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I N.A. PARKING Illuminance Fc 1 3.92 1 10.4 10.5 1 7.84 120.80 Size 1"=40'-0" B.I.G. Warehouse Site 1 4� CPULSE never ordinary 6130 Blue Cimle Dr., Mmnftrika, MN 55343 Ph 952-217-NN - Fax 952-930-4632 ..W6eproCum.mm Contact: Mark Tollefsbol Date: July 23, 2014 80"ED Proposed Office / Warehouse Chanhassen West Business Park Addition business s Implict Total Merchandise Aaencv OHCE^VUREN USE 6AMBMD COBIIUCIEp 6: WAS - PRECAST CONCRETE WALL PANELS MIN AW.IECIUR/L CONCRETE ROCK • CONSUMED STUIE HOOF - SIRL BAR GR / S'/ A ROOF O 9II WORN / QBIf 511E / AD6SRIALT - WDSYPWG (Overall Site Plan xw vra2 l.. A uMr9 Mm u. / xT mw¢ pR cfi cclgAryc. m mrowry i.. _ gem .nwT d iwNvri. � - .a m wun Lid wOOlry uK - �C T .9NYi Wf 1NRn YC - ]0'd N AYx4� PMX MG n y-Eiro v. .cnw up 16. /1� MA, ss.. a. a mry eMic® ,off I� �P® ss. - Ma.0 T TT& PAIANC gN1VpF11 W STALL, - /]N.OIOtNCIL®Eff �.p�..� exWft entrance `/--^' �E-BYMNA]MWAi2 MATOi„IIIWIts 3I7/ OF C'AANHASS& RECEIVED JAN 31 2013 SHM!NF SSEN PLANING nFOT PROPOSED BUILDING 1 — I l rT 1 graphic Bute plan tl0 i..IFL1... L..,.MF.....�. PERSPECTIVE VIEW from SOUTHEAST WQ MINIMUM � StTE PLAN NORTH SCANNED ARCHIIEr'. HOUWMAN ARCHITECTS 31572 SNOWBALL READ PENGILLY, MN 55775 6516a1-0200 OFFICE 211-929-9171 PROJECT LOCATION: 2410 Galpin Court Chanhassen. MN 55317 BUILDING OWNER: Business Impact Group 2411 Galpin Court Suite 120 Chanhassen, MN 55317 GENERAL CONTRACTOR: NOTE TNIS SET OF PUNS IS FOR A DESIGN -BUILD PROJECT. ANY INFDRMATION NOT CLAMFIED BY MANUFACTURER. PERFORMANCE REOUIREMENTS OR DETAILS ON THIS PUN SET ARE To BE DETERMINED BY THE GENERAL CONTRACTDR AND THE OWNER. ANY DISCREPANCIES BETWEEN PUNS AND FIELD CONDITIONS WHICH REQUIRE THE CONTRACTOR TO CHOOSE ONE METHOD. DIMENSION OR MATERIAL OVER ANOTHER ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE WORN IS STARTED. FOR CLARIFICATION. SITE PLAN SUBMITTAL 1.30-14 BID SET CO SET JOB* 13-55 DATE DRAWN LH CHECKED BH Site Plan A1.0 (4)UIN FLOOR PLAN m scAlc +NCIRTH nr - r-r e-11 HOUWMAN ARCHITECTS 31572 SNOWBALL ROAD PENGILLY. MN 55775 651-631-0200 OFFICE 218 929-9171 BRIAN WHOUWMAN@YAHOO.COM PROJECT LDUTOW 2410 Galpin Court Chanhassen, MN 55317 BUILDING OWNER: Business MONTH n2nd FLOOR PLAN jh T Impact Group 2411 Galpin Court Suite 120 Chanhassen. MN 55317 GENERAL CONTRACTOR: NOTE: MIS BE OF PUNS IS FOR A DESIGN BUILD PROJECT. ANY INFORMATION NOT CUMMED BY MANUFACTURER, PERFORMANCE REQUIREMENTS OR DETAILS ON THIS PUN SET ARE TO BE DETERMINED BY THE GENERAL CONTRACTOR AND THE OWNER ANY DISCREPANCIES BETWEEN PUNS AND FIELD CONDITIONS WHICH REQUIRE THE CONTRACTOR TO CHOOSE ONE METHOD. DIMENSION OR MATERIAL OVER ANOTHER ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE WORN IS STARTED. FOR CURIFRATION, SITE PLAN SUBMITTAL 1-30.14 BID SET CO SET JOB# 13-55 DATE DRAWN LH SCAM?!NECHECKED Bit Floor Plans A2.0 d0U TH ELEVATION FACING GLPN COUNT �SC.LLE I/,r _ ,'_r �`�s\'VVCJ I CLt VH I I VIN FAOXI GLPN caNT ©NORTH ELEVATION ACING Ytcx vrxe I/19• _ ,•_r 1^1q FABCb1 P ECABT MNLPANPANEL, IN EIDJ4D A,,,r AM OM, 9R0M CCLCR iidS7UNE Wp BY BMDEN CREEK. S HI2 A rtBIF3N LEpGE ST.. MUSTNII WIM STONE w - STALL AND Y& Ppt MANIFACRAFII NKRIIKlltl15 SET STORE CAP OW TOP FP S10IE MXECOT YENFDI ®l sx1 &= B x B x ,s BY MASEABLNI. EAMmBi ED NTEDR& COLM 1ILLS10E IY x 1a' PEFMSEI ETN NSAATED DRIVE N 01 IIw ®y S x V 0.H. Om 000E WM BINfp6 / SIELTEH / DWc lE1EliR r x r NAIAM SUED. YNI DC'M -PAINTED MAXSNID BI10Nl TO MATa C091G. ALUMINUM STORE FRONT FNAE$ WITH B RNAM OEM OA55-&UMINW PBIy6 BY TWpITE 7 ALER-IK AAMt2C]]AN. ANODIZED RINI IKNT ULRt. ALUsHNUE *MOW FRINNES WITH NSCLEAN,IAUTEDCLEAN, Q-NI}NAAM FB&E$ BY TUBF]ITE, 'y. -IK AANI]C]yLµ .WDpgD FNLSAL "I U.T. I� ROUNDED MET& ENTRY CANOPY -.M 500 CR NYLM X QABSIC COPPER CQ00 SION/,E W 1X COMPNEY l60 ND XAYE lO6Y NL 9l0NAQ NlN GYRER 61m am Bn �n .n m9m I- C (pUS, ELEVATION FA�IIGPNBLA) '� SGIE thr _ t'-r WOO,p Lei DI �,1BULILDING CROSS—SECTION AID t 6'L PNEM9ED ARGiECTRK MET& LYPNf xvVAR BOD MANSARD BROM. ©'.�.y PIEM9m NM]EIECMtK META'. CDPN4 MYNAH 50Q CLASSIC COPPER itryJ PAINTED ST61 nNR WTH i-,/r P TUBE: R&imSs I.1 PAINTED r OWL SIFFFL PRE BOLARD - CORE PILL W/ELNC a DONE TT. SET CUT 1'-r FROM BIMDNG FACE ® POURED CONCRETE AINHGN W D -N DH ODOR POIED ONOEIE 51px+ MRI iD10gARO1 W WW pO06 11 ARCHITECTURAL ET& PANELS - KYVAR SOB MANSARD BROW MpxTEC11M& WAIL MOUNTED UOIT F1xNE BY T WIWABCO, 91RE5 AR,,,, LOAKR S, N3, 14•. L.YIP THIS.�y MsBH: GNR.14 GPFL4A: WHITE&ABASIFX, MM CFPPBE. RNC FN9E KATLN&, yyTA2 120 I� DOWCAST. AELNG WAIL MOUNTED. LIGHT P1xTURE FOE FAM ND LOT. SE£ PHM, RKC ,, 2✓ DOWNCAST POE MOANTED• LNRT FT%NE FOR PNBONO WT. SEE PHOTOEIMC pLAxS. I� PANED COHCETE RETAIMNO WILL NTH r QFD PATTERN. COLOR SAS q[gA E I� TIP ! WAIN CAST BROYR MET& (MATCH FLAVOR OF MARS ID SHOWN COUT T ",R,, RY) CIUMLFIN LIGHTS eOUTH EAST VIEW A10 SSG E SOUTH EAST VIEW m NO SCNE ®SOUTH EAST VIEW SCANNED No BONE ARCHITECT'. 4: .. HOUWMAN ARCHITECTS 31572 SNOWBALL ROAD PENGILLY. MN 55775 6514314200 OFFICE 219 929 9171 BSANWHDUWMAN@YAHOO.COM PROJECT LOCATION: 2410 Galpin Court Chanhassen, MN 55317 BUILDING OWNER Business Impact Group 2411 Galpin Court Suite 120 Chanhassen, MN 55317 GENFR.LL CONTRACTOR: NOTE: THIS SET OF PLANS IS FOR A DESIGN-BWLD PROJECT, ANY INFORMATION NOT CLARIFlED BY MANUFACTURER, PERFORMANCE REQUIREMENTS OR DETAILS ON THIS PLAN SET ARE TO BE DETERMINED BY THE GENERAL CONTRACTOR AND THE OWNER ANY DISCREPANCIES BETWEEN PLANS AND FIELD CONDRTONS WHICH REQUIRE THE CONTRACTOR TO CHOOSE ONE METHOD. DIMENSION OR MATERAL OVER ANOTHER ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE WORK IS STARTED. FOR CIAwnCATION. SITE PIRA SUBMITTAL 1-30.14 BID SET CD SET 10B94 1355 DATE DRAWN LH CHECKED IN Exterior Elevations A3.0 MCGRAN-EDISON• �-- DD r IW.-Ea 0 RME201D .4 q MaGRARI-EDISON' '_ GRLIEON LED LRYR�R� t�RR� IL �RtaRa�RO �0ta®0 edi engl)mN desgn mNaM 1112 MM $In M. AE mme�IM�S, mn �fit23a).fi9R5 1v.611W123U.i9fi1 rw'.MMlka.mm wrw�Ralwn.c Y1Y CYnryb Fie NYne: E1.mq Ngra Numpr 1d 2 Dak: 0Vip111 KKEALCE34 CMGM 9Y'. J$N 'IAiE W1fX CW R Fe'IILgIS DNe N�. nL?P ing Assembly Detail scuE: ws W a U) ~o a) O lu 2 z W cr Q w N In a d z m U E1 g Site Development Plans JAN . 