gIaV1 [Ye4/S ND Ia1fS z. sr sEn rAl rou dacw[ ]Emwtvc > m am A]z car m occas a. m sm Au me srz IriaY1G can SITE DATA 1mN srt urA zn,Aaz m a sass AGES) uaAs mm16 wrA a1s m sr. eaac awu¢ wmnAm ,aS i01N 4gMA5 9I6/Q: WNNi: Ia0.,f6 91 fr. tarty wxmus oAara xtmm6: sa tmN �/¢ aMn(¢ Ytpp PL 2 aEFI+`PNz cAfRME W%911Mi JSi ruaaw IEauallus znn wPao snn.. Izu m szN1s aaNrn wwww axMs ma.. IzSe a svu5 wwm mrM WIOIL 5!X15 HaME MI SdL( W1l6Yf IE A°A.�E aTMI$ �1 AIC6 6 VMW' 1J aNIS FFA IMr STONE CREEK OFFICE CROUP] LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN] MINNESOTA Manwn2W.0 EH Hansen al:ntteca Group I ato-A. � rave rlm vN sr[arAml a mart ws IFrP116D w w d aav W ax6 araA]9oll AW Iwx I w A our I.m Awnaa aaA Il[ Wa 611E SdE 6 YNFSIrA 10w IwIIImL aaswmu wwwR 1971 >xL APawml Awa a m]al t1E Amlrls xY GwE6 611FA 11981AE wm.Ews 6 amt Alw a]rL caeca NL m1r1119. smulox Alw dm IIE.rtUOd LO]' YIF111a A0. [fYJVIRI 0UE ] aM19WI1N VW1 ] OIY49MliN Ya.01 vnw.T w.B.e oxuw awu ar: vAam pm7D B1`yAfiEH oNe .raw menu awxmw: dwr4oswcMv�]a1r v ARCHITECTURAL SITE PLAN CITY SUBMITTAL A1.0 Y NO. - - _TRUNK HIGHWA ------------ 57 - 5• pOWERUNE H 1 ` _ I ,r �4 I I I / I I LANDSCAPE PLAN MAT I- - 40'-0' EWMMEN ME - n D UNE TO BE THE S AS FASIEp ATM.0 DMDEN NOSE — � burs o< 1a DAIKE TNSTFD WwE TZQ Brun - AROUND TREE TURNBUCKLE �— I" $91t SMICEA 24-X2"%2" SME tldVEN ftOsH WIM f '.W GME I HP LOT 1 CLOSED + I I n ao /I I. Cj� CEwDDQb TREE - PRUNE UNI ME B.CK 1/4- R� M -$RE ~ MTN TOISIC Y6TRUCIYJILS LLTo YUF�RFOINCEE56PRE5ER1. �" CS Dw9LE STRMD Of 10 —E GI AM2ED WIRE METED 2 1/2" UV 10' LMD CEbSm( WH SWH �fyL11 Nl /MOTCHEO END (l• EXPo D) a PER TREE �R�/flY N i H_ // fQD a`Of BURI/P FWM TOP m BNL Y CEWGTME NED W MULCH B.LxiLL 'aa TDPSQL AND PUT Iq5$ Yl MTIO Br W . IN 9" UYERS .ER EACH UYER UM SETRED PIIQAE DECOMTh REO Wp"AI % .... ..� .___. S�yJ�-.S KWY! 1DFF NAM MULCH AT swCAE PURLING '_ 1DUTmfS AM RNni ROCK . /n f—F a /J 6" FOE tt S UP M 4 MULCH AT YAS$ PWRINC MELS, 12 NY �LWSEY/ EQW MEKMf M. 6 Ecw mlYS TKM pA$Dl 1'MICE DYnt HE YM- D®allE BLLL O ETER wN[TER EQAgsm r,\ PLANTING DETAIL 6111 1/4• = 1-- . y ----------------------- I � X / EDGE OF WETLAND I 11 I I 1 I I rr1111 / \ I PLANTING oPLAN �SCHEDULE �m L mnRaClm swa lmME Me w ru UD INCH wr rl1ELT m aR Ewu swE w 2 QN,RAwm Sw. MWE 16.Q../ mEib N 91E YQ EwN➢E M6.Q. RR oRms 9>fNE L wow was Mm fYY91 InoFs m A mvIERD a m4wm mx1MNmR. II2m5(.NE mnalcnR 9aL Mwr mo[z ram m mwIIENUM MQOL .. oalwnm 9vML YTir alpl aE wA Hem ro x111nam mann Nm arawaE Yd£w06 s PJM wTEaMs sxNl A Dvwa1FID aA (p Rxl xw umx rorty mIPEEToI a fCUrbIICF a Mat ac IRE AaACDmn u N1YNa.R ;„vox m Iva ImIfST Q OYER. 6 PW(IIXC mIE Yrnrt (YmDRAL mT REY) v aa. s-zo-ro [EYY]D]M rmEml Art me Yum azw Ta511 nvN Y. 1 Pun PUTlmss W 1 run Yx9vo sxm r/ s mars RRILRO Tarsw. usE a NL RIAYm LourY2s T N1 RM'f wl@al 9Vll mar xIM M m@III r➢aM Df Tf 'MEmYII $fNWO fa MxRf11Y AOQI. l 9WL H ixW C£Ma1E0 MQ6f,W STW 4 RfNFD w mlIaM1E0 W WHMEWTA ggA EECBmS 1&N 11Mlxil mm. M RNLI 14T KT 6 ML W4 aN11WS 9Wl H um Bn Wx YE/5 x/ YIYLLYh.'aNI. N1M/m' mLy Lm L 9. FahK S auFA M'IX WxfN r/ uMoscmE INW Y W4 gAYNIG MICS N4 M0 NL M UMM M , CIXQSD. 11a-RMSD YEfJD.U61aE r/ IfIM a 11� .RK. M4LY Plmt m IW .M Mm RYTF M )ARA TWI M3 R n. w wnaTc IIYY)MA' MIO Yesual rsTEII swl A IFmM NY Y6wlm a w IRIER MewMo CaRtCIQI. mQYYYIE 9EnE looms Ma wTMLAnors M wEwm a MEx a mCMI mL Ia I a E fX,flE m CE MC CTAT EQY. EPE SYm. 2Y E YIIB NIIM Aa 'HE fFllQOF ml Q.BC iNm Mm 1 IB. C! fAIEE pJNS LFWYC 91 MYTa PER 9}YAE fC0( T4a44T YIIO RID M lIP 6" Q 91.1 T MIIn1ElQC. 1. flPM( fE[ 1/IE 9A6 51EpRD a LYE WAiWl z w<TraQl maw AAYs m amw u 9oN nE Mas um Huls Q na QTrE RMQW IIY><rlRRc mmAnm m Ilu Yu1611YM6 M Imo-aAw ro PUMIw3 L sm xE omuYm IAM 4. nYR aEa Y� Fllm IAM s stE IoM12 aY oEaYm Fn�ArYm YEDINATJI umalo aaQrs STONE CREEK OFFICE GROUP; LLC 11156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mma en sR Rx vamuN .R.. �. xlM ......sa. 1 I4AHa mQY >wu l,e; rlw 9SQYA1n m man Ort P1mx® A . m wow . QEQ 9rEA.eQL Mm wu 1 w A mY I¢IDED MQNRQ umw M W$QMSLITQ YRE911I. .p w} YDL Rr v. YWNR IM74 RE xartn 9RI 9 omm nE MIIIAm /M QMD6 Q MR RSRCIM 16RQ(XIS Q 4MM U 9Wl'MCE RE. I.w. SnMM YO wWA P♦gRM➢ ImNi MSIOL LQM®n5 Q M utgfD N]YLMIS 14 f60QY11 DUE 1 wr9y1IN N6I i.IERMIY YDM 19ER RY®L OgpYM m!I R SCbTb OFQIDR Y/ffJB DO uLO Ivwnw Qvnmr. wBMWw.WmIQrc Ra LANDSCAPE PLAN CITY SUBMITTAL N (f) All aanxao APr Ro wra row Plln1) wR B' CLMC. BIR% l/r w a l IR' PID RCfSAs Pa wR P+E BRrs PWRLf rM va1 ♦r cart w closet um and nenoE mo Aar Eun iaura r w stet �, - Pwnm B' P. PP[ LtlIWm [MR1E KLM 5E1 W WM 4 r ]•-4• ara winE. moo -o' 1MA aaroE PYII oa« Aua GED PIAN ® TRASH ENCLOSURE wIt A T .W .r R IAIXl. WMw IAPI to m L PgT1R Pm .MFnaww SYrw'l N F/aI R9JMim SiML mwlEv suMl x ANL. yl P6 TOM Y WADA ACCESSIBLE PARKING SYMBOL Au I/.. = L_P. (z)A ACCESSIBLE CURBING DETAIL aCE. 4 "A I/: Al V/ $/1, PPR Pw.-r mM (mv) ,/: w EwEt mu- r IPcsn x vsi ./ s/Ir r®E w- S tort (Pav7 PRM rf(M MWtS m •—• �Allllll I' IPIE'�' IIIA _ 'I � L 4 _ _ — _ A p— L o — _ — — J aanxao APr Ro wra row Plln1) wR B' CLMC. BIR% l/r w a l IR' PID RCfSAs Pa wR P+E BRrs PWRLf rM va1 ♦r cart w closet um and nenoE mo Aar Eun iaura r w stet �, - Pwnm B' P. PP[ LtlIWm [MR1E KLM 5E1 W WM 4 r ]•-4• ara winE. moo -o' 1MA aaroE PYII oa« Aua GED PIAN ® TRASH ENCLOSURE wIt A T .W .r R IAIXl. WMw IAPI to m L PgT1R Pm .MFnaww SYrw'l N F/aI R9JMim SiML mwlEv suMl x ANL. yl P6 TOM Y WADA ACCESSIBLE PARKING SYMBOL Au I/.. = L_P. (z)A ACCESSIBLE CURBING DETAIL aCE. 4 "A I/: Al V/ $/1, PPR Pw.-r mM (mv) ,/: w EwEt mu- r IPcsn x vsi ./ s/Ir r®E w- S tort (Pav7 PRM rf(M MWtS m TRASH ENCLOSURE ELEVATION 1/4._V. STONE CREEK TOWN OFFICES i1 r� SITE SIGN 3/.- = "-o- s- Ria ImEac, ro R aMPPL PESW[ 9l8 _ _ ,�, i BWlN6. MY5 9II5 P 1C Ro .wco ooaaoo, s¢ Pm N� my RNB aEc 740 R/[m N SR 6 P.IxC. ilR(x VRA MO a 0 kow (AI ,(jn, CMPP N M 9xP/S) 9�pV/(lf`'Y�Q N (911IX u115. l✓C uM TO R ox,, ll, fi (w l,l,olE Bial Pete Mov Isa cavonnv 4M PIlW45) •m�mte W.m+J. MECHANICAL SCREENING DETAIL . ADA ACCESSIBLE PARKING SIGNAGE A13 I/4 = I' -P' Ala Vr NOT USED NOT USED TYPICAL LANDSCAPING DETAIL O BUILDING FRONTS I/B' = 1 -o- STONE CREEK OFFICE CROUP, LLC 6156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Men Hansen Om Nrltlfeclwa' Grwp Ilnv"'va °" ac�xm» I IEavr elm rtnr lM PW, saoPrrrPx w Ryna ws WEPixo a w w uow w REn PREasa4 xN Err I w . w. Im®!Mn[cl u¢v M WS R M Srp[ 6 rx1E9[r Y 1W IYYVmI. EmraMl xvER 10074 ➢E MIINI(Cf 9W1 H ROID M.VIROS NO AIE.6 a ITER IRPmItE I6'IgYEN15 p! SpMZ .VO 9Wl Rlw Ml fOYG W. $PIYfPR Il0 OIIHA 1®Ae aal5, rmIAG tlY(SIIB P M NIN.IE➢ w]YFMIS M BnG1D11M WF 1On Pl.IPN 4101 flpER 1.1d: OIOXICYA aav By v.Arm oacco w^ sEArm ce � 4204 m4rnw REnarr: esu LANDSCAPE, SIGNAGE&TRASH ENCLOSURE DETAILS CITY SUBMITTAL A1.2 •—• �Allllll I' IPIE'�' IIIA _ 'I I IIS ii t pilli TRASH ENCLOSURE ELEVATION 1/4._V. STONE CREEK TOWN OFFICES i1 r� SITE SIGN 3/.- = "-o- s- Ria ImEac, ro R aMPPL PESW[ 9l8 _ _ ,�, i BWlN6. MY5 9II5 P 1C Ro .wco ooaaoo, s¢ Pm N� my RNB aEc 740 R/[m N SR 6 P.IxC. ilR(x VRA MO a 0 kow (AI ,(jn, CMPP N M 9xP/S) 9�pV/(lf`'Y�Q N (911IX u115. l✓C uM TO R ox,, ll, fi (w l,l,olE Bial Pete Mov Isa cavonnv 4M PIlW45) •m�mte W.m+J. MECHANICAL SCREENING DETAIL . ADA ACCESSIBLE PARKING SIGNAGE A13 I/4 = I' -P' Ala Vr NOT USED NOT USED TYPICAL LANDSCAPING DETAIL O BUILDING FRONTS I/B' = 1 -o- STONE CREEK OFFICE CROUP, LLC 6156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Men Hansen Om Nrltlfeclwa' Grwp Ilnv"'va °" ac�xm» I IEavr elm rtnr lM PW, saoPrrrPx w Ryna ws WEPixo a w w uow w REn PREasa4 xN Err I w . w. Im®!Mn[cl u¢v M WS R M Srp[ 6 rx1E9[r Y 1W IYYVmI. EmraMl xvER 10074 ➢E MIINI(Cf 9W1 H ROID M.VIROS NO AIE.6 a ITER IRPmItE I6'IgYEN15 p! SpMZ .VO 9Wl Rlw Ml fOYG W. $PIYfPR Il0 OIIHA 1®Ae aal5, rmIAG tlY(SIIB P M NIN.IE➢ w]YFMIS M BnG1D11M WF 1On Pl.IPN 4101 flpER 1.1d: OIOXICYA aav By v.Arm oacco w^ sEArm ce � 4204 m4rnw REnarr: esu LANDSCAPE, SIGNAGE&TRASH ENCLOSURE DETAILS CITY SUBMITTAL A1.2 L b b b b b m b b b n• b b L b b L b b m b a• b m h• b n• b h• L b ep m e. b hR b L L n• b n• b m b n• ep b b b b b 4 m b b 4 m b b •• L m L L m b u L L L 4 m u m u L L L L L L L L L L 51 u L L u i. L L m L • b L L b L L PR2632-M L L L L L OUYet4n resits s.czn er tlb rp�up pezgn zn eow m protect pvzrrterz VaWea to Nutl Lpntnp uses ., can)nctbr NN IuioYe test QroreMes ctrvLC40 W!e IJvatr/] [mJtbec Ktwl Qp,IKt CprMtbes ifferYy fron tlrtze mean pn.eNwz ror .ff.[< faw r.»It: >r. o.[toer n ...pv.mre i� verNYYq CWYrce NM anY Wsrr^L,e Nectri[J. pphtYg, a ower cwle. MINTAINEO Fm,CAN➢LES SHAW AT 6RAUIE µrer't sue..nr' Prp eco Nr ere C Mn LUM Xe,. Ilea/1•r� .'ED NdA B3I 1J OP Ym 621 LunYroFe SCHedde L hr b i, U i. m b L L L b m Pro c0 NI Pro tz S nealI ay Leta U+nerrs ELF 2eu tkn 9 PI 29]00 2000 PWM6 N L320z PSMx) 4 P2 29]W 0800 2 . PIt2632-M f32Pz PS>W) U i. b 1+ 1. L L L L L b b b b mxn 1Oe" L L b L L u L m L L L L L b 4 L L L L 1. L L L L 12 U b L L b b b 5s b h. 64 b 4 b L L L L 4 L 1H L L s n Iz L U U 1. U b 11 i, 19 }. 1. 4 t. I b L L L b ruL Kra+. zs L L L L b L L b 5. 417 m L L k+ a b 1. 1s b U 13 LJ )+ 1+ L b b L L L L L L L L L h.• L. is 1z h, + i Lz h+ L b b b L L e b b L L L L 1. a 1.7 h, L L. L L L L a v L 4 L L L L b 4 f+ 5> L L b b L 4 b L L iz L L 1s L L b L b b L 4 L L L 4 ,A L !, b b b L L L b L 4 1 IH a 4 b L a] il U 1. ez b .a 1. } L b L L b 4 b 4 L L L L 11 U 1. 1. U u 4 t> b L 1z U L b t• b L b }a T i J m L L L b L b t• i• L L L b L L L b L t, L1. h IA b U L L L L b b L u L L L L L L L L b 17 v U b b L b m b b L L L b hp 11 i, b 1, , L b L L L b b b m b b L L L m L L b 4 L b U m z4 1 L 1, L3 h, b b b b L b L L L L L IN L L L L U L as 1 L U 4 b L 4 L 4 b L L 4 L 4 L 1. L L L m L l+ a1 U 4L m L> 1, t. U 1, b 1+ L. L b L L 4 4 L L b L L L 1. L 4 L, L L L L L L L b b L 4 L L b L L 4z L b t] 4, L U L i U U + L , 1. L 1, L L L L L L b b L L P PARKING LOT arar L L L L 1. L L m b u L L 1. L b k. +J] b L 1. L b U , b h. 4 b L L b L L b 4 L L L L L 4 L L L 4 N1./N . W.H. FO Average =L% L L L L L L L L m 4 L b b L L 1. /Gi L L \ m Va i• L L 4 4 L L L L L 4 L L L L L L 4 4 L 4 L L L L L L Pvp]Wn RotW633 L L 4 No.]w. R.to•z!6] 4 L L 4 L 4 4 L L 4 L b m m L L TUV195 L L b L 4 b L 4 L L L 4 IPI4K.�IMeYL40p0eY LYNF eP1.K�IPNlle6A0NINATIBe ' v 71 IV. -W im R U U D LIGHTING 800.236.7000 IISA <eearwWI hN &con) WU71.1991 CAN 0^43/31/84 Scnle� I'=.b I Er,, r n Erfc ft, e.tr Project None, CHANHASSEN TOWN ()FFICES Renona vnCo \ \p11T\4p33NpIEOtn32 OUYet4n resits s.czn er tlb rp�up pezgn zn eow m protect pvzrrterz VaWea to Nutl Lpntnp uses ., can)nctbr NN IuioYe test QroreMes ctrvLC40 W!e IJvatr/] [mJtbec Ktwl Qp,IKt CprMtbes ifferYy fron tlrtze mean pn.eNwz ror .ff.[< faw r.»It: >r. o.[toer n ...pv.mre i� verNYYq CWYrce NM anY Wsrr^L,e Nectri[J. pphtYg, a ower cwle. MINTAINEO Fm,CAN➢LES SHAW AT 6RAUIE µrer't sue..nr' Prp eco Nr ere C Mn LUM Xe,. Ilea/1•r� .'ED NdA B3I 1J OP Ym 621 LunYroFe SCHedde L hr b i, U i. m b L L L b m Pro c0 NI Pro tz S nealI ay Leta U+nerrs ELF 2eu tkn 9 PI 29]00 2000 PWM6 N L320z PSMx) 4 P2 29]W 0800 2 . PIt2632-M f32Pz PS>W) b b b L L 51 L L L L L L L L L L m L b A001TIfCK EQUIPMENT. (9) SP502B] POLES PRES ON FOR 100 MPH $ll$TAINEO V1xOS WITH SPECIFIED EQUIPMENT TAINED WIDZ,IND W TH m b b b b L b b b b b L L L L L L 4 L IPI4K.�IMeYL40p0eY LYNF eP1.K�IPNlle6A0NINATIBe ' v 71 IV. -W im R U U D LIGHTING 800.236.7000 IISA <eearwWI hN &con) WU71.1991 CAN 0^43/31/84 Scnle� I'=.b I Er,, r n Erfc ft, e.tr Project None, CHANHASSEN TOWN ()FFICES Renona vnCo \ \p11T\4p33NpIEOtn32 OUYet4n resits s.czn er tlb rp�up pezgn zn eow m protect pvzrrterz VaWea to Nutl Lpntnp uses ., can)nctbr NN IuioYe test QroreMes ctrvLC40 W!e IJvatr/] [mJtbec Ktwl Qp,IKt CprMtbes ifferYy fron tlrtze mean pn.eNwz ror .ff.[< faw r.»It: >r. o.[toer n ...pv.mre i� verNYYq CWYrce NM anY Wsrr^L,e Nectri[J. pphtYg, a ower cwle. MINTAINEO Fm,CAN➢LES SHAW AT 6RAUIE µrer't sue..nr' Prp eco Nr ere C Mn LUM Xe,. Ilea/1•r� .'ED NdA B3I 1J OP Ym 621 STONE CREEK OFFICE GROUP, LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mohegan Harken An;Neace,wl G)ay scan I[ m u m APLxrsar u. Mtl A w 1 wr1 u¢s srmmCLr N.ax n[ Jx a nE uE a �u qlp Yple6,ll M cosR.tmn NbFP. 18]74 >K xr,•Rn swL r amm TrE NRNzs NO CM66TQ ImfdM •6Tmpl1$!( 4T1Q Yp 9Wl Hi)M NL ml•u w. m5)w•v NO anu RVLm THE A +nrYrc OTNNISu •nmcp pon•p¢ la. oLsaomA 2pE +arAeiIX .a1. L mEIYLM1 +reM NCKIIm®L •4iW ®� f: H1EVD 00f09r: SFAff!$ 2W: YLp faINIFR WFPfAf oumsm 7DJe,maeLx]M 9s SITE PHOTOMETRIC PLAN CITY SUBMITTAL I A1.3 LOWER LEVEL FLOOR PLAN Alt r/e- = I• -a• UPPER LEVEL FLOOR PLAN In- - v SHEET NOTES I. rix xrsim rte IQIOi1'Y WI NGV06 Aa vEl®6 W i Rlfil�m n ionxt m uwrs to eA16 [ml SW fiwt eR15 m E axoePm nn aLr ei we ? iplgxL wf Lonl¢ KEY NOTES Oi emc tons -st xnam aAa our ne16 rax sea rocaal6 �ZIMAIN LEVEL FLOOR PLAN Axl lie- = ro re � L� 11114 0 - nmuuni . U4 Di � Erol fi vxEllx. Kw. amw —1-- UPPER LEVEL FLOOR PLAN In- - v SHEET NOTES I. rix xrsim rte IQIOi1'Y WI NGV06 Aa vEl®6 W i Rlfil�m n ionxt m uwrs to eA16 [ml SW fiwt eR15 m E axoePm nn aLr ei we ? iplgxL wf Lonl¢ KEY NOTES Oi emc tons -st xnam aAa our ne16 rax sea rocaal6 �ZIMAIN LEVEL FLOOR PLAN Axl lie- = ro QROOF PLAN Asl r/e• . .I. STONE CREEK OFFICE GROUP, LLC 81% MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mohegan Hansen ArcrrdrrxKl,rer M rno r 1 xomn Mxev Mr ra aw, ssrrarrvce ce erren ra Mrum xr uA m oaM sv[ncet no .our `rrxs<o eluul[M uax M WS R M PnR Q uxSyne 1CW ItlWfFM..W xmlmnrl xullax IW74 M IA011CM 5W1 R ROfD M X11106 AW AMPS U MR P6A[AC cS11WFNR Of 44.YE .YO 9WL I6rM Ml COWMI W. 51.1MGY x0 OINW x�sem RGIS MLl1IX 0.Y10}IR V M N1bd1 TLIxpIS 10 oISMIFlOI a.A 1(Omenu iMl i ®IF9I.REl YBOI olrx . axc TRIPLE 48'-0" WALK OUT PLANS CITY SUBMITTAL A2.1 re � L� U4 Di � Erol fi vxEllx. Kw. amw —1-- ---F ----' I a M ax - II I w m wl I i/m 6 mraxm.[x[o mm, rad w l t d xx I lod I - tFM6 m. I i II SII o I II I� I �xace tors lW.l Ix 90 F I If I I II I ' ' --i--= ----------1---- trims wrm nP 9a(N IB' W Wll M NN6UR taGiMM CMTxWS InIXi toll 0 N1'hA1. W1I i WO1L Mt4 MIO R1X CMYI06 QROOF PLAN Asl r/e• . .I. STONE CREEK OFFICE GROUP, LLC 81% MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mohegan Hansen ArcrrdrrxKl,rer M rno r 1 xomn Mxev Mr ra aw, ssrrarrvce ce erren ra Mrum xr uA m oaM sv[ncet no .our `rrxs<o eluul[M uax M WS R M PnR Q uxSyne 1CW ItlWfFM..W xmlmnrl xullax IW74 M IA011CM 5W1 R ROfD M X11106 AW AMPS U MR P6A[AC cS11WFNR Of 44.YE .YO 9WL I6rM Ml COWMI W. 51.1MGY x0 OINW x�sem RGIS MLl1IX 0.Y10}IR V M N1bd1 TLIxpIS 10 oISMIFlOI a.A 1(Omenu iMl i ®IF9I.REl YBOI olrx . axc TRIPLE 48'-0" WALK OUT PLANS CITY SUBMITTAL A2.1 Al .Vl 0.M9.t111 LCGIR6 I iiii No= i 111 iii 1 iii II WWI ED �� ir►�ii ir�ii �� �� . ii�ii _- REAR ELEVATION I/R- = I -D- ILI] AW VL] 911ib FHA Cf1ERf YW' � - 6 j PIY11m FYIWOII COVOSIIE lMl RliartD S1D`C _ nxn aD Hart -I: ID a DErtwnHo- ur[Rwl[ �4 rw exx ® Rlnns mwF iD a aAHam 61] � �. Aff1P11 LN]ES i jQ .6: 14 PfO-1 PC -1 D]PlmlE 11LI IDR [aW) RAaf LO eE D[16yIfD 1 e/ MR16 1C-1 PIFV61 qM• C yLLS: SIW45 t 43C5 GFR � gatBiq C0.a( i0 a [[l[RIPLD NyWY m..HW15 PMllm Rliq}I awaAlE lAV TO a awc e —� l Pus¢�ifi�z-.x.._� � ; orrlorAla vora 6pIp1Nt sx]z.A� oPlanu z1aRAa rem azaA vocc ®e P4U9 9LL wo M cuzum snnE -nc e u xlirw aalHans sow<Fz¢ an xn ex -rxuu snAw aDDa Q.P a 4a m+) 11rP a ucx moRl Al Nl WN6V11 tDGT]IS {SS lElpt l/A].} 6' Px u EMAT COIRT[ MI In a mars a FRODRs Y_ ------------------------------ 'Y_________________--------- d-- ELEVATION _ QFRONT Al .Vl 0.M9.t111 LCGIR6 I iiii No= i 111 iii 1 iii II WWI ED �� ir►�ii ir�ii �� �� . ii�ii _- REAR ELEVATION I/R- = I -D- ILI] AW VL] 911ib FHA Cf1ERf YW' � - 6 j PIY11m FYIWOII COVOSIIE lMl RliartD S1D`C _ nxn aD Hart -I: ID a DErtwnHo- ur[Rwl[ m rw exx ® Rlnns mwF iD a aAHam RaGSf $LL RIM ffl[CI QM'LLL LR jQ YWF. FM $IQ4YS k Wn41AlXRl ICOIIMIIMS PfO-1 PC -1 D]PlmlE 11LI IDR [aW) RAaf LO eE D[16yIfD ASRWI 9YfifS CD(IAM® NYHILMS svnu. mw ro H aiFawm 1C-1 PIFV61 qM• C yLLS: SIW45 t 43C5 GFR 6-1 gatBiq C0.a( i0 a [[l[RIPLD NyWY m..HW15 6" PMIm DIIflaR TO a awc e —� l Pus¢�ifi�z-.x.._� � ; Ar Az DOAIH'G11 IDPAnaxs LEVATION �i1 SIDE Er-D- 41. mz a i �LA•vA Im L -T, Po -91 . LOP 6 MwIFn fXlFsllR -------t-- ret. aevaocs ��SIDE ELEVATION EXTERIOR MATERIALS �-1 nxn aD Hart -I: ID a DErtwnHo- ur[Rwl[ rw exx A.419[o 4. Swill. FA Rlnns mwF iD a aAHam f8R QYLM Y.4: Yl4S XMiIE RAAxA]$ RIM ffl[CI QM'LLL LR 6 m91a IRE QIpY fi a o[l[MMD' K RLI[R i0 C YWF. FM $IQ4YS k Wn41AlXRl ICOIIMIIMS PfO-1 MR YN 1FF -5/1' PIMI[D MAYO FYIpTP D]PlmlE 11LI IDR [aW) RAaf LO eE D[16yIfD ASRWI 9YfifS CD(IAM® NYHILMS svnu. mw ro H aiFawm 1C-1 PIFV61 qM• C yLLS: SIW45 t 43C5 GFR gatBiq C0.a( i0 a [[l[RIPLD q FH1mA4 CalY6 PIMN io wla TO a awc e l Pus¢�ifi�z-.x.._� q1 I�nMm anv Faec --Ei�T— nlsl[ wv Gia 1D6 W: P. UNIT SIGN / LIGHT DETAIL HDR OR R14RYfM DBA RBI TM IfFM1IC IFIER 9xB11D NLY R Mal1R L000 1' -IG SfE'fICN pM1A:R s TYP. y ID SIGN STONE CREEK OFFICE GROUP, LLC 81% MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Men Han9 Hansen MNf G.W Getup I wem aFm mr nis Pur. $R6GIM W IERPI MS 1N➢IId➢ RI 'I Irt a tsw n asn 9.YTRKnn nw I w A aAr taxs[D IFcwrtV u1aR M I.VS a M 4.I[ a YMS91M I IaIO R6.VDl. [mIMRw IIwaR 19074 M .annen alRx a aom M eRInR6 I uo oxxFx a Ma msRcac slRRcxrs a zona uR swz HIM /LL fWY w. SUNIM ue DMF mns .nets avnealls a M PW(O RGIIIfX15. s �mA mn . n1Y9M1iN NM i nRE9D111M V6M PIOEt11GxaR wo'iW aM Bx PG aFaeo a.: srAzrm DDE NM NWIEY DMC1aM1 WNCUTDIROwLUIY 9.! TRIPLE 48'-0" WALK OUT ELEVATIONS CITY SUBMITTAL A2.2 SHEET NOTES 1. mA x3laa Yo imwrn WoJ 10MIJe Ye ap®le w H RRsem a Aaaw un u,a2 lY W1S ftr1N sla Zst rus W H ofwveo YD oa n Ilf u AII.ae'L eR ueau¢ QLOWER LEVEL FLOOR PLAN IId II4 IId IId II4 ry S4 lf-r Y -f' MAIN II4 S -Y N' -r S -Y II4 Ir -v B'4 3'-Y lY-A• 3'-Y 3'-0" tr-0" Y4 3'-r ffK' Y -r BV Ir -T ra" Ird leL lr-0•w 'P Y b T-0 4.-0. r-.• Tc e! .-- 777 di rN' W -r r-" r -T c- Y -f 9'-r r -r r -r Il.d Y -r 7- it -r r -Y "'- �Yd f -Y N' -C f -S d e -Y H -C '-Y A`-Y77--"'- - MAIN LEVEL FLOOR PLAN ,/e' - "-o- 'NOTES enc ars -m Yleen emn an ruxs ra+ rw ,aumia STONE CREEK OFFICE GROUP, LLC 8156 MALLORY COURT CHANHASSM MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Men Hansen NOW Ncnttecruwl Www+ vve y.`wA,mm sa a �xmm ewn wn� vn sr[auw. w emvr av vmY® er r a vao n ama sflwaw. arc >xa i a .our im¢o enoAce vac= n[ urs v � sYc a aAmu f mO mAiac gmmml e� IW74 >� xolee svu a omim>r Wma xY eNus o ,r. �cn.3 Y.a..ms o 3FRM2 eo wu a,YI .. m.Wl u.. suvnen Yo ona 1®t.4a CIR AIOr 1V9J113 6 AE MMm tldO11S p. f6e91MN MIT l cn n NYl lmwuwrr Yea No61 eYD[ otaaw ma a a¢ ee>®m srurm p@ YLOI NInIeR deCltlrt' PYWY>1W3W�IY 9e FIVE 48'-0" WALK OUT PLANS CITY SUBMITTAL. A2.3 UPPER LEVEL FLOOR PLAN ,n. = ,.-w rmaa a ,6' WErN uVu. p R M D119P0 ILGM ) __________ Z__ —T- ___._------ I___ I _____ i___f ____T_—_—__—i____ I _____ I ----T I. 1. I. I �i s6F'I 3 9ai It 13 i � I �1. � I ll I I I YYflI CP FWf II I 1 it I I 11 1 I ;{1 I I wrtw Ip m� ! I ue lO Wll VI i I I I jl I I II , I .ail I I IR M. a-0' I- I I' uv. I � I I i0'Jf i I O' -P MM I I l0'4 I I 1 w 1 I O .I I pd w l I I 1 I leor �[xrs is I II II � I II 1 II I yy%TII 10 ^ N q y{/� _ ❑ ❑ I �M� 4rec 13 i %W 6/12 ' I j1 II 1- 11 1 � Vi _ mRMe161m¢.nn ROOF PLAN wRrR ¢ e runt sew e' uR R.0 e Ni NR1. tW/ �6' Ne31X. xW. PRIW RJl' 2xLv1�G6 TY. OOe6wn IOUIprs SHEET NOTES 1. n 1F.91boll m atMwe m waioa xo mm¢ w a ¢Iw.m a maM un uMuls .. Mus � sue arcus w c 0!]W1kD MIO 9Ml M IIYC a I�ql � I,Oi011li KEY NOTES lO AM M -W MRPotlt 9M➢ M R M Rql IOWY6 STONE CREEK OFFICE GROUP, LLC 8156 MALLORY COURT OiANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA MrMohegan MA I Hensen ArcH3ecNiOl Giolm .... r, M:� ...%.+..gym.. i Iumr deln rwl n¢ ww srtacMv a awRl urs RlaoMm u. uc a um ur oleo Yvmrslo+_ Mo ➢lV I Y 1 Mf Im® MpIIFQ VIFre M VR Q M SYl[ K uxfSOP 1d1Y Wem(M I(o5t,unpx w x 1174 M /N9rtR SIWI a RFIfD M Nlled MD CIIL6 fY MY 44fCIM MIMMEMIS C3 YME MO 9MLL #iW /LL ¢YMx W. SUNItlM u0 OMR Ie,wep aMls. .nose mnmwrs v M .11.lptfl ffdREMIS 16 (6LP�XW MR lOIv9M1IM MLW I N1sAMRM YOG w,ha MMMe p.sa0 :. R1: YIEim MiIO. LVIa� Orttl� WB.IOWUAA®'AIY MA FIVE W -Ow WALK OUT PLANS CITY SUBMITTAL A2.4 N NYMY flFp. � 6BIR15 m6mlC MI fB[R m6M 91R4 mw RE oanRSo 9oxB -Nl. 0KK% AplMn 9N'16 NIWMLV fA9L. •� GMEPS MWI[o Ex1em1 mF6IE MI n'ER C[I6M1 9aR P.VII♦D IXIpO [OIIRTI[ M PI6V.4 R OAR4o S11N -Nr as ASRVLT m MfR [fYlrt NYWIY ORIIRD 61CRF NT. a4T MCLS! 9LL �, 11 11 11 11 I�ii� I; 11 11 11_��m Iro- • 1•d SIDE ELEVATION MID ra EXTERIOR MATERIALS 3e Bvrt 6Bm f 0.UIRD AtlIC-1.- W a a1nYo]F N1EbMlF lMOf4 9]N2 nv a vcR OA'R) -9x RI/L U/B] i L m ®I. R m (EIR a naI WF) E elft :/ul anlms cnaR ro a ¢naeFD ® r w Rloml armnc . m. 6 oma • .Rlm.i -IWIf4 %.WI 41ER CfCNWI dl [aMl. 6' FATAIE fpal W BC R1FaMfD. AiFA W eN6r Im sTaa6E ..e=Nu,u� aa.6uw: � FRONT ELEVATION slat IPA 1fC -5/t YMllm M.iY R1ERaf mwmE M1 (a E666) m,w T6 s BnBReRm cnuw RAE 9w6aL m6R m a 6EBEaPEo R-1 %EGS, (pG Y 9 6 955 ftR ow6M$ UUR W BE al[m.Im 2 - caaR to a onmw mn n wux s uwr,aN MKTLS, ]61-424-B21] 612 i 612 E w.w IT ----—'. _._-_- 11 ug ---im -:— ._---___- �, 11 11 11 11 I�ii� I; 11 11 11_��m Iro- • 1•d SIDE ELEVATION MID ra EXTERIOR MATERIALS ® 0.UIRD AtlIC-1.- W a a1nYo]F N1EbMlF FM Rax, NEiM9E0 NIYRN 9%'MI, fA6q anlms cnaR ro a ¢naeFD ® f6FR RLM! 9LNC: Wl•S IWIpF PAOOIL3 -IWIf4 %.WI 41ER CfCNWI dl [aMl. 6' FATAIE fpal W BC R1FaMfD. AiFA W eN6r Im sTaa6E ..e=Nu,u� aa.6uw: VI -1 slat IPA 1fC -5/t YMllm M.iY R1ERaf mwmE M1 (a E666) m,w T6 s BnBReRm cnuw RAE 9w6aL m6R m a 6EBEaPEo R-1 %EGS, (pG Y 9 6 955 ftR ow6M$ UUR W BE al[m.Im � vRA9na: ,xcRawa mare vrwrtB To wTBx caaR to a onmw mn n wux s uwr,aN MKTLS, ]61-424-B21] STONE CREEK OFFICE GROUP, LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA MHansen Hansen M h re r Gop i Xff[BI RAaY Ml 115 YiM'. A[a1GIIM W ISNR! YS RKVANo A If aR M A aQn 96LRNSa1. MO >w 1 w m+, u¢x9n .IaRaa un. us a M sort a wesoa x mm Rgwo1, x RE6a2a6M N6� 180]1 M NMRn 9Ml BE ®lD M .VB06 u0 01(16 a Mf 1®ICIIL M1MxO115 R SEIM2 M19W1 R01 Nl RY0119. SYN1aR IM OINR Rrswm ean6 1a1uc mmmns a M NYam vO6E1ni 1U. OBWPms O1R 1 CBT9�o10 Y!M l aa1B91.L0 YMI flOFR Y}mL OIGW m.16F PC O[WD 6r YRTID FIVE 48'•0' WALK OUT ELEVATIONS CITY SUBMITTAL A2.5 UPPER LEVEL FLOOR PIAN Ile - Ib SHEET NOTES I. r IasMaou na m[ w x MG " m .s to m ml o m wruva . "w Au w u 5 m Sw .ALLs TO & pl[MYJEp Mp 9 7 AT W T MMM lWl urONS KEY NOTES O MIIC ILS -4F N10.%R NlY WI RM5 fPf 4Wl lCG1CM 0TN LEVEL FLOOR PLAN _ _______ a- O saln m Imm Inlw lo' a i -':i 1:� unman I� ulFm I>a-w I I -._j II z I I II IId I il�I� x f f/R 1 I I I I II II I I» I� MWm wI ROOF PLAN I/9- a I'-0- IF — uc m ru atax _. Y12/121 1 rm. oaWsvort sacro �6- Afff91.MW. O.Illm ------------ I II I �I I I! x boo❑ ~ aarra SItlf1D 19• m IIM i1V [q YCN LOGM s M utx1. WALL/ a- IWIM uw. om[n mar cmalas MGT[s uA:.. Wa. 9nla STONE CREEK OFFICE GROUP, LLC 816 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mohagen Hansen ilrcl1lxecNlal Group I.n rM..Mr r, m � Mmr msrr INV ra nw m[orruox a Issam rs Mevum ar 1[ m uAM n uecl sF[e+6L16 A1n TIMI I W A p0.Y IL9® MUNFR lMA M IMS O` M Sdrt R WME/JIA �1 ICOa •01xQll IEtalwmlla116R w, M !FOUiF[f 9Mt R [mm M N119b INJ L�XW[ If MR IrSGE[M MSINYMIS m SLPII Aye 9WL AFi/JI ILL ftlYCM W. $YMCR! MU OIIG IFsgtm ®11S NllOf CmIrM6 6 M V Wm �fS R RMPIYI MR t �IY91YIVl .Ild x OIY Q-9.EaRK YM'W FRIFLT Ma®G o10NA ' oar r olc ' bf� R YAnM one Wlo. oawlm oWClan: waMenuaw�mry TRIPLE 48'-0" SLAB ON GRADE PLANS CITY SUBMITTAL A2.6 •1 FRONT ELEVATION 1/6- = 1'-Y- EXTERIOR MATERIALS ce-1 uuum sla[-r: ro a Rlienal- 4hwxY[ wv au lnx-r: w6aBN Auwr 5�1. [nIDl artms cnw ro e amanm ® mx aYar sac: .••a, x,.®a axwtt.'rs ai,xx min nnNnLL ce rwa. 6- s' avrexx caw ro az �rrcY. xirtx TO YrN[. vce srwxx a uslxuxriox xiw[evoas N-1 11N: YM lEG -SIx' FMrlro 1PGlF0 fXIWw OWSIR MII (w EgYI) Mw 10 FL •I wrcwxiY ewwr s.xuc¢ mnxn® ararioexrt I sao,[. mw ro a e�wnl[Y x -r vlEcm wc. sui vw6 a 9II2 rtx owrxA cace ,o a mFanm nukes rstAaass mw[s wwrtY ro wrw mwro a rcrn mea .l wntavi Mslq nYxfx-am iiiii ■ iiiii 111 iiiii ■ iiiii �1 iiiii ■iiiii j v EXTERIOR MATERIALS ce-1 uuum sla[-r: ro a Rlienal- 4hwxY[ wv au lnx-r: w6aBN Auwr 5�1. [nIDl artms cnw ro e amanm ® mx aYar sac: .••a, x,.®a axwtt.'rs ai,xx min nnNnLL ce rwa. 6- s' avrexx caw ro az �rrcY. xirtx TO YrN[. vce srwxx a uslxuxriox xiw[evoas N-1 11N: YM lEG -SIx' FMrlro 1PGlF0 fXIWw OWSIR MII (w EgYI) Mw 10 FL •I wrcwxiY ewwr s.xuc¢ mnxn® ararioexrt I sao,[. mw ro a e�wnl[Y x -r vlEcm wc. sui vw6 a 9II2 rtx owrxA cace ,o a mFanm nukes rstAaass mw[s wwrtY ro wrw mwro a rcrn mea .l wntavi Mslq nYxfx-am STONE CREEK OEHCE CROUP, LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mohegan Hansen ArWleccual ON saa �m.,ano i I¢.aer urtnr nxr ra ww, sxalcxnce a amm .xs Pavx® a xc w uan n wen su<xxsa. Yo nw I w AMY un¢n xo[rta uux 11E 1.�$ 6 M 4UC 6 WfIDfA Am 19Y01 Q61b➢a naaE W74 AW M M[Rn Ywt a 0mm M YrtN3 Yo a.xos a r�rx nsx[osl .mw�wls w siw¢ Yo sal [nx. AYa�x nsmwD nuns. avlac wratsns a rxi anrom wcu[xis xn. rcxlwna a,[ laR9 NM1x 1 g11[4MGl Y6d neer n[m am�oa. _ _ a a< nmID R SI.IEIA UnF: NM 0•WIG afCM: ONEVMLf WP�AIY A.O TRIPLE 48'-0" SLAB ON GRADE ELEVATIONS CITY SUBMITTAL A27 •I I STONE CREEK OEHCE CROUP, LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mohegan Hansen ArWleccual ON saa �m.,ano i I¢.aer urtnr nxr ra ww, sxalcxnce a amm .xs Pavx® a xc w uan n wen su<xxsa. Yo nw I w AMY un¢n xo[rta uux 11E 1.�$ 6 M 4UC 6 WfIDfA Am 19Y01 Q61b➢a naaE W74 AW M M[Rn Ywt a 0mm M YrtN3 Yo a.xos a r�rx nsx[osl .mw�wls w siw¢ Yo sal [nx. AYa�x nsmwD nuns. avlac wratsns a rxi anrom wcu[xis xn. rcxlwna a,[ laR9 NM1x 1 g11[4MGl Y6d neer n[m am�oa. _ _ a a< nmID R SI.IEIA UnF: NM 0•WIG afCM: ONEVMLf WP�AIY A.O TRIPLE 48'-0" SLAB ON GRADE ELEVATIONS CITY SUBMITTAL A27 STONE CREEK TOWN OFFICES STONE CREEK OFFICE GROUP; LLC BLUFF CREEK CORPORATE 8156 MALLORY COURT OFFICES CHANHASSEN, MN 55317 CHANHASSEN, MINNESOTA PLUMBING REVIEW - TRIPLE SLAB ON GRADE OO1 (� SW M WDE IMS 1 LNIS 1M2 FFu1c u9 ]rR a¢ 1-1 BEV aaF nw Na B� IAV wv1Ev WE B]Q PE 9s. F[ OIK B 11 ] 1/1 1/1 1/1 1/1 - - OO1 (� SW M WDE IMS 1 LNIS 1M2 FFu1c u9 ]rR a¢ 1-1 BEV aaF nw Na B� IAV wv1Ev WE B]Q PE 9s. F[ 6B3 B ]B 14 ,/, ,/I ,/, ,/1 9 9a FnFB➢ N ] NID6IU AFp INEIxS W S SIYIaD Np IS q USS D N]F fdND1N 51F1 S F I®WIBS NIN 911E FNO[: REVIEW - TRIPLE WALK -OUT FIBLNr,H IYEE — —BEV MSF Rov MN BEV uv Rwuv. SH 6V W F[ 6B3 B ]B 14 ,/, ,/I ,/, ,/1 - - ua Pl wM-nDr Ma , v,6 nMh F.wcl� E9R o¢ oa�n '� SIF MN dBa uv RonYv w BEO ,u ,mv ,]E. O,Ix B 21 I{ 1/I I/1 1/I ,/1 - - 'IFYY OE YMW 5]F ROMO 'B ]9Y] Eq}plry 2/1106 F. AIQ iN111F5 ID x 9Y/BD Fp IS R LLB x01E /IC EWDIfO nlD.ma 6a PFBa¢ nzxwa 9w] x N 1aa6wE rF sraE NaOBM: a IaZZ'J8111N Cox$ PLUMBING REVIEW - (5) WALK -OUT a`M M v1M-Dut B 2 Udx nus FFWGIFF Tl[ OCC a2/1 ME - I MF BBQ LW RO - MF 6Q Of DF. O,Ix B 21 I{ 1/I I/1 1/I ,/1 - - EMI (5) FyR . 2 4NIs TM: FIBOBIGIA ]Y9f OOC O¢k B� W ROY 6Q N 1BOI2Av. 2EQ RW 11111111111■©1111111111■ 1999 a6.,pG9 0L RAMf W!- eN_ IXBFAONL WLS W µi w NV Nf 'u' Oi. Oflx B H ID 1/1 1/1 1/, \/1 EMI A) F.ut-Pn . 1 On YFOFLIH lY2E OQ Ox'1! BR O1E ROI SSE B� W ROVLW. 4N 6Q N RCH p{ W NB10L (Ox �l✓1�' 11111111111■©1111111111■ 1999 a6.,pG9 0L RAMf W!- eN_ IXBFAONL WLS ml 1999 19" 'W1Y 1]f YMEH 9N FY® 'BC ]9PG] lx�ip ] N1061G AFQ IN]aE3 6 x 9WB0 NfT 15 W 1EE ]@IE 1x f WOrtD 'M>IDOS NP O/YK fPNM6 9YLL E N .YmWIQ NP1912 4xlC CODE REVIEW - TRIPLE SLAB ON GRADE E al. M OWE wS I . . �YfBIv�- •• of a9] N/ W NENDNEFIB �II�111�11�11�� Me/ . uElaxN15 " On OaWW[[ '�11�11�1�111�111� 1M Y/ W.VfMleN15 W NB10L (Ox �l✓1�' 11111111111■©1111111111■ 1999 EM1 (5) sue w r NF5 1 YNR n mIMEN •• '^„"�E a9] N/ W NENDNEFIB �II�111�11�11�� Me/ . uElaxN15 " On OaWW[[ '�11�11�1�111�111� 1M Y/ W.VfMleN15 W NB10L (Ox IDB] w mBa 9xBi 1999 a6.,pG9 0L RAMf W!- eN_ IXBFAONL WLS ml 1999 19" CODE REVIEW - TRIPLE WALK -OUT �u(�i vim mmW e,*E FFOry CDx (an a9] N/ W NENDNEFIB �II�111�11�11�� Me/ . uElaxN15 " On OaWW[[ '�11�11�1�111�111� 1M Y/ W.VfMleN15 W NB10L (Ox IDB] w mBa 9xBi 1999 a6.,pG9 0L RAMf W!- eN_ IXBFAONL WLS ml M2: Y IDBIIG6 iOf 9UflC RIM PFT CODE REVIEW - (5) WALK -OUT EIOI (S) NVR -WI 5 2 uR5,w5: e M) FILhPR IM5 2 INS HMS: ME �eWEB RNIFLIpX: mmW e,*E FFOry CDx (an a9] N/ W NENDNEFIB �II�111�11�11�� Me/ . uElaxN15 " On OaWW[[ '�11�11�1�111�111� 1M Y/ W.VfMleN15 W NB10L (Ox IDB] w mBa 9xBi 1999 a6.,pG9 0L RAMf W!- eN_ IXBFAONL WLS ml e M) FILhPR IM5 2 INS HMS: FMI (9 wNR-IM IY5 1 IMI 11P5: ME �eWEB RNIFLIpX: mmW e,*E FFOry CDx (an a9] N/ W NENDNEFIB �II�111�11�11�� Me/ . uElaxN15 " On OaWW[[ NIWWYW IQIWN mw 1M Y/ W.VfMleN15 W NB10L (Ox IDB] w mBa 9xBi 1999 a6.,pG9 0L RAMf W!- eN_ IXBFAONL WLS ml 1999 19" 0 ,vxmus- Rmlvu+r o 0 FuXR_0i1P1S Dw- cu]xs/Haws D BDxs- x]mc Bows . FMI (9 wNR-IM IY5 1 IMI 11P5: XOIE: SPNE iWi/IXS fER BN[ND RAIR PNY 13 APRIL 2004 CERTIFICATION 1 eEaB, axnn >m, n6 N.Y1 VFO oa If!➢mr ws vlRaAao Br VE OR uaIMma .n aMEn sM9DMsax, va nW I.W I. axx LAME➢ ANMI[Q WR4 1( UFS O 14f SIAR O YxxE50L CITY SUBMITTAL CLIENT APPROVAL N.o��_ APPLICABLE CODES ME �eWEB RNIFLIpX: mmW e,*E FFOry CDx (an a9] N/ W NENDNEFIB �II�111�11�11�� Me/ . uElaxN15 " On OaWW[[ NIWWYW IQIWN mw 1M Y/ W.VfMleN15 W NB10L (Ox IDB] w mBa 9xBi 1999 a6.,pG9 0L RAMf W!- eN_ IXBFAONL WLS IN ea!MFS9xIR ftlK 1999 19" 0 ,vxmus- Rmlvu+r o XOIE: SPNE iWi/IXS fER BN[ND RAIR PNY 13 APRIL 2004 CERTIFICATION 1 eEaB, axnn >m, n6 N.Y1 VFO oa If!➢mr ws vlRaAao Br VE OR uaIMma .n aMEn sM9DMsax, va nW I.W I. axx LAME➢ ANMI[Q WR4 1( UFS O 14f SIAR O YxxE50L CITY SUBMITTAL CLIENT APPROVAL N.o��_ APPLICABLE CODES ME �eWEB RNIFLIpX: mmW e,*E FFOry CDx (an a9] N/ W NENDNEFIB FRaNM4L ME L90E (Bn Me/ . uElaxN15 " On OaWW[[ NIWWYW IQIWN mw 1M Y/ W.VfMleN15 W NB10L (Ox IDB] w mBa 9xBi 1999 a6.,pG9 0L RAMf W!- eN_ IXBFAONL WLS IN ea!MFS9xIR ftlK 1999 19" OCCUPANCY REQUIREMENTS ME �eWEB RNIFLIpX: Mlr SPIbNE0 ttPF K WxSIMMINM+ v -B BAIgW. IXYIPMY.Y B EVE IEWTeE CP6,NF102 NEgME]ENIS ExR1FM BFIAWG NIllS o NIEMCF FKI$ 0 RAMf W!- eN_ IXBFAONL WLS 0 9NCIWL 4NK 0 ,vxmus- Rmlvu+r o 0 FuXR_0i1P1S Dw- cu]xs/Haws D BDxs- x]mc Bows D FXIEIpJII d MIMNNS NA ra 111111■ 1+1�■■■■■■■■■■■1111111111111■ 111 v...' ■■■■■■■■■■■■■1111111111111■ ■■■■■■■■■■■■■1111111111111■ 111111■ ■■■■■■■■■■■■■— ■■■■■■■■■■■■■1111111111111■ Mohagen Hansen Architectural 111 Group 1415 E Wayzata Blvd Suite 200 Wayzata MN 55391 Tel 952.4731985 Fax 952.473.1340 ..mohageMansenxom ;j STONE CREE< TOWN OFF I CEB KNOW ALL MEN BY THESE PRESENTS: That Stan. Creek Office Group, LLC, a PASn<s.to Limited Uablity Company, fee ohne,. and Marcel ETmsteiner, a Single pawn, mortgagee of the fol..hg deeobed property situated in Me County of Caw, Slate of Minnesota, to -nit: Wyatt C. BLUES CREEK CORPORATE CENTER, Carom County, Minnesota except Mat port at awsw m Pe,cel 2150 an Mwnesoto Depaftmnt of Transportation Right of Way Rots Numbered 10-08 and 10-09. Hose caused them a to be surveyed and platted as STONE CREEK TOM OPf10ES and d0 hereby donate and dedi ate to Me publn, fa public use faew Me drive and easannls for drainage and unity purposes as shown on the daL I hammy certify that I Nave surveyed and plotted Me property dewwbed an MIs plat as STONE CREEK TOWN O CES, that this plat s a cmeot reweeentalion of Me survey, Mat al distances ore car 01 shown on the plat in feet and hundredths of a fact, that ail monuments NI be correctly placed In Me ground as shown in accardmee to Minnesota Statute& Section 505.02. Subd. 1: that Me outside boundary Ines ae .1.Uy designated an the plot and Mae are no wetlands as defined In Mimmola Statutes Sectio 505.02, Subd. 1 ar basin, highways to be designated other Man Moa shown. bsan E. Rud. Land Surve,or Minnesota Ucnee Number 41578 STATE X MINNESOTA In a thees whe,mf soq $tons Geek Office Group. LLC. o Minnesota United Liability Can COUNTY W P Y pony has carxd Mex weaawie to be signed by its wage, Othoa Mie _ day of 200_ The far ea Le es No.nt res wknadedged Before me this _ day of 200 by Josh E. Rud. 9GNEM Sine Creek Off a Croup, LLC M»needle, licnu NO. 41578 Mah Undestad, Pfesidanl STATE OU MINNESOTA COUNTY a The faegaing insbument was acknowledged before me the, day of 200_ by Mark Undesled. P Saidnt of Stn. Geek Office Croup, LLC, a Minnesota Limited Uablity Company on behalf of Said Company, Nalary Public, County Minnesota My Commissar E au. In wiMeea whereof said Nora Eansteine,.o single pe,san, has hereunto set Nis hand Mis _ day of 200_. SIONEO: March EiOmstelne, Noctl Ebnstelna STATE OE MINNESOTA COUNTY OU The foehl hsbumant arm a6maeredW before me this _ day of Ebnsteiner o single pasty. NatarY PMNw, County, Mhnpsta My Commission Expires PRINTED APR 0B 2104 E.G. WRi & SonBw in , E. G. RUD 4 SONS, INC. Land 3xvayore 200_ by Morcel Notary Public, County, Minnesota my Commission Ekes 200_ O,IANHASSEN. MINNESOTA This plot of STONE CREEK TOWN O CES was .,waved and accyrldl by Me City Count of Me City of Chants.. Unmeant, at a regular meeting thereof held MIs _ day of 200_ and Is h eanplionce with Me wovisins of Mhnemlo Statutes Sntian 505.03, Subd. 2 NI monuments will be set as epedHed by the City Council and .s stated an MIs plat, accoding to Minnesota Statute, 505.02, Subd 1 CITY COUNCIL lK THE CITY aE CHiehlft SEN MINNESOTA BY Maya By COUNTY SURVEYOR, Cava County. Minnesota Purm.nt to Chapter 395. Minnesota Laws of 1971, this Plat hos been approval this _ day of .Mhn E Ereemya. Cow County Su—,,o, By. COUNTY AUDITOR, Carver Canty M'ememlo oak 200_ 1 Nermy certify Mot Mere one no "InWeel taxes for all yeas prior to fw land described on MIS plot and transfer ewle,ed Doted this _ day of 200_. MARK LUNDCREN, County Audiles By COUNTY TREASURER, Carty County, Mhnaoto I hereby certify Mat Me taxes payable far this yea 200_ for Ind described an Me pat es STONE Cf E TOWN OETICES. hose been geld on this _ day of 200_ TW KERBER. County Treasurer By COUNTY RECORDER, Cava County Minnesota I homy certify that MIs pat of STONE CREEK TOWN Of}ICES was fled this _ day of 200_, at _ o'dadr � M. as Document No. CARL W. HANSON, R. Canty Recorder By. SHEET 1 OF 2 SHEETS FOR: STONE GREEK OFFICE GROUP, LLC 8156 MALLORY COURT CHANHASSEN, MN 55131 (P) 952-361-0122 (F) 952-361-0123 LEGAL DESCRIPTION: wnoT c alsT wml cMvoRAn mnul, cwxw cwwry, uu=..e1w IXQVr pal pN W wuM c Nan m vola :+x m WmaMe te-2, M2 W OnyN-. .912 cl rM vbl. Mi�tl 10.08 etl Rw . a�� e N x aN W oM nmd'n tlx WWu tl tlr Coell b f o CawtA 1En�uNa DEVELDPMENT STANDARDS •E1aTwc zarlo- nNEeo u1N aEAELLR T •VRaos90 Z. vtw.m 1M mnaue+r ttITK 91 Y¢A (EF6tW' */ - U. APES •\niK MMPJ( IF g1RmSp xN e - ]5 'IAWSID EE19ry - 1 BE 1MR/A7Z •vRoaszo LOT ARFAS wT +. ¢m ACRES tw 10- aw /.4AEs for z- aft Aeras Aw 1s am Aces EOT r ¢m Anes lar zo- nal Aces 2-¢T M om IQES E¢Tz1- am ID6S o- nm IMEs T n zx- m un 'T Anes les 4 ¢m ApEs Iazt am )- ALBS LOT nm T z.- nm ALIeS b aM]Es WT Ol }y a W. AGfS un 9- nes. w . M%$ ]8- }9s •OQS LOT la�am Ayes alaw A- zea inns LOT n- nm .ons ounnT o- ¢w Aces Ew +z- am was InT +¢ 1 AWES loT +p 401 ACAES DoT +o- aol Aces EeT r6- 4m IME$ AOT n- nm Aoes SURVEY NOTES - RC &µ0w0 wo PNM I. DN6 VER SITE v NepN BY M¢u ARC UeM -TVCpM.0 s Cpq£n0 9Y Ea RU0 IN0 SJ6 N Y a ]m1 -MS MT W. Y. PARE011.I nn BG6+T Cf CV VENT PRE N]0. wC1TKMLL EA41pIli AID/af pM.VefZ YAY Ven M AEgMI TO L.; 91(IW IIFRFPt eu.uc 10 IEN9:M IIPPI RECFYI ff A CIIRRMT 11eE N91RNK2 CCWIYfIIi. Prepared By: E. G. RUD $ SONS, INC. Land Surveyors 9180 LEXINCsTON AVENUE NE. CIRCLE PINES, MN. 5 5 014-302 5 Tel. 163-106-5656 Fax 163-186-6001 STONE CREEK TOWN OFFICES Cf TIE xw i/. sECIKN IS T ne. F.23 . 1/. oc"n' _ / KC I5, 1.11C R.23 NQ DATE oEWNP11M BY T e no 2 EOUIFS EIEINL XFRWi no oau.s rcun Nal uoRRdr As L.eum p D wa111vR.ln.r !477 M���Y�r B [EIpIES fQM YnnT R/w WR}4xf U.I! l.E BagIES'n GSEYEM >AR31 Z. ll�•oE4xo49AlE51a312CRD -e GRAPHIC SCALE M E85 ) +mm -w 11 NORTH LEGEND `Oi rcNo.z E#SINO voxes vwE e aeea 6 En51MG LLWIRE A( EOUIFS EIEINL XFRWi • oau.s rcun Nal uoRRdr As L.eum p D wa111vR.ln.r R� B [EIpIES fQM YnnT R/w WR}4xf U.I! l.E BagIES'n GSEYEM >AR31 Z. ll�•oE4xo49AlE51a312CRD -e A6F.S5 —.-- oawTEs o.alEm � A I hereby certify that this survey, plan i or report was prepared by me or under my direct supervision and that I am o duly Registered Land Surveyor under the lore of the State of Mine.ta. ASON E RUD Data: 46V-_"- License No. 41578 STONE CREM< TOWN OFFICES MY C00E11 Es ¢CIIgi 11 T. 114 0.}J N'E G �/ ]WI.BO NWIX {°E (f llE 11.1/. YCMI IS T. I1S 0.D Ig1M 1/. M°EA 1.114 0.Z' RM.:1, 9i6'N'E xE CtlMFR OF YCMM 15. T. IT.. R}] -S� --- - -- -:, .- :<•.:. ....__.. fi- •. EXCF3PCN c 1 SAYSS It - lyy 6a �--_ ♦serss'zrr,�e.;w :.� S s �.e+.- / • od .zw ; c3t4 xe2'zs �•E � ro R.� oz ° gig T LOT5 m � m fI �6 SK Allro �� n FCOT ws9 cEcm¢u rwsmM--y `�L � ` t"zs p N 8 /a g I ' +7 °z•A, NORTH rm oac xa zmvo y. \t 4$ TYzzzr�. . mm - / _ W GRAPHIC SCALE p FAS11lE 6 M MEis I5, T. 110. it" LEGEND ,- _ (Em.) y„@ I - - z lose 1 ow OEN016 EPAm MCN ✓}.AOIf /S UZIm I � � I I I •• O CFM,6 SET MOI MMI,FMT wriaan Ms � .,sm — I I.n.s I r.5 I • O'x0,E5 fOAEI IWT.n MOMI[MT OA' .... 1 I OUTLOT A — o — owolEs 1aTwc ro .acts S.p. II Ik eErsl6t sql u¢ M4D d n[ wmm uc 6 rlc xmmllrsT awrtM _ \ p!s$ I O XC IS 1MIRl90 I16. fl 4 M M.tN16.W AS911FD BEMII' T 9TAWE {4MiOm roC .Y6 Eocs5O V•IDF1M I I I/� I �S•Q I +reAM 4a E. G. RUD SONS, INC. Land Surveyors PRINTED APR 082004 E.G. Rud & Sons. Inc. PRELIMINARY GRADING, DRAINAGE, AND STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA DT NSP ELECTRICAL EASEMENT i :R DOC. NO. 280550 1 / G�� E �V EROSION CONTROL PLAN T t/ LEGEND: 1) — Donates Esurng Cmtour 2) Denotes PmpoaM Cmlart DenEaisting norm Sewen 4) —»— Dmolm Proposed Stmn S) O omoba Sanilay Saws Manhds 6) X"I.IlO(Nenotee Propaaed Spot Dewem 7) Denotes Edstng Spot 6—Co, 12) O Denotes cola Soon ls)—S— Denotes Tree PntadUan Fmcbg EXISTING UTILITIES 1) the Mfornnation shown an these drawinge c OaOnning type and l.Ual of adatirg Wlltiea Is not ".oteM to be accurate a aM ptluaive. The aunt,o w p responable lar making his oen detsmi,ation as to Ne 1pe and 1.6an of uUntbe as may be atenane, to orale damage to New utsi", 2) WO Gophr (Stale oneeal IS51) 45M000z to, lectaliyonl�iiov. STORM SEWER 1) Slam Sower lengths Include the kiting Iength Of the apem. Layng Imgth of W.. wll he deducted nam paynml I"n' of pipe. O1RBS 1) Backfilling of canoe with an—site matmid p incidmtal to aura —Obnctlm. 