1 on �`I4PIHFS$ENnNwI f o r Business Impact Group Chanhassen, Minnesota CONSULTANT CONTACT LIST: OVILENGINEER DWELOPER/OWNER MFRA INC. BUSINESS IMPACT GROUP 148M 28TH AVENUE, SUITE 140 2411 GALPIN COURT PLYMOUTH, MN 55447 CHANHASSEN, MN 55317 TEL 763-476-6030 TEL 952-278-7822 FAX 763-476-8532 CONTACT: CONTACT: TERRY BACKMAN ARCHITECT BRIM W. HOUWMAN ARCHITECTS, LLC 31572 SNOWBALL RD PENGILLY, MN 55775 TEL 651-631-0200 CONTACT: BRIAN HOUWMAN GEOTECHNICAL COMPANY ADDRESS ADDRESS TEL FAX CONTACT: SURVEYOR MFRA INC. 14800 28TH AVENUE, SURE 140 PLYMOUTH, MN 55447 TEL 763476-6010 FAX 763-476-9532 CONTACT: MARCUS HAMPTON LANDSCAPING MFRA INC 14800 281H AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763-476-6010 FAX 763-476-8532 CONTACT: JIM KALKES VICINITY MAP NO SCALE SHEET INDEX SHEET1 DESCRIPTION M01 TRESNEET C201 FXISDNG CONOIfgN5 P1AN C3.D1 SITE BIAN U.01 GRADING PUN 5.01 EROSNIN CDMROL PUN - PHASES 002 ERONONCOMNOLPUN-PHAff2 M03 JEROS CONntOLNIM&DEFARS 06.01 JUPUTYPLAN 0.01 DETNLS M02 DUMB uol vTE w2OCAP[PUN LL02 SITE IANI DETNLS 1 01 IRRIGATION DESIGN BUILD REOUIREMEM PRINTED JAN 3 12014 MFRA, Inc. � fira 148M 2W Aye N SIB 140 PMPI Mlnnesnla 55447 PI631476. K10 WhElasne F531476. B532 ti m arshe're.cam Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN SALPIN COURT Certification 'Re."s l .Geld ', eerb<Ye , rce ENGINEER m W m he l she Pass osMn Jared Johes n.a,P.ahm NP 46610 . 01/31/2014 .NnM kn�xnrw. m'nn Summary G,,"Ped. D mo rapPowed Is 6ouE/PaBe:nUv Phase: SUBMITNAL Errhal sue: om✓EI Revision History ND Date By Subm Ual/Re won Sheet Title TITLE SHEET Sheet No. Revision C1.01 Project No. HOU19929 ¢ 1 PY.959. }1 LEGEND '. L,L •• -- I LE- .nM' I/\ � - / •wuxD MoxOMENTce I�wA,ERMAInETUNIT UNT A. i 4 = ,^- I I I \ \ 1', $R MONVMCX, @—Dc ® VOR "S'EWS EP '- SE,. IACC • — 91WNJII99gSAR 1 0UONT,RIC MF,EP 0—»�SLORM UNDSE —G— RIGCONCRETE 1In F UGm �N�fUREDEH05ErnOH CONUE,E cuae A. Y / ®"CONDITIONER &--M—(0 OUNCIRK TRANGFORMER �� RULDIN4 LINE / /g IFGUY AnCNOR �m� TEEENgxE PEOEiiu ---- Ill U.011 5�551>YYl Sm-OS_ -. `—________ �_ R Z bI-ANDIUP STA. ��of—Z GAS METER O BITUMINOUS SURFACE -� P l ,• � UTU,IPOLE —w'— aVERxEwOwIRE CONCRETE SURFACE / w.— --_ \\\_\- — `---_�---_ a II GUARD rosT —�=aux uxR Nxu a p I -- _ _ _ —an _ �R1111 L /' fiOWRp IRON FENCE I� UXpSGPE SURFACE -" �..a I I1,111111\1 FY M • SIGN NFRE FENCE pFOd10US WEE I' 111�t'e ¢ .' WDC-0FENCE -¢� CONIFEROUSTPfE 1 \\ -�\ IIII\\\\\ —DESCRIPTION lector Transo f IRA 1 Fel1—dd3, Block Nef ChanN,xn Wprt,of.ts fol., Carver County. nor ocfa, IFmramRroae,eroehd UNi[nermrerce No,00pneUyaRne Fabwel35 onds Along, nnnR xaa:o"Wean FomerasaMLm E; Rnence norzM1 lO aeareea 53 mw"ea as:<Fonaa weacenan devne InearioeadauoFor E aneeaamegmeemocal OF oLUlaW 3w Me Mme oFbe. f..e \ \ L \R \ \ \ '- - - litho Fobeaesmnea:lnenre io"n R9aethentle-al l9 ss[anao WenadNn[¢ols3l Os leel \s \ \ IREP.\ III \� ¢m �, LaFM1e w¢rterly nneNv,a lot ind old Nne [M1ere RemeinaaM \ \ a\� \ `«\ \\ \ \\ R \ I \� I I\ 1 DRAINAGE AND UTILITY EASEMENT g \ ` ♦ \ \ /rf \ I1'�'' I Rdo A EO foot w lh drainage and"IfNy a,—act-.r.under, and —Uc f; v and 3. 9loh 1. 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SN 140 PMnO l MnEdEaR 55447 176N 476.6010 MMMxte ( 476,6602 1afdRI MnoRtni om Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MGAURNIN ODOR Certification e rapePaerdamaoe .aaem.anr� u on rMr'N>elamatluN rt.eu¢d EER>�a.e.aamartNe e�M",gin. RaGoa—Ne. 46610 D>u. 01/31/2014 a aFp.acrult afi., al owa en pa,w enarel A Sal Iar P,.—, MNOR.. Summary DAWINNI9 Dawn: LIFE Apgoaall Ill /PRge: N1]Re: YA W LT4 Ill afore V RR/ad le Revision History No. Date By Submittal/Revision Sheet Title EXISTING CONDITIONS PLAN Sheet No. Revision C2.01 Project No. HOU19929 SCANNED W IIIIIIIIIIIIIIIIIILEGEND PROPOSED EXITING MOPFPIVIMIi NPRBGUREA------------ STANDABOWTY E/SEMEM ASPHALT PAVING G q BUILDNG PUNNING WPll NEAW DUTY WFMHD LIMITS ��� WERL ASPXALTPAVING TPEEUHf W "� IE SAWCM LIXF� SIGN T CONCRETE PAVING PIPEBIXIAPO NUMBER OF PARKING STALK Q PER NOW OF, NOR O —DEVELOPMENT SUMMARY ARU _ n GROSS SIR ANFA 9J.WZ SF Z.aZAc 41 IMPERVIOUS MFA=]6% W.330 SF LSZ AC GREEN SPACE=2. ZS,)63 SF YSO AC ZONING %t II TN ZONING PUD PROMISED ZONING ROD MORNING REQUIREMENTS OFFNF S/1. SF. SO STALLS WXSE. DRUG U, Do,=SF SM LQFXR0 AFTER UR 10.." 52 STALLS REQUIRED _ZZ ST. 11 IRLLS PPOVIDED IIIIIIIIIIIIIIIIIDEVELOPMENT NOTES w Ill wMENSIMA ANE ROURGD TOT ME NEAREST TENTH ROD. �S 1 B. ALL GN IONS SHOWN ME 1. Me FACEaCURB 1. 1. AN OUR0 UNLESS mXEPW6E NOTED. 1 C NI AREAS ARE ROUNDED TO ME HERBEST SWARE FOOT. D. AU PARRING STALLS 1.BEB'IN WIDTH MD RIN LENGTH ENDE60nLEAWIY xDNARD. 1 E CpI 11 SHALL REFER TO MCNITEMN PINES FOR DIRECT LOGTXN6 M0DMENA016 OF ERR PONOIES. RYAPS, MEDER[FUNDING DIM CHU DNS AND LIAR MRUNI UFFUR NQ LOCATIONS. F. SIDE AN IF FOR M ON UM ENT MGX DETAILS 1 G. WEM(UTERUML PLULS FOR LIGHT POLE FOUNDATION DETAIL AND FOR CHAR LOCATIONS OF LwM PRIE. 1 H. MR FINAL PIAT FOR LOT BOUNOARI UC LOT NUM REFS. LOT AREAS, AND LOT DIMENSION S. 1. ALL GARMENTS ON LDEWALFS ALONG THE ADA ROUTE SHALL NAVE A ADDED DAS LONGRUDI FUL S OPE OF'. U M, U{CEPT AT CURB —RA R:131, AND A MAXIMUM CROSS SUIPE OF I DB%11:<M. ME MAXMUM SLOPE IN AM MREMON ON AN PMMNG STALL I AC[F5S OF SHALL BE, DR% I]Yl. TILE CONTRACTOR SHALL REVIEW AND VERIFY ME GRADIENT IN TINE FIELD ALONG ME ADA PC PRIOR TO RACING CORCHER OR BITUMINOUS ME CONTMUOR SHALL NGMF ME EN4IXEFA IMMEMARLY IF MERE IS A DISCREPANCY BETWEEN ME GRADIENT IN ME FIELD VERSUS THE DELD GRAMEM. L MAINA ANDMN WEMENRSNAILBEPNONDEDMUODUED. DRAINAGEAND Vi1LRY EASEMENTS WILL RE PPONDFD OVER ALL PVMIC UDLTES AND UP TO ME HIGH WARP IEYEl OF ALL PONDS. KEY NOTES A. BUILDING, STOPS, STAIRS- SEE APCHREMBAL PlM2. B. 151 1OA.1 LLRB AND GUTTER, G MATD ERISTING I WNCAER CURB ANDGUTRR 0 TRANSFORMER PAD E CONCIIETE SIDEWALK- SEE M(XIRCTVPAL PLANS. F. Z'CUNB OUT G. RELAININGWALL SEEMCHIRCTURALPLANS. H. ARESSIBLE RAMP, I. ACCFSNBLF PARKING SIGH. 1, STOP SIGN K. PIPE BceuRD (T NORTH D 30 60 SCALE IN FEET fra 1400D 23M M K She 140 R) RE^ OYMMeN 55117 M III D9MMAW YOYIIII WW&MkaIVII Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN CALPIN COURT Certification MCLya FA,"R l NUE` FP 'aceH.