2) am endo shall tarmkwte with a two foot Sewen Tai section. 5 REE 5 t) Sow cut exnlmg BiNmmws and Cmoete an to prwAde eau pmt. 2) for . and . he in of unl'ng aVeet motmkie os reauirea for conswcBm M npdenla. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEVATION OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. A ROOL CONSTRUCTION ACCESS ROAD SHALL BE INSTALLED AND MAINTAINED AT ENTRANCES TO EXISnNG NAND SURFACE ROADS RaO ENTRANCE SHALL BE NO LESS TNAN 50 EEET IN LENGTH AND AS WIDE AS NECESSARY FOR TRAFFIC. USE I- To 2• WASHED ROI](. NOTE SPOT ElEVATNYIS SHOWN ARE BnIMINCIIS SURFACE ON GUTTER LINE UNLESS OTHERWASE NOTED. SOD ALL OSTURBED DRANAGE AVERS. INaUDNG SWAIES, AROUND STON11 SEWQN E-ARED END SECTIONS AND OT SMUT CATCH BASINS \\ \\\ ae x \ / TING PONDpw� \\ , PROVIDED BY IWL=9315 OTHERS) -. WL=926.8 ( :. I \ \ \ I ROCX I%1NSiRUC71UN INiRANCE I. < er. N, w r I I ✓ \ \ � � \ to maw i a>a Rent • paa "''�°'bl v I I I / /� \ \ \ \ \ \ \ EDA ol�fWsw.0 I ,r i zm sf I / f \ FAST ACNE bF\THE NW OIR'OF SEC 15\T. 116, R.23� \ GRAPHIC SCALE w PREPARED FM Stone Creek Office Group, LLC 8156 Mallory Court Chanhassen, MN. 55317 Phone 952-361-0722 Fax 952-361-0723 v7E AT.w,WAv pNpNFf•,eAc ��{i�� �% 9160 LZOINGTON AIC NE amxE PwEs MAI &5014-3625 PCT) yps.-tau I Among c fl that tna pan was aepmed Or me a orae. Yea �t eyamna%vo and a,a � a floe ate a —t- r ��'- a7[ 4/12/04 LxEMsc / fb��y C.A.P. N r Abw tare.) t pop _ w 2 CA P C.W.P. PRELIMINARY UTILITY PLAN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA WNG WALL MNDN� R10 08 AT oP � �n /7 boy \ O 4 9 s \ "O•F b6 0 \ 9 r> )< X NSP ELECTRICAL EASEMENT :R DOC. NO. 280550 EXISTING POND (PROVIDED RY `r^i a�J HWL=931.5 OT)-lERS) �v Q GRAPHIC SCALE WIN ( re 1 lace - w rt C.A.P. 4 wave su C.A.P. CWP. P p,RCEL 215C EXCEPTION MNDNO 0 2) The Contractor shall be responsible for existing utility locations. Call Gopher State One at 454-0002 for locations. SANITARY SEWER t) Sanitary Sewer Services shall be 4PVC Schedule 40. aL'C"7C\1O 2) Sw35unlessSeer shall be PVC SDR 35 unless otherwise noted. 3) Sewer Service locations shall be verified in the field prior to construction. _ WATERMAIN mm t 1) Water Services shall be 1 inch copper type K. 2) Each unit shall have a 4' DIP fire service line. EAST LINE OF THE NW 3) Waterman shall be e- class 52 COR OF SEC 15, T. 116, R.23 4) All watermain and services shall be installed with 7.5' minimum cover. SYIF PL NWG ENGINE 'NG r PREPARED FOR m watt .,.pw,;:;or, oao root t oar o awy � PrP- yessarwl &". .,der ane n.s a ar. a ate er Mnnemm. Stone Creek Office Group, LLC PLOWS ENG/NEER/NCR INC. 8156 Mallory Court srrVGIAN ENE � x Chanhassen, MN. 55317 CIxLE PrriES NN 55014-.wz5 burl >�-1aR ane 4/17/0! t / 1=7 Phone 952-361-0722 Fax 952-361-0723 LEGEND: 1) ---- Denotes E,iseng aootwr 2) Denotn Pr,xxi ct.' 3)D»ee &eung w n o&MUng SlUxySver ♦5)) -- »a -- O -n. rvtn9 SUono Sew I 6)—, Dmotm Prvo wotaman A P T W 1 ->- Denote, P oro ed $o itm Sew a) -»- Denote, Prwo Storm R / 9 I aqw� 9) O Denotes SaNtdy Sewn YaMde 10-0 -�/ Dote cora ease 12) en N ,❑❑ p 13) W Denote Gate vave 14) ',� orales Fr. Nyarmt T.E. a I E � W � 0 3�x - Z-1 x1a Z Y caemMlDk wrY 1.Duna+ M+o —T Xv r Y o 4W uea $0 W Warr m+ OF ou .rr�s m .0 0 Q sTNrr of veaY os $ LL s' 5 EXISTING UTILITIES m. 1) The information shown on these drawings concerning type and location of existing utilities is not guaranteed to be accurate or all inclusive. The contractor is responsible for making his own determination as to the type and locayion of utilities as may w be necessary to avoid damage to these utilities. 2) The Contractor shall be responsible for existing utility locations. Call Gopher State One at 454-0002 for locations. SANITARY SEWER t) Sanitary Sewer Services shall be 4PVC Schedule 40. aL'C"7C\1O 2) Sw35unlessSeer shall be PVC SDR 35 unless otherwise noted. 3) Sewer Service locations shall be verified in the field prior to construction. _ WATERMAIN mm t 1) Water Services shall be 1 inch copper type K. 2) Each unit shall have a 4' DIP fire service line. EAST LINE OF THE NW 3) Waterman shall be e- class 52 COR OF SEC 15, T. 116, R.23 4) All watermain and services shall be installed with 7.5' minimum cover. SYIF PL NWG ENGINE 'NG r PREPARED FOR m watt .,.pw,;:;or, oao root t oar o awy � PrP- yessarwl &". .,der ane n.s a ar. a ate er Mnnemm. Stone Creek Office Group, LLC PLOWS ENG/NEER/NCR INC. 8156 Mallory Court srrVGIAN ENE � x Chanhassen, MN. 55317 CIxLE PrriES NN 55014-.wz5 burl >�-1aR ane 4/17/0! t / 1=7 Phone 952-361-0722 Fax 952-361-0723 pDWFRUNE IX6! EME5 W w r OUTLOT A TM to* PMxT1G � 1 \ \ \ I I # I I /I ,I x F- olsrmc _---- ---- --{DGE OF EX. OfTU"DUS _\\ __ ol------------------------------------------- ---------- "HIGHWAY NO 5 WCESS mmp1 1 —_— S --SAT€ TRUNK To MI s IS CLOSED I % I x � e A y 5 4 4 GY1!'V%i! i 1 � I xeJ ikVEN i 1 /�/ lAlf tuti/ 1� R1 eWF wm 11 1 i 1 " ♦ / UNx rtaE / 9 1 y b ♦ / 9 x / s / n n ♦ 1 two \\. ♦\ UHf ONE IMf UPIf AveaxeH l - _ Wf — MEIeH u+rt IW[TIFY 0 ♦ tw' \ } 1 u u n II FUTURE II � FUTURE \ CHURCH lne parkg, BLOCK 1\ \ 11 II 1 I 1 Lm I \ LOT II II I x R 1 I \\ FAMILY OF CHRIST ill LUTHERAN CHURCH ADDITION xa� xa'�F xa•mx xa�x zw 1 11 I \� I a•m tum cvxa axm 1 j _ I_ j • fi0 \ i + QARCHITECTURAL SITE PLAN SITE NOTES I. mmMlnvx uns wu s .Ys wow w m[ ce+wxs tux M Iouww comms a wa wwx Dole ro wwae nuFmr aumE ne manu'nax u•rs 9W1 a xrrxaro m ne owlollala umm wra as Dalt. e) � w•af me m ce awexs wla w arc stuns a•m; anoa o unlrts wru a xwnm ce mnElm m len a mrc mamews c) xaus m Ia1nY ue5 anmE >� mmauox uers w¢ m ff onrtvm m „r wapvmc 91WlaxClw xmEt I-. wo I -B 9w1 s maael® •,rw wma: ne vECTTul1 v alum mwFcnw muacu r aox>fwr rlm• nw 9qw w lxE WM w 6 M IOwlpx 6 wUw w RNfi z mmucmx ana a xFwol®e m wsx munw w wR wwm•raex w 9•aifiS CmuxS w t1m1FC1pl 6 aMES mEe IROlo+➢ NI wlallYN 6 omxw aomwuo As •scam w ne mr••s w wo¢ Ieolwea m mwerz M carte a Bawls w rE rTepmrc. IxeES anew¢ .9ao. we . Hol n•a mune w • ww aPAIo aw mm mbYI.mIA •li Ives MJIm anoaY¢ laws ,n •rw FlPwem .9wrs u xa wlEx;Ecloa.wo a xrolnen m Iwmel wclre w wGIEA 1W11 50 Rn WROR D➢A'HYI XMIS fFitlVILY. PwArt A FAW2 MTFId! Ci LCgID w YYM mmLY NMIS Y NL Sawn SfE fAFAM mCRflF xaas lox rumor xmwral w mora uxa A RF1m�E /LL 9.A'(Wb9F YOFI6Y f%Y 11E SI2 MO fBlff w 91]1 WlEw1 M . wxER wql ufE,s .vl mWper xmumrl s new � r,u1 oFlunol Iw s a•aa w Sm ml . w•r a x rtET a wren r rrla cemR FIkWYJa wo lama xFawoa wart. c 9mIFLf m w.er wn wnwxa rc r< arc poem, r leaven. n mow_ ,le ww 91Yt own mw.�a anx xxa Hell Home x•wnar m Iw smw awxu£ ssrtxl. �. srt ax Hwa tux m[ o•Iomala An •omlana xm¢ SHEET NOTES I. SL wL flNa iw NgIIX'L wF1HM N91IJIfS 2 SFE 9En .,.I iw IwIH'Me MYOwIX 1 w£ S,EEI I.11 {w 91E RVLS a SFE gen a1J M 91F mNt MwL BIIwL CPVaa MEt H3E m n. NIpG CPER/a w®IwL 16S mo •rE15+oIrs 9wwf c9.mvr: ISo,Ios m. w. mo •nmaa aAvua PFRira!£ ea tutu (aw9`CC aaeu2 9,p519 n. wFFII.S/a CwEaIS wlmraG' )� rxaaw xmlmxollr rws mAm San. - Im m mwas x mxYIMG ID.F48 mii.. ISR. 61 SiMI! ImXmFa mfw %ICJK Sw15 PTY6 bl STMLi. MIMG Ix AOA .�E Rfl[6 w FMwJG lU 59115 RR U•f STONE CREEK OFFICE GROUP, LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mohegan Hansen a.cnnecwrer ..n F.yu. tYv mm�o n+�amn �a I IE,EBI [u RTr�l ,16 ML'Il SffCFgiYx w wTM wS WS'w® 9I IF w uaT a wm 9au5�F Ma IIMlIY1mTl2`®MmafLT aw.4 11E VEwTF SWF6NN91n. IF�mIW x•wx IBa71 ne wroertn 9wl s amm Ile wmu¢ ww am9a w ww xs¢t•c •awwFxrs a wxva An 9wl m,•x w1 m•Iw m, smaaa u9 owm mge.Fa xaas lame wmmns a ' MwWOt wlmlR w O[4lmllw w1F ' 1 n1Y9MfIN N.d �i E n1YYF9YAffw .laal FralFm I•Aea o.m•ww OMI 9F. LNFID omao w vArtm wm aw menu wecmxc aveMo•F,m1A�.artsw ARCHITECTURAL SITE PLAN CITY SUBMITTAL (j) A1.0 -------- -------------------------------------- --- — 1E TRUNK HIGHWAY N0. 5 -- FROM Lol I ACCESS I s OSED -------------- --------- G 75' 90WERLINE NT X i HP HP X Csoo,' C \I I / I n LANDSCAPE PLAN All = E0' -D' EY£YCREEM TREE- (:RaMO LIME TO DE TRE SAYE AS CY6tED AT THE ..RSM ] GUYS DE ID GVIGE 1MSTED WIRE 1$P APART - AMXwm TEE NRNWCN E .. SOIL SWCER 24YX NV STK ORVLV ELUSN RD N EMSNED GRADE PRaT.E DECORATNE RED w000 MULCH ATsAVGIE PLNRNG =11.5. RNFR ROC. MULCH AT MSSS PWDNG M �TPB �' z1 PLANTING DETAIL n / / R � 2Y N No nous TREE - PRT& WK 1/. �v MIRE s y W'M AMpESICCVIT ] ORBNC TO MM4rARURpYs L2�FiCi m161c D Nf P10 Gu .E6 PRESENT. 2 T/r Zn, IME WNG CEDAR NOTCHED ENO (r UPOSEED2 PER TREE b POLD B.LK BURIAP ERJ11 TOP OF BILL ib r DEGCRMNE RED ROOD MULCN "N "V B.fJ:ER1 MM TD AW PEAT MDSs yyRy �b / WTER F DYER UNM SETTLED o����� �" --------- -------------- I I 1 EDGE OF wErlANO I I 1 / ; I \ I 1.SL0� �1. 1. EURVACIOR 9W11aWF NU HAfY ML IIMf$ 6YJ1 WY MRC' THS M/M GOPHER SLR Ow CNI a (ml).N-fYV. 2 TAN@K'O' 9WL CW9NV[ H6 ifldl ./ UI1EI6 AT STE MO TNER M.OY.PER AIEFS 50(DEE. 1 ROp, 6WYH6 MD RNm W I I o]IRRFD M OMG QM'RN7w WVfNE 20'OK'ce 9Wl'AIQY a4R3 PRIM TO mR.anc .GBc .. DORRWTOR vwi MORE D.Eu ONE R PROR TO M]rciRlm m AND OwevR¢ R6Ec'CM. s Rnn wnaEs uvRL s NMBMRD aE IIl nu IW aw TauL aMRE1DN s MDT'AtYS w DENT Dv[ TRE wumma AT IPPfyi1ME sAmHl ce nice sODEST a aNEn c M`lR sn wnNE (N®ITM ms' R� H6 9BS B-ro-N O.Ypua mm¢FR vm DHC P.m aEMI TDVsaI MA 'R 1 Nf IFAI'tlff t 1 IMI N9m SYD R/ 5 MNR iWIE®11PSO. IH N W fl.WIRG IOCVO6 ]. "' RMT DO' 9Pll CO/iT 6M ED OI6EXf FOILN 6 M STAR iS MCD !O' xAHRI )GH 1861, TRFS %Wl R FROI rsR'rco xusw sax M arWm MD mN,Ralm Of wMmD mrvRs sLTMa IaA. THWDAN ,e o1 . M nxn PUT ACT. R. N 4 FlNIIWS 4 BE EL® f9Y WX MWS R/ YEIEY BwR OWADOEY QAiR R RUAE Y 6hR WO' MAOH ./ I.WOS''IPF FAW AT W4 RMI'YG MEAS Ia wuP ML EEL RM'Tm. UfR1I Team. TIMH-BMAm arnom Tnm q swN n ME MW MPIY Rem TD IION m Mo REMM xa ura nwl MIR n. ,I. M .vnaMT oMEMmw 6eDTDx sRmM %wL s onium Mo .6TMRm IM M O.Em ]PmaED axrtw:'ce IXCRaMR SERE IOGTlO6 N6 R6[1WTI0H6 6 [fQC'ED 9I fMUI li RMIIR6 � faf E(®EVl RE6/(AlEN OMTR LA OM Iaw. ]9 SVO. SE RAt Y]S51RIM ]Iffi H0.10.T0 RA®1 RR NBC YMO ND H 'a OE GW[ fpFWs aELWC � N61M F4 SOYM /m' TYYMEY IDFD MIO M lm n 6 a a w'auw L ROME fNF IME 9GN5 AS R.KEm RY NE wA�wl 2 ML 1YRI# R.WING OINs la CCaR M BTN M b03 NO RM15 O UM aER 91tRf VM3MIf a}IMV.Im 10 N,a MM6'YIRs a IECLa]EE M R.Mn.H¢ 1 sOO Ml mn.m MGS .. PRPLE VAm NGVE eGfo MWS s M 'O/.1 ] FOR WOOED WD3'AAf NPNWDON MMM B1M5 STONE CREEK OFFICE CROUP, LLC 886 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mohegan Hansen i 16FH1 mfIET TMl 116 RML srtaumH ce Rvan ms R®Nimµ 1[ WaA noun snwcn.. MVI.nl M DR, w0 M V6 R SGR Q Y lOp WW3N.M RTERMial NAHR 18074 M .v xRn . RE nom M . YO CIIE6 6 MA RE RCIM L61Mb15 OF %RAI MO. RTIM ML QW'II W. S Wm MA DDT, 64RAD MMS. Kl11RIG 6RAWIS IX M.iLL' m OCC14R)T2 ID. RYWIpI WE ImY9 VM* InR69MnM Vab PRCMVT UHR oNNaEM alb R SWSTM) MOD. R' Q. DTE No cownER ORUT. aEw.aaa.wa�.a'r %a LANDSCAPE PLAN CITY SUBMITTAL � A1.1 il; pHNRCo AOXE (,O M, TOM aitlFS) O.W ! C . am J/( M a I 1/E' aID KE s rW urt cwc BUTT& PMMF 1'Nl UOI u WR w aa46 Mo WEx IWXON Eun vEXM1 net I,Lt01 a- d sIELL EYa1 - PAPRm 6 O. PP[ 9T,Nm ¢NaFIE VtlIBU. 4i N WXCAfIf J'-0' BE,W WILE ESI[Iq .4 !BT.F WKK. PMxI Ws 1F1,g1 'D PLAN ® TRASH ENCLOSURE = I'-.- IgfG tF16Y NMI ./ sNM,IW WMR Nmt ,� m61. Ai F/pl aa'1Mlff,l IPR�w PIN:Nc mu (IXRR SYXBLl N $iN1 M. V6 A1a5�eR ADA ACCESSIBLE PARKING SYMBOL 5 QADA ACCESSIBLE CURBING DETAILACCESSIBLE CURBING DETAIL Alt I/f = r -a' SITE SIGN 5/.- = ,•-0- sa[ rNUR m Rua NNOXS K 9 Fm I/,. Ni, ./ 5/K Lm I.) .R NAi- Y LOxG-$F, N ./ VIC P Lw_ J' NG C.,UK" STOW 10 w1W awLNG IYfi U Q SUIS (W mm) s 6- 0G afA N4 S N ES LWaR i0 K STWO T& zml/. (PENH CaflQ1[ fp]11y$ iW 6' Nq B' 51('1 PPF$ CmlwG aNbG fIQ .13 fA Fm '.'b✓ AIRNII SRL ��N c uxrt Lyllq Ai pyA/C 8400 RNfD AT A, @M] f a WOO rcm u+o 4mW .woW mXNiMX1 (NL NNW4. rAT fDllFll IMS. Pv® BUsoE m 1 vol mlxr mW `�j Al Nl NLLWIm) o I I I IIII III I I IIII I/T owl N J -o tMt BUTT (MV) III ape'• N O1w EF' L — — — J L — — — J a II ® .zu. rramo. 6'-4 I II IIII 1LJJ--------- III JJ-LLLJ pHNRCo AOXE (,O M, TOM aitlFS) O.W ! C . am J/( M a I 1/E' aID KE s rW urt cwc BUTT& PMMF 1'Nl UOI u WR w aa46 Mo WEx IWXON Eun vEXM1 net I,Lt01 a- d sIELL EYa1 - PAPRm 6 O. PP[ 9T,Nm ¢NaFIE VtlIBU. 4i N WXCAfIf J'-0' BE,W WILE ESI[Iq .4 !BT.F WKK. PMxI Ws 1F1,g1 'D PLAN ® TRASH ENCLOSURE = I'-.- IgfG tF16Y NMI ./ sNM,IW WMR Nmt ,� m61. Ai F/pl aa'1Mlff,l IPR�w PIN:Nc mu (IXRR SYXBLl N $iN1 M. V6 A1a5�eR ADA ACCESSIBLE PARKING SYMBOL 5 QADA ACCESSIBLE CURBING DETAILACCESSIBLE CURBING DETAIL Alt I/f = r -a' SITE SIGN 5/.- = ,•-0- sa[ rNUR m Rua NNOXS K 9 Fm I/,. Ni, ./ 5/K Lm I.) .R NAi- Y LOxG-$F, N ./ VIC P Lw_ J' NG C.,UK" STOW 10 w1W awLNG IYfi U Q SUIS (W mm) s 6- 0G afA N4 S N ES LWaR i0 K STWO T& zml/. (PENH CaflQ1[ fp]11y$ iW 6' Nq B' 51('1 PPF$ CmlwG aNbG fIQ .13 fA Fm '.'b✓ AIRNII SRL ��N c uxrt Lyllq Ai pyA/C 8400 RNfD AT A, @M] f a WOO rcm u+o 4mW .woW mXNiMX1 (NL NNW4. rAT fDllFll IMS. Pv® BUsoE m 1 vol mlxr mW `�j Al Nl NLLWIm) o I I I IIII III I I IIII I/T owl N J -o tMt BUTT (MV) III ape'• N O1w • ��m.usam. �.0 �rvn�m.ris is e� III II Iill I I J/! owl. sN PPL 4Essl a II ® .zu. rramo. I II IIII 1LJJ--------- III JJ-LLLJ _ ,mr U I} fiJ611 vrrw m. ummN � u _____ -J am�msaan.maN TRASH ENCLOSURE ELEVATION>MECHANICAL SCREENING DETAIL NADA ACCESSIBLE PARKING SIGNAGE I/. = I' -o" Alt Ip• _ ,._o. Au ,/X_ _ ,._o. STONE CREEK TOWN OFFICES 6' aI01 ,f1RM4 10 a EyN9E IOFYICIY $1.18 �— � iBp.W6: NAU5926 / NOT USED a NOT USED TYPICAL LANDSCAPING DETAIL a BUILDING FRONTS I/.- = r-0. STONE CREEK OFFICE GROUP, LLC 81% MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mhnen Hansen AmJdteLNM W Gmup unE4w.r mmm mo. I xv®r mmX mi ,rn PIM U,ODP 4EaaW Pwo Ra PXEPXXm a LE W fLvl aER 9PW.t9JL /IO 9w I W A NlY IIDI� MYINER IMLR M VMS W 11C SQR 6 WfIDfA fi IoW XNu4x.0 �IPMYIX MBwFR IBO)1 MM a9wL a CfOIm MMIM1W6 MIT o OF n.N N51E6 P6TYXI5 W 41612 WT 9 N1IJI xT mau Ir. mnlWr MN Doul RW.¢w0 9fJ1IS MIP4 (IDMil16 W ,I[ Mlgm s�splT& w a5amlul mm ,OIYsaN NM TUFT. Y¢b NEi61 N eaf:w Ate. s urm oaam Rc sntrm WE N.a1 c61RaW mom OaaMOI1NYUlOma1T SVB LANDSCAPE, SIGNAGE&TRASH ENCLOSURE DETAILS CITY SUBMITTAL A1.2 b L L L L b L be L L 1. L L L L L L L L L L L b L 1. L L L L L L L le L L L L L L L L L L L b b L L L L L L L m u L L u L u L L L L L L L L L L L L m L L L b L L L L u L L L al u al L L L L L L L L L a L m L L L L PR2632-M L L L L L L L m L L ie L L L L L L L L 11 u L L L m L L L L L L i. b L b L Pc%e� NSI Pr:As L a. h. L L L L L L L L L L be s nbol of EnM 1,21V Linens LLE Besc slvn L L Lu L L L L L L L L 1. L L L L L L PI 29100 LL800 PR2632-1. t320w PSIRO • P2 29M0 0.800 2 rt PR2632-N t320w P33w L L L L L L L L L L L L L L L L L hl L L b L b L L L L b L L b POLES PRES O( fG3t 100 MPH SUSTMKO VIXOS v1TN SPECIFIED EOURNENT TOO NF`H WIND W TH L ee L L L 4 b L L L L L L L Mg1X1 L L L L L L L L L L L L L L L L L L L L L L b h. L L Ili, u is L L I b L L L L L L L L IB L L L L b L L L L L L L L L L L h iz L i9 ST L. is b b b L h. t. 4 L L L L L L luul• a L L L L L L u b 13 h. L b b L t. b L L L L L L L L L L L L 7 1 a L L L L L L L L L L ao ao nl b h> is b b is L3 is L L a35 t 1, L L L 1 a>Rem av L L L L L L L L U b L L L L L L L L L L iz L L L L a> L L L L L L L L L i3 4 b t3 L L L L L L L b L L L 1. 4t 4 L a b 1, hT L L t. L L 1. L L L L t. b W. L L L 4 L L b b 1. b L u u L L t. 1. L 11 L b u b L L L L L L L L L L L L L L L b 1. L b b 4z L L L L as L L 't a L L L L L b L L L L L L L L L L L L }> L L L 14 h L b L L be L L L L L L b L L L L L L b b 13 L a> L be L 1 L L L L L L L L L L L L b L L }a L L b a L L L tie ba bo L m a3 L L L L L L L L L L e L L L L L Ie L bo m be bo L L L L L L L L L L b b L L L L L L L L m u L L L L L 1. L L L L L L L b b L b > L la L L L b b L. 1 L L L L b L L L L L L L L L L L b L L L L L }> L L iB 3 i3 b is b t3 L L L L U U L L L L L L L L L L L L b L b L L L L L L L L L L L L 4z to 4e b tJ L 13 L L to b 9 L > L L L L L L L L 1. L L L L PARKING LOT ONLY L L L L L L L b L L L L L b b L y L L L t. L Le u > L h. L b b L b L b L L L L L L L L L L m L n1w.n.ce vnllrs<Eo AvernBP =1.90 L L L L L L L L L u L L L L L L L 3 3L L L L L b b 11 L b L L L L L b L L L MA°VB`h/"uea-74 J \ R.b3 L L L L L L L L L L L L L L "Q b L L L u L L L L L L L L L L L L L L L L L L L 'u Nartiwn R°m4367 L L L L L L L L L L L L b L L b b 1 b b L L L L L L L L b TPI•a1�lAWXI6A030Na>161E 1Pleae�llMaeFVAa30RA1lBIi CCr•....j.. ® a ••®• r—� r--.m-— �.-�•.- sss_•- max_... R U U D LIGHTING 800.236.7000 USA Gwwruutlllghting.coN 905.671.1991 CAN l/04 E x.raesty PIOJect N—ei CHAN SSENN TOWN OFFICES Eaena� n\Cu-non\n E \OUT\40331NOIE0HA32 Nluwntw resits Wl m tw IIy1tYq Msgn ve b35N m YOJect °ar°rrtte's parl0m t° RwY L13AtXq in F COnJK1Mn M ti M test praceWres CmLStetl vier 1°tr✓°tV> Cotltb¢ /ctul weJeet <nrJtL16 tlfflreq iron Hese bs� Pre eters —Y time[ iW rfNtc Av n¢t°nw 6 •espm[We A— tiNtibtile eiKt• - as -t s coir aY Case. Na1NTRIXEO E®TCW!➢LES SHOVM .T GRANS NverK Sum. yrp L MI M1° [s LtiM w Iti lay Iw 11 CMCIMTOI .s♦fA 6Yl 3JIltia 96 Lm Uq ec Pc%e� NSI Pr:As s nbol of EnM 1,21V Linens LLE Besc slvn L L Lu L L L L L L L L 1. L L L L L L PI 29100 LL800 PR2632-1. t320w PSIRO • P2 29M0 0.800 2 rt PR2632-N t320w P33w L L L L L L L L L L L L L L L L L b L ADDITIEO S25C2B2 PLLES t93 PS4SUSTAINED POLES PRES O( fG3t 100 MPH SUSTMKO VIXOS v1TN SPECIFIED EOURNENT TOO NF`H WIND W TH L ee L L L 4 b L L L L L L L L L L L L TPI•a1�lAWXI6A030Na>161E 1Pleae�llMaeFVAa30RA1lBIi CCr•....j.. ® a ••®• r—� r--.m-— �.-�•.- sss_•- max_... R U U D LIGHTING 800.236.7000 USA Gwwruutlllghting.coN 905.671.1991 CAN l/04 E x.raesty PIOJect N—ei CHAN SSENN TOWN OFFICES Eaena� n\Cu-non\n E \OUT\40331NOIE0HA32 Nluwntw resits Wl m tw IIy1tYq Msgn ve b35N m YOJect °ar°rrtte's parl0m t° RwY L13AtXq in F COnJK1Mn M ti M test praceWres CmLStetl vier 1°tr✓°tV> Cotltb¢ /ctul weJeet <nrJtL16 tlfflreq iron Hese bs� Pre eters —Y time[ iW rfNtc Av n¢t°nw 6 •espm[We A— tiNtibtile eiKt• - as -t s coir aY Case. Na1NTRIXEO E®TCW!➢LES SHOVM .T GRANS NverK Sum. yrp L MI M1° [s LtiM w Iti lay Iw 11 CMCIMTOI .s♦fA 6Yl 3JIltia 96 Lm Uq STONE CREEK OEHCE GROUP, LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA MOhagen Hansen ArrJetecana8 Grtrup wnt �v.v w=aimm a'.m=^ 11FRBr mf NY 1XV 116 =. v. 1[ q 13B[B K ortcr srtA+ew+, nw Mr 1 w • oxr Imsn xoncn urcc M la¢ ar M sal a v.mml" > 1lCO YbNml I wa3wnoa •RaFR I80]• M M]NF(.'1 Rw1 S ®m M MIUS s10 Oa�6 6 AQ X@[CIL( 3m03f11151f SfP.B411e 9WL Ri/a Nt 0x101 uL >mIRE AMp wm 1®Nn Boas InuBc �rs m M YNpEp Naia4R w 1 Ql9�IX .ILAI > oaaaeBrte oval PL61 Ya®[ BBW NPNI T: SOE3b RRO®R SIAeID qR YNM COPUM1R DMC g1B.ldf 11AAO�.O1Y 31M SITE PHOTOMETRIC PLAN CITY SUBMITTAL A1.3 �,\LOWER LEVEL FLOOR PLAN y-9" N -e 1-e" a" Sf-r -y 9'-0" a -o" WT 9'-t' K-9' 6'A' s' -S' R-� a -G Y-0" -9 -------- --------� I I I I11 lil III -- `- ---- - -----' -- III III 1'1 111 - - - - - r I - - ---------� --- I I I I I I _ i ' I iii ISI III 1 i I -- it III III III 1 1 I _ I I I uur To un ,i I 1/]pp— TaTs� I I 1 I I i I I I I I I I I 1 I I _ I11 1 11 I I Iwa SFIaSreI _ n o ooh a p000 I _ L �,\LOWER LEVEL FLOOR PLAN UPPER LEVEL FLOOR PLAN SHEET NOTES 1. sxu le:laow um u[uwacx gaol I.. maenrs M a XTu D a xomwiu urn uwrs. u1 rxus Dam nm arms a To a OxFM51]x[p wa out n nuE ai 9nnmwl uxT U,OaR KEY NOTES O 9PiC KQSS -'IX wT[PXx 0AU CN flll6 itll {Wl IOLI1lV6 R2, LEVEL FLOOR PLAN Y -o' 19. Da1N41f loaooxs- v:E a Sxl ma 9' MS9l .VaL PmFP o - umm�ni — ~_ 1 UPPER LEVEL FLOOR PLAN SHEET NOTES 1. sxu le:laow um u[uwacx gaol I.. maenrs M a XTu D a xomwiu urn uwrs. u1 rxus Dam nm arms a To a OxFM51]x[p wa out n nuE ai 9nnmwl uxT U,OaR KEY NOTES O 9PiC KQSS -'IX wT[PXx 0AU CN flll6 itll {Wl IOLI1lV6 R2, LEVEL FLOOR PLAN Y -o' ROOF PLAN STONE CREEK OFFICE CROUP, LLC 8156 MALLORY COURT CHANHASSEN. MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Men Hansen acnvecmra, 14u a.rv. a.19 ,y_MiM r IO®e QPra+ ttAi 116 R.w. SROs ip1 (A a wIe15 R�AVO 0• K a u9u m am aemusax. us wv w w out tm¢o u1m¢a k M rNS 6 M SL1E 6 wI®fA a IaY! Im41�F11, .Va IEo51R1LY1 xxaR IBp], M aW9rFR SwLL a Cmm M WIMB MO L O m 1®[[M 961x9019 m O $F9'KF x0 xWl RIIN /LL <ypl W. SUM4T N9) 0r1IX 1®!� b11S x11Y6 CTYi11S K M .Pqm L0.111p115 1b. IXYRPISN M1[ 1OR91MRA 9/LEI l OR E9MIIM Y6b xmtn xr6ex 91R9xM LVJ1M 9r: LSC o[am x. vurm xae wog mwnu aucmn.. TRIPLE 48'V WALK OUT PLANS CITY SUBMITTAL A2.1 19. Da1N41f loaooxs- v:E a Sxl ma 9' MS9l .VaL PmFP ~_ -- 6nr to a� uur To un ,i I 1/]pp— TaTs� uE Tm I 10'-0' Iwa SFIaSreI _ o ooh a p000 I L - I II I I R it I I I 1 I 1 ,CWIMd61T2 u f wut 9Y10 1C IV YINL 11P. WN9Wf \WM Hlll � RI.I NYLL G11fIP ROOF PLAN STONE CREEK OFFICE CROUP, LLC 8156 MALLORY COURT CHANHASSEN. MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Men Hansen acnvecmra, 14u a.rv. a.19 ,y_MiM r IO®e QPra+ ttAi 116 R.w. SROs ip1 (A a wIe15 R�AVO 0• K a u9u m am aemusax. us wv w w out tm¢o u1m¢a k M rNS 6 M SL1E 6 wI®fA a IaY! Im41�F11, .Va IEo51R1LY1 xxaR IBp], M aW9rFR SwLL a Cmm M WIMB MO L O m 1®[[M 961x9019 m O $F9'KF x0 xWl RIIN /LL <ypl W. SUM4T N9) 0r1IX 1®!� b11S x11Y6 CTYi11S K M .Pqm L0.111p115 1b. IXYRPISN M1[ 1OR91MRA 9/LEI l OR E9MIIM Y6b xmtn xr6ex 91R9xM LVJ1M 9r: LSC o[am x. vurm xae wog mwnu aucmn.. TRIPLE 48'V WALK OUT PLANS CITY SUBMITTAL A2.1 YI .KR641 9wIpE5 M WN F/ w/ atIF16 P.RPtm mwaP fbl�IC IRL Pi+nm Exrtwm m1wvlE tw FwER rsiurt swwc V D EXlpmll mwvslF tel Rrwsr su a.RRRo sruc -ur wmc REAR ELEVATION 1/.- = r-0• o RET wn 0 M) 6:13. I�12,R \SIDE ELEVATION Vfi• = r -o \SIDE ELEVATION = i• -O - EXTERIOR MATERIALS wfO-1 Tan STOK-I: TO S OEttlYPdf- ulWwrf PoR EM Y[ a, RE{Wpm MLw.11l YErI, ftSRl 6LRp6 MOT TO BE CEl[IYm (HR R14Nf : iNR4f PPNIICI$ 9g -w3M RNw [O0LL `X un [FOWeI OR 5[IE 6' tl%6RY CqW N BF O[1C0wIN. "TO Ilw.f-!tlt )1MNi ! e6IM1Ittw IEPe011[MIS Vf-I ilwk wM m -s/t' P MArm Eil@pl mrase MI Im Etlw.) awR r0 a uttmern wPu selw6m uRlwl® ua6RvwOnx swn[ mw m a mew.Pm IC -I NC.G4 RMG 4!m 9NPS ! s1F514R ORIe1L$ mm ro a OEtftewm 10 WIW gASlEl6 V8MiA5$ CWYM6XT rdOR ro a ocloPi uwc e Uehrbl RAFFi fil_t3. -M I��,o o �' ew , ww �❑'1I 11." I'll � 1111 I II',hI❑I�l II YI .KR641 9wIpE5 M WN F/ w/ atIF16 P.RPtm mwaP fbl�IC IRL Pi+nm Exrtwm m1wvlE tw FwER rsiurt swwc V D EXlpmll mwvslF tel Rrwsr su a.RRRo sruc -ur wmc REAR ELEVATION 1/.- = r-0• o RET wn 0 M) 6:13. I�12,R \SIDE ELEVATION Vfi• = r -o \SIDE ELEVATION = i• -O - EXTERIOR MATERIALS wfO-1 Tan STOK-I: TO S OEttlYPdf- ulWwrf PoR EM Y[ a, RE{Wpm MLw.11l YErI, ftSRl 6LRp6 MOT TO BE CEl[IYm (HR R14Nf : iNR4f PPNIICI$ 9g -w3M RNw [O0LL `X un [FOWeI OR 5[IE 6' tl%6RY CqW N BF O[1C0wIN. "TO Ilw.f-!tlt )1MNi ! e6IM1Ittw IEPe011[MIS Vf-I ilwk wM m -s/t' P MArm Eil@pl mrase MI Im Etlw.) awR r0 a uttmern wPu selw6m uRlwl® ua6RvwOnx swn[ mw m a mew.Pm IC -I NC.G4 RMG 4!m 9NPS ! s1F514R ORIe1L$ mm ro a OEtftewm 10 WIW gASlEl6 V8MiA5$ CWYM6XT rdOR ro a ocloPi uwc e Uehrbl RAFFi fil_t3. -M IC T 1 1 $iMR CmAfP/1[ wASIC efw F/ R/ IP411m IfTdAG _ 12;t5 \TYP. UNIT SIGN / LIGHT DETAIL rL DBA 4 & LOGO yLle1 [1LM1Xw T a TYP. UNIT ID SIGN STONE CREEK OFFICE GROUP, LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mg. Haa Hansen MIYIficNP>a aloes 1.1i [ pw Y I IplT OIwY MV 1M$ VLVI. RRi/.1Y11 CN INA1 M1\L IP@Il® BI If Nml YY IRR 9kEP4S0l. MY AwiI .11 P OF f! AM 1 IFOtlIFR W£P M IMS M S1PR f( WfEIDG ' tom mlvml, Rie6r . wv1eR 180)4 M MGRIEv 9uLL 4 aENO' M uIIW6 xa o.1ma a Mx ew[cns Felwr[xrs s sxa uw vwl rnw /LL Fd OI IM. SUNM'.vw 00[A wsEam mrs. Fnuww ormons m M PnloRn orclMPn w oEscwmwx 061[ i Ott AMrt1M NM 2 MFAMRN YW1 Pwl(R wR6u elw6owe oFovn fir: vrum O VLW caelne v�1ve. axawoeslPmmatr vIR TRIPLE 48'-0" WALK OUT ELEVATIONS CITY SUBMITTAL A2.2 SHEET NOTES I. n x aw � mw laamrs ao uome ro a xlwnm ar mmol wo wrows. ai wus awn sRn alwa rus ro w wa D w wa] a > a xoxww wa urwns LOWER LEVEL FLOOR PLAN Va'=" 'NOTES i arts -21 .non w aur w m n iowars LEVEL FLOOR PLAN 1/e' = r_w. STONE CREEK OMCE GROUP, LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mohegan Hansen a2ml. M T44 E w . ave sma ainwa I iuvwr wmw na aa; owt wzwun>w w wwn va wowm er r w waw w wn vaeama xo iwr i M A w• umso.m�aw uaA M IMS w M SiaF K IM(�w R 1CW YIlVi11. M I�MLw. •YER 160]t .w a.ac w mx avraM �ma�ains w anti¢ xw svu mw+ ru wwwi w, mnnww a" onax PH.em mIR Snwxc wlMvnz w >a uwaao mrneaas a oEsraon w¢ : mesrrta una rwaa •� o.m`wa - wmao n srMra ups uaw cwanw wacmrr: wuratwarMum®wrc as FIVE 48''0" WALK OUT PLANS CITY SUBMITTAL A2.3 LEVEL FLOOR PLAN / ° w auz alae /-fi FR. fN... OlI1ER TP. OOII6NN IUWIGIS� RMRa6I I911J ROOF PLAN ,/s- = r a- Ana �I�w vu e u NAI. wl/ 6 PIOII MNL olmR AlT OYIIOI6 Im. mNaPaA wamasl SHEET NOTES �. nw IAsmow xa NONNX mw Ip'AIO6 Ns mm9Y6 ro a mrtaam Bf MIaDLt UNI uTYTS M14YL5 IXQPI 4NlC MLLS la E wAAsaxm AA MI A nm w Irrnn un V Wwli KEY NOTES 'O .Imc A]i$ -� .n[mn aaA art wis � Alw lawns STONE CREEK OFFICE GROUP, LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mhnen Hansen NCN wm M GzazP wurxx� ��a i MIbBr Rmir MT T6 Rwl 4F6rNd Ol WI u5 aQPM® B\ N w Naw r oRcn As\Aas w w I Wr mvmn u�v M Vas6 MSGR6 �Y ICW IpIM'A1.1 ISOrvAIpr XwwA 100]9 M /N\RCI 9Wl H awaz M alnry6 uO L SI6 Cf 114N ILV[[AE RQIIIMS R 4RT21.'O 9\'1L SPIT ILL mIRfM W. SAMWf 40 OM[R Ascom mars. \nuoxc cavneolrs w M RIMm LQlli[XR Xp. [(Y191iM D'.R \eR9M1Ix NAI z wr s.Aimx Irool RwECI IUIae ousxaN wax a ollc wwn Re vurm alG NM WXIIw e(CIaM1 wAaRNawxAa�mr se FIVE 48'-0" WALK OUT PLANS CITY SUBMITTAL A2.4 - ," l' MINX IU R I I wIU Ia' o' I I 1 IY-d _ I o -o IAl e'-0' 1 » W 11 IP .I Ip -0' xa I ..-,. i mrr NASm l �1 - I� �Ro6 NA15m �I 1 7:1 I��ImaR NAa im.1 Vii. � Al' I❑ ❑ o � ddd ii� t_. li p ❑ ❑ la it '��-2x- !i I p o 0 0d r 1/12 II I secs S-� 1 1 it xAWI -- S . SRRO'sill 1N. RMRa6I I911J ROOF PLAN ,/s- = r a- Ana �I�w vu e u NAI. wl/ 6 PIOII MNL olmR AlT OYIIOI6 Im. mNaPaA wamasl SHEET NOTES �. nw IAsmow xa NONNX mw Ip'AIO6 Ns mm9Y6 ro a mrtaam Bf MIaDLt UNI uTYTS M14YL5 IXQPI 4NlC MLLS la E wAAsaxm AA MI A nm w Irrnn un V Wwli KEY NOTES 'O .Imc A]i$ -� .n[mn aaA art wis � Alw lawns STONE CREEK OFFICE GROUP, LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mhnen Hansen NCN wm M GzazP wurxx� ��a i MIbBr Rmir MT T6 Rwl 4F6rNd Ol WI u5 aQPM® B\ N w Naw r oRcn As\Aas w w I Wr mvmn u�v M Vas6 MSGR6 �Y ICW IpIM'A1.1 ISOrvAIpr XwwA 100]9 M /N\RCI 9Wl H awaz M alnry6 uO L SI6 Cf 114N ILV[[AE RQIIIMS R 4RT21.'O 9\'1L SPIT ILL mIRfM W. SAMWf 40 OM[R Ascom mars. \nuoxc cavneolrs w M RIMm LQlli[XR Xp. [(Y191iM D'.R \eR9M1Ix NAI z wr s.Aimx Irool RwECI IUIae ousxaN wax a ollc wwn Re vurm alG NM WXIIw e(CIaM1 wAaRNawxAa�mr se FIVE 48'-0" WALK OUT PLANS CITY SUBMITTAL A2.4 E4 T 9YW1FS MWXM F. •/ amu¢ P.MR6 mmW memR nd e Wce mon suc mwS axsurtn meM -M1. a66 /(LWLV 0.S16M115 I -MI.Cf SPIA91 9La6 a u ooMsam 66GIEM$ 45RW1 9 4WNY IF/ FN11m E F Cf s PMIIFD p11 P3m5T 0.1O11EU 5 -ar.F l^, PERM\ 1 REAR ELEVATION Mamm6W MOE DOW) a uD 6I Fri 11 _fir ��� 11 11 11 11 II` n in n _��01 ► .___ —cWrovrt snM rn. a xw6.s i SIDE ELEVATION Vs- = t• -w EXTERIOR MATERIALS w-1 cmry swxc-1' m s � Xt FW M MF1M-, Frm.latn au...F sem. ilk am6rs mW m a mw.m ® F. aM6m sO.c. MMs 11 Px6oucrs V U Rua Alf T Cf¢WnLL W . 6' FSPSIm COLW t. Bf OFI[Pw 1 16iW m Mv.r. FW naxcE a Msixunox P6amxxrs T -F lbt IW61Cc -s/. P @ m 6[Ip91 mM®Ic nsi (W Fa5M1 CO" T6 a mEeMm . T vtwa cFmun®.ExntMva SMMiE. cz W 16 $ mEMxxm FC -1 %IFVSI WIL uB .. $ISS RP WMMxcs. rnW TO M artxwF6 PFASFE6: FaMiASS C. WM[o W wcW CcWmaa.. CCWca s IN.E BASALS 1Y'2.-FW1 STONE CREEK OFFICE GROUP, LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mm"n H Hansen I.M F..nM�P •� S8� npM I II[�I aA1fY 1xV T6 R.w. SFFaf1GMN W RWn MS %FPMID 6T M W aALP .Y Y4C1 95+W.0111, N9 OMT I Y . YYIY MmFI[CI I.ClP ME W6 a M SYR a W630a m6 xxMax M xfasTx6TW Mrvaz 1x0]1 >M MWT6m sMu a mx6 txF mr�o s MEI WM96 K 1MN 1.6ROM .6TYI1(MIS a SFIML MEI 5W1 SOMI Ml aWYI 19, $YM WY MO OIXIA oBxM6 xWlz wnt avrmFls a M EIVOEO W(WpR MO. WYAFIIW Mh t ORA�xnr YdOF z 6trc6zMrR.a raW PIEIBI M.R .IffiE ate. xxc W� mwxM �caF: FIVE 48'-O WALK OUT ELEVATIONS CITY SUBMITTAL Al E; FRONT• IS i iiiii NMI III iiiii 1 iiiii III I iiiii iiiii i X11 iiiii 1 iiiii n n n n n n I n n_n I�= 1 REAR ELEVATION Mamm6W MOE DOW) a uD 6I Fri 11 _fir ��� 11 11 11 11 II` n in n _��01 ► .___ —cWrovrt snM rn. a xw6.s i SIDE ELEVATION Vs- = t• -w EXTERIOR MATERIALS w-1 cmry swxc-1' m s � Xt FW M MF1M-, Frm.latn au...F sem. ilk am6rs mW m a mw.m ® F. aM6m sO.c. MMs 11 Px6oucrs V U Rua Alf T Cf¢WnLL W . 6' FSPSIm COLW t. Bf OFI[Pw 1 16iW m Mv.r. FW naxcE a Msixunox P6amxxrs T -F lbt IW61Cc -s/. P @ m 6[Ip91 mM®Ic nsi (W Fa5M1 CO" T6 a mEeMm . T vtwa cFmun®.ExntMva SMMiE. cz W 16 $ mEMxxm FC -1 %IFVSI WIL uB .. $ISS RP WMMxcs. rnW TO M artxwF6 PFASFE6: FaMiASS C. WM[o W wcW CcWmaa.. CCWca s IN.E BASALS 1Y'2.-FW1 STONE CREEK OFFICE GROUP, LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mm"n H Hansen I.M F..nM�P •� S8� npM I II[�I aA1fY 1xV T6 R.w. SFFaf1GMN W RWn MS %FPMID 6T M W aALP .Y Y4C1 95+W.0111, N9 OMT I Y . YYIY MmFI[CI I.ClP ME W6 a M SYR a W630a m6 xxMax M xfasTx6TW Mrvaz 1x0]1 >M MWT6m sMu a mx6 txF mr�o s MEI WM96 K 1MN 1.6ROM .6TYI1(MIS a SFIML MEI 5W1 SOMI Ml aWYI 19, $YM WY MO OIXIA oBxM6 xWlz wnt avrmFls a M EIVOEO W(WpR MO. WYAFIIW Mh t ORA�xnr YdOF z 6trc6zMrR.a raW PIEIBI M.R .IffiE ate. xxc W� mwxM �caF: FIVE 48'-O WALK OUT ELEVATIONS CITY SUBMITTAL Al E; UPPER LEVEL FLOOR PLAN 1/A- = 1--0- SHEET NOTES ,. n6n msmw no 1¢ne,lua RaY Launois MD De1DSx5 To 8[ RRRIW(p ar wRuul un T .0 ws [6FP1 s]w axerC wls ,D a PFI®FD MD 6LL1 AI [1 le[ a M.UW Wf UNNS KEY NOTES O.,IC .Vi4. -$ ROpCJR a.D WI wWs rm IWl lauua �i�MAIN LEVEL FLOOR PLAN ,._a. Y . .�N'1 Will M WY 1 _3_v\rt 01nw 10' a I I}[ Lvls m. I � I I 6 ApN. MW. Ii11RA z T -F 10 I 9'-a' 6'-0 I]'-8- 6-0. 9'-0 I6'4 T-0• I I I � I I 11 1 I� II / I I, I 1 I II I I —c I/wlvnw el noa � _ -- PI`-- ------------- -----' `--- — ---------' -----— — — — — — — — — — ----1 11 I I I I 1 11 I 11 1 I 1 I 1 I 1 I I 1 1 I I I I 1 I I I I i I I I I I I I IV -a' W 1 I I I 1 I I 1 11 I I 1 lab' w I I I I I I I _ 1 1 I I 11 I 11 I I I I I I I I I I I I I I I 11 II I I I I I I I I 11 II II II I - II Y I I I I I I I I — I 1 I I I II I I I I I I I I Ra( WUIO6 I I II I 1 - I 1 1 ' 1ate' I I .'-a' I � I I n _______ _ _________-f_ I i Y-lLY Y-6 l-IY Y$ i -i %4 �i�MAIN LEVEL FLOOR PLAN ,._a. Y . .�N'1 Will M WY 1 _3_v\rt 01nw 10' a I I}[ Lvls m. I � I I 6 ApN. MW. Ii11RA z T -F 10 I 0 0 i d II it f FR I I I I II I 1 I I I � I I 11 1 I� II / I I, I 1 I II ROOF PLAN 1/6' = " 1ae15 STONE CREEK OFFICE GROUP, LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Haven I IWf m11fY IINI lid Y:,VI. SRVGIOI W I[rtGl [K PID)`If® BI IE a( IMn Yf ORR 9X4R.6Vh Mtl ➢1V IIY 1 M[ItFl6D A®016Cf V4FA M IMS a M SUdL a YYI600. ]m] Y01tSiA, RD]muna IeA1Rrx IN74 M /NRI¢f AYl H !!Dm M M10fR5 Np wlD6 a MP 1®[CIM 161RWpIS a SfMR MO SNMt WYI NL Wow W. SYMtlR MD OMA RtgRRO was enwxc mr]aons a M .V)1Of➢ NCIIIMS IQ e5OIP1[ll MR IUM191e1M l.Ltl S OII YM1W RgJ(<1 •Am6 owtw ww ar oc = oAaaa s•. firearm _ d2 Vtol mnnw u[aaer. wAsnwaaa�.rnr we TRIPLE 48'-0" SLAB ON GRADE PLANS CITY SUBMITTAL A2.6 Iw aoWsnart lDun IlF a WL 6F1➢II 6 ApN. MW. Ii11RA z T -F f I I —c I/wlvnw el noa � _ paoodl I I I I I I I I I I I I I I ww Ra a wRw 0 NL Y9R. WILL/ 6� Ne% NUl LNI[R COXnMJI1i Fei �• Ra( WUIO6 1ae15 STONE CREEK OFFICE GROUP, LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Haven I IWf m11fY IINI lid Y:,VI. SRVGIOI W I[rtGl [K PID)`If® BI IE a( IMn Yf ORR 9X4R.6Vh Mtl ➢1V IIY 1 M[ItFl6D A®016Cf V4FA M IMS a M SUdL a YYI600. ]m] Y01tSiA, RD]muna IeA1Rrx IN74 M /NRI¢f AYl H !!Dm M M10fR5 Np wlD6 a MP 1®[CIM 161RWpIS a SfMR MO SNMt WYI NL Wow W. SYMtlR MD OMA RtgRRO was enwxc mr]aons a M .V)1Of➢ NCIIIMS IQ e5OIP1[ll MR IUM191e1M l.Ltl S OII YM1W RgJ(<1 •Am6 owtw ww ar oc = oAaaa s•. firearm _ d2 Vtol mnnw u[aaer. wAsnwaaa�.rnr we TRIPLE 48'-0" SLAB ON GRADE PLANS CITY SUBMITTAL A2.6 t AYYwx L� M/ plflFl6 mnxm saxL -ar vea' wean v FRONT ELEVATION 'Ir = r'- ��I■�I 4� i iiiii ®iiiii illi iiiii 11� .Mm v a SIDE ELEVATION h" . s• -o. r M.0. F� Q SIDE ELEVATION r/e• . STONE r -o - EXTERIOR MATERIALS m -r Mm sw-r� m t ¢mreg rmAw[ wx pea 'JED esn-I. weLrlmso xuelw samr. nm. WaO6 mM ro ff CnfAem ® � ¢wn sooc +uxs xamc wvmrs .. fl.Wt SflfCr C[YWJLL dl Lpw. 6- [IXfR m . CnLPU 6' f11F I..E m wMf Ltli S1gVLL a x61NlAMM IEWLSYLYIS RA W A-1 1Nt YPA M -5/4 AInED r M DRAF mwslL rlw (F mw) mao m s xstxuxm ewwr veep¢ mnxxmm u,pvrtxp vwnc mm ro es a[rmera Q AeGS[ mxc. vuz vwLS s vet wx oxwla max m a rcrLm.eo Q A wexaYss macs Aaxo ra enw mart 70 ro a mLp mw.n pw[ e uw.,rva oustts n5 -a. -sem II�� ®IIl �nill ii■�� l l nii;� l i ii AYYwx L� M/ plflFl6 mnxm saxL -ar vea' wean v FRONT ELEVATION 'Ir = r'- ��I■�I 4� i iiiii ®iiiii illi iiiii 11� .Mm v a SIDE ELEVATION h" . s• -o. r M.0. F� Q SIDE ELEVATION r/e• . STONE r -o - EXTERIOR MATERIALS m -r Mm sw-r� m t ¢mreg rmAw[ wx pea 'JED esn-I. weLrlmso xuelw samr. nm. WaO6 mM ro ff CnfAem ® � ¢wn sooc +uxs xamc wvmrs .. fl.Wt SflfCr C[YWJLL dl Lpw. 6- [IXfR m . CnLPU 6' f11F I..E m wMf Ltli S1gVLL a x61NlAMM IEWLSYLYIS RA W A-1 1Nt YPA M -5/4 AInED r M DRAF mwslL rlw (F mw) mao m s xstxuxm ewwr veep¢ mnxxmm u,pvrtxp vwnc mm ro es a[rmera Q AeGS[ mxc. vuz vwLS s vet wx oxwla max m a rcrLm.eo Q A wexaYss macs Aaxo ra enw mart 70 ro a mLp mw.n pw[ e uw.,rva oustts n5 -a. -sem CREEK OFFICE GROUP, LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Men Hansen N[�iracNrel6d 0 Getup i.n L u m A m:n�w i xcaer rmni mr rxs ww. SOLOGIYX (R 1(px YS V16VIAa x� �[ F pow er pan ssrsanx. Yxo nw � w . mx uvaso wo.xa aux M Ws IX M surz IX le.�+ s moo LaYaLe. emlA.ml wee[x 180,1 M MdRCr 9W1. pef0 M WIIWS NO Ow[16 IX TfA 16RCIN .6ppxM15 6 5(xA2 MO 9wL S1M1 Ml QYOII IN. SGNIAIf.YO OIMFx IEmhm IDIS N31Pf m'xe)x5IX M xneum oonlaels xa owa�ips an, spwv.mra ✓ew I pIf4AMIrM .'SL aptb•.i eeeu eeeYww Amon m vwrm aac mwxx venaxr: wanox,>rum�vw ea TRIPLE 48'-0A SLAB ON GRADE ELEVATIONS CITY SUBMIATIFALL 11G./ LIGHTING/SIGNAGE The applicant has prepared a lighting plan for the proposed development. Lighting consist of 25 foot tall poles with either a single or double light high pressure sodium metal halide lighting in a shoe -box type fixture. The proposed area lighting complies with city requirements. The developer is also proposing wall mounted units. These lights must be directed downward so that there is no glare directed off site. The PUD permits freestanding monument signs. The sign is limited to a maximum of eighty (80) square feet in sign display area and the height not to exceed eight (8) feet. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The applicant is proposing a Limestone Slab, 5 feet in height, as an entry monument sign. The area of the sign is less than 35 square feet. The sign is proposed to be located along the south portion of the site at the entrance. It maintains a 10 -foot setback from the property line which is consistent with city code. The sign meets PUD requirements. The PUD allows Wall signs as described in the city ordinance for industrial office park site. Wall signage is shown above the entrance into each unit. A separate sign permit shall be required for each sign. Sec. 20-1304. Industrial office park signs. The following signs shall be allowed by permit in any IOP district: (3) Wall business signs. Wall business signs shall be permitted on street frontage for each business occupant within a building only. In multitenant buildings where individual entrances do not front on a public street, a wall sign may shall be permitted on the entrance facade if the following apply: a. The entrance is a unit entrance and not a common hallway, b. The entrance is not an emergency exit or "exit only" for the unit. The sign may contain the name and logo of the business only and shall have a sign display area that is in compliance with the district standards. The total of all wall mounted sign display areas for each business shall not exceed the square footage established in the following table: Building Inspections December 30, 2004 CITY OF This letter is to confirm that on May 24, 2004, the City Council adopted the CHMIMSEN following: 7700 Market Boulevard Mr. Mark Undestad PC Box 147 Eden Trace Corp/Stone Creek Office Group LLC Chanhassen, MN 55317 8156 Mallory Court Administration Chanhassen, MN 55317 Phone: 952.227.1100 Creek Town Offices as shown on the plans received April 13, 2004, subject to the Fax: 952.227.1110 Dear Mr. Undestad: Building Inspections 3. Phone: 952.227.1180 This letter is to confirm that on May 24, 2004, the City Council adopted the Fax: 952.227,1190 following: Engineering Phone: 952,227.1160 Preliminary Plat Fax: 952.227.1170 Add the following City of Chanhassen Detail Plate Nos. 1004, 1005, 1591 Park Road Phone: 952.227.1300 "The City Council approves the preliminary plat for Planning Case 04-15 for Stone Finance Phone: 952.227.1140 Creek Town Offices as shown on the plans received April 13, 2004, subject to the Fax: 952.227.1110 following conditions: Part a Recreation Phone: 952.227.1120 1. The total SWMP fee, due and payable to the Cit at the time of final plat P Y Y Fax 952,227 1110 recording, is $64,268. Recreation Center State of Minnesota must sign all plans. 2310 coulter Boulevard 2. A park fee of $94,010 shall be paid for the 13.43 acres at the time of the Phone: 952.227.1400 replat. Fax: 952.227.1404 for staff review. The storm sewer will have to be designed for a 10 -year, Planning A 3. Submit a private cross -access and cross -parking easement against all lots Natural Resources at time of final plat recording. Cross -access easements for the shared Phone: 952.227.1130 Fax: 952.2271110 driveway accesses must be obtained and recorded against all lots. Public Wada 4. Add the following City of Chanhassen Detail Plate Nos. 1004, 1005, 1591 Park Road Phone: 952.227.1300 1006, 2001, 2101, 2103, 2201, 2204, 3101, 3102, 5201, 5203, 5207, Fax 952.227.1310 5214, 5215, 5216, 5300 and 5302. Senior center Phone: 952.227.1125 5. Prior to final lata approval, a professional civil engineer registered in the P PP P � Fax 952 227.1110 State of Minnesota must sign all plans. Web site www.ci.chanhassen.mn.us 6. Prior to final platting, storm sewer design data will need to be submitted P g' � for staff review. The storm sewer will have to be designed for a 10 -year, 24-hour storm event. 