— ,epen .ss Pmne6 p me w •Nee , Ne— su�wun Ptl Wt I am a.1, IlcereM Palettlultl ENEMUM utiv He lRMA d Me5u¢ Re Ramenh JRFeE F. JOnee N,WWMI No. 46630 peFE 01/31/3010 NReAFAR..axLw AN �n+Peeeav pen enq brvNNNeyen repmnMFP41x 1 arynrMe. MNelhe. Summary cen¢neeue [,-M:EI 4pDEved" BaoN/PA':OLDER Pbau:'LE IrtAL Inhbl Issue: oyeVmM Revision History NO. Date By Submittal/ReyiRaGn Sheet Title SITE PLAN Sheet No. Revision C3.01 Project No. HOU19929 >CANNED \ �b PROPOSED BUILDING_- 36,240 S.F. - FFE=964.0 ITT - --- vv �� o OR, 9BC.D • \ ` � % � as � N• , v Y AD a \' , } \ 3.R5 - 33 51 \ T itwas T. MT FISSION` • I qB} \ %,_} D;N 1, \ Ate` NO 9M41 96 A} a \ a MD T Air SEA I �r 1 GRADING NOTES MS WDCDNTWu METOFINISHEDSURIAMElf ATvw.sroTfUvnTNNNsuoxG mows. NRe DExaTE ."ED. "ED M WI ALL OTHERAR VIFWPAVE MENTGMmEHF MO LTER IN'CT'GIIrtEROM WHERE WALFR OMIXSAWAY iROM TIRO. ALL DITHER RPGSSxALL BE COXSTRU(iEDAS'4LIrtM IRA CURB. C ALL GRADIENT ON SIDEWALKS ALOX41.1 AEA IGHT GRALL HAVE A MINIMUM LONGITUDINAL SLOB OF sv11 WI. PACIFIC AT ADA r..X.-I sruLMACIfSI."SSL LLBE IIN2M%lIIUI FTx OP REVIEW AND BOBBY THE GMOEW IN THE HEN ALONG ME AGA ROUTES PRIOR TO PLACING CONCRETE OR BnUMINOUS. THE F(�LpT VMS EST: His [ THIS, A D TRI OEIEETNjTGIXfER IMMEDUTEt. N TxfRE 5AD15[REPnX[Y XLTMEN mE GRABEN} w1NE 1'T HE SUBIC RF All N0HM p NY 1.1ATN LA OSxOWX ON TO E SE PNT R RLNBIIY MA V LEVEL O THIS OUALT LENT SAM CHILE RM MIT D AT OIL NE L mG TG THE GORE OS OF 1. E ARTS IDLED OTANIBURNHM( I THE COLLECTOR AND MNUT OF MGnNG wOSURM[E UnOn DATA THE ND.OR SVKDMXMOR FRANC DETERMINE THE TOO LOCATION US ALL EUSTwG UPLICES MFq COMMENCING Rk BY NNIACTING THE NOTOCALU N CENTER ISOMER STATE ONE FOR MINNESOTA M aiti ILEe). THE CONTRACTOR AND/OR SOKONT oC AGREES TO BE FULLY RESPONSIBLE CON MY AND ALL AWGES WORST WaRTBEOCCASIONED BY HIS OR HEX FAIL LOO 10 EXACTLY LG AND PREYRVE ANY AND AT MOPES IVxDEXGROUND MD OVf ARCAM ITSHALLOr THE RESPoILFON'D'MM PLAINS THE F 1HEC T11BX TO ALLOCATE ALL EXISTING "I'll W MARCHCONIUR Pit. THE OPOSED ESxNLENRTAXCROWNE ALL MECAUTIONS XECES TOAVOO PROPERTY DAMAGE TO ADJACENT MOPEHIES WMW THE CBNS1X MM 501 CON III IMI CONTRACTOR As L BE CFLO SOLELY RESP .. CAN 4W OAAMCES TO TXE ADUCFM MWEPIES IXMRMNG WGNG THE COx51RUOIW Pw5E50 THEY PROJECT O COna"Cond wAC[ORdM[F WOx GENE WCVAC[EPTFO [ONS:RV[nON PRMTKFI.CNE OUP.FTELYRFSPp EWRCMDn 4Sg THEWE,IXCLUNNGWEM1UN RSONSALDPRM�RTYDYINGnMBRMAXCLOFTHEWOK TH6KQUREMEWWLLA yCBNTMU MD NOT BE UWTED TO WRMMw KR HOURS. THE WTY O THE EN41NFEROP THE DNESMRTOCDDK CONSRVRpN REVIEW O THE COXTMRMS RRf ORMNC15 xOTINhXOED TO INCLUDE REVIEW OF THE ROOU.NY Of MFCONIMC1gRS 5METMfMVRE5IX. ON OPNfPR ME [OXSTPUCnON SOF THECONTMOORSNALLCBMPLETET4ESITEGMOINGNNS UUV INRCCORDANCEWNx MEMWIMMENISOE TH O IftR 5 BENGINEMALL NOR TESTING WALL BE COMR PUO OWNERS BYTNE SOILS ENOMEE0.. xF CWMROR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED MOIL 70S AND lNI TONS WON TIRE SOI3 MWEIN A GEBTECIRNIW ENGINEERING 501U REPORT HM BEEN COMPLETED OF O at DERRMwM AO%FBS: MIER THCCxIMCIORSxALLCBTMN x [OM1OIxE Wills RffMl. x.lxf [BNIMCIOHSP4L(BMNRE OwMFxxG M REW1MD10[WREIF Txf SITE C#.fOWG[dTNHKIpF L ML Wro MENTOTHEAGGRENTEMSE ATEA ROT WILL BE REDDMED ON THESCASUINGINCILL C KE CE All SUBGiuCE SOIL DISTURBED DURING THECOXSTRUC110X THAT HAVE BECOME UNSUITABLE AND WILL 407 RI EE ER ROLL REMOVE VNSUUMIE STIR FROM ME51TEAND FSPOPI5VRASE STIR AT NO ADDITIONAL COST TO TH IS THE CONTRACTOR. SHALL BE RESW MONLf FOR PNOVmwG MIR MAINTAINING VEHICULAR AMC PEDESTRIAN TRAFFIC FMENTOFTWFICWHERENfCES TMFEKC'NTRMOVKESSMLLCONFORMTOAPLPN TEMINNF'AIA M PAmMENT W TMNSPortxnON STAxpupS L THE TREES AND OTHER MD/DR ADJACENT To THE PROJECT ME OF HIME ISONCERN TO THE vroEUTW'� MEHWILL BE REoSUuED TO MDTEETTRE TREES WHICH ME TORE SAVED sARL THAT E00FMFNT ISNOTNEEOESSMOPfNIED UNDER NWOY TBEESANO SMALL ONICSE F AIROME OM TREES. SHOULD My PORTION OF ME TNCE BUNCHES REOUMEBEM"+µ 10 PERMIT IN OTHE CONTRACTORS (QAFNxE NGHE5HLONTAONNTHE ERVICI A WOESURVALTNIE TRIMMING SERVICE O T T OPERATIONS RESULT IN THE BREAKING OF ANY LAMBS, THE BBgEN LIM05SxOULOBE REMOVED IMMCBP EEY ANTI CUTOGUALL EPROPERTY O WITHOUT AVTHMWTION BY THE DAMAGE HE ENGINEER CO 5FMTBIMMRV NG$EICEV55NµIBECONS.i IREDMOTHE TREE NO TREES SHALL BE ED DENT TOTHE GRANDING CONSCRIPTION AND NO SPECIAL PAYMENT ABLIFFIR WILL DON 11 SHE THE ON THE SHE MSPwTIEEXCESS TE CBF NSEO FMIBMMFXIF EANAS.dRNOEOMIILDINO PAOi4BOAOwAR NOPAVIxG MEA3 ME COMMCIMSM WS COMW,WnMTE F610BEFTNBU5H(D,TOADETH O 41CRES RFSPAEAO 0.E4 WWOWWVIRNOEDENTTHE ENoGEDBr 1MOWNIOMTT[OMMCIOP MNr cSOMFAL TREEE BOR0.0N- FSAVAIKNINMNCOMKUEDIN ENGINEER IN MOERTOOB1Am AT tOW MMENIµ TR omVAIgX Sxµ1 pE [ONMEIEOIM GREESy LRRFAS.TMWEMRROw COED1 AgxWJDFBf COMPLFIEO .wnHw THE PATH ENGINEER M _ HE MC U. �HF OM SURNE Or I MORRM UWO TO I IDIOT VBMx I1Bl1EDOWMV ANDD OMU .W FROM THE FINTHED SURCOMMENUA FACE GRIMDEfl ATON. FINE TREx GVATIBN SHILL MILL. TO THE..OP D O NISNED GRAM EIEVA .MOs UeF COED UM MWIMMENR OF THE WANT COAPMMIN METNODAS dnONED IN MN/WI sal IGIWM1 2 IRS DID, AT URNMED ANT PLACED ALONG IHE RRIMEIER OF THE TRENCH BORROW MARCwx ERE THE MORESMALL S GCEED2 FOOT HBR¢CNT4 TO 1 EWI VERTICAL 01). MY" FD GW N G 5WS BE COMPSETED. TO F COV UM MULL UMF OW Ev G0.AO MEAS ALL I I A LIM75ON vN muIN OWNAHEAS TOM Ux[£SnUSIx L-NIP wUVO5 M.1 BETWFENWPOVEY.1E f1EVATdI.11 .,O fC10EM5 F N TOCx ROADAW US GWNMS.M FD SHILL M PRO TOLLED FROM S WB ENT CWTRUC1pM1WEMTpNs,T STEMS XEPLMN.ALL MW THAT xAVEM(MF AVrtED Br R IE CAR 11 do Ed BY MMOBFLOW MFCORM(14RAOE WMEM O5IUREOPTxFCOMMCTORS x W.MBFS EDTOEW4MR ERNMORL CMDO l NORIOTHEREWIREMEWSOF THE 6 LgfRAMffs 1, TIT RESIDENTIAL SVIOIX45 UDf FINISHED MAURIE ELEVATION SMALL NOT VRM BI MORE THAV Did OUGHT ABWF,ORO.WFCOTBELOW, THE PRESCBIGHTILEVAPDX AT ANY POINT WHERE MEASUREMENT IS MADE. }. MECOMMERCKLBUILDINGSU$GMMFINSNEDWRMCEELEVATIONEMMLM1VMVBVMdEtt GWFD]T AMVF, ORO.000ST BELOW, THE PRESCRIBED FLEWIMATRM' POUT WHERE MFMVNEMENI S MADE. ESTREETORPMRwGMMSVOGRAMFIN15xEMRFMFELfVAnox SHN NOTVMYPMORETMNOM FOOT ABUSE UPS LDFOOL BELDN, THE PRESCRIBED BIPARTISAN OF 0.'M1POUNT WHERE MEAWREMENT SMAM. A MMSWHKNWTORf NETOP L5x LMGPADEOTOW1 IND.WFWTMOVEORULOWTHERCDORfD N nO UNLESS DIMCTEDOTHERWISE BY THE ENGINEER s. TOPOILY MGMDEDTOPLV50RMINI WINNOTHESPIa111 T-K.E35. HE MOOR SMALL RWS ALLEXC� 5Ot MATE RIµ OFF1 EN6r5C��LRED IF ESIIFTOANMMSELEREDPTHECDMTSRACITOKOORIMP S rtRNE MaTF RWIOTXFSITF 5. SITE THE NMXDINGCCXSTROCTALACHOR SMALL OIOHMOS AETERMINE LLLOCATION INDICATE""IANY ROADSLON EROSION NDMAY SEDIMENTC�t0 -GTE COMPLETE MF CONTRACTOR SHALL COMPLY WITH THE REOUMFMEXTS OF THE GOVERNING AUTHORITY OF EACH ROa V. THE CON MOOR AISRAEL OFERCHH1EC,LVT,MDCOMPY WITH ALLCONDUIONS WHICH ARE REOVIRED BY EACH GwPIA(FO W.TXIX TxE BVM1OxG PADMFAS Wµt BF IN COuiORMM<F WITH xUORMAPRIXE W NFSMODATR ver" mG V IF THE TMOOR ExC.NlF MY pWX THEW Be INE YnoHE SHALL THE WµL NONE MFENf 1. NOTN TXE LOUnONSIRNVE , . INVERT MD IF THE CAR ONE a MOOR M N THE SNALI BE MC6BIED WOHON RMFW. ODUSLOx MV—n . IF. THE PROER EWINEE0. RCIM µUSI NOULY COxE1NV O OWNER WALE MATERIAL THE CIXrtP M5NRLL WMXI TO THE V ENGINEER AND w MOL AUMMm CERFFIED ENGINEERING OMwINGS.OESKN Vi TM' MO val BONN61 IN' CERTPM ENGINEER FOR THE MAIMING MOULD) Mili MW10EC STRVCEpNIXSERVA ...I OF ME ASTMNING < LM WNNI,I'MFV RP4 SnNNon[OFIINE'Lls�sAEulgx OF THE w WSIWMCONSTR DIN LEGEND PROPOSED ExsnNG PROPERTY LIMIT — — — CURB 6GUTTER --- STORM SEWER M� BUILDING RETAINING WALL WFf ND OMITS —tom TREEUNE SPoT B.AnON 96R2'5 %}S CONTOUR RR OVERFLOW STEP. EM S SOIL BORINGS 903.5 ( t NORTH 0 30 60 SCALE IN FEET f ra 11890 2BA /BH N. Sb 140 Rflllq.l YIYIB4D® 51.41 V69 {16.8010 [IB�OC i2R�{26.avz 1dVNY1+B wWNmha.c0m Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MGALPN IN COURT Certification TeHVM ap—M 01 AYMWHAST WYm'S. a ^EiM ENGINEER unde,1.Im .1 MnGAAY, [M1emu Jared F. Jones xe. 46630 DMA 01/31/2014 "InFLA^aa MN Nlwe.nryanrn MFRe, lnc , YK Summary De,,O6:Ne DFawn:DT MDrmed: is BON / POI %XM Phase, suBMrrtAt mmau EASH, 01}3YmLA, Revision History No, Date By SuborsI Revision Sheet Title GRADING PLAN Sheet No. Revision C4.01 Project No. HOU19929 SCANNEC R IE=9539]IX)(E) 1 I r { a• x , 1 t 1\ 1 T \ 1 \ %k s y IL�9R. % n Da IeF•ay.n \ _ Lei_\ IS V Eve ._ � a\\..'� \ J " f Lc-e. sn � \ � __?`—c��v ► E�9Si ]A(R) LE-+ssDen / k1P1� LEGEND PBDPMFD EK6TING J WnTER BOB STORM RXIMSfWFR GRAMME —•• —»•— •••—•••— Gi WMOM— i f / SHIP RUP EM WFIFV ONMA1NOE SJOKIN „a 4N MLTDIKE---ID--��� r uMnSOiwSTURBANCE R7• K7• $DILBORIXGS eST-9 8PA-10 wMCTIOX OF OVERLANDFLOW TEMPORARY gVERSgN _y_ _ ! wra _ DAM n MCHICA UM, DRAINAGE wbBASIN N INN-ROU, %s RN.,`ROEECNORDEWCES ®P-I ZO IMFT PROTLRIOX OEVKFI ®P-] TEMPoMRYSTONE $J 1111 ENTRANCE TEMPoRMYSEpMENTB451X *SB M TEMPORYSTOMGEANDPARgXGARFA MEASURES MnUM RED, MULYSTABILWPON (SEEO.MULCN.1Mn CRB1 M CUTONEDINTHESWPPP) SEQUENCE Of CONSTRUCTION =$ _ PHASE 1: 1. INSTALL STABILIZED CONSTRUCTION EMPANRS ®SAW 01.N6RI Z. PREPARE TEMPoRARY PARKING AND STORAGE AREA LE�9NSRTNE.j 3. CONSTRUCT TIE SILT FENCES ON THE SXTE, CONSTRUCT THE SES SEDIMENTMAPBRAINS 5. THE 5. HAITALLACTNINFS AND CONTACT iHf CIVIL ENGINEERING CONSUITAMTO PERFORM AND CONTACT OF BMPs. ENE SHALL SCHEDULE AND CONDUCT STORM WATER J 1� PRE�CDINSPECTION ARUCTON MEETINGIONSTH FNGINEE0. AND ALL GROUND DISTURBING CONTRACTORS WITH ENGINEER REPORT WITH CONSTRUCTION, 1 B. 'CAR AND GRUB THE SRF. AND GND BEGIN ME SRE ]. BEGIN DIVIDECONSTRUCTION 1 I 1 & STARTCDNSIROCTXIN Of BUILDING PAD AND STRUCTURES NOTE TO CONTRACTOR THE EROSION CONTROL PIAN SHEETS ALOXG WTLNTIE RM DF THE SWPPP MUST SE KEPT OMM UMIL THE"` OE TERMINATION 15 EILED WITH ME MPCA, TINE CONTRACTOR MUST UPoMETHE SWPPP. INCLUDING THE EROSION CONTROL PLAN SHEER0.5 NECESSRI INCLUDE ADDMONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMR DESIGNEDTOCORRECT PROBLEMS IOENDRIED. AFTER HUNG ME WTI..1TERMINATION, THE SWPPP, INCLUDING ME EROSION CONIPOLILARIKETS,ANDALL REVISIONS TOIT MUST BE SHBMRRD TO ME OWNER TO BE KEPT ON HUE IN ACCORDANCE WITH ME RECORD RETENTION REQUIREMENTS DESCRIBED IN ME SWEEP NARMTNE. �Cnll CD^ClnN / CrnIUFNTATEnRI fnAITAni nDFRATInN TIMF CfHFnIII F l�l�lml��I®I®It;ml�l0l�l�l�It�Im1F�l�l® nLn E: wxlrwu un LBR MrncXEu wm II»u MN raa..Mwr.� r c rnM,r_ ..r rn r.r.r„ �....rr..naa..... �r.r,.».... (T NORTH D 30 0 new SCALE IN FEET &infra Opm* ngfy IIi111aIY�eW SING 20M we N. SW 140 RfMU6L 111itnBsNe 55447 P6314M.MO BTMpIWI! 9631476.858E m®YNB wwmlla,Dom Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CCHANHASSEN, N GALPIN COURT Certification nnety ¢rtiry nn nrpan� rmw ..perr wspwnarymew wren mYB�rXn m a a.N Rw�e pelnvanale XGl NEERa�nYr Xrc Inn p Nw Ra» laved F. Sons Ra Hm It o-No.46610 H-01/31/2014 I aHP,c PNmo.nn, Mx olli<e. nrryuntar Mru,lrc., Summary D,tv,x'd P pawn:D Approved.:' P cF/PoBe.. Ph Inmal l—.:.0VAM Revision History No.Date By Submittal/Revision Sheet Title EROSION CONTROL PLAN - PHASE 1 Sheet No. Revision C5.01 Project No. HOU19929 60 I I ) A LEGEND MOPosED EKE^TUG CURB\GUTTER 1� �1� STEP. SEWfR �H C IF DOVERIF—•••—•••— — • • — 5" EORIOUR —.I— R"Rep OKCRANNEV, 41" 9U15 SR11ENCE---3�--5E- OLTDIKE -__BD---SD- UMITS OF DISTURBANCE /, SOIL BORINGS ST-G A-1- DIRECTIONOF OVERuxDELOW TEMPOMRYDIVERSIOR —yam ONE, aER DAM LRARS OF pWRAGE Ar wsBAslx Bp.Rgl J INLET NIOTECTION DEVICE E (71 INLET PROTECTION DEVICE E ORE-D TEMPORARYSTONF EM y.+ CONSTRVCTION ENTMN(E - CT� TEMPORARY SEDIMENT BASIN ,Tp 10 TEMPOMRYSTONAGEANDMISINGAREA T` TEMPORARY STAB) LRATION MF/SURES )SEED, ABDUL. MATS ORB..RERAS $M OURIxED IN THE SWEET) SEQUENCE OF CONSTRUCTION PHASE H: I. TEMPORARILY SEED DENUDEDARFAS 3. INSTALL UFIL ETES, UNIMDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTSET STRIICIUNfS. 0. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SLEE FOR PAVING. 6. PAVE SITE. I T INSTALL INLET PROTECTION DEVICES 8. COMPUTEGMDUKE AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALLTEMPORARY EROSION AND SEDIMENT CONTROLDEVICFS(ONLY IF WEIS STABILIZED), IF REQUIRED BY THE CONTRACT 1 1 NOTE TO CONTRACTOR THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE CUT ONSnE UNTIL THE NOTICE DETERMINATION IS FILED WITH THEM" THE CONTRACTOR MUST UPDATE THE CAERE, INCLUDWGTHEEROSONCDETRIXP4N$XEfTs AS NECESSARYiO INCLUDE ADDIipNAI REQUMfmFHT$, SUCHASADDn10F MMONMEDBMMDESIGNEDTOCORRERPROBLEMSIDENIIPED.AFTERFIUNGTHE ROTICE OF TERMINATION. THE SO PER. INRUDIHGTHE EROSION CONTROL PIN SNUFFS, AND ALL REVNpxS TO MMUST BE SUBMITTED TO THE DANEk TO BE KEPT ON FILE IN ACCORDANR WITH THE RfCMD RFTENTpN REQUIREM ENTS DESCNBED IN THE VVWP W.RMTVE. —snR FRnC1nN / SFnIMFNTATION CONTROL OPERATION TIME SCHEDULE NU I t: CON INAUI UK UK VcnEGONE C.I.R. INnu UK fra ./elY7>•EBhMaMBxY�� 1/800 20 1191L SR 140 PBaREA 1BN110R 55447 V631476.E010 BIIBPR 0831176,R5S2 hN11111 Rwwm6atan Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Certification IIe.eW re rol, m„N...,PeoRo,� �,�,._ e,ama•.4e,_ aIENGINEER Im�, NMe a;M;.mwN Jared F. Jones Re{kV aBOn No. 46610 Date : 01/31/2014 PL,n H. I IIN aC. nHH,I as sees, I—, ll Summary D C,,F :IB Dn— ELSE API it Book /Page:Koss, Revision History NO, Date By Submittal/Revision Sheet Title EROSION CONTROL PLAN - PHASE 2 Sheet No. Revision C5.02 Project No. HOU19929 EROSION BE SEDIMENTATION CONTROL NOTES BE DETAILS / SITE MAP SITE LOCATION MAP NOT TO SEI MAV rEC.1WAI �O uUM NOEawE a.:1 O O LDN NOTE'. AERO[RENAAL.1 µ1F.HUSTALED 1. '-1 IT. SHE ARE SEE WERE THIS A. FF.MATT, NUM AFFECTEDIFOLLOWING EKN IN, NCR IN., ., M' ARMttTOP DERIVES CN NEW GMVFL M REMwALAND ATOP WNI OF THE GRAVELED TO KEEP INS ENIM,ME LATE 1. I.E.CE. D. CROCK ENTRANCE DRIVE NOT To XgIE USGS MAP NOT TO GEOTFXME WI.. (I �NCrtILL6'N6' SILT FENCE NOT TO SCAT£ ISOMETRIC VIEW IN-PIACE ELEVATION VIEW SPECIFICATIONS AND STAN DARDS IF FOR DFW°EL 1. YANTLAILKLEV .RBIF A.E WEIGHT 1. NEAR Bi nME MACY FACTOR a:I wAiEN nOw MRImnWGM wFYESI[RFRIYRI CISP PXEAD IAACrs! ISMAD —..DI OhKIOE.1 1.113 CPS 0 IT HEAD rn5 CS R, I HEAD BROAD DRAIN INLET PROTECTION TOP SLAB MODEL (IP-3) NOT TO SEDATE SLUDGE .1 THE CONCRETE r;EwII.N.,BMETR :aMP.CrEOFMawRPrtnT `'.rwx DR As KMEµµLliy,l xEWINEx Wm ASE N� �SmER Cq[REiE I CONCRETE ..I AN. N ALI BE WITµLEO PRIOR 10 KEY CCNCEPUT NMFMENF CREATE 2 IN RUE WASHOUT PLEA SNML BE UNNMm MINIMUM 10MB DATE ELASTIC 3. VEHICLE TRACK I NE CO xrRd 13 REM NET IF ACC FEE TO CONCRETE IN A W1 AREAL 0a PAVEMENT. A AIND GN'DESCENT FAISHALL HE CMECE33ARY TOCEARLYED AT THE I OLIMOECAIEAACE LAOCATION OF THEE WASHOUT AREA CONCRETE w[CONCRETEwDUr AVER 10 OPERATORS OF CONCRETE TRUCKS AND PUMP NOS. S. THE EESHALL a' BLAMED AND AS SSARY TO MµnuxABLENCELENCAD•ODY USA FAILED CONCREIEo[OOP[IFANEO OUT AT THE END OF wnRUCL , ALL THAT. I E VALE BE RFMOVEO EROM m I SHE AND PLATEAU CHEAN E EpWAnE SITE I III RESHUFFLE X PLEA SHALL. MVLgiS OP OPHx VEIY nAW USED IN A MANNER FEEL PR0 A IN CHER CONCRETE WASHOUT AREA NE HALE ME.IEL01 MAD CLEAN µMATTE K AUCRULTy BROAD DRAIN INLET PROTECTION (IP-2) NOT To SCALE GENERAL EROSION NOTES: 1 WnRIIRHOn wuE<oMnr wHrxw APnTANEcaTIEw xGcadswo KFaMADIForOSWE. w«ENEA<axnTL E.5T5 K1WEEN L«MrvR sdnow sTwDAw sw,rHuroxs END MRA srwDAVO sPEa r GTIOTB. THE RFDRE smwGExl svE,FNAIrox MAL PLwY. L THE coxrNCloR551E rrulr G1.1. THAT ME VOCAD S wDrOR ULTIMATELY OF Enn NG Ur sr ES AS SEND ARE BARED ON RECORDS Or THE vuNWs NTLm coMPAx EswO wxGE INSIST, musuREMENDs IRKEN x ME HOLD THIS suesuRFAR DELETE xronwDDouszxaw� Dn THEE LANE A umm RA xrn.--ERE Nr. TG THE r. NF ELM DE CIAMF RaDI FI STANDARD GLDELNES POP THE THLLECTON AND CONTRACTOR 10 RELOCATE ALL EXISTED MILES WHICH�LRELECT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAINS THE MATTI HERALLUTILITHES SLAILL BE OBTAINED By THE CONTRACTOR V CALLING MHI GONER STATE ONE CALL AT FUNDED ION OR ISIASCUPPRO 1 -1 SILLY INDENT .1 REVES D WHEN THE NEGRI OF THE EXISTING ELECTIONS ISE MEETING COMMOVESS .. ON THIS PLAIN ARE CLUBW UPON A THORTURCURFULAR SUISSE PREPARED AS REM BATED 01 31TECA A CONTRACTOR DUS5 ARM ACCEPT ACTING THOSPICASERAVELTY AD STORM ON THE PUNS WITHOUT EXCEPTION THEY SHALL HAVE GRACE AT THEIR FRUITS. A TORMENTER SURESSEY BY A ��RED MAY SURNEYOR AND SUBMIT 7 TO THE OWNER FOR REENTERE ELSE RETAIL. SURVEY SHIFTS 4 THE GENERAL CONTRACTION SEOUL TAKE ALI MULTIPLE NECESSARY TO AVERESEL "GREECE �E TO EMBLEM PROPUSETTES DURING FINE I. . OF FILE PROJECT TELL CERSEVELASKETTER WELL BE HELD SMELT REVERCESSELI FIX ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DLIMG THE DOWEETURCHOW FEWER OF TRIS PRESS ISEL I LINE ���ATER EVOLUTION HGOIDENTAOSEL RUN Da PIPE 15 COMPLETE, OF THES DRAWING INDUCER & SEDIMENTATION DEFICIENCY PLANYTHESO ALI THRE STANDARD RELAYS, EVER PHAN �M� AND HIS AMENDSTS, AUTO THE PERM" NO AHL SWEVOLUNINT ISSUES NO I MOMENT I THIS CONTRACT. 1.1 UP ILTOPTINSIBUT '.a ITERILETIED A ITHRUSETTRED THE AFFICATION FOR THE MESA SEVERAL ���7ER PERMIT FOR CONSTRICTION ALLETHEYETY ALL CHENTRAYING AND SUBCONTRACTORS RI WITH STORM WALLIS PETITION OVENCIETHERY 1-11 THILL AIN A CURVE OF 1.1 EVEN? AND IIE IIXIE OF PAREMPLECTIA NATIONAL HOULTERAT HECTARES ELIMINATION SYSTEM GENERAL PERMIT INESTESPERM) AND BECOME FAMILIAR WITH THEIR CHATTELS THE PAPER AND SM OTH IN HULD DOCUMENTS MUST BE FEET AT THE SELL DURING CONSTRUTTICESS I CONTRACTOR SHALL IMPLEMENT BEEF MANAGEMENT PRACTICES (I AT CHERI THE SISTER & PERMITS THE CONTRACTION MALL OVERSEE THE INSPETTKNA & MAINTENANCE 0 1 AM I BLVD EROSION PREVENTION FROM BEGINEUREM CONSTRUCTION AND DATE CONSTRUCTION IS COMPTIETED, 15 APPROVED BY ALI AUTHORITIES THE INLET OF US NATION NI BEEN FILM WITH DERE MESA By EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT ADDITIONAL SEES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ACEIGHFULCAL COST TO OWNER THROUGHOUT ALL PLACES OF CONSTRUCTION 9 SRI AND CONFLICTS SHALL C�F� 10 Fl�� SOVIET, LEE LOPEALL REQUIREMENTS OR MANUEL Of MOTHER, ART � C�M SHALL IMPLEMENT CONTROLS AR DIRECTED AT IMPOSING ANDRES OR (ANSI I. GO FOURN ABLET I LIKELY DE ON CATE AD, VATE RATE ED, ASCII 1. ANY UAMAACUWA ACE BEET, I .1�'. STATHE IF SION, USE I U.". VKHATHUM YET WELL WE �WMNE 0 OR GTE AT OFF THENES 11. CONTRACT OR UHV- Mi�M � TO THE �UM EXTENT ON AS RJECRABLE V V 7 HE M N I FALL PERMIT TH I WON USES OF THE ILEARAN G OMITS SO CAR OR THE HE PUNS SHALL RUE CLEARLY DEUMAJCD IF G WEEK PLAD, HAITI SHOW VALE HURT, ETC I ON THE DEVELOPMENT SHE BEFORE WORK RE61NS GROUND GUARDED PETRILLO MUST GOT OCCUR SCHEME THE UMM OF WUR�E :1 GINEXUALL 'UNDERSTOOD SENSE DIFACTE ON THAN FEE ��" SURPERNI AND STORAGE AREA WHICH SHALL ALMED BE USED A� TNT EQUIPMERET ��l—Cl AND USEVERES .1 EMPLOYEE PARKING AREA AMID AREA FOR LOSCOVIDEPS FREDDIE FACHUSIES, OFFICE TRATHESS, AND TOILET FACILITIES, 3 RUE WAVE WATER CONSECIEFF TRUCKS, VEHICLE UJAPING, UUMPRIENT CORNING I I MUST BE LABELED TO A DEFINED ABU ON THE SITE AND I BE CONTAINED AND H. ALLUSECTINAND HUNG WASTES G I WEEKS I D HE CONCRETE WASHOUT WE MATURE MUST BE COMPARED IN A LEAR PROOF LOAD ADIUME A I F ACHULTY OR IMPERMEABLE L IN E R A CONYWATED GUY LINER THAT CUTS NOT ALLOW WASHOUT UUADX TO ENTER GROUND WATER I$ TURBULENT AN AREPSTEMEATER LINER THE LOCH N. GOOD WASTES FACES HOT CONENTERECTE FINE GROUND. AND THERCE MUST NOT BE FORGET f� FINE CONCRETE WASHOUT W�PONS ON AREAS DOUG AND SOLID WASTE BEHFULDESSELLEXPECOF PIRELLI FROM I..CF WITH MISCA REGULATIONS A BEEN MOST N �D OWNER HE TO EACH WARREFFEELL I FAIL BILLY TO INFORM I CAP I E EWIMCNT �MTO� US 'U'E�B_ Ge EXPLE EXPLEARE �� W�� AND I LOTATERCHN REFER SHALL HE �WMNED THE ME OR REACHILY VEN LANE TO CONTAIN BLVD TO OUT UP I LEE OR EXTENSION SAW ANN THERESS 26 DEVER ON THE VC � BE MW�D HERE USE OF EFECTUR ONS MY D OTHER PUNCTUAL BASE D UP TOM t FROUL C OR DUST SU�N DEVELOPERS � �l.�M 17 SOLID WASTE (FOLLOWED SHOT MENT, REVERTYPT IS COSERELEEP I M I LL BIRDS f LOSE TEPHE TE I PARK I HITACHI LANE CONITUR UCTION & HE OTHER WAIT IF MUST HE D UNCE D OF PROPERTY IS MOST COMPLY WEETTLET CIPLA ESPOUSAL RED UPAS E ME STS A HALUXURDELL 5 MAIL I OIL, GAVUL INE. EASE A A. I I PJARDLYST I IJ .1 RACE I HIT HE PROPERTY ITCHROT ... I H.E. ICTIVICARSE I (ANTAIN NIGHT, I. THERILIT INUS IT EY I OR OTHER CHE MEET REST FLUID AC CUS 10 ST WAS E ARE FEE MUST BE PROUD ED TO PREEDS HE VANDALISM STORAGE 4 HOPECESAL OF H�M� NESTLE MUST BE IN 19 � STORM WATER POLLUTION PRIFEENTHEN FALEACHUNG PRONTUT ON THIS RUN, AND IN THE WHEN, SHALL BE FULTATED AS WON AS PERACTICAUSE AND PRECE TO SOL LNUMPARIG ACTIVITIES TRAWL AS WMWND �N� OF THE SITE WHERE CONSTRUCTION REFER— HURT CORSI SHALL AT �M�NLY WOOED WITHIN 14 DAYS OF TRACTIONETY OCCUR PERM Re IN MCOR�E�" MEDICAID SEED MIXTURE NUMBER GO OR I I DIAMOND ON THE EXCESEEN OF PUJUN" ELSE MI SPECELCATION SAMEN ZSHE�H MOVING ALI AND AWUEA. LATE MAU. CONFORM TO ANDLETEST SPECIFFEATUREN VICTIM LES 3 TEMPORARY MOUNT SEOUL BE APPLIED IN ACCORDANCE NOTHER �/WT SPECIFICATION BEHALF 2SYC SET APPI 21 D��D �S OF THE ME WHERE CONSTRUCTION BUILD HAD KA�E�Y STOPPED SHALL HE KR�fNILY STMENLIED THESE ALI SHALL HE STAROURED IN �C�NCE NALTH THE TIME TABLE LOCATED ABOVE REFER TOTHE GREAULDHATE PLAN �IOR LANDECTURE FRAINUARVOLUSTESSE COVER UYADAXXUWUAW`U WATER GREATLY MANAGEMENT PARTIES SEDIMENT MOST Be SHERLOGET TO EXII I IF. ANING FUELED GANDEFTO THE HATEACCOSSEMBECII, OR SYNALWAGEASSO USEREAREGING OFF -SITE OR TO SURFACE A XCLESS THE CLEMOUT OF PERMANENT RATIVIC MUST BE SOLFLUENITO RETURN THE FROURN TO SURVEY CAPACITY 23 ON ME & OFF SITE ARL OCTANE AND BORROW AREAS SHALL SEE PAO ECTED NOW ENOUGH AND SEDMNIAT10N THROUGH IMPLEMENTATION OF EXPERTS STOCKPILE AND BORROW ABU L=OLN SHALL BE NOTED ON THE VIE MAP AND PERT M17ED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS 24 IEM�� PLANT STIVI MUST HART SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE REUTERS, INCLUDING SUCHUMESCRATER ?A � NOT FEE LEFT IN A RUMORED HOVERTER DURING TELL MIXING PHASE TO REDUCE IMPORT BLVD HFUNFOR 2A CALLENE COURT PROOF ORANGE$ DUMG FINE �ELD�W OF THE �0. ME CONSERVATIVE SMALL WE POSSIBILITIES FOR ENCRESTING THE MOMENT CONTROL MEASURES SULT MAINTENANCE NOTES: ALL MUTED US STATED ON THIS LESION AND EXPENSES COXmOL VAN END IN mF SrOPM WATER POIIUnOx PPFVEx11Dx PUN Snau BE MAlxluxFD IRA 4uLY To IDEAL OUI.O fOPA[DMPLEIEO PxASF OF WOPR OPHW151RBRWNON OE AE SLR THE OE5lGx IED CONTAR PERSON MOTEL ox MI5 PLw MUn WY NSHRIxF CDNs1MTRgN M wF ERNE FVFW SFVFMMYs WM4K1M [CNSrRUC1gNMID WRxM E. xOu0.5ARERA WxfRLL FVFNr GRGTGAw Cs IWnEE W 3. MCMS. NLEILOSKKL wDYDe.NNTRECM CM1M NFASURSYWI.CLbW DwDRFBN.D W K[MNMFwRx1M L WTGW Wb. L AM SET FEN[ESEM IN MPRE AREMCED, M SUPPLEMENRD WHEN THA0K014 N01(IIMCIKNRL OIL THE SHIPMENT REKHFV TO OF THE BEIWrt OF AF FORCE. YMWY THESE RFPM6. E WOE.. I. LNxIR OF DI 1 W. M AS. ASKS WCpMigM WTIM' MCOM, ND IEMVMM AND PFANX[MYdM1llAilONlWN5 MOST. CW1 AND AESWME XLE WWFN TEE OWN U 5F01MF X1 CWECTED IN-1—REACHES LEE ENE SCONCE VIXW U. WL MR, XV µMA R HWWU, D... R NODb R G6EPhRv.ON BE REFER AS HELD... HOM wTOW M131S IYE PAR N. O. OF THE C.E. PERMT WILDING DRUNAGF CREDITS END CpLvrYAALL SYSTEMS MUST BE IXSRRFD 11 EVIDENCE CA SEDIMENT I DEPOSITED BE MILLIONS WE F,AS END SEDIMENT DEPOSITED Ix BUREAU WAIT., VOLUMES DNAWAGF WAv5, EMIR y5.Bl, END OTHER DRAINAGE SYSTEMS AND WHERE SHOMENT RFMDVM RESULTS IN IMPOSED USE THE PFMOVµ AND STABRCATIOx VAST TAKE PUCE Wrtx W SEVEN III GREOF DISCOVERY UNITS LIPREcwo[D BY LEGAL PERFIDIOUS, ON NIIEAL.ESS CDMTYINTS. THE CONTRACTOR SHALL USE ALL REASO PURE ETHNIC TO DESTROY ACCESS IF PRELUDED. PERSEEPOPPEAL D SUMITO OX MUST TAKE MACE WITHIN SFvfN ITT CRLFNGAR GAIS OF OBTAINING ACCESS. THE COMMRML OR Is RESPONSE FOR CONTACTING ALL LOCAL, K4 GNAS STATE AND FEDERAL AIETHIMRIES AND RECEMXG AM APPLIGBE PERMITS. PRIOR TO CONDUCTING ANY WORK. CORnRURION NEE VEHICLE EXIT MILLIONS MUST BE INSPECTED FOR EVIDENCE OF OFF. VIE SMIMFxT DURING ONTO PAVED SURFACES. TMCKEDSFDIMFtt MUn K RENAULT PRW wOE.NTE PAVED suWls, wrtmx z. HaDuar dsc,vGY,ORN.MUEE. wRxlx AsxoRTER LME TDTHMn. W'Hlx ruRwcs DrmEGEKGt S MFCIMRRK10e GREPoN5N1£EOP AE OPERRM1w PLEA MNNTYwIViEMPdJA wOPFAMAVftt WKEPOwOM1 WMAGEMMBRR.K WELLRS MI FNOYOII NO SEpMELIT Cd.I SMM,LdmT WMTON DF THE COxnRLKlpx WORK M MF TH THE PFR EEISIME RESPONSIBLE LWRAMAER PFWRRE gITPCLKCORpxGIO PART e B 5dEN NIAxF/SOFME SUE THAT HAVE IBEEN FwMYn WORD PATIENT DAYS ERCiOM4W nA&LNTIOx, wDANor«AS KEEL wawTTEODo IRE MPr< THE cWSALnux sRE, oE.sm MmMLGTwxsd SEAMEN MLn BF REMrnRO w.MuwEN END AT.ERolrexcr wETxxrro MxHM�:E RSIF G.. rvGrtni YWMExiwnPEESFWLGYwRWF0 w10 nCPM SEwFRs av AF MET Pux wDIM POY AS.RT YDIO-AD ITT -FLI BFIENCII NO YDHMENT FROM OMAOHI CONSTRUCTION K1mnES 6 REKNPLG THE WFILI AER END THESE ra CONVULKDHDx EWIEMED DRESSING Aaass THE 19RIn4THDN AREA. fira 14M 28N ABBE N. SB 140 Rfl=M MinINI 5511E Ua126.6010 II V69116.M ta6YNB Bwmlramm Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Certification H,E.mr rev, TEXT HER 02", wMNaxox He repo, wa pCAH. BE I of UMRE HE KERNEL ICVW m THE OUT I UP A dMla. "PEOUwUI F NGWE G uI ELSE I PC 1. SLAB N AFTES a. Jared F. Tones AY,Y UP AS 16510 GROF. 01/31/2014 UP SAKE Prymoupn.....e. Summary DEii,VI Drawn: DID APprmM:u Boot/Page: u/n XNa wBMmAL I,Rla'A— SERVICE. Revision History No. Date By Submittal/Revision Sheet Title EROSION CONTROL NOTES & DETAILS Sheet No. Revision C5.03 Project No. HOU19929 BUILDING 36,240 S.F. FFh964.0 EwEBx xE55B 30 E-9513T - PROPOSED 220.1g RVPIWA \ xEGrm ExlmxG � s•RUIE�s1.Es '.. \ B-MOC' Ca6'TfE E.9a9.n as rwas2 BBB t5'RW IENfi3 32 42 LL - ss• \ Rm IO W% \ RO"N"911M ...Pau CONNERTO E END T NYDMXr A B'OIP W/d5'BFMD 6-GATE. 'R� s0Q-r PRc I EqL 35f1W14 �. z' LEGEND PROPosfO EXISTING CURB a GUTTER —... ................. STOIIM SEWER !I� 0-- Qe---'--H, SWrtARY SEWER IF q P 4J FORaE.wN IMN.I �1 WAIERRWN M— I14 EASEMEN DRABINLf r• GAS URGE .....-• UECINC _ ^ .... lE1FPXOxf —a- -UTILITY CONSTRUCTION NOTES A CONTRACTOR SHALL REFER TOARCXITERUML PUNS FOR. LOUTONS AND DINIMMES OF VESTIBU LE WE POPCNMRAMPS.T MD ,PRECISEBUILgNGDIMENSIONSANDE U BUILDING UTWTY ENTRANCE LOUTECRE B. THE CONTRACfM IS SPEOi1W1YCROUCHED THAT WE LOCATION AND/OR ELEVATION OF EXII UTFEED. AS SHOWN ONTNFSE NAN56 BASTOOX RECORD" OETNEWe"Go" UTILITY CCN Ids AND, WXERE POSLNE.ME MMEXTS MIN TxE nfIO.TXf NFORMATwx IS NOT TD ONM1SMIXGpARORC9MflETE.TXECiX11ROREQU STULLTNEAPMOPRIATEUTILT'COMP:.!. SEIfASTYNWRSBEWREFOETHEVAIN)N i0RT.M nnE1DLOCATION OF UTLRIES.T LMLI BETXE RESPDxAMIm OFTHE CONTMRofl TO RELQ•.ATE Au EXLSIING ImLmEswHXN CONFLICT WRNTXf BRAIIENR THEMANS.ME SAMu MUSMALLBEOBTAINED BTHECUARC0EMCALLXG GOPXEfl STAIEONECAULAi /G1NFUi C. TIECONIRMTOR SM LIME ALLPREOPLUDNS NECESSARY TO AWHO PROPEfl1Y DAMAGE TO ADIACEMPROPERTUS DURING ME CONVAULMON PWSESOF THIS PROJECT, ME CONTRACTOR WILL BE HELD SOLELY RIC'MRSMLE FOR ANY DAMAGES TO WE ADJACENT PROPERTIES OCCURRING MEN THE CONSTRUC TON PMASfS OF TH15 PIDIECT M SLfETYNOMETOCONMAROM:INACC OANCEWIIXGFNERALLYACCEPTEDCONSTRURION PRAITaS ME CONTRACTOR WILL BE SOLELY AND COMPLERLY RESPONSIBIf FOR CONDITIONS ON ME JOB SLUE, INCWDING.OF ALL PERSONS ANO PROPERLY DURING MRECHUN ICE OF THE WORK. THIS REQUIREMENT WILL APPLY Crarnee g5lY.0 NOT BE UMRED TO -CANAL WDA ' FRAUD . THEGUYOF ME ENGINEER OA WE DEVELOPER TO CON. COW RVCl10NI EW OF H. CONOYRp15 PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW Of WE ADEQUACY OFTIE (ONIMCTDRs SREETY MEASURES IN, ON OR XFM THE COMINUCEFON mE E. ALLAMAS OUTSIDE WE PROPERTY BOUNDARIES THAT ARE D6TVRND BY MUFF IF STRUCTON SHALL BE RESTORED IN RIND. SODDED ARMS NMU BE RESTORED WITN B INCHES W TaROIL PULL J BENEATH WESOD. F THECOMMCTOR SHALL BE R El MASIBIU FOR PEMIdNG ANO MAINTAI NING TRAFFIC CONTROL DEVIa55UCH AS BARRIUD FS. WARNING BIG US, dRECTIONAL SIGNS, FLAGMEN AND LIGHTS CONTRMTHE MIEHE OF Too TO WHERE NECESBAU. TRAFFIC CO MROI DEVII SHALL CONFORM TO0PRO PRRATE AsINNESDTA DEPARTMENT OF TMNSPoRTATpN STANDARDS. G PRgRTO RARMENTOE AGGREGATE BASE, ATESTROLIBLL BE REQUIRED ON WE STMEET AND .TUG ARM SUBGRAOE. ME (ONIMCTORSXALLMOMCf A LOADFRTANMM A%IETPUCN WRN A GROis WFWM OF 25 TONS. TXETEsi ROLUNG5MML 8F ATiXE pRECl10N OF MF501{$FNGIHEER ANDSHALLBECOMMEROIN ARM M DIRECTED BY WE SOILS ENG NEER ME SORS ENGNEER SHALL INTERMME WE. BLOTCHES OFF WE STREET Ce PARMNG AREA AM LINSTABIE. mRRECTON OF THE SUBGRADE BOXES SHAUL BE COMPIETEDN AEEOpNWa WRN WE RECOM MENTS OF THE SpLs ENGINEER X. TIECOXTRKTW ANOTXFNSUMl1ERSIAII DETERMINE THE MNIMUM gAMETER REQVIRFOFM BACNETORMSEWf0.5TRLKTURE. —4XnRM CFWFR GTRIIr TIIRF S[NFDULF NUMBER' TYPE CASIINGRN CBMHOJ CATCH BASIN NUNHOtE R-3062V CBMH 02 MTCN BASIN R-30fi) V aINVHCJ SMINIAI FOUNDRY CASTING NO., OR APPROVED EQUAL "IFFIRVIDE 27 1" ROUND OPENING IN MAINU ESUB COVER, NOTE: WECONfIUCTOR AND THEIR SUPPLIER STALL DETERMINE WE MINIMUM DUAIETER REWIND FOR EAOE STORM SEWER STRUCTURE. T NORTH 0 30 NO SMIE W FfkT fra BNi6kN M'RIY19 gaM19 BR+DNNM 148W 2M M LL Ste 143 R)inom Mlnne90ta 554d1 7631 d]E Iw10 161pRCne PQ3 did 8532 AdmM .L,f @ COm Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN N ICu¢' Certification I1Wahl aNNASHBRapa.,.P.dnI �L mpew�ad W ma wweet wr d�ett P'. anGNIEN. 'rneF . IMNeatiev EHGM EER urkea aNe Ia W v M <In aAie 'M_ Jared F. Jones Rayn.mun No MH51O Date. 01/31/2014 xgaa wad Nan FFµ Mt.6 N,an. MR alxe Summary 1%apWd:M DFUNN DD ARDUMBIN Bork/Pw:RNAa PM1aM:sUNMm4 MBAII : BUT 1MM Revision History Na Date By Submittal/Revision Sheet Title UTILITY PLAN Sheet No. Revision C6.01 Project No. HOU19929 3CANNEi a• MODOT B638 - a.e.m o.a wa wxe. E. ` w �...e. ¢...� MPDOT 6512 w.e Fw I3F'RA �B' M1 w ®umn¢ WInN SURMOUNTABLE .n' S CUN 'XI ae.r.. BitvmnwB taro 6' SNoe Formed QI'IOP TYPICAL CURB ® AND GUTTER 5203 xox yr rw AI , I _� DONE -�PLAN NEWAOF CEGOFAL RAMP DOME SPACING u Awm I .® 8 sEcna A -A � p ! 3' ELEVATION OF RAMP ° ! lv' ! o w xeN xm¢.RP.IP.at ru3R NN . . ),a miMn, No ENE REM . DE TREET ¢"e . v)4T R M 11tlK.lCp Lyle VIM iNx M . x¢ R ®.w rtwlm Im¢[� aw Mvumarv)%Xrx--a—xo aua IwmirtMoMw w mn M m n. o'> zzm¢ mw (eM ¢ro lxM w E �AuwxM¢ A v�ilY w wn � mpr amp ® u� z.nAn z¢wzm o�[s a nuem mom[ O wxw�m w[ .w awa i¢. rl¢ owp� wor swA¢Im' rae ¢rtcw[ wt QR� PEDESTRIAN (lllilll� CURB RAMP m u 5215 .12. alm • Mtnu ITW+W — . 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GUTTER sIDEwAM W uTN ADMCEMGROUND - ---- TxESEARE OP11DxR1 CLNCEM MRCA ALUELRA1C 6002F E PARALLEL RAMP awAu Gam n/n ACCTRa pFEMLSTIILARE ADIEZRIRxiO TBAT Nm REGAEUU cvRaExr SECTION A -A Aa REGDunoxs 12 PEDESTRIAN CURB RAMP "TS OPTION T YN,.O$)FFL PIPE I-D W/_M MEN TOPROUNDFD. la PAVEMFMOR FINISHED GRADE q t 3^COVER e' OvfR fOD11MG HLL POST v/ CDXCREiE f 3so°PSIRc coxaMTE MINIMUM ALLPIPESSNALLIF M ENTEDTRAFFK YELLOW X.77 CURB CUT acnf ra B.}RBE9 �W1.70�RBIM.�.I 1180021I6 Ma N. M 140 P•VnOA Mnnawe 65447 F/631/26.601D ®1IFEBO O V6314M M NFeInMe .A", xG Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Certification nn ep ;m•ly �NI tM1s LLx v ���.Iw�.a Ll�wlu.�e.N�� aarzd polntiovl f xGINEM wAv Ne Me N rl- mte o/Minewta. Jared F. Jones Rn r... m+, 46610 Date OS/31/2014 Summary Del,`ed B D mo APOto+ed: Bock/Pa6e'. z/n PFe5e:5U M1 IISFue'. 1111/3 Revision History No. Date By Submittal/Revision Sheet Title DETAILS Sheet No. Revision C9.01 Project No. HOU19929 SCANNED l r Ti ga Ti Ra� 4eM . A.y]a. 8-5�1 R 'so F n ep. ep q m a.a.d.. fww[ Vx.E Srt.l I®s �m1 n � E 10 Rllaw fi' Cf M SIAIKE U V -P L a i M OSxi4 fRY Tf 111P MIxa TE `v"Im r1E suRiJrl a oE/.rtx nw. e'. = YE 8 LmY 1Exs i t Y o xl < 8 3_ v roP r x. aew 2s• ae.a bP b s/.' lore. wee. m. b M .el b s d �J g j e: 6d ru Olea zfi- fima-saa-G Mt YIDOx xr wbe u- d caj.lmwl. i i i : S'2 cpg sefia0 •w..n.0 - a1i u g i 'a,, Ma uvee, ft. H10W7 e 'd _ Is [a ° g j6. Titan 4 » le- u.ww x.. se s' Lac w IL ,ene Mw xrORaNr l.ws 'Yell .S'L g aB Vtl5xO d3-Lm. GR VxK YVTER 1/� Lo f i! .BSxIl.- SIEEL — VXOIELIM1E=121ate NLY RUPBEe/M24to xfi' ,Ing-n,1 p,MLLIa/10lN`so e6'0g�Pe A.r-9' 77rel �' as2 u.ww@��..�M cs-eonluouc G�g is@3'eg�.n. eea TIM at aaae.o, am`N.l z oovso In SRTa'YA iN. �. m.a vwm n P38 Walfi's0' m„rt. wd, 9S(s S BdMq Pi l u,0.b,h° .e.s TYPICAL HYDRANT GATE VALVE AND BOX I111H TYPICAL LEGATION INSTALLATION INSTALLATION LOCATION IFF mwew.. -. 1004 I " 1006 0_ 1009 1 .' 3�-0• -11 _ 3.'.N WS epnp Id N.mol,*""' 31'Js' Yi gbrq Iv N..G Yle]-V v 22 x- �G�w.a9�gen .au e. b. PoaF. � X]IKJ-V w daa quM � �x ew: � •• ••mow I 1 Nab: -a -VGWYqm x-aB li.la Y,JYWaJb ae 2-'9Onls.MINuwJeldll-PR^LLww°�.R.%1fi7-V m.1n9 atl M.R,eaa' .wa. w m a3nminum a of 2 PLAN PLAN�wiimwa w 2 m.. iiPam s-r '- aPle,LAN .:a. mM�nl nq. .iu wu e. Mrvamgt ^%.la bu 6• Cwi[, cMvPr.gµ cwsM. NVE MJe' w .Tel foie b y Y p.b p.cml nmlwol ancrvle W.,..rwda..ml..cGnIz' Ie3 �IW ll 4= N..I. 3 W.41M Rbq.�tld paefl v7' b n manleb1. 0 wx-x _ 'n,.Adgaii PenaaPe II vl^/]• f • .. m,u.b aN�w2:. M' P,wg1 MRI 9 5' .bweYw.a .RIM1JIiy rPo..e U 1/' ia M s mmmum I paglwm .aa y m �m�bl..q to 4 16'te /2 mwd . L wM' Ewy me4]'��f_ aX N --- SECTION Y4 tlibee, s' Iv 1. •I IpIES ' .eN Fcrq. V2be.. 1 v w .qIN Pam_ I! nen 14. IfMn.n .p tlaWm. 6' Iv l� bew. Nebm t Iv Ndan genter 3 - l.-W' PA. SwP M W Powd.O w II uW Mb/,miaW. wtl wvm ww manwl... atl aKvv .M b.e 10/10 n eal _ a �fe �. a a ..PIN 9e..ld Um 14, hom. t L®IR Cwbq b d 1w,ly .rvmq n R maw. cW wclim. SECTON wn e.x.m w mw+eN m V2 Swnw.. wq ra'nlwca .M 6.6 10/,. nM SECTION A-A m.. M.m. w. a n WI.O'nP M1ga .c „°"..,'Pape wwN 2 l..w. W sql. s n Idl1OF CATCH BASIN QIi1P CATCH BASN �IOP CATCH BASIN MANHOLE QPIOP CURB nON Kum RECTANGULAR MANHOLE NiTH SUMP I ATOHCATCHcsTRuCBASIN q_ 3101 3102 INswawn " 3104 - 3106 fra 1460D 7S61 Age. N. Sb 140 B/RI.YL Novell M07 069476.601D ..qIY. B631476.6664 0m'YWe Ieeremtra.coln Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Certification m a d,N liwmed wa..uwa EN41 XEFA.Mv Hv Ia.s oI Ne mrt W A4me-an 1.,ed F. Jones eym o 46610 P. 01/31/2014 e am n,e.�onrvn �'e. w:�ana eza. Summary Designed: w D'a- no P,,-ed:ll Peak/Page: Xx Phase:suammnl Initial leant OVI112014 Revision History No.Ddte By Submittal/Revision Sheet Title DETAILS Sheet No. Revision C9.02 Project No. HOU19929 ♦ 4 �•� ` .� l*L1'{6�a(Y., ►, �1 1 LANDSCAPE LEGEND ran HE Ne4WNYOMm w.iarmk4u0.mvsd' YNMAMIFRMdIEMOSF 35' ® 3 ]0' W F HB ('/�E(��/�� +� - _' fMtlE WNeCN EEapBFRRY ss M 1D ss' w 2 SM AmanAWa SUGMFYf1F RS' M 3 lA' SD C AIHUMNMMMHQ ss• RR s r w >ERYI� ss MaFx.5rM6pvA+ svxx6sxowauMwu Ls' M T 6• sr� C TL LHIMa MIi[uUb WNrSETREf MAC 15 M 6 6' w BH l,'/ ia_aMt PIHN ovY.OxsaO MACKNRUS 11V[E F.4. fH N3a PaPd fADR.aN WIF5M11R r N r 55' y6 - y /�aa� .-y PrmsYNppx YUltlaxNF r ® 6' Er nuANImFSyX)WX1x IxE P1AF1I1NGXHEDULF ARE FORTxE OJXTMROR•sCOHVEN1EFlCF- LANi3ACT014 ro vENFr Quu4nrrz vEDwx oNTILE nAx. �1 GAIPIN COURT — � 1 1 SEED MIX LEGEND IFORALLSMEETR SYM. TYPE SEEDMI% NAIMWETPRMRIE MNSEEDMw32pmau-' WIIH'NOMOW FESCUE' WETIANDFRIN3E MNSEEDMM35Hi311aDFina`P VFI1H'NO MOW FESCUE' _ COMMEROALTURf-SOD HIGHLANDS00 COMMERCIALTURF-YED MNSEEDMIX25-l3llmaavnwol W/•NOMOWFEX EMW HARDWOOD MULCH LNATURAL COLOR) SHR FADE D HARD W DOD MULCH U3'CRU5H(DGRANITE CRUSHEDOUARRVGFUUGFE •����/ AREAS ALL DISFURBED BY W/'NOT MOW FESCUE MIX CONSTRUCTION NOT INTENDED )LAY EROSION CIIHTROI BIHNKET SODDED,ORENT .—.S RET FORYOPESOVER3:1) a• NO MOW SEED FORMULA FROM SPECIALTY TURF & AG INC. FREEDOM MI1C AT 2ODL3/ACRE OR APPROVED EQUAL- WWW.SPECIALTYNRFAG.COM 18& 521 CITY LANDSCAPE CODE • PROJECT VALUE/ MINIMUM LANDSCAPE VALUE » PROIECTVALUEr/-S3,WD,OW=$MM1AND5CAP[VALUE » BUFFERYARD-V BE EN LVLDANDOFF/IND PER 100' »• 5CANOPYIREES ... 10 UNDERSTORY TREES ... 1S SHRUBS I NORTH a 30 60 swt N FEET �4 f ra 14800 28V five. N, SW 140 PVMO MIDDBSDIa 55447 A631476. MID MEOW. N6814T6.IPO MFSNNk xwwmh6c6m Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN ,C Certification ll.•afiaanlrywoswarssda+u..v. pay w aPat»+ M mytirM+gerrlun ma Nut I am a wN tiarsN Wa05UR a ^x�gR; ones• iM 4n ee W E�xe W JAMES A. "EKES eg.xm-No.45071 ma2014/01/31 vns^nNNmdue N ygkade,�aman ulo•awel+Y vl vm vt n aailade usw. agast rt Mf µ n+n+vrymean, Mx ems. Summary De+lgnea'. nx U]M1i'DID APPaWM:u BoeL/Pdge:uMa vlyse'suOMmu InilullssU!'oYilltllla Revision History No. Date By Submittal/NeWsion Sheet Title SITE LANDCAPE PLAN Sheet No. Revision L1.01 Project No. HOU19929 SCWIEF ENTRANCE DETAIL u.OZ SWE1'=ir NORTH a ENTRANCE DETAIL 11 s LE 1•=10. 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W10 @IBDRMB FV1476.8632 b¢Imile xwx.mha c°m Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN CO," Certification I xnebY x.xymMxrN.a..r. yan a,epm.aa �ew�ed M m. a van mY tireM auFer.nwn Nualam aWrylranW LWOS[APE M nr�no� • ays °, me gate al LAMES A. KALKES BIg—tmn N¢45071 Wn 2014/01/31 le u lYM �a alaMwM aom..ewn mx on�ue Summary .,.I ed:M DF.MB: mD 11—d:4 R /Paxe:a.lgl P",s UBMB,. M., WU.:OV'1 . Revision History NO.Date By 5MbM txl/Revision Sheet Title SITE LANDCAPE DETAILS Sheet No. Revision L1.02 Project No. HOU19929 .' 1 I 11 1 � 1 _---____— _ - --- __---.... -_-. _________________J Z 11 (1 PROPOSED BUILDING 36,240 S.F. FFE=96a.0 r T \ GP,0114 LOUR I DESIGN — BUILD IRRIGATION PARAMETERS 11111111 IRRIGATION NOTES ,. axnumu ro P0.K[ slop auAP»s Bw Lvoscv=E Nuaaa A4PlV.a x NX.vrmYaN PBX moaEn YWI»{. sn vgwEs svu NnnoE rsarXm urolR ff MTFa4 Ilauo»c eur xN uNRD ro D]GTXX4 szlz. Nm NImULTANTD'a00 MS IRS POt CgOIETE NG,lb1 SSTI. 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SW bv5Yn18 »wmhamm Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Summary D.+Ig,Ma:.B DnPm: mo •pgwelu Pock/Page: vlu PhaH_SUBMinu Inilia119ucB1�3Lmu Revision History NO.Date By Submittal/Revision Sheet Title IRRIGATION DESIGN BUILD REQUIREMENTS Sheet No. Revision L2.01 Project No. HOU19929 sCMWEC Site Development Plans for Business Impact Group Chanhassen, Minnesota vIT MC E� FEB 19 2013 :.,� eyNAllMA99ENPIANNINODEPT e. 1 CONSULTANT CONTACT LIST: .,. _ a - - L. SHEET INDEX CIVILENGINEER DEVELOPER/OWNER MFRA INC �' r ,r 5 BUSINESSI"ACT GROUP 148W 28TH AVENUE, SURE 140 L e `. 2411 GALPIN COURT PLYMOUTH, MN SS447 7 _.. w CHANHASSEN, MN 55317 TEL J63 768010 `s� .., ` LLT /�� TEL 952-278-7822 FAX 763i768532 L CONTACT: CONTACT: TERRY BACKMAN E - � S, SITE a a.•-- I +a, ..... SURVEYOR 6 - ii d t ` }- .• c: .,s`J, BRIM MFRA INC E� a �' J BRIAN W SNOWBALL D ARCHITECTS, LLC 14800 2 TH, MIN55AVENUE, SURE 140 31572SNOWBALLRD PLYMOUTH, MN 55447 yaE. PENGILLV, MN 55775 TEL]63A763010 vs"' 'lx ! h— 3'PY R _ TEL651831-0200 FAX 763i768532 CONTACT: BRIAN HOUWMAN CONTACT: MARCUS HAMPTON T ,g .emu p. T N.T.S. GEOTECHNICAL LANDSCAPING PiiI1JTEC COMPANY MFRA INC ADDRESS 148W 28TH AVENUE, SURE 140 ADDRESS PLYMOUTH, MIN 55447TEL 10 VICINITY MAP FAX FAXL 763<7 8532 NO SCALE FEB 19 2014 CONTACT: CONTACT: JIM KALKES MFRA, Inc: SHEET DESCRIPTION Q01 IIFlF 511EEr Q01 F%611NGCONDRXNIS PIAf1 0.4] SITE PUN GOl GMDING PUH (S.D3 EROSX)X CAXIPOL PLVI-PNRYS (5.02 ENOSgX CANIPOL PIAX-PHFSEl (5.03 EROSION CONIPOLIpTE58fkTaLS C6.03 VTIUIYPUN o.Dl DFrNLs o.D: DETau uol vrE w+DUPFPWI 1102 SIZE IANOTAPE DETNLS 1201 IRRXaATN)X DESIGN 9VIID IIEQUIXEMEMS f ra �PPKARDV..9mho.etl 1e400 2Bm 4M h Sle IQ RymMfJl M:'..nCSeld -aW47 nw <,E sma oepoone PE3; <iE 8532 hc4hdle vMW.fnhdL0le Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Certification IK: ��:e:va•a ema P+^sPA�Nrc:u h a,aaa rvintia EN6 e�NfER UMntM1e mel Ne Ratt MMnrcaWa. Arctl F.lonts PgeVXu^rBo.46610 wN. 01/31/2014 •agavana.msan uEwa`waYrca,wr Nane ea M`A a aMY ym rgesa M NxM Irc.. w,.N,u Ml.lr Summary pesiened- B D : UP rop—ed'. eau/P e:wNl Phase :SVB : na 11 l55ue'.OV3VNN Revision History ND.Date By Submittal/Pevision • ]/,sMv Phu xMSFB au[nK. Sheet Title TITLE SHEET Sheet No. Revision C1.01 A Project No. HOU19929 \ RI1wI1bu5 9MfACF 5�95599eaT/ 521.05 / 4!' ,r__ --__— ____ — __ _____ 4