7. Staff recommends that type H silt fence be used adjacent to the storm pond and the creek. The City of Chanhassen • A growing community with clean lakes, quality schools, a Channing downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play Mr. Mark Undestad Stone Creek Town Offices, Planning Case 04-I5 December 30, 2004 Page 2 8. Any off-site grading will require easements from the appropriate property owner. 9. Installation of the private utilities for the site will require permits and inspections through the City's Building Department. 10. The site has previously been assessed for utility and street improvements. The remaining assessment due and payable to the City is $103,521.12. This assessment may be re -spread against the newly platted lots on a per - area basis or paid at the time of final platting. Sanitary sewer and water hookup charges will also be applicable for the new lots. The 2004 trunk hookup charge is $1,458 per unit for sanitary sewer and $2,814 per unit for water -main. The hookup charges are based on the number of SAC units assigned by the Met Council for the new lots. Sanitary sewer and water -main hookup fees may be specially assessed against the parcel at the time of building permit issuance. 11. All of the public utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Upon completion of the utility improvements, the public utilities will be turned over to the City for maintenance and ownership. The applicant is required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that public utility improvements will require a preconstruction meeting before building permit issuance. Installation of the private utilities for the site will require permits and inspections through the City's Building Department. Permits from the appropriate regulatory agencies must be obtained, including but not limited to the MPCA, Department of Health, and the Watershed District. 12. On the utility plan: a. Show the existing and proposed utility easements. b. Add a storm sewer schedule. c. Revise the Sewer Note No. 1 to be, "All sanitary services shall be 6" PVC SDR26." d. Add a note, "any connection to existing structures must be core drilled." e. Remove the existing 24 -inch storm stub to the north and bulkhead the invert at the manhole. f. Delete the sanitary sewer connection at the southwest corner of the site and utilize the existing sanitary stub in the cul-de-sac. Mr. Mark Undestad Stone Creek Town Offices, Planning Case 04-15 December 30, 2004 Page 3 g. Revise the proposed storm sewer within the cul-de-sac from a 12 - inch to a 15 -inch pipe. 13. On the grading plan: a. Show all existing and proposed easements. b. Show the benchmark used for the site survey. c. Show a minimum 75 -foot rock construction entrance. d. Revise the side slope to 3:1 maximum along the northeast side of the parking lot and at the southeasterly corner of Lot 25. 14. The 8 -inch water and sewer mains will be considered public utility lines since they serve multiple lots. As such, minimum 30 -foot wide public easements will be required over the portion of the public utility lines that are outside of the right-of-way. 15. The Stone Creek Drive cul-de-sac must be built with a 48 -foot radius and B-618 concrete curb and gutter. 16. The private street must be built to a 9 -ton design, paved to a 26 -foot width, and contained within a 40 -foot private easement. The developer will be required to submit certification reports from a soil testing company which show that the private street was built to these standards. 17. Lot 26 may be used for parking purposed only. 18. The applicant shall execute a cross parking agreement with the Family of Christ Lutheran Church which shall encompass the 60 parking spaces shown in attachment 7. 19. The applicant shall execute a cross parking agreement with the Family of Christ Lutheran Church which shall encompass the 60 parking spaces shown in attachment 6." Site Plan The City Council approves Site Plan Case 04-15 for Stone Creek Town Offices as shown on the plans received April 13, 2004, subject to the following conditions 1. Environmental Resources Specialist Conditions: Mr. Mark Undestad Stone Creek Town Offices, Planning Case 04-15 December 30, 2004 Page 4 a. Applicant shall increase landscape plantings in bufferyards to meet minimum requirements. A revised landscape plan shall be submitted before final approval. b. Applicant shall plant a minimum of 36 overstory trees in the parking lot to meet minimum requirements. c. Norway maple shall be replaced by a more suitable tree selection. 2. Building Official Conditions: a. Buildings (units) over 2000 sq. ft. in gross floor area are required to be protected with automatic fire sprinklers. b. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. An accessible route must be provided from the accessible parking spaces to the entrances of all units. The maximum slope of the accessible route is 1/20. d. Separate water, sewer and fire protection services must be provided for each piece of property. e. Exterior walls less than ten (10) feet from property lines must be of fire -resistive rated construction in accordance with IBC Chapter 6 and terminate in accordance with IBC Chapter 7. f. Separate male and female restrooms must be provided in each unit with an occupant load greater than 15, as determined by IBC Table 1003.2.2.2. g. Detailed construction and occupancy related requirements cannot be reviewed until complete plans are submitted. h. The owner and/or their representative shall meet with the Inspections Division as soon as possible to begin the preliminary plan review process and discuss permit procedures. 3. On the site plan: a. Revise the scale from 1"=20' to V=40'. b. Show the existing and proposed trail/sidewalk adjacent to the site. c. Show all dimensions for the improvements, i.e. drive aisle width, cul-de-sac radius, curb return radii, stall lengths/widths, etc. 4. No direct access to Highway 5 is allowed. 5. All exposed soil areas shall have temporary erosion protection or permanent cover for the exposed soil areas year round, according to the following table of slopes and time frames: Mr. Mark Undestad Stone Creek Town Offices, Planning Case 04-15 December 30, 2004 Page 5 TyM of Sloe Time (Maximum time an area can remain open when the area Steeper than 3:1 7 days is not actively being worked.) 10:1 to 3:1 14 days Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or manmade systems that discharge to a surface water. 6. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 8. Each site shall provide areas for bicycle parking and storage. 9. The applicant shall provide a second trash enclosure area south of Lot 5 and relocate the proposed trash enclosure to the south of Lot 18. 10. Fire Marshal conditions: a. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. b. Three additional fire hydrants will be required. Install 1 southwest of Lot 11 in the parking island. Install 1 southeast of Lot 6 in the parking island. Install 1 in the island between Lots 20 and 21 on the south side on the building. If necessary, please contact the Chanhassen Fire Marshal for the exact location. Fire Lane signs and yellow curbing will be required. Contact the Fire Marshal for exact location of signs and curbs to be painted. Mr. Mark Undestad Stone Creek Town Offices, Planning Case 04-15 December 30, 2004 Page 6 11. Extend the sidewalks and relocate accessible parking access aisle as shown in attachment 1. 12. The applicant must work with staff to provide a walk on the south end skirting the parking lot and over to the cul-de-sac, then loop around the cul-de-sac to the north to connect up with the existing trail system. 13. Relocate the trash enclosure and add another one as indicated by staff. Duplicates condition #9. 14. If entrances are granted on both sides of the southern buildings, there should be a walk on the north side of the building. 15. The applicant will work with staff and MnDOT to provide additional screening and berming along Highway 5. 16. Turning radiuses on the site shall accommodate fire fighting vehicles. If you have any questions, please feel free to contact me at (952) 227-1134. r Sharmeen Al-Jaff Senior Planner c: Matt Saam, Assistant City Engineer Steve Torell, Building Official gAplan\2004 planning cases\04-15 - stone creek town offices approval letter.doc 0 December 30, 2004 CITY OF This letter is to formally notify you that on June 1, 2004, the City Council adopted WIMSEN the following motion: 7700 Market Boulevard Mr. Mark Undestad PO Boz 147 Eden Trace Corp/Stone Creek Office Group LLC Chanhassen, MN 55317 8156 Mallory Court Administration Chanhassen, MN 55317 Phone: 952227.1100 Fax: 952.227.1110 Dear Mr. Undestad: Building Inspections Phone: 952 2271180 This letter is to formally notify you that on June 1, 2004, the City Council adopted Fax 952 227,1190 the following motion: Engineering Phone: Engine.2P7.1160 "The City Council approves the final plat for Planning Case 04-15 for Stone Creek Fax: 952.227.1170 Town Offices as shown on the plans received May 24, 2004, subject to the following conditions: Finance Phone: 952 227.1140 Fax: 952.227.1110 1. The total SWMP fee, due payable to the City at the time of final plat recording, is $64,268. Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 2. A park fee of $94,010 shall be paid for the 13.43 acres at the time of the Recreation Center replat. 2310 Coulter Boulevard PFa:952227.144110 Fax: 952.221.1404 3_ Submit a private cross -access and cross -parking easement against all lots P � P g g at time of final plat recording. Cross -access easements for the shared Planning a driveway accesses must be obtained and recorded against all lots. Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 4. Staff recommends that Type II silt fence be used adjacent to the storm pond and the creek. Public Works 1591 Park Road Phone: 952.227 1300 5. Any off-site grading will require easements from the appropriate Fax: 952.227.1310 property owner. Senior center Phone: 952.227 1125 6. Installation of the private utilities for the site will require permits rmits and P �1 Fax: 952.227.1110 inspections through the City's Building Department. Web site wwwci chanhassen.mn.us 7. The site has previously been assessed for utility and street improvements. P y y P The remaining assessment due and payable to the City is $103,521.12. This assessment may be respread against the newly platted lots on a per - area basis or paid at the time of final platting. Sanitary sewer and water hookup charges will also be applicable for the new lots. The 2004 trunk hookup charge is $1,458 per unit for sanitary sewer and $2,814 per unit for watermain. The hookup charges are based on the number of SAC The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Mr. Mark Dndestad Stone Creek Town Offices, Planning Case 04-15 December 30, 2004 Page 2 units assigned by the Met Council for the new lots. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. 8. All of the public utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Upon completion of the utility improvements, the public utilities will be turned over to the City for maintenance and ownership. The applicant is required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that public utility improvements will require a preconstruction meeting before building permit issuance. Installation of the private utilities for the site will require permits and inspections through the City's Building Department. Permits from the appropriate regulatory agencies must be obtained, including but not limited to the MPCA, Department of Health, and the Watershed District. 9. On the utility plan: a. Show the existing and proposed utility easements. b. Add a note, "Any connection to existing structures must be core drilled." c. Remove the existing 24 -inch storm stub to the north and bulkhead the invert at the manhole. 10. On the grading plan: a. Show all existing and proposed easements. b. Show a minimum 75 -foot rock construction entrance. c. Revise the side slope to 3:1 maximum along the northeast side of the parking lot and at the southeasterly corner of Lot 25. 11. The 8 -inch water and sewer mains will be considered public utility lines since they serve multiple lots. As such, minimum 30 -foot wide public easements will be required over the portion of the public utility lines that are outside of the right-of-way. 12. The Stone Creek Drive cul-de-sac must be built with a 48 -foot radius and B-618 concrete curb and gutter. 13. The private street must be built to a 9 -ton design, paved to a 26 -foot width, and contained within a 40 -foot private easement. The developer Mr. Mark Undestad Stone Creek Town Offices, Planning Case 04-15 December 30, 2004 Page 3 will be required to submit certification reports from a soil testing company which show that the private street was built to these standards. 14. Lot 26 may be used for parking purposes only. 15. The applicant shall execute a cross -parking agreement with the Family of Christ Lutheran Church which shall encompass the 60 parking spaces shown in Attachment 1." If you have any questions, please call me at (952) 227-1134 or e-mail me at saljaff @ci.chanhassen.mn.us Sharmeen Al-Jaff Senior Planner Matt Saam, Assistant City Engineer Steve Torell, Building Official g:lplan\2004 planning cases\04-15 — Stone Creek Tbu Offices/letter of approval final plat.doc CITY OF CHANHASSEN r,19'eI gVrPDO MAY 2 4 2004 ENGINEERING DEPT. epar ON rz GREEK tOUJN OFFICES KNOW ALL MEN BY THESE PRESENTS: That Stone Creek Office Group, LLC, a Minnesota Limited Liability Company, fee owner, and Marcel Eibensteiner, a single person, mortgagee of the following described property situated in the County of Carver, State of Minnesota, to—wit: Outlot C, BLUFF CREEK CORPORATE CENTER, Carver County, Minnesota except that part shown as Parcel 215C on Minnesota Department of Transportation Right of Way Plats Numbered 10-08 and 10-09. Have caused the same to be surveyed and platted as STONE CREEK TOWN OFFICES and do hereby donate and dedicate to the public for public use forever the drive and easements for drainage and utility purposes as shown on the plot. In witness whereof said Stone Creek Office Group, LLC, a Minnesota Limited Liability Company has caused these presents to be signed by its proper officer this day of I 200_ SIGNED: Stone Creek Office Group, LLC Mark Undestad, President STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this _ day of . 200_ by Mark Undestad, President of Stone Creek Office Group, LLC, a Minnesota Limited Liability Company on behalf of said Company. Notary Public, My Commission Expires County, Minnesota In witness whereof said Marcel Eibensteiner,o single person, has hereunto set his hand this of . 200= SIGNED: Marcel Eibensteiner Eibensteiner STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this _ day of Eibensteiner a single person. Notary Public, County, Minnesota My Commission Expires rz. Co. RUO 4 SONS, INC. Land Surveyors day I hereby certify that I have surveyed and platted the property described on this plat as STONE CREEK TOWN OFFICES; that this plat is a correct representation of the survey; that all distances are correctly shown on the plat in feet and hundredths of a foot; that all monuments will be correctly placed in the ground as shown in accordance to Minnesota Statutes, Section 505.02, Subd. 1; that the outside boundary lines are correctly designated on the plat and there are no wetlands as defined in Minnesota Statutes Section 505.02, Subd. 1 or public highways to be designated other than those shown. Jason E. Rud, Land Surveyor Minnesota License Number 41578 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this Minnesota License No. 41578. Notary Public, County, Minnesota My Commission Expires 200_. CHANHASSEN, MINNESOTA day of 200_, by Jason E. Rud, This plat of STONE CREEK TOWN OFFICES was approved and accepted by the City Council of the City of Chanhassen, Minnesota, at a regular meeting thereof held this day of 200_, and is in compliance with the provisions of Minnesota Statutes Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statute, 505.02, Subd. 1 CITY COUNCIL OF THE CITY OF CHANHASSEN MINNESOTA M COUNTY SURVEYOR, Carver County, Minnesota Mayor By. Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this John E. Freemyer, Carver County Surveyor By: COUNTY AUDITOR, Carver County, Minnesota I hereby certify that there are no delinquent taxes for all years prior to entered. Dated this day of 200_ day of Clerk 200_. for land described on this plat and transfer MARK LUNDGREN, County Auditor By. COUNTY TREASURER, Carver County, Minnesota 200_ by Marcel I hereby certify that the taxes payable for this year 200_ for land described on the plat as STONE CREEK TOWN OFFICES, have been paid on this day of 200_. TOM KERBER, County Treasurer By COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of STONE CREEK TOWN OFFICES was filed this day of at o'clock . M. as Document No. CARL W. HANSON, JR. County Recorder By 200_, JHLL I -I Ur L t)HLL I b STONE CREEK TOWN op:p: I pme NW CORNER OF SECTION 15. T. 116, R.23 S8 Q"E L 2641.9641.9 0 -NORTH LINE OF THE NW 1/4 SECTION 15. T. 116, R.23 _NORTH 1/4 CORNER • DENOTES FOUND IRON MONUMENT AS LABELED O DENOTES SET IRON MONUMENT MARKED RLS # 41578 0 DENOTES FOUND MDOT R/W MONUMENT DISK ° — DENOTES RESTRICTED ACCESS SexVA 42. f0 S \All p' \ Z ?p 1 \ � 1k•� 75 FOOT NSP ELECTRICAL EASEMENT PER DOC. NO. 280550 / / / / BEARINGS SHOWN ARE BASED ON THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 116, RANGE 23, HAYING AN ASSUMED BEARING OF S88 -26.00"E ra. O. RUM 4 SONS, INC. Land 8urvagors S89'23'45"W SEC 15, T.116, R.23 4 S6826 29 E J w 18 o 19 _ ------ . — . — . — . — . —_ 2642.12 - — - N A��SF 1 00 k ------------ N I _ ---- ww J Np----------- 137.5 137.5 DUTLOT A I1 __ __ - EXCEPTION �.. , ° I ------------------ I PER DOC. NO. 280550 �) 767.69 _-_----- l\ • DENOTES FOUND IRON MONUMENT AS LABELED O DENOTES SET IRON MONUMENT MARKED RLS # 41578 0 DENOTES FOUND MDOT R/W MONUMENT DISK ° — DENOTES RESTRICTED ACCESS SexVA 42. f0 S \All p' \ Z ?p 1 \ � 1k•� 75 FOOT NSP ELECTRICAL EASEMENT PER DOC. NO. 280550 / / / / BEARINGS SHOWN ARE BASED ON THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 116, RANGE 23, HAYING AN ASSUMED BEARING OF S88 -26.00"E ra. O. RUM 4 SONS, INC. Land 8urvagors S89'23'45"W 145.531 ............... _......... 4 J w 18 o 19 1/4 OF SEC 15, T. 116, R.23 NO � S A N` m A��SF 1 00 k OC AL S \ �k•1� ww 7 0 21 gayc-- 0 Ng -2 � E I EASEMI S82'26'05"W 2 4.00 4 1> 0 1O g9 6 3x+ \T�60.00 60 Sl0 On 9a. -w' 26 AGE AND UTILITY THROUGHOUT LOT 26) Gl 5 s�esq. \ I EAST LINE OF THE NE 1/4 OF SEC 15, T. 116, R.23 137.5 137.5 DUTLOT A I1 50 �.. , 75 FOOT NSP ELECTRICAL EASEMENT I PER DOC. NO. 280550 �) l\ I 37*'j 37.5 � -2 0 _ r ` cV- g� Ul1U1Y~EAST X9`74 Fv 99.R\AAVI 97g' EASEMENT pOC. 03621- ' " 00 47 -' / Qom?°36.16•, / NE CORNER OF SECTION 15. T. 116, R.23 10 NORTH GRAPHIC SCALE ( W FEET ) 1 inch = 80 feet ,)HF F I l OF l SHF F I STONE CREEK TOWN ormp:[ CSS KNOW ALL MEN BY THESE PRESENTS: That Stone Creek Office Group, LLC, a Minnesota Limited Liability Company, fee owner, and Marcel Eibensteiner, This plat. of STONE CREEK TOWN OFFICES was approved and accepted by the City Council of the City of Chanhassen, Minnesota, a single person, mortgagee of the following described property situated in the County of Carver, State of Minnesota, to—wit: I hereby certify that I have surveyed and platted the property described on this plat as STONE CREEK TOWN OFFICES; that Minnescta Statutes Section 505.03, Subd. 2. this plat is a correct representation of the survey, that all distances are correctly shown on the plat in feet and hundredths of a 1 foot; that all monuments will be correctly placed in the ground as shown in accordance to Minnesota Statutes, Section 505.02, Outlot C, BLUFF CREEK CORPORATE CENTER, Carver County, Minnesota except that part shown as Parcel Subd. 1; that the outside boundary lines are correctly designated on the plat and there are no wetlands as defined in Minnesota 215C on Minnesota Department of Transportation Right of Way Plu',s Numbered 10-08 and 10-09. Statutes Section 505.02, Subd. 1 or public highways to be designated other than those shown. Have caused the some to be surveyed and platted as STONE CREEK TOWN OFFICES and do hereby donate and dedicate to the public for public use forever the drive and easements for drainage and utility purposes as shown on the plot. In witness whereof said Stone Creek Office Group, LLC, a Minnesota Limited Liability Company has caused these presents to be signed by its proper officer this day of , 200_ SIGNED: Stone Creek Office Group, LLC Mork Undestod, President Jason E. Rud, Land Surveyor Minnescta License Number 41578 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of Minnescta License No. 41578. Notary Public, County, Minnesota My Commission Expires 200^ CHANHA:Lr EN, MINNESOTA 200_, by Jason E. Rud, STATE OF MINNESOTA COUNTY OF This plat. of STONE CREEK TOWN OFFICES was approved and accepted by the City Council of the City of Chanhassen, Minnesota, at a regular meeting thereof held this day of . 200_, and is in compliance with th- provisions of The foregoing instrument was acknowledged before me this day of 200_ by Mark Undestad, Minnescta Statutes Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stat-.,; on this plat, __ President of Stone Creek Office Group, LLC, a Minnesota Limited Liabi;i+y Company on behalf of sold Company. accordinc to Minnesota Statute, 505.02, Subd. 1 Notary Public, County, Minnesota My Commission Expires In witness whereof said Marcel Eibensteiner,o single person, has "nereur,o set his hand this day of 200_. SIGNED: Marcel Eibensteiner Marcel Eibensteiner STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this _ day of 200_ by Marcel Eibensteiner a single person. Notary Public, County, Minnesota My Commission Expires APR 0 g 2004 E.G. Rud & Sons, Inc. rz. (3. RUD 4 SONS, INC, Land evveycre CITY CO J,ICIL OF THE CITY OF CHANHASSEN MINNESOTA Mayor By: COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of John E. Freemyer, Carver County Surveyor By. COUNTY kWDITOR, Carver County, Minnesota I hereby certify that there are no delinquent taxes for all years prior to entered. Dated this day of 200_. MARK LUNDGREN, County Auditor By: COUNTY TREASURER, Carver County, Minnesota Clerk 200_ for land described on this plat and transfer I hereby certify that the taxes payable for this year 200_ for land described on the plat as STONE CREEK TOWN OFFICES, have been paid on this day of 200_ TOM KERBER, County Treasurer By. COUNTY PECORDER, Carver County, Minnesota I hereby certify that this plat of STONE CREEK TOWN OFFICES was filed this of o'clock _ M. as Document No. CARL W. HANSON, JR. County Recorder By: day of 200 SHEET 1 OF 2 SHEETS FOR: &TONE CREEK OFFICE GROUP, LLC X E5& 1" 114LLORY COURT CH14NH146&EN, MN 55137 (P) 952-361-0122 lF) 952-361-x'123 f=;R r: L I r*1 I N 4 R *i00 or -;STONE GREEK TOWN OFFIG63 ---WING WALL--�J PP :BRIM \�'\ �cBz•26' z iW 4 f=LM4T - NORTH LINE OF THE NW 1/4 SECTION 15. T. 116, R.23 _ NORTH 1/4 CORNER / SEC 15, T.116, R.23 --_..-__ "i'i -____�____ ,. , , f�il�., r+.'r� ,-. -•, "»'b,.iH�`�',�T fya�^+.�'��il`�r 5k4*',£ '+fix z"^ ror� ^` y. i , •'ter yy,XtS H�^#h5 ,. Y • ` ,. �.' i PP IS 17 LEGAL DESCRIPTION: OUTLOT C, BLUFF CREEK CORPORATE CENTER, Carver County, Minresoto. EXCEPT that port of said Outlot C shown as Parcel 215C on Minnesota Deportment of Transportation Right of Way Plats Numbered 10-08 and 10-09 as the some are on file and of record in the office of the County Recorder in and for Carver County, Minnesota. DEVELOPMENT STANDARDS *EXISTING ZONING= PLANNED UNIT DEVELOPMENT *PROPOSED ZONING= PLANNED UNIT DEVELOPMENT *TOTAL SITE AREA (EXCLUDING R/W) = 13.43 ACRES *TOTAL NUMBER OF PROPOSED UNITS = 25 *PROPOSED DENSITY = 1.86 UNITS/ACRE *PR(:?OSED LOT AREAS: LOT 1= 0.08 ACRES LOT 18= 0.07 ACRES LOT 2= 0.06 ACRES LOT 19= 0.05 ACRES LOT 3= 0.06 ACRES LOT 20= 0.07 ACRES LOT 4= 0.06 ACRES LOT 21= 0.08 ACRES LOT 5= 0.08 ACRES LOT 22= 0.05 ACRES LOT 6= 0.07 ACRES LOT 23= 0.05 ACRES LOT 7= 0.05 ACRES LOT 24= 0.05 ACRES LOT 8= 0.07 ACRES LOT 25= 0.07 ACRES LOT 9= 0.07 ACRES LOT 26= 3.95 ACRES LOT 10= 0.05 ACRES OUTLOT A= 7.83 ACRES LOT 11= 0.07 ACRES OUTLOT B= 0.04 ACRES LOT 12= 0.07 ACRES LOT 13= 0.05 ACRES LOT 14= 0.07 ACRES LOT 15= 0.07 ACRES LOT 16= 0.05 ACRES LOT 17= 0.07 ACRES SURVEY NOTES 15 75 FOOT NSP ELECTNCAL EASEMENT PER DOC. NO. 280550 -PROPOSED BUILDING AND PARKING LOCATIONS PER SITE PLAN PREPARED BY MOHAGEN ARCHITECTS. -TOPOGRAPHIC SURVEY COMPLETED BY E.G. RUD AND SONS IN MARCH OF 2003. -THIS PLAT WAS PREPARED WITHOUT THE BENEFIT OF CURRENT TITLE WORK. ADDITIONAL EASEMENTS AND/OR ENCUMBRANCES MAY EXIST IN ADDITION TO THOSE SHOWN THEREON. SUBJECT TO REVISION UPON RECEIPT OF A CURRENT TITLE INSURANCE COMMITMENT. Prepared a�: ra. C3. RICO 4 SONS, INC. L:arld Survsycre 9160 LEXINGTON 14YENUE NE. CIRCLE PINES, 1"1N. 550114-3025 Tel. '163-166-5556 Fax i63-i86-6mP�i 14 EXISTING POND NIL -926.8 HwL-9.51.5 EXISTMCi CHURCH 1z EXCEPTION p zs'1z'w SV 7 6� PP L. 18 019 N0. I DATE DESCRIPTION BY 1 4/01/04 PRELIMINARY PLAT RLO 2 14107104 REVISED PRELIMINARY PLAT RLO OO DENOTES FOUND MOOT R/W MONUMENT DISK T.E. DENOTES TEMPORY EASE.,.. •- PARCEL 215C (expires 12/1/05) - o DENOTES RESTRICTED ACCESS ohw DENOTES OVERHEAD WIRE JOB 110415OPP 10 1 I I I I i 1 I I I I 40 GRAPHIC SCALE ( IN FEET ) I inch = 80 ft. Id "." 79.01, Ti{� C) w Z v NORTH a 1 111 1 1111 `_� rn� 4 ;o %`i Onf7 5 t 4r _ - EAST LINE OF THE NE 1/4 OF SEC 15, T. 116, R.23 c \ 1 I 37.1 37.51 I I OUTLOT A I '2, 'l 75 FOOT NSP ELECTRICAL EASEMENT 1T ` I PER DOC. N0. 280550 37A 37.5 11 IX._ wy> _ EASEMc' `aPnHrpRAINAGE 6C UPguTY PERo / �� S98.223T& - 99.53 TRAILEASDOC.E#236215n -47 -_j LEGEND 6 � � I hereby certify that this survey, plan 5M or report was prepared by me or under my direct supervision and that 1 am a duly Registered Land Surveyor under the laws of the State of Minnesota. "i JASON E. RUD Date: License No. 41578 f G DENOTES EXISTING POWER, POLE ® DENOTES EXISTING MANHOLE y DENOTES EXISTING HYDRANT • DENOTES FOUND IRON MONUMENT AS LABELED 0 DENOTES SET IRON MONUMENT MARKED RLS # 41578 OO DENOTES FOUND MOOT R/W MONUMENT DISK T.E. DENOTES TEMPORY EASE.,.. •- PARCEL 215C (expires 12/1/05) - o DENOTES RESTRICTED ACCESS ohw DENOTES OVERHEAD WIRE 6 � � I hereby certify that this survey, plan 5M or report was prepared by me or under my direct supervision and that 1 am a duly Registered Land Surveyor under the laws of the State of Minnesota. "i JASON E. RUD Date: License No. 41578 f G STONE CREEK TOWN1 opp:l me NW CORNER OF SECTION 15. T. 116, R.23 588'26'00"E 2641.90 - NORTH LINE OF THE NW 1/4 SECTION 15. T. 116, R.23 NORTH 1/4 CORNER - - )-SEC 15, T.116, R.23 S88 '26'29-E - 2642.12 --� --- - - - - _ - - -- - I ---------..-_.^_---- \, iii i.' •/ N n --- 1 ___ ------------------ -------------- -,-, -------------- � - _ - I /' ;`/`/ 1V1;\1 ;.%�, i 111-�`;•/ I ----- -------------- EXCEPTION I I ----------------- -------- ------------- se2°z6"1; 42. f0 00\ VAW O A\ \\\ / / X \ to ?O 8 75 FOOT NSP E'_E;T TRICAL EASEMENT \v'rn;'ip 9 PER DOC. Nu. 280550 LEGEND • DENOTES FOUND IRON MONUMENT AS LABELED O DENOTES SET IRON MONUMENT MARKED RLS # 41578 OO DENOTES FOUND MOOT R/W MONUMENT DISK o - DENOTES RESTRICTED ACCESS BEARINGS SHOWN ARE BASED ON THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 116, RANGE 23, HAVING AN ASSUMED BEARING OF S88'26'00"E rm. C3. RUD 4 SONS, INC. JLa nd &xvaycrs 14 NE CORNER OF SECTION 15. T. 116, R.23 I. V N64 cv v- p53ti W 79.00 oN 5�O p9�....... 01 W N82'26'05°E I 00 42 5 00 :....o 302.00 0 79.00 M O i0 46.50 I LA 2 o N h w 21 4 g.23 024 0 5 0 Ln o $ 79.00 0� 25 r i W 3 S, '00 00 $ g �r $ 79. m r' W 4 o 302-OO.26 0 79.00 0 N8272C05£ (DRAINAGE AND UTILITY EASEMENT THROUGHOUT LOT 26) !� S82'26'05"W 5 0 2 4.00 v w w79.00 `rA54'.J w7 1'' 6 o u. °y> N82.26'05"E J 10Wo 9 I Woo 8 00 $ 11 00 0^ 4 > sb �, 42.50 32.00 4 .50 -0 ; ' �8 2S p `' NORTH 42.50 32.00 42.50 >y 8? 10 „/ N>3234.02'26'05(�'t,.aa. 60.00 �y8f08Is �'89°2'40"E _ - \ so \ \ i C:. o I 38 ° I 57,,06 \- • 1 9� ro M �g�ry EAST LINE OF THE NE - - 1/4 OF SEC 15, T. 116, R.23 I GRAPHIC SCALE ( 1N FEET ) 1 inch - 80 feet 1 137.5 1 37.5 OUTLOT A 60 ••` Y \ DC \ lLi,z I \ X,3? o I 1 \\ I \ 75 FOOT NSP ELECTRICAL EASEMENT PER DOC. NO. 280550 PRINTED } APR 08 2004 E.G. Rud &Sons, Inc. 1 37,'j 37.5 1\ owo 06 J RAINAGE & N6pERo FRAIL EASEM£215n° DOC. #23 ----- ` L=700.470 / ------ C^r-r--r In /lr r) C^I I( -f -Tc" JI 11_.1- 1 L VI L JI II_L I J �M ✓ DRAINAGE,AND EROSION CONTROL PLAN STONE CREEK TOWN OFFICES PRELIIv1INARY GRADING, SSEN CHANHA , MINNESQTA � � ,{ �, �j rc �r.. 4 s u:.d L '` i 1 's�, jI`+, r 6 `*4 J •rry .r �: ", `� 3�+'�^': n',�,r✓cb$yi'a `ta � g,.a+ s�' F {�'C��s.?,�:`tkrx' 7k'>.';,F�j � l4 Yf ``�' �ti ,� .� -� ' J 1^1\\ I v i' 'b°�.� ��"'�„r �F �+�' '.i."'^. " u;F���4�'"4� �. f'�.�5 ���p * k k "°,° rt"�y"��•,5.c's"��A" 5' '^i w-�'`',Y,..,..> -, �� \l1/ 1 v 3-,'ss'a"'� i i 4 r�'k;�C'�"Y a��,�r �j"^''e Viz" %'+ ' #'"�.r }� j +"y�£-`�°}`"rl A�r✓}1i� *nTs ro�3S ,ot`i+`n / 3ryA-'`�- ��..- : .— ` RU I � 1^\ I �4 � .yy t � .v > r. C.. +s �`"4`�' "1eke""''S. sk hN r i'it' ^� "rYr+' `^}-",�� 3.r.;s 6 .•� E '' «?y �% ti � i �•sv ,, a �. . ,���{*'41 E�a���5� �x ....� ;ks � � q6 � --. / �. � _-- � . hr r ...MRS .. { v >:. •`� >Y^: ... y � �.. � r--t--r� a��..5"-:� �- xre:�.c•r.,. —_ �' � 1 .-`r `�'ra Zs r J.,.. Xk 1' wa i�'^cS.7 - ''y� n7 i a'Fcs��v.� vr..> � �h:• "r 5 >�t u�.�' «1i3 �'£?:n '3.{�`� 1r .�."-�at`� ��..:a..r y{�+:��,r{�ni^. ..U'�,trta� � —__ ..�- J-"' '... a ess�°`i� r- x >+�?` t S���'sj .fN xy r bt 'p-r3'Y`L+ •d k r'.r+.. ^"`. _J :¢�;�� + ei'� `d '-�.s nl qqv�� � .2;Yafi ., 'tel/ � �' r �— -- _ W�'�•f '-a Pd yst� �; <^ .tom tf ,dS 1 xr � .r.•L�i'r �$ .. -Nr •�� �'4.!c'n�c n} �"�4 f,S� � / � � __'-`� � 1 \ /f =,�_/ --- �^' r / L A YK W n. y, �' � fx�k4#a ��i x a - r,• , _WINE - 011 4 __-- F_ : � r� x"'r.,- _._. -.. / �� ✓ �-' Oil W ,,.-'"r b4 / Y { MfY�#i nY�i1c`Y- .,r-3M1^`r' �.,�i' �',•� t4 i- <� - ,�' _�. f^'� > .., ^�. n ^ �5 ., u., ✓ w' X 349.12 \=J� r z -+„ i t ,,"3 t�} k_ zZrrT'�} .� s 5� 5+.� m q s rp e..." • aTS°.,.. _ J'� E v `%�."j`r r}s ts,a•Y rr,�i`i}. t` -s x _ .i, r-•- —_. —_ _._ .� ���' 1—C L�"�" / ENDTREL TOr \ V/ o / I / \ --'962--�. / 7.F . � _ �' cam' ,rrgy, �WW ALL�' I N G 47.15 \ C 93DT9 DT NSP ELECTRICAL EASEMENT :R DOC. NO. 280550 u/z GRAPHIC SCALE ( IN FEET ) 1 inch = 40 M 582 X12" 1F �J 767.6 )NM EX 55.5'-42' ® 0.31% 957.34 SITE PLANNING I\ x \ I 943 6 \ _ TRE I TRE : q0 CB 6 9g2 Rr. 9 2.0 P 0 I 94 .5 20• 12 5.6311 4'®2.4%RCP 12' 1 2.00% R4 tl t q EAST ZINE 'OF THE NW \ EAST SEC 15,�\T. 116, R.23 I � � ENGINEERING PLO WE ENG/NEER/NG, INC. 9180 LEXINGTON AVE NE CIRCLE PINES MN 55014—J625 (763; 785-1043 l hereby certify that this plan was prepared by me or under my direct supervision and that l am a duly Licensed Pro— fessional Engineer under the laws of the State of Minnesota. DA TE.- 4112 04 LICENSE , 18227 LEGEND: 1) -- -- Denotes Existing Contour 2) Denotes Proposed Contour 3)— >> — Denotes Existing Storm Sewer 4) —>>— Denotes Proposed Storm 5) 0 Denotes Sanitary Sewer Manhole 6) X951.00Denotes Proposed Spot Elevation 7) Denotes Existing Spot Elevation 12) ❑ Denotes Catch Basin 15)—S— Denotes Tree Protection Fencing EXISTING UTILITIES 1) The information shown on these drawings concerning type and location of existing utilities is not guaranteed to be accurate or all inclusive. The contractor is responsible for making his own determination as to the type and location of utilities as may be necessary to avoid damage to these utilities. 2) The Contractor shall be responsible for existing utility locations. Call Gopher State One at (651) 454-0002 for locations. STORM SEWER 1) Storm Sewer lengths include the laying length of the apron. Laying length of aprons will be deducted from payment length of pipe. CURBS 1) Backfilling of Curbs with on—site material is incidental to curb construction. 2) Curb ends shall terminate with a two foot Beaver Tail section. STREETS 1) Saw cut existing Bituminous and Concrete Curb to provide butt joint. 2) Removal and disposal of existing street materials as required for construction is incidental. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND NOTIFY ENGINEER. OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION, A ROCK CONSTRUCTION ACCESS ROAD SHALL BE INSTALLED AND MAINTAINED AT ENTRANCES TO EXISTING HARD SURFACE ROADS. ROCK ENTRANCE SHALL BE NO LESS THAN 50 FEET IN LENGTH AND AS WIDE AS NECESSARY FOR TRAFFIC, USE 1" TO 2" WASHED ROCK. NOTE: SPOT ELEVATIONS SHOWN ARE BITUMINOUS SURFACE OR GUTTER LINE UNLESS OTHERWISE NOTED. SOD ALL DISTURBED DRAINAGE AREAS, INCLUDING SWALES, AROUND STORM SEWER FLARED END SECTIONS AND OFF STREET CATCH BASINS. PREPARED FOR: Stone Creek Office Group, LLC 8156 Mallory Court Chanhassen, MN. 55317 Phone 952-361-0722 Fax 952-361-0723 DATE. 4/1/04 SHEET CHANHASSEN, MINNESOTA WING MR ' ->�Inmmxd:y _ _ _ .tom„ �� �`�� '�` ,. � . � ,•r � � -i?i k r (] f & �� ,�v�.v. , � •�N'3 %. �� r��". J t � hi�x... J.�«.. .iv;.-•... ,., ..Jr..c, s.�sa t � t3 ;��:w$�v'�i�:+}t1'; .i�"n�F^�c�+?�mi���C.wk'v��.-- ui��a�'i�'�zw'. 1 � � p ARCEL EXCEPTICIN DT NSF' ELECTRICAL EASEMENT \ :R DOC. NO. 280550 T NO. RW PLAJ MNDO 0--08 q74 Nc EX MH RE 944.33 IE 931.55 S82'261121,If 1 MNDOT NO. P\/\N PEAT 10-09 EAST LINE OF THE NW COR OF SEC 15, T. 116, NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING SANITARY SEWER AND WATERMAIN AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF INSTALLATIONS. EXISTING UTILITIES 1) The information shown on these drawings concerning type and location of existing utilities is not guaranteed to be accurate or all inclusive. The contractor is responsible for making his own determination as to the type and locayion of utilities as may be necessary to avoid damage to these utilities. 2) The Contractor shall be responsible for existing utility locations. Call Gopher State One at 454-0002 for locations. SANITARY SEWER 1) Sanitary LEGEND: Services shall 1) ---a--- Denotes Existing Contour Sewer 2) Denotes Proposed Contour 35 unless otherwise noted. 3) — I — Denotes Existing Watermain 4) — > — Denotes Existing Sanitary Sewer 5) — >> — Denotes Existing Storm Sewer 6) — 1 -- Denotes Proposed Watermain 7) — > — Denotes Proposed Sanitary Sewer 8) —»— Denotes Proposed Storm 9) ® Denotes Sanitary Sewer Manhole —� w 12) ❑ Denotes Catch Basin 13) Denotes Gate Valve I14) Denotes Fire Hydrant NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING SANITARY SEWER AND WATERMAIN AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF INSTALLATIONS. EXISTING UTILITIES 1) The information shown on these drawings concerning type and location of existing utilities is not guaranteed to be accurate or all inclusive. The contractor is responsible for making his own determination as to the type and locayion of utilities as may be necessary to avoid damage to these utilities. 2) The Contractor shall be responsible for existing utility locations. Call Gopher State One at 454-0002 for locations. SANITARY SEWER 1) Sanitary Sewer Services shall be 4" PVC Schedule 40. 2) Sanitary Sewer shall be PVC SDR 35 unless otherwise noted. 3) Sewer Service locations shall be verified in the field prior to construction. WATERMAIN 1) Water Services shall be 1 inch copper type K. 2) Each unit shall have a 4" DIP fire service line. 3) Watermain shall be 8" class 52 4) All watermain and services shall be installed with 7.5' minimum cover. SHEET KNIT (UNIT _ p \ \ k1NIT FIFTEEN \ ING S�gACK� \ 1 I 1 II NIT UNIT TWELVE FOURTEEN 1 UNIT \ BUI 1, t)NIT ON1T 1 N I£LEVEN 1 EIGHTEEN I \ \ \ r I R NINE 10 \ \\\ u UNIT SIX, �.� I S N EI�HT 1 I UNIT 18 NINETEEN /'UNIT FIVE 13 _ — b 6, \\ \.x �•' . 8 — — 13 12 UNIT 1 / TWENTY I / \\ \ UNIT FOUR \ \ \ NIT NIT 1 TWW \\ UNIT THREE :/ NIT I N TWENTY (KNEE TM• 1 I My. TWENTY• FIOUIT NTY• 11 REED 11 kFIVE � I UNIT iWlJ ,' ISI 1 I 1 I. 9' - \ 1 v v v �yUNIT ONE 1 I 1 \ \\\ 9 6 .t / 5 6 _-� Al.. A1.3 s K 1 _ 6 — X f71ITI IRP' ARCHITECTURAL SITE PLAN 1" = 20'-0" h SITE NOTES 1. CONSTRUCTION LIMITS SHALL BE AS SHOWN ON THE DRAWINGS WITH THE FOLLOWING EXCEPTIONS: A) ALL DAMAGE DONE TO PRIVATE PROPERTY OUTSIDE THE CONSTRUCTION LIMITS SHALL BE REPAIRED TO THE CONDITIONS BEFORE DAMAGE WAS DONE. B) ALL DAMAGE DONE TO OR CHANGES MADE ON CITY STREETS, CURBS, GUTTERS OR UTILITIES SHALL BE REPAIRED OR COMPLETED TO MEET ALL CITY REQUIREMENTS. C) ACCESS TO UTILITY LINES OUTSIDE THE CONSTRUCTION LIMITS ARE TO BE DETERMINED BY THE APPROPRIATE SUBCONTRACTOR. NOTES 1-A AND 1-B SHALL BE CONSIDERED WHEN MAKING THE SELECTION OF UTILITY CONNECTION LOCATION, IF DIFFERENT FROM THAT SHOWN ON THE PLANS OR IF NO LOCATION IS SHOWN ON PLANS. 2. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY LOCATION OF AND COORDINATION OF SHUT -OFFS, CUT-OFFS OR RECONNECTION OF UTILITIES WHERE REQUIRED FOR DEMOLITION OF EXISTING CONSTRUCTION AS INDICATED ON THE DRAWINGS OR WHERE REQUIRED TO COMPLETE THE WORK. 3. SIDEWALKS ON THE PROPERTY, UNLESS OTHERWISE NOTED, ARE 4 INCH THICK CONCRETE ON 4 INCH GRAVEL BASE WITH 6X6-W1.4XW1.4 WWF UNLESS NOTED OTHERWISE. LOCATE 1/2 INCH EXPANSION JOINTS AT ALL INTERSECTIONS AND AS REQUIRED TO MAINTAIN LENGTHS NO GREATER THAN 50 FEET WITHOUT EXPANSION JOINTS. GENERALLY, PROVIDE A SQUARE PATTERN OF TOOLED OR SAWN CONTROL JOINTS IN ALL SIDEWALKS. SEE GENERAL CONCRETE NOTES FOR FURTHER INFORMATION ON CONTROL JOINTS. 4. REMOVE ALL BIODEGRADABLE MATERIAL FROM THE SITE AND DISPOSE OF SUCH MATERIAL IN A MANNER WHICH MEETS ALL GOVERNMENTAL REGULATIONS. 5. CLEAN RUBBLE FROM DEMOLITION MAY BE BURIED ON SITE WITH A MINIMUM OF 2 FEET OF COVER, IF FINAL GRADES, ELEVATIONS AND LOCAL REGULATIONS PERMIT. 6. SUBJECT TO REVIEW AND APPROVAL OF THE CITY ENGINEER, IF REQUIRED. IN GENERAL, THE PLAN SHALL DIRECT SURFACE WATER AWAY FROM ADJOINING PROPERTY TO THE STORM DRAINAGE SYSTEM. 7. SEE CML PLANS FOR SITE DIMENSIONS AND ADDITIONAL NOTES. SHEET NOTES 1. SEE CML PLANS FOR ADDITIONAL DIMENSIONS AND NOTES. 2. SEE SHEET A1.1 FOR LANDSCAPE INFORMATION. 3. SEE SHEET A1.2 FOR SITE DETAILS. 4. SEE SHEET A1.3 FOR SITE LIGHTING PLAN. SITE DATA STONE CREEK OFFICE GROUP; LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA TOTAL SITE ARFA: 241,992 SQ. FT. (5.56 ACRES) BUILDING COVERAGE AREA: 39,335 SQ. FT. BUILDING COVERAGE PERCENTAGE: 163 TOTAL IMPERVIOUS SURFACE COVERAGE: 150,105 SQ. FT. "TOTAL IMPERVIOUS COVERAGE PERCENTAGE -.4A TOTAL GREENSPACE COVERAGE: 91,887 SQ. FT. GREENSPACE COVERAGE PERCENTAGE: 383 PARKING REOUIPEMENTS: FIRST 50,000 SQ.FT. = f:222; 225 STALLS REQUIRED REMAINING 20,696 SQ.FT. = 1:250; REQUIRED TOTAL PARKIN' STALLS PROVIDED: INCLUDING 12 A.D.A ACCESSIBLE STALLS; 11 PROOF OF PARKING 11.3 STALLS PER UNIT STONE CREEK OFFICE GROUP; LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mohagen 0 Hansen Architectural Group 1415 E Wayzata Blvd Tel 952.473.1985 Suite 200 Fox 952.473.1340 Wayzata MN 55391 www.mohogenhansen.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. X TODD MOHAGEN, AIA REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE 1 CITY SUBMITTAL 4/2/04 2 CITY RESUBMITTAL 4/13/04 PROJECT NUMBER: 04056.0IMI DRAWN BY: S.PAETZEL CHECKED BY: S.PAETZEL DATE: 4/2/04 COMPUTER DIRECTORY: Ex1NSMORE/BLUUFCREEK/CfFY SUB ARCHITECTURAL - SITE PLAN CITY SUBMITTAL N A1.0 _�--'--- / \\\ � �__I /• i SOD f� - '�� \ / \ „ v SOD- \ \ I.. v � F-1 vv Lo.e 101 \\\ 9 n 1 LANDSCAPE PLAN A1.1 1 " = 40'-0" EVERGREEN TREE- DECIDUOUS TREE - PRUNE BACK 1/4" GROUND LINE TO BE�1j�/ ON-SITE SPRAY WITH ANTIDESICCANT THE SAME AS EXISTEDACCORDING v1 Mf NSTRUCTIONSO-MAF FOLIAGE IS AT THE NURSERY (12� �1 vy DOUBLE STRAND OF 10 GUAGE GALVANIZED WIRE TWISTED �CJ 2 1/2" DIA. 10' LONG CEDAR STAKE WITH GARDEN HOSE � NOTCHED END (7' EXPOSED) 2 PER TREE 3 GUYS OF 10 GAUGE ��%� �I TWISTED WIRE 120' �% 1 /FOLD BACK BURLAP FROM TOP OF BALL APART - AROUND TREE TURNBUCKLE 4" SOIL SAUCER �S/ 24"X2"X2" STAKE DRIVEN FLUSH WITH FINISHED GRADE —� PROVIDE DECORATIVE RED WOOD '// MULCH AT SINGLE PLANTING LOCATIONS AND RIVER ROCK MULCH AT MASS PLANTING AREAS. 12" MIN. EQUALS TWICE PMGkBl TRff BALL DIAMETER PLANTING DETAIL 1/4" = 1'-0" 2" DECORATIVE RED WOOD MULCH BACKFILL WITH TOPSOIL AND PEAT MOSS 3:1 RATIO BY VOLUME IN 9" LAYERS. WATER EACH LAYER UNTIL SETTLED LOOSEN' SUBSOIL TO TWICE DIAMETER lrSUP 11115 TREE um,NOTE: WRAP DECIDUOUS TREES OVER 1" CAL. WITH BURLAP OR ASPHALTIC KRINKLE KRAFT TREE WRAP 6" FOR PLANTS UP TO 4' HEIGHT MIN. 8" FOR PLANTS OVER 4' HEIGHT MIN. PLANTING PLAN SCHEDULE SYMBOL KEY QTY SIZE ROOT COMMON NAME SCIENTIFIC NAME COMMENTS �x MAP 2 3.5" -Col B&B NORWAY MAPLE ACER PLATERNOIDES STRAIGHT LEADER PROJECT NUMBER: 04056.0IM1 DRAWN BY: S,RUSTAD CHECKED BY: S,PAETZEL DATE: 4/2/04 COMPUTER DIRECTORY: DUNSMORE/BLUUFCREEK/CTiY SUB LANDSCAPE - PLAN CITY SUBMITTAL N All LIN 12 3.5" -Cal B&B AMERICAN LINDEN TILIA AMERICANA STRAIGHT LEADER ' LOC 18 3.5" -Cal B&B HONEY LOCUST -THORNLESS GLEDITSIA TRIACANTHOS STRAIGHT LEADER `• =`- SS 19 2.5" Cal. CONT. SPRING SNOW CRABAPPLE MALLS X HYBRIDS STRAIGHT LEADER m• RED 9 2.5" -Col B&B NORTHWOOD RED MAPLE ACER RUBRUM STRAIGHT LEADER CS 17 6' HT. B&B COLORADO SPRUCE PICEA PUNGENS SINGLE STRAIGHT LEADER FULL FORM AM 28 #7 CONT. AMUR MAPLE ACER GINNALA CLUMP FORM O CCJ TBD 24" 1 CONT CALGARY CARPET JUNIPER JUNIPERUS SABINA SINGLE STRAIGHT LEADER HO TBD 8" CONT VARIGATED HOSTA ALBO MARGINATA ® MP TBD 24" CONT POTENTILLA FRUTICOSA MCKAYS WHITE' MCKAYS WHITE POTENTILLA PLANT 4'-O" O.C. DW TBD 3' HT. CONT RED TWIGGED DOGWOOD CORNUS BAILEY] MIN. 3'-0" HEIGHT TBD CONT SUCCULENTS, ANNUALS ROCK GARDEN VARIETY PERRENIALS AND ANNUALS TO BE DETERMINED BY OWNER, LOCATION AT SIGNAGE ONLY; SEE 6/A1.2 FOR INFORMATION ON SIGNAGE - LANDSCAPE NOTES 1. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK GOPHER STATE ONE CALL 0 (651)454-0002. 2. CONTRACTOR SHALL COORDINATE HIS WORK W/ OTHERS AT SITE AND COMPLETE HIS WORK PER OWNER'S SCHEDULE. 3. ROUGH GRADING AND FINISH GRADES TO BE COMPLETED BY GRADING CONTRACTOR. LANDSCAPE CONTRACTOR SHALL VERIFY GRADES PRIOR TO COMMMENCING WORK. 4. CONTRACTOR SHALL NOTIFY OWNER ONE WEEK PRIOR TO ANTICIPATED COMPLETION AND GUARANTEE INSPECTIONS, 5. PLANT MATERIALS SHALL BE GUARANTEED ONE (1) FULL YEAR UPON TOTAL COMPLETION & ACCEPTANCE BY OWNER. ONE TIME REPLACEMENT AT APPROPRIATE SEASON OR UPON REQUEST OF OWNER. 6. PLANTING SOIL MIXTURE (INCIDENTAL COST ITEM); MIX SLBS. 5-20-20 COMMERCIAL FERTILIZER PER CUBIC YARD CLEAN TOPSOIL; THEN MIX 1 PART PEATMOSS & 1 PART WASHED SAND W/ 5 PARTS FERTILIZED TOPSOIL. USE AT ALL PLANTING LOCATIONS. 7• ALL PLANT MATERIAL SHALL COMPLY WITH THE CURRENT EDITION OF THE 'AMERICAN STANDARD FOR NURSERY STOCK, (TREES SHALL BE FROM CERTIFIED NURSERY STOCK AS DEFINED AND CONTROLLED BY MINNESOTA STATUTES SECTIONS 18.44 THROUGH 18.61 , THE PLANT PEST ACT. 8. ALL MASS PLANTINGS SHALL BE EDGED FROM LAWN AREAS W/ VALLEYVIEW 'BLACK DIAMOND' POLY EDGER. 9. PROVIDE 3" RIVER ROCK MULCH W/ LANDSCAPE FABRIC AT MASS PLANTING AREAS. 10. WRAP ALL FALL PLANTED, LIGHT COLORED, THIN -BARKED DECIDUOUS TREES W/ HEAVY WT. TREE WRAP. APPLY PRIOR TO NOV. 30 AND REMOVE NO LATER THAN APRIL 30. 11. AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED BY AN OWNER APPROVED CONTRACTOR. COORDINATE SLEEVE LOCATIONS AND INSTALLATIONS AS DIRECTED BY OWNER. 12. PLANTING SOIL FOR PERENNIAL BEDS/GROUND COVERS: 50% CLAY LOAM, 25% SAND, 25% PEAT MOSS WITH 2LBS. 10-10-10 FERILIZER PER CUBIC YARD AND 1 LB. OF ISOLITE POUROUS CERAMIC SOIL ADDITIVE PER SQUARE FOOT THOROUGHLY MIXED INTO THE TOP 6" OF SOIL BY ROTOTILLING. SHEET NOTES 1. PROVIDE FIRE LANE SIGNS AS REQUIRED BY FIRE MARSHALL 2. ALL TYPICAL PLANTING DETAILS TO OCCUR AT BOTH THE BACKS AND FRONTS OF EACH OFFICE BUILDING, LANDSCAPING CONTRACTOR TO MAKE ADJUSTMENTS AS NECESSARY TO PLANTINGS 3. SOD ALL DISTURBED AREAS 4. PROVIDE MULCH INSIDE EDGED AREAS 5. SEE 10/A1.2 FOR DETAILED LANDSCAPING INFORMATION AROUND BUILDINGS STONE CREEK OFFICE GROUP; LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mohagen m" Hansen Architectural w Group 1415 E Wayzata Blvd Tel 952.473.1985 Suite 200 Fax 952.473.1340 Wayzata MN 55391 www.mohogenhansen.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. X TODD MOHAGEN, AIA REGISTRATION NUMBER: $074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE 1 CITY SUBMITTAL 4/2/04 2 CITY RESUBMITTAL 4/13/04 PROJECT NUMBER: 04056.0IM1 DRAWN BY: S,RUSTAD CHECKED BY: S,PAETZEL DATE: 4/2/04 COMPUTER DIRECTORY: DUNSMORE/BLUUFCREEK/CTiY SUB LANDSCAPE - PLAN CITY SUBMITTAL N All on'_N" ENLARGED PLAN ® TRASH ENCLOSURE SLOPE CONCRETE PAD TO FRONT 1/8" PER FT.- SEE SITE PLAN FOR CONTROL JTS. 6" DIA. BOLLARD - PAINTED CULTURED STONE (TO MATCH TOWN OFFICES) OVER 8" CONC. BLOCK 3/4" DIA. BY 1 1/2" DEEP RECESSES FOR CATE CANE BOLTS. PROVIDE TWO EACH AT CATE IN CLOSED AND OPEN POSITION, FIELD VERIFY EXACT LOCATION 8" DIA STEEL POST - PAINTED 6" DI. PIPE BOLLARD CONCRETE FILLED, SET IN CONCRETE 3'-0" BELOW GRADE, EXTEND 4'-0" ABOVE GRADE. PAINT OSHA YELLOW BOT. OF FASCIA ELEV. - 108'-0- STONE 08 -0 STONE VENEER TO MATCH BUILDINGS TOP OF PAVEMEN ELEV. - 10V -0 - L ------------------------------i TRASH TRASH ENCLOSURE ELEVATION RECEIVING SLEEVE FOR 1/4" BOLT W/ 5/16' INSIDE DUAM.-3" LONG (GALV.) 1/4" DIA BARREL BOLT- 7" LONG -SET IN SLEEVE W/ 5/16" INSIDE DIA.- 3" LONG (GALV.) PREFIN. METAL FLASHING CULTURED STONE TO MATCH BUILDING 1X6 CLEAR CEDAR SLATS (NO KNOTS) ® 6" O.C. OVER 2X4 STEEL ANGLES -LUMBER TO BE STAINED. TS 2X2X1/4 (PAINT) CONCRETE FOOTINGS FOR 6" AND B" STEEL PIPES 1/2" DIAM. BY 3-0 CANE BOLT (GALV.) 3/4" DIAM. STD. PIPE SLEEVE EXISTING BUILDING FACE RED TWIGGED DOGWOOD, SEE SHEET A1.2 FOR PLANT SPEC. /C UNIT AT END UNITS, A/C UNIT TO BE PLACED AT SIDE OF BUILDING, BETWEEN FIRST AND SECOND WINDOW (SIM. CONDITION AT ALL BUILDINGS) AT CENTER UNITS, A/C UNIT TO BE PLACED BESIDE COLUMN, OPPOSITE BACK ENTRY DOOR (SIM. CONDITION AT ALL BUILDINGS) MECHANICAL SCREENING DETAIL C 1/4" = 1'-0" NOTE: VERIFY PLAN W/ SANITATION COURIER PRIOR TO CONST. �AJ.2) 1/4" = 1'-0" �A1.2% 1/4" = 1'-0" %,qAjjJ 1/4" = 1'-0" PROVIDE PTD. WHEELCHAIR SYMBOL AT EACH DESIGNATED HANDICAP PARKING STALL. CENTER SYMBOL IN STALL. ALL LINES TO BE 5" WIDE. 7'-n" 4CK LETTERING, TO BE (ABLE 'ONE SLAB )ERS; VARIOUS SIZES 6 SITE SIGN 12'=18'.1/6- ALULL SIGN w/ USED a NOT USED WHITE LEITERS ON BLUE = 1'-0" M.2 1/4" = 1'-0" BACKGROUND REFLECTIVE 1'-0" TODD MOHAGEN, AIA REGISTRATION NUMBER: 18074 SHEETING TO READ 'HANDICAP 1. SIGNS TO BE A WW1NUM OF 12'.18".1/8" NO. DESCRIPTION DATE 1 CITY SUBMITTAL 4/2/04 PARKING ONLY ADDITIONAL 12"x6-xi/8' SIGN 2. RED LETTERING ON WHITE FIELD TO READ VOOm FINE" l5 3. OR EQUAL ENGINEERS GRADE REFLECTIVE SHEETING ON ALUNM111 ET ADDITIONAL 12'.6"x1/8' SIGN q TO READ: "VAN PARKING" - 4. WORDING SIAL BE: - LANDSCAPE, - SIGNAGE&TRASH ENCLOSURE DETAILS SEE SITE PLAN FOR VAN NO PARKING p A1.2 — PARKING STALL LOCATIONS FIRE UNE I ^ 5 SUED SIGN POST 1 . S. SKINS SHALL BE POSTED AT TACH END � 1/2' DIA GALV POST.. DINE OF THE FIRE VINE AND AT LEASE AT EVERT 5 SUM POST INTO GROUND 75 FOOT INTERVAL ALONG THE FIRE LANE in OR SET PIPE POST IN CONC. ul BASE 6. A.I. SIGNS SHALL BE DOUBLE SIDED GRADE FACING THE DINECTKN OF TRAVEL (PERPENDICULAR W/ CURB). 7. POST SIAL BE SET BACK A MINIMUM OF 12 BUT NOT MORE THAN 56" FROM THE CURB. p 8. FIRE VINE SHALL BE REOUIRED IN FRONT OF T 12" TO 36'11 FINE DEPARTMENT CONNECTIONS EXTENDING 5 FEET ON EACH SIDE AND ALONG ALL AREAS DESIGNATED U KI U BY THE FIRE CHIEF. ADA ACCESSIBLE 9. SIGN POSTS AS NOTED IN DETAIL x/x PARKING SIGNAGE 1/4" = 1'-0" NOTE: VERIFY PLAN W/ SANITATION COURIER PRIOR TO CONST. �AJ.2) 1/4" = 1'-0" �A1.2% 1/4" = 1'-0" %,qAjjJ 1/4" = 1'-0" PROVIDE PTD. WHEELCHAIR SYMBOL AT EACH DESIGNATED HANDICAP PARKING STALL. CENTER SYMBOL IN STALL. ALL LINES TO BE 5" WIDE. 7'-n" 4CK LETTERING, TO BE (ABLE 'ONE SLAB )ERS; VARIOUS SIZES 6 SITE SIGN NOT USED a NOT USED ADA ACCESSIBLE PARKING SYMBOLA�2 3/4" = 1'-0" M.2 1/4" = 1'-0" ADZ 1/4" = 1'-0" 1/4" = 1'-0" (NON -SLIP) AGGREGATE FINISH 0 I N�� DOWN. 1:.10.. . SLOPE DOWN :N• 1:12. .. ; SLOPE DOWN � i1O 6'-0" ADA ACCESSIBLE CURBING DETAIL 1/4" = 1'-0" TYPICAL LANDSCAPING DETAIL ® BUILDING FRONTS 1/8" = 1'-0" STONE CREEK OFFICE GROUP; LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mohagen Hansen Architectural Group 1415 E Woyzoto Blvd Tel 952.473.1985 Suite 200 Fax 952.473.1340 Woyzolo MN 55391 www.mohogenhansen.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. X TODD MOHAGEN, AIA REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE 1 CITY SUBMITTAL 4/2/04 2 CITY RE -SUBMITTAL 4/13/04 PROJECT NUMBER: 04056.0IM1 DRAWN BY: S.PAETZEL CHECKED BY: S.PAETZEL DATE: 4/2/04 COMPUTER DIRECTORY: DUNSMORE/BLUUFCREEKK/CTTY SUB - LANDSCAPE, - SIGNAGE&TRASH ENCLOSURE DETAILS CITY SUBMITTAL A1.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.o 0.o 0.o 0.0 0.0 0.0'0-0 0.o 0.o 0.0 0.o 5.0 0.o 0.0 0.0 0.0 0.o '0'00.o 0.0 0.0 5.0 0.0 0.0 0.0 0.o '0.0 o.o o.0 0.0 5.o b.o `0.0 b.o '0.0 '0.0 '0.0 '0.0 0.0 0.0 0.o b.o o.o 0.0 0.0 0.0 b.0 b.0 0.0 5.0 b.0 0.0 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 D.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 O.l 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 °. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PR2632-M 0.0 0.0 0.0 0.0 0.0 b.0 0.0 0.0 0.0 0.0 b.0 b.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 b.0 b.1 0.1 b.l b.1 0.1 0.1 0.2 0.3 0.2 0.4 0.3 0.3 b.3 0.2 0. ° . 0.3 0.3 0.4 0.4 0.5 0.2 b.l 5.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 6' DIRECT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 b.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 b.2 0.3 0.2 0.2 0.1 b.2 0.3 0.4 ° °. 0.7 0.6 0.6 ° ° 0.8 1.1 1. 1.5 1.4 0.7 0.9 0.4 0.1 b.0 0.0 0.0 0.0 0.0 0.0 D.0 b.0 MOUNT 0.0 0.0 0.0 0.0 b.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.7 ° . 0.5 0.4 0.2 0.3 ° .0 .4 2.0 .8 1. 1.2 .3 1. 1.3 .6 2.5 2.8 2.0 of 0. 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 0.0 0.0 0.0 b.0 b.0 0.0 0.0 0.0 0.1 0.1 5.1 b.1 0.1 ° 0.3 0.3 b.6 1.5 1. b.9 .6 5. 1.2 .0 2. .6 2.B 1.5 1.7 1.4 1.5 2.5 2.9 3.9 3.9 2.4 2.4 1.4 0.6 b. .0 0.0 5.0 b.0 b.0 0.0 0.0 POLE HEIGHT 25' v 1 0.0 0.0 0.0 0.0 0.0 b.0 b. 0.2 b.2 0.3 0.4 0. .6 .5 0. b.6 7 1.3 1.7 as 4 .5 1.6 1.4 0.9 0.9 1.1 1.9 2.4 2.5 2.9 1.8 1.3 1.3 of .1 3. 3.3 7.1 .6 2.9 .0 5 b.0 0.0 0.0 b.0 b.0 0.0 0.0 .0 0.0 b.0 b.0 b.0 %.I ZIA b.5 5.6 1.2 1.5 1. .B b. b.7 0.6 0.8 1.1 1.8 2.5 2.4 2.9 1.5 1.1 0.8 0.9 b. b.9 .0 1. 1.9 17 0. 1.5 1 .0 3.9 2.6 b. 0. 5.0 b.0 0.0 b.0 0.0 b.0 ° 0 0.0 0.0 0.0 0.0 0.1 0.5 .7 0.7 1.9 2.3 2.3 2.5 1.7 1.0 b.8 b.6 0.7 1.0 ° .1 2. 1.9 .6 b. 1.0 b. b.7 2.6 1.1 0. 0 b.0 0.0 b.0 0.0 5.0 b.0 b. 5.0 5.0 5.0 b.0 5.1 b.4 b 7 .4 1.4 2.5 3 2.2 .0 1. 5.7 9 b.6 0.7 0 1.3 122 5.9 5.6 b.5 0 0.0 b.0 0.0 0.0 OA 1 a BASE HT.= 2' 0.0 b.0 b.0 b.0 b.0 b.0 0.1 .3 b. ° .6 2.4 3.0 0.7 b.7 b.6 0.6 4 0 0.0 5.0 5.0 5.0 ELEVATION pgII (N.T.S.) b.0 b.o .0 5.0 b.0 b.o %.1 b.3 b.6 1.3 1. .3 5.9 b.7 b. b b. 0.0 b.0 b.0 0.0 0.0 b.0 b.0 b.0 b. 3 .7 1d 1.2 1.1 1.1 2.3 1.8 1.1 b.7 0. 0. 0.0 0.0 0.0 0.0 0,o b.0 0.0 b.0 0.0 1.3 1.9 1.6 0.9 0.7 ° 6 b. 0.8 9. 2.3 z 2.7 2.0 .s .0 b.0 Wo 5.0 b.0 b.0 b.0 b.0 0.0 0.0 b.0 5.0 b. 2.2 2.1 .7 .4 2. a "�. 3a .8 2.3 1.1 b.7 0.7 1.0 2.4 3.2 3.9 4.0 3.4 2.2 5.0 b.0 b.0 b.0 0.0 Wo 6.0 b.0 b.o 5.0 b.0 5.0 .0 .9 2.7 2.5 1.e 1.3 1.9 13 1.4 1.1 1. 1.2 1.8 1.6 3.0 3.5 2.4 3.4 3.7 2.7 2.B 1.1 1.2 0.6 2.2 b. .2 b. b.0 b.0 b.0 b.o b.0 b.0 b.0 0.0 0.0 0.0 5.D 5.0 b.0 .3 2.9 2.3 1.9 3.3 2.3 2.8 2.2 1.4 1.1 1.4 1.8 2.9 2.B 3.7 2.8 8 1 .9 1. 1.3 .7 4.3 3.3 2. 9 b.2 .0 b.0 0.0 b.0 b.0 0.0 0.0 b.0 0.0 b.o 0.0 0.0 0.0 0.0 5.o 1. 2.8 3.4 3.7 4.4 4.1 2.B 2. 1.4 .4 b. 1.6 .B .z 2 2.5 1.2�b .2 0.0 b.0 b.0 b.0 5.0 b.0 b.0 b.0 0.0 5.o b.o b.o b.o 0.0 0.o b. 1! 2.6 3.s 6.7 2 8 2.o .B 2.3 1.s b.e b.7 3 0.1 5.0 0.0 0. b.o b.o b.o 5.0 5.0 5.0 5.0 a ° w w w ° e TO, e w w o 0.0 0.0 b.0 0.0 0.0 0.0 0.0 0.0 .0 9 15 b.9 2.9 4.2 3.7 3. 1.2 5.8 0.7 .7 5. b.t b.0 0.0 0.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 b.0 b.o 0.0 0.0 0.0 0.0 0.0 b•o 0.0 1. 2. 2.9 2.6 2 2 o.s 5.4 b.3 0.1 0.0 5.0 5.0 0.0 5.0 0.0 b.0 0.0 0.0 b.o b.o 0.0 5.0 b.0 b.0 b.0 0.0 5.0 b.0 0.0 .4 1.5 2.D .2 5.4 as .7 5.B .9 0.5 5.9 .3 5.1 5.0 Wo b.o 5.0 Wo .0 0.0 o.0 0.0 b.0 5.0 0.0 b.0 b.0 5.0 b.o 5.0 1.0 .0 1.3 1.1 1.0 9 tia 1. I 14 1.7 1.0 1 Le 2.0 1.6 0.6 .6 b. .l 0.0 5.0 b�0% 0 b n /ego b.0 0.0 b.0 b.0 1 0.0 0.0 b.0 0.0 b.0 b.0 b.0 b.0 b.0 b.0 0.0 .0 2 1. 2.3 1.9 2. 1. 1. 1.0 .9 1. 1.2 .4 1. 2.s .6 1.7 1.9 1.4 1.4 2.7 2.5 2.9 1.4 .4 b. b.4 b.2 0.1 0. 0 0. .0 b e 0.0 0.0 0.0 0.0 0.0 b.o b.o 5.0 5.0 5.0 5.0 0.0 0.0 5.0 b.0 b.0 .9 2.9 3.2 1 1.8 1.8 2.3 1.9 2.5 1.9 1.7 2.5 2.6 2.6 3.0 1.8 1.5 1.5 23 1.8 3.2 .5 1. .e b.3 .1 b.0 b.o b.0 b.o b.o b.0 b.0 0.0 0.0 0.0 b.0 h b.o b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 °.1 b.9 2.1 3.6 3 3.l 3.2 2.2 2.2 2.9 2.7 2.7 2.0 1.9 2.1 �-o 1. 1.0 .6 1. 1.5 .9 1.1 .7 b.4 b.1 b.1 0.0 5.0 b.o b.0 Wo b•0 Wo 5.0 b.0 b.0 PARKING LOT ONLY P 0.0 Wo 0.0 0.0 b.0 0.0 b.0 b.0 b.0 b.0 5.0 0.0 b.0 ° % 1. 2.5 2.9 6.4 5.7 3.5 2.6 2.1 2. 2.6 3 3.1 1.9 1. 1.2 1.1 .7 5.6 0.4 b.6 b.7 b.7 .7 b.7 0.5 1.4 b.2 b.1 b.0 b.0 b.0 10 b.0 b.0 0.0 b.0 b.0 b•0 b•0 Illuminance Values(Fc) Average =1.90 0.0 b.o 15.0 '0.0 b.o 5.0 5.0 b.o b.o b.o 0.0 16.0 0.o b.l °.3 0.6 .1 2.s 3.0 3.1 3.s 2.7 �. 1 3.4 1.1 a 0.4 .3 b.z 0.2 5.2 0.2 b.3 0.3 5.4 5.2 b.3 b.2 0.1 b.l b.0 b.0 b.o b.0 b.o 0.0 0.0 0.0 0•o 0.0 b.o Maximum =7.1 Minimum =0.3 Avg/Min Ratio=6.33 5.0 b.o 0.0 0.0 5.0 5.0 b.o b.o b.0 b.0 b.0 5.0 b.0 0.1 b.2 b.4 .7 2.2 2.2 1.6 .0 5.6 5.6 b.s 0.6 b.6 0.5 b.3 5.2 b.l .1 0.0 5.1 0.1 %.I 5.1 5.1 b.l 0.1 0.1 b.0 b.0 5.o b.0 b.o b.0 b.o 0.0 0.0 b.o 0.0 b.0 1.0 Max/Min Ratio=23.67 5.0 b.0 b.0 b.o 0.0 5.0 b.0 0.0 b.o Wo b.0 b•D 8.0 b.0 %.l 5.3 b.s 0.8 0. 1.1 5.6 5.3 0.2 0.2 0.3 5.2 8.2 0.2 0.1 0.1 b.0 b.o � I I I I T1 I T � N T T �I � Date�3/31/04 Scale 1'=40' Engineer) Eric Hardesty n.__,__1 u_-_. 0­11A\u IAPP171,1 Tnt 1\1 nrrTrrO Luminaire Schedule b.1 Project: All Projects 0.7 Symbol Oty Label Lumens LLF Description 9 P1 29700 0.800 PR2632-M (320w PSMH) 4 P2 29700 0,800 2 x PR2632-M (320w PSMH) 1b.1 b.1 0. 0.7 b.9 b.5 b.4 b.0 0.0 0.0 0.0 0.0 b.0 0.0 0.0 0.0 0.0 .1 b.l b.1 0.1 0.0 b.0 b.0 5.0 0.0 b.0 b.0 b•o b.l 0.1 b.z 0.4 b.2 b.l b.l 0.0 b.0 b.0 b.0 0.0 b.o b.0 b.0 b.o b.0 0.0 aM Ncetona end ehcl.on tiwaNd Im e MWMNINNIMow NKW,WNwhan5a406 MUSA P EI294ee6IM FAA 12q W -M RUUD enrupwi. AnednUDa e..,wepegu• ,.,M LIGHTING 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 b.0 0.0 0.0 0.0 0.0 b.0 0.0 0.0 0.0 0.0 ADDITIONAL EQUIPMENT; (9) PS4S25C1BZ, (4) PS4S25C2BZ POLES #Ch 3NW PAM PR20Y[+z5i .._ __....................... ......... ti.._. Pale-spepdn trample Dal+ ., i R,tls FMINIMIIMtletM a� Iaallw M: aomv iAAal PR2M0{ilJl iu.._..... POLES OK FOR 100 MPH SUSTAINED WINDS WITH SPECIFIED EQUIPMENT b.D 0.0 0.0 b.o 0.0 b.0 0.0 5.0 b.0 b.o b.0 b.0 b.0 b.0 b.0 b.0 b.0 0.0 0.0 .`� ru1MlYloN MPAeI 16w (406 mm) PARKINGBOADWAY LIGHT EPA HATING IwehxnlahMenNwAhp uoxramgpw.awxireK.p.2e-wq EPA 0.95 fon single fixala with 0' Lilt (Consult lacloly, for FPA rating on multiple units). llellYre Wha Y. YMIW1e°�Aw�MNNye1�1111WwN N�aYyi�ppweiee�MwyM�clNwM prw 'bLihwm MIMIAM wiwMW.fI`w Peal Mly .eeNM AWM.ffMwl#IW�1� Dwa+peeW.wuete M.Nehp eN..l.l llNwq Demwv W. teeNweab MelMAplWlaa WlrhbhhNMMMaewlOt pMXMTM RehM Nh.Leaw 1�apwhh1D wu��l1wRaAM r.xesnnwwu�elYleap'a.tW IMeew.fAq.°Iw eww MlMwIM DMlhpweMawtlRY hnnaael AhYll,edl'aweKlal alwelw/ rl.aue AelNeeWMw,ehhlul al..., #Ch 3NW PAM PR20Y[+z5i .._ __....................... ......... ti.._. Pale-spepdn trample Dal+ ., i R,tls FMINIMIIMtletM a� Iaallw M: aomv iAAal PR2M0{ilJl iu.._..... ,..__....................................... WP Yt ..... WpaYNlgWa""""""' YOee.NreY,IVMYtt IroaderepO.lW RUUD 9201 Washinptoe Awe. IN... Wbcoaeb 59108 STy2 USA noIIE aan 8 IAM LAX w ala sses LIGHTING eawAwelK p mm swim 16w (406 mm) PARKINGIROADWAY LIGHT pLLRa1M LIMiL NLLI6 • 1NlNMew2TN etMhq po,Aar ropcat, Dmwdnp esdMntlseN.e NMI PSNH IRNNTr' 1 P tA�i'1'}y'�N (<eW.Wiwhweq Rwan Proteid) io " ;Mi'!M i'AN P6lH PRM i�, 11W 6bml pgpJl #Ch 3NW PAM PR20Y[+z5i .._ __....................... ......... ti.._. 35aw Y5MI..... PRMJ5Ul ;1....... ., i R,tls FMINIMIIMtletM sate Yml M: aomv iAAal PR2M0{ilJl iu.._..... ,..__....................................... .........iw'o'ptm ... ..__......_...... ..... WpaYNlgWa""""""' ._..__...... .............................. a aaw 4.b.nhMa.e-w, uAn.savuy obak 4teMlmdwyl ad, for NlDbmp, fAbnlnclud.cWr, mopuDDew mmD 6sbeAa OebeeenMfiMM Wwl. en E.mt ateW eaclmW.SepMiW Wa IEB type 111 PubmW .nehN.cbeW,4kv.ntW nmaw. epo%y whnw MA mWwm boon hM-0hntlb 1250/1 MH of *u Wool to Type le oMlnl e11­hoNIngnoMerw iomNp-WdMronW po,Aar ropcat, Dmwdnp esdMntlseN.e eWhan Noueinp b mem", db<otelulm mnbct IA" al imoww Men muirw. boprtaenn,uMnoW dwndetloa ud hum Wil pn.Nb of e l e'(/4 mm) NW All hb Mohan am MINlofor Wwr eM abl.bnTAefinbAbmrtrWAy.rae.n- bl42-014 mm) bvh try 0-1152 nm) bap e.lM NionM mmud type: DVI limbo wml. mitradW tlembom in Tha arms ham N Nae (277V PSMH) Off, wM W, W 19 mml m.nwD moa M_aI nhahl WNW teaa hdNp prate amble No "N. sad b2two nub Mail No luNm Aoolog, QYA-Cwnbnf NafAa«AubDuNmrtlr U44,689,I29 Mwntlnp lab an proNioW MA.nn. yp_4WM PBpIH; i16-4WN MN, mass to prgant eater W". Lente -/OOw NPS ewwgy cohsbbdryidahminem Wm had Mil wanoero AgA.NeeO.<Wr-bm.nd pY.. a i;w ebMd ANSI ramp ineepe gEel aeDwietl, v Abhe during IebmpNp. UL LNDN m US sad ChaWa W aM Ncetona end ehcl.on tiwaNd Im Dnr IEC S'd9 wd IECN MWMNINNIMow NKW,WNwhan5a406 MUSA P EI294ee6IM FAA 12q W -M RUUD enrupwi. AnednUDa e..,wepegu• ,.,M LIGHTING Numeric Summar Project, At( Pro jects Label Avg Max Min Av /Min Max/Min CALCULATED AREA 0.59 7.1 0.0 0.00 0.00 STONE CREEK OFFICE GROUP; LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mohagen 0 Hansen Architectural Group 1415 E Wayzata Blvd Tel 952.473.1985 Suite 200 Fax 952.473.1340 Wayzata MN 55391 www.mohagenhansen.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. X TODD MOHAGEN, AIA REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE 1 CITY SUBMITTAL 4/2/04 2 CITY RESUBMITTAL 4/13/04 PROJECT NUMBER: 04056.0IMI DRAWN BY: S.RUSTAD CHECKED BY: S.PAETZEL DATE: 4/2/04 COMPUTER DIRECTORY: DUNSMORE/BLUUFCREEVICITY SUB - SITE PHOTOMETRIC PLAN '' T t. CITY SUBMITTAL N C A1.3 I cc nc' no K_j� LOWER LEVEL FLOOR PLAN 1/8" = 1'-0" 00 v In,_n" UPPER LEVEL FLOOR PLAN 1/8" = 1'-011 Mohagen mwmr Hansen WA I Architectural 0 Group 1415 E Wayzata Blvd Tel 952.473.1965 Sub 200 Fax 952.473.1340 Wayzata MN 55391 www.mohogenhonsen.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. X 00 I 32'-0" 32'-0" 32'-0" NO. DESCRIPTION DATE 1 CITY SUBMITTAL 4/2/04 31'-4" 3'-8" 24'-8" 3'-8" 8" 31'-4" O -8" 4'-4" L 8'-0" L 8'-0" 8'-4" o 5'-8" 6'-8" 6'-8" L 5'-8" 8'-4" 8'-0° 8'-0" 4'-4" '-8 W 1 O PROJECT NUMBER: 04056.0IMI DRAWN BY: DHC CHECKED BY: S.PAETZEL DATE: 4/2/04 - COMPUTER DIRECTORY: DUNSMORE/BLULIFCKEEK/ClITY SVB to I TRIPLE 48'-0" WALK OUT �e PLANS K N CITY SUBMITTAL N i I — — — — — — — — — — — — — — — J I' I------------------7 r ------------------ r------------------- I 00 I III III I 00 I I 1jl II I�I Ijl II I�I I I I 000 I I III Ijl III Ijl I I 00 0 I I III III I I I III II I III I I I I l 4'-0' I I IL 4'-0'111 1I 4'-0' "I "I Az.z I I I I I I A2.2 I or fUR ISUMP I 1 1 SUMP I p I -- I SUMP 1I 0o __N� O�FUR4 URN;pFFUR a I I I 0 WH' I � � �, • I � , ?WH, � � I O I I -- f-------- ---- ��� I 0 i---------------�---j L -------- ---- I A2.Ya� 4'-4" 27'-O" 4'-4" 24'-8" 4'-4" 27'-0" 4'-4- '-4"96'-D" 96 1_,JN K_j� LOWER LEVEL FLOOR PLAN 1/8" = 1'-0" 00 v In,_n" UPPER LEVEL FLOOR PLAN 1/8" = 1'-011 SHEET NOTES 1. FINAL RESTROOM AND MECHANICAL ROOM LOCATIONS AND DIMENSIONS TO BE DETERMINED BY INDIVIDUAL UNIT LAYOUTS. ALL WALLS EXCEPT STAIR BEARING WALLS TO BE DIMENSIONED AND BUILT AT TIME OF INDIVIDUAL UNIT LAYOUTS. KEY NOTES OATTIC ACCESS -SEE INTERIOR BUILD OUT PLANS FOR FINAL LOCATIONS in' no 49'—n" r2_-� MAIN LEVEL FLOOR PLAN f',.1 1/$1, = 1'-0" VENTED SOFFIT TYP ROOF PLAN 1/8" = 1'-011 CONTINOUS RIDGE VENT I IMC Ar wet I Ctrl Aw TYP. DOWNSPOUT LOCATIO c" nnrrlu AN i "1 ^11r rn INDICATES LIMITS OF ICE & WATER SHIELD. WRAP ICE & WATER SHIELD 18" UP WALL TYP. DOWNSPOUT LOCATIONS ® ALL VERT. WALL/ 6" PREFIN. ALUM. GUTTER ROOF CONDITIONS STONE CREEK OFFICE GROUP; LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mohagen mwmr Hansen WA I Architectural 0 Group 1415 E Wayzata Blvd Tel 952.473.1965 Sub 200 Fax 952.473.1340 Wayzata MN 55391 www.mohogenhonsen.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. X 00 I THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE 1 CITY SUBMITTAL 4/2/04 2 CITY RESUBMITTAL 4/13/04 60 I O o W 1 O PROJECT NUMBER: 04056.0IMI DRAWN BY: DHC CHECKED BY: S.PAETZEL DATE: 4/2/04 - COMPUTER DIRECTORY: DUNSMORE/BLULIFCKEEK/ClITY SVB to I TRIPLE 48'-0" WALK OUT �e PLANS K N CITY SUBMITTAL N i SHEET NOTES 1. FINAL RESTROOM AND MECHANICAL ROOM LOCATIONS AND DIMENSIONS TO BE DETERMINED BY INDIVIDUAL UNIT LAYOUTS. ALL WALLS EXCEPT STAIR BEARING WALLS TO BE DIMENSIONED AND BUILT AT TIME OF INDIVIDUAL UNIT LAYOUTS. KEY NOTES OATTIC ACCESS -SEE INTERIOR BUILD OUT PLANS FOR FINAL LOCATIONS in' no 49'—n" r2_-� MAIN LEVEL FLOOR PLAN f',.1 1/$1, = 1'-0" VENTED SOFFIT TYP ROOF PLAN 1/8" = 1'-011 CONTINOUS RIDGE VENT I IMC Ar wet I Ctrl Aw TYP. DOWNSPOUT LOCATIO c" nnrrlu AN i "1 ^11r rn INDICATES LIMITS OF ICE & WATER SHIELD. WRAP ICE & WATER SHIELD 18" UP WALL TYP. DOWNSPOUT LOCATIONS ® ALL VERT. WALL/ 6" PREFIN. ALUM. GUTTER ROOF CONDITIONS STONE CREEK OFFICE GROUP; LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mohagen mwmr Hansen WA I Architectural 0 Group 1415 E Wayzata Blvd Tel 952.473.1965 Sub 200 Fax 952.473.1340 Wayzata MN 55391 www.mohogenhonsen.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. X TODD MOHAGEN, AIA REGISTRATION NUMBER: $074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE 1 CITY SUBMITTAL 4/2/04 2 CITY RESUBMITTAL 4/13/04 PROJECT NUMBER: 04056.0IMI DRAWN BY: DHC CHECKED BY: S.PAETZEL DATE: 4/2/04 - COMPUTER DIRECTORY: DUNSMORE/BLULIFCKEEK/ClITY SVB - TRIPLE 48'-0" WALK OUT �e PLANS K CITY SUBMITTAL A2.1 1 12 �9n ' =mmarm — r� ��ri IRK `�� 11 •1 '11' 0 1 :1 •/ 1 1 - 111• 111• ? 111• 11 1 ASPHALT SHINGLES ALUMINUM FASCIA W/ GUTTERS PAINTED EXTERIOR COMPOSITE TRIM PAINTED EXTERIOR COMPOSITE TRIM FIBER CEMENT SIDING PAINTED EXTERIOR COMPOSITE TRIM PRECAST SILL CULTURED STONE -ALT. BRICK ALUMINUM DOWNSPOUTS -PROVIDE SPLASH BLOCKS AT ALL DOWNSPOUT LOCATIONS TYP. ® DOORS & WINDOWS REAR ELEVATION 1/8" = 1'-0" 1 12 i i J BOT. OF FASCIA 110'-10" � MAIN LEVEL 10o'_0_ BOT. OF FASCIA 11 D -10 BOT. OF FASCIA rL \ x`109-4 MAIN LEVEL 100'-0- io 0 I a EXTERIOR MATERIALS BR -1 CULTURED STONE -1: TO BE DETERMINED- ALTERNATE FOR BRICK MTL-1 METAL -1: PREFINISHED ALUMINUM SOFFIT, FASCIA, GUTTERS COLOR TO BE DETERMINED FCS -1 FIBER CEMENT SIDING: JAMES HARDIE PRODUCTS -HARDIE PLANK SELECT CEDARMILL OR EQUAL. 6' EXPOSURE COLOR TO BE DETERMINED. REFER TO MANUF. FOR STORAGE & INSTALLATION REQUIREMENTS PT -1 TRIM: MIRA TEC -5/4' PAINTED TREATED EXTERIOR COMPOSITE TRIM (OR EQUAL) COLOR TO BE DETERMINED SHL -1 ASPHALT SHINGLES: CERTAINTEED INDEPENDENCE SHANGLE, COLOR TO BE DETERMINED PC -1 PRECAST CONC. SILLS: SHAPES & SIZES PER DRAWINGS, COLOR TO BE DETERMINED FGC- PILASTERS: FIBERGLASS COLUMNS PAINTED TO MATCH COLOR TO BE DETERMINED CONTACT DUANE UNIVERSAL PLASTICS, 763-424-6882 10" PROGRESS LIGHTING P5654-33 STAINED CEDAR FRAME PLASTIC SIGN FACE W/ ADHERED LETTERING TYP. UNIT SIk_'.N / LIGHT DETAIL 1 1/2" = 1'-0" NEON OR FLUORESCENT INTERNAL ILLUMINATION ACRYLIC INNER LAYER f DBA PUSH THRU ACRYLIC LETTER BRUSHED ALUM. I o FACE W ACRYLIC CUT OUT LETTERS -TLOGO SECTION ELEVATION TYP. UNIT ID SIGN 1 1/2" = 1'-0" 1'-10" Suite 12345 STONE CREEK OFFICE GROUP; LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mohagen 0 Hansen Architectural 0 Group 1415 E Woyzoto Blvd Tel 952.473.1965 Suh 200 Fax 952.473.1340 Woyzato MN 55391 www,mohagenhansen.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. X TODD MOHAGEN, AIA REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE 1 CITY SUBMITTAL 4/2/04 2 CITY RESUBMITTAL 4/13/04 PROJECT NUMBER: 04056.01Ml DRAWN BY: DHC CHECKED BY: S.PAETZEL DATE: 4/2/04 COMPUTER DIRECTORY: CUNSMORE/BLUUFCREEK/aw SUB - TRIPLE 48%0" WALK OUT „ ELEVATIONS L CITY SUBMITTAL A2.2 00 i� W O 159'-4" 31'-4" 32'-8" 31'-4" 32'-0" 32'-0" 31'-4" IL 3'-8" 24'-8" 3'-8" 8" 30'-B" 3'-9" 24'-6" 3'-9" 31'-4" '-0" 4'-4" 8'-0" 8'-0" 9'-0" 5'-8" 6'-8" 6'-8" 5'-8" 7'-4" 8'-0" 8'-0" 7'-4" 5'-7" 6'-8" 12'-3" 8'-4" 8'-0" 8'-0" 7'-0" A2.5 I -TL- — —— — — — — — — — J L — — — — — — — — — — J L — — — — — — — — — — — — — — — — J L — — — — — — — — — — — — J F — — — — — — — — — — — — — — — ------------------ III Ijl I'I III 1jl ------------------� III 1jl II III 1jl r------------------- III Ijl II III Ijl r------------------- III Ijl II III Ijl r ------------------ II, I'I III Ijl II I I! III Ijl II 4'-0* I! III Ijl I'I I I U4 -I I I I I I I I I III �' I III I II I II I FUR I! I I I I I I! I ! I I uRN ISUMP 1 FUR 0 1 1 FUR I I T NiRMN4' MP I S I U ! I R I I T I S MPI URN F-- �FURf✓. I I IFUR SUMP I I I �URN� O O I F-- I IFUR SUMP I I 16 --� I `•URNS O 0 I' -, I! F-- 1 0 1' 1 I F-- 1 0 1 'FURL. I I I I I J LF 1WH� 'WHA ' I O O I!] I O O _ — -� o N— J — — — — — — — — — f — — — — — — — — L — — — — — - — — — — — — — t t A2.5 4'-5" 26'-11" 4'-5" 24'-6" 4'-5" 30'-8" 4'-5" 24'-6" 4'-5" 26'-11" 4'-5" 160'-0" LOWER LEVEL FLOOR PLAN 1/8" = 1'-0" in,_n" SHEET NOTES 1. FINAL RESTROOM AND MECHANICAL ROOM LOCATIONS AND DIMENSIONS TO BE DETERMINED BY INDIVIDUAL UNIT LAYOUTS. ALL WALLS EXCEPT STAIR BEARING WALLS TO BE DIMENSIONED AND BUILT AT TIME OF INDIVIDUAL UNIT LAYOUTS, KEY NOTES O ATTIC ACCESS -SEE INTERIOR BUILD OUT PLANS FOR FINAL LOCATIONS —1 I I I i I I 1 oo I I o I i I a o 00 I a 00 I nz.s I, I I � I i I I M MAIN LEVEL FLOOR PLAN A23 1/8" = 1'-0„ STONE CREEK OFFICE GROUP; LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mohagen Hansen Architectural 0 Group 1415 E Wayzata Blvd Tel 952.473.1985 Suite 200 Fox 952.473.1340 Wayzata MN 55391 WWW.mohagenhon3en.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. X TODD MOHAGEN, AIA REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE 1 CITY SUBMITTAL 4/2/04 2 CITY RESUBMITTAL 4/13/04 PROJECT NUMBER: 04056.0I91I DRAWN BY: DHC CHECKED BY: S.PAETZEL DATE: 4/2/04 COMPUTER DIRECTORY: DUNSMMEtBLUUFCREEK/CITY SUB FIVE 48%0" WALK OUT PLANS M CITY SUBMITTAL A2.3 00 I :,)'_n" :)'_n" in' -n" UPPER LEVEL FLOOR PLAN 1/8" = 1'-0" 0 SOFFIT OR ROOF TS WITHIN 10' OF UNIT TO UNIT PROP LINE TYP. 10'-0" 1 I VENTS TYP. I I I I � 1❑ ❑❑d 'E: 6/12 VENTED SOFFIT TYP. ROOF PLAN 1/8" = 1'-0" R OF WALL BELOW --�T ---- /T ---f SLOPE/12 SLOPE: I I I IN. 10' 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 CONTINOUS RIDGE VENT 6" PREFIN. ALUM. GUTTER II I I I 10'-0" MIN. I10'-0" M ROOF VENTS TYP. o II 1 I� ❑ ❑ q II I I N I \O II 11/600 VENTING IN ROOF 111500 VENTINGIN FFI v0J, 11/300 OF TOTAL COVER D SPACE, II I 1 II 11 I I I I WRAP ICE & WATER SHIELD 18" UP WALL ® ALL VERT. WALL/ ROOF CONDITIONS 6" PREFIN. ALUM. GUTTER TYP. DOWNSPOUT LOCATIONS ---T ----- T ---J I I I I I I 11 I IN. 10' I I I I I � I I I I I I I I I I I I FLI MIT'S OF ICE do I WATER SHIELD{ I TYP, DOWNSPOUT I I I I I ROOF VENTS TYP. I ❑ ❑ ❑ I afNg SHEET NOTES 1. FINAL RESTROOM AND MECHANICAL ROOM LOCATIONS AND DIMENSIONS TO BE DETERMINED BY INDIVIDUAL UNIT LAYOUTS. ALL WALLS EXCEPT STAIR BEARING WALLS TO BE DIMENSIONED AND BUILT AT TIME OF INDIVIDUAL UNIT LAYOUTS. KEY NOTES 0 ATTIC ACCESS —SEE INTERIOR BUILD OUT PLANS FOR FINAL LOCATIONS STONE CREEK OFFICE GROUP; LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mohagen 0 Hansen Architectural Group 1415 E Wayzata Blvd Tel 952.473.1985 Suite 200 Fox 952.473.1340 Woyzato MN 55391 "*.mohagenhonsen.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. X TODD MOHAGEN, AIA REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE 1 CITY SUBMITTAL 4/2/04 2 CITY RESUBMITTAL 4/13/04 PROJECT NUMBER: 04056.01MI DRAWN BY: DHC CHECKED BY: S.PAETZEL DATE: 4/2/04 COMPUTER DIRECTORY: DUNSMORE/BLUUFCREEK/CTTY SUB - FIVE 48'-0" WALK OUT PLANS "N`� CITY SUBMITTAL A2.4 -- 12 _ - -- _ --T_ ._--- _ _-_._- I - ASPHALT SHINGLES - ALUMINUM FASCIA - J _ = - W/ GUTTERS ---_- -_ - - -- - - -- _ _-- - - PAINTED EXTERIOR COMPOSITE TRIM -------- 4 FIBER CEMENT SIDING OPTIONAL SIGNAGE, OPTIONAL SIGNAGE, OPTIONAL SIGNAGE, OPTIONAL SIGNAGE OPTIONAL SIGNAGE, PRECASL ET T SILL CULTURED STONE -ALT. BRICK ALUMINUM DOWNSPOUTS I I ADD E S INA I I I I I I FIRE DEPT. KEY BOX TYP ®EACH DOOR I I ADDRESS SIGNAGE (TYP ® EACH -PROVIDE SPLASH BLOCKS7r,1 ) i i (TYP ® EACH DOOR) AT ALL DOWNSPOUT LOCATIONS -SEE DETAIL 2/A2.2 DOOR) -SEE DETAIL 13/A9.2 I I I I I 1 I I I I I I II I I I I I 6" PAINTED EXTERIOR COMPOSITE TRIM I I I I I I I I I I I I TYP. ®DOORS &WINDOWS 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 I I I I I I I I I I L _L______ _ L _____ J 1 _____ __ 1 L _____ _ _ L J ------------- FRONT ELEVATION 1/8" = 1'-0" 12 112 I I I I I i i i i T I I I I I I I I I I I r I I I I I I I REAR ELEVATION 1/8" = 1'-0" - _= ---- - - -- -- ----- -- -- --- -- -- -- -- --- SHL- �. - - - - _ ASPHALT SHINGLES- -.--. _ T- - - -- - ---� - - FIBER CEMENT SIDING - _ FCS- -- - ALUMINUM FASCIA BOT. OF FASCIA - W/ GUTTERS 110-10 - -- BOT. OF FASCIA - _ - - - - - - - - - ----- -_ 109 -4 - - -- - -- PAINTED EXTERIOR = a FGC- COMPOSITE TRIM® - - - -.-. PC=; - El 71E -- EIL _ CS -------------------------------------------------------- - _ 100 -OA _ MAIN LEL -- --- - - - - - - - - -- - - CULTURED STONE -ALT. BRICK FCS- _ PRECAST SILL_ PC -1 _- GS -1 1 II I I II I II I II I LOWER LEVEL ALUMINUM DOWNSPOUTS I I 6" PAINTED EXTERIOR r 88-9 3/4 - ALUMINUM 4 Lr_i---- -� r------- --11 I -PROVIDE SPLASH BLOCKS I ' COMPOSITE TRIM TYP. ®WINDOWS r----�� I L____� 6" PAINTED EXTERIOR I r---- L----� I COMPOSITE TRIM TYP. ® WINDOWS 1 1 AT ALL DOWNSPOUT LOCATIONS t -t -------------------------------------------------JI L�-------------------------------------------------�-� 3 SIDE ELEVATION 4 SIDE ELEVATION ,q25 1/8" = 1'-0" qu 1/8" = 1'-0" i BOT. OF FASCIA 110'-10" BOT. OF FASCIA MAIN LEVEL 100'-0- BOT. OF FASCIA 117'-4- BOTS IA 110.-10- �JMAIN LEVEL 100'-0 BOT. OF FASCIA 117'-4- BOT. OF FASCIA 110-10 MAIN LEVEL IOU -0- LOWER LEVEL JA 3/4- EXTERIOR MATERIALS BR -1 CULTURED STONE -1: TO BE DETERMINED- ALTERNATE FOR BRICK MTL-1 METAL -1: PREFINISHED ALUMINUM SOFFIT, FASCIA, GUTTERS COLOR TO BE DETERMINED FCS -1 FIBER CEMENT SIDING: JAMES HARDIE PRODUCTS -HARDIE PLANK SELECT CEDARMILL OR EQUAL. 6" EXPOSURE COLOR TO BE DETERMINED. REFER TO MANUF. FOR STORAGE & INSTALLATION REQUIREMENTS PT -1 TRIM: MIRA TEC -5/4' PAINTED TREATED EXTERIOR COMPOSITE TRIM (OR EQUAL) COLOR TO BE DETERMINED SHL -1 ASPHALT SHINGLES: CERTAINTEED INDEPENDENCE SHANGLE, COLOR TO BE DETERMINED PG -1 PRECAST CONC. SILLS: SHAPES & SIZES PER DRAWINGS, COLOR TO BE DETERMINED FGC- PILASTERS: FIBERGLASS COLUMNS PAINTED TO MATCH COLOR TO BE DETERMINED CONTACT DUANE UNNERSAL PLASTICS, 763-424-6882 STONE CREEK OFFICE GROUP; LLC 8156 MALLORY COURT CHANHASSEN MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mohagen Hansen Architectural Group 1415 E Wayzata Blvd Tel 952.473.1965 Suite 200 Fax 952.473.1340 Woyzolo MN 55391 www.mohagenhonsen.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. X TODD MOHAGEN, AIA REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE 1 CITY SUBMITTAL 4/2/04 2 CITY RESUBMITTAL 4/13/04 PROJECT NUMBER: 04056.0IMI DRAWN BY: DHC CHECKED BY: S.PAETZEL DATE: 4/2/04 COMPUTER DIRECTORY: DUNSMORE/BLUUFCREEK/CffY SUB FIVE 48'-0" WALK OUT ELEVATIONS lo*v CITY SUBMITTAL A2.5 UPPER LEVEL FLOOR PLAN 1/8" = 1'-0" SHEET NOTES 1. FINAL RESTROOM AND MECHANICAL ROOM LOCATIONS AND DIMENSIONS TO BE DETERMINED BY INDIVIDUAL UNIT LAYOUTS. ALL WALLS EXCEPT STAIR BEARING WALLS TO BE DIMENSIONED AND BUILT AT TIME OF INDIVIDUAL UNIT LAYOUTS. KEY NOTES 0 ATTIC ACCESS —SEE INTERIOR BUILD OUT PLANS FOR FINAL LOCATIONS In nx 7n, A- ln� A - �' �) MAIN LEVEL FLOOR PLAN VENTED SOFFIT TYP. ROOF PLAN 1/8" = 1'-0" CONTINOUS RIDGE VENT I ILIO nr WAI I DVI AW TYP, DOWNSPOUT LOCATIONS C' eerriu Alm, n Irmo ® ALL VERT. WALL/ 6" PREFIN. ALUM. GUTTER ROOF CONDITIONS INDICATES LIMITS OF ICE do WATER SHIELD. STONE CREEK OFFICE GROUP; LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mohagen Hansen Architectural Ful HE Group 1415 E Wayzata Blvd Tel 952.473.1965 Suite 200 Fax 952.473.1340 Wayzata MN 55391 www.mohogenhansen.com • I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. X TODD MOHAGEN, AIA REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE 1 CITY SUBMITTAL 4/2/04 2 CITY RESUBMITTAL 4/13/04 PROJECT NUMBER: 04056.0IMI DRAWN BY: DHC CHECKED BY: S.PAETZEL DATE: 4/2/04 COMPUTER DIRECTORY: DUNSMORFIBLWFCREEK/CFfY SUB - TRIPLE 48%0" SLAB ON GRADE PLANS .111 �%th CITY SUBMITTAL A2.6 Ii ASPHALT SHINGLES ALUMINUM FASCIA W/ GUTTERS PAINTED EXTERIOR I COMPOSITE TRIM FIBER CEMENT SIDING PRECAST SILL CULTURED STONE -ALT. BRICK ALUMINUM DOWNSPOUTS -PROVIDE SPLASH BLOCKS AT ALL DOWNSPOUT LOCATIONS ASPHALT SHINGLES ALUMINUM FASCIA W/ GUTTERS PAINTED EXTERIOR COMPOSITE TRIM FIBER CEMENT SIDING PRECAST SILL CULTURED STONE -ALT. BRICK ALUMINUM DOWNSPOUTS -PROVIDE SPLASH BLOCKS AT ALL DOWNSPOUT LOCATIONS 11TF1 71 ]11 1;1 7nni! Email 1 12 %mm mol "VIN, 111 No m ME ME LJ' ADDRESS SIGNAGF (TYP 0 EACH DOOR) _-SEE DETAIL _2_/_A_2.2__________ 6" PAINTED EXTERIOR COMPOSITE TRIM TYP. ® DOORS & WINDOWS FRONT ELEVATION 1/8" = 1'-0" loll M mil FIFE DEPT. KEY r :O DOOR)(TYP 0 EACH ------------ BOT. OF FASCIA 110'-10" MAIN LEVEL 100--0-- 1/8" 00-0 ASPHALT SHINGLES FIBER CEMENT SIDING I L. V rMIIY I LV LA I LRTVR VVMr VJI IL IRIM I I I I TYP, 0 DOORS & WINDOWS REAR ELEVATION 1/8" = 1'-D" ALUMINUM DOWNSPOUTS�i L 6" PAINTED EXTERIOR -PROVIDE SPLASH BLOCKS i i COMPOSITE TRIM TYP. ® WINDOWS AT ALL DOWNSPOUT LOCATIONS SIDE ELEVATION 1/8" = 1'-0" BOT. OF FASCIA 110 --lo'. BOT. OF FASCIA 109'-4 MAIN LEVEL 100--o- SIDE oo -o - II IN�� PAINTED EXTERIOR COMPOSITE DO C_t -t------^-------------- SIDE ELEVATION 1/8" = 1'-0" EXTERIOR MATERIALS BR -1 CULTURED STONE -1: TO BE DETERMINED- ALTERNATE FOR BRICK MTL-1 METAL -1: PREFINISHED ALUMINUM SOFFIT, FASCIA, GUTTERS COLOR TO BE DETERMINED FCS -1 FIBER CEMENT SIDING: JAMES HARDIE PRODUCTS -HARDIE PLANK SELECT CEDARMILL OR EQUAL. 6" EXPOSURE COLOR TO BE DETERMINED. REFER TO MANUF. FOR STORAGE & INSTALLATION REQUIREMENTS PT -1 TRIM: MIRA TEC -5/4' PAINTED TREATED EXTERIOR COMPOSITE TRIM (OR EQUAL) COLOR TO BE DETERMINED SHL -1 ASPHALT SHINGLES: CERTAINTEED INDEPENDENCE SHANGLE, COLOR TO BE DETERMINED PC -1 PRECAST CONC. SILLS: SHAPES & SIZES PER DRAWINGS, COLOR TO BE DETERMINED FGC-1 PILASTERS: FIBERGLASS COLUMNS PAINTED TO MATCH COLOR TO BE DETERMINED CONTACT DUANE UNIVERSAL PLASTICS, 763-424-6882 SHL -1 FCS -1 BOT. OF FASCIA 1t0-10 SOT. OF FASCIA 109'-4" MTL-1 PC -1 CS -1 MAIN LEVEL 100 -0 STONE CREEK OFFICE GROUP; LLC 8156 MALLORY COURT CHANHASSEN, MN STONE CREEK TOWN OFFICES CHANHASSEN, MINNESOTA Mohagen m" Hansen Architectural w Group 1415 E Wopolo Blvd Tel 952.473.1985 Suite 200 Fox 952.473.1340 Woynto MN 55391 w .mohogenhonsen.00m I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. X TODD MOHAGEN, AIA REGISTRATION NUMBER: 1 8074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE 1 CITY SUBMITTAL 4/2/04 2 CITY RESUBMITTAL 4/13/04 PROJECT NUMBER: 04056.OIMI DRAWN BY: DHC CHECKED BY: S.PAETZEL DATE: 4/2/04 COMPUTER DIRECTORY: DUNSMORE/BLUUFCREEK/CITY SUB TRIPLE 48%0" SLAB ON GRADE ELEVATIONS 'vQ CITY SUBMITTAL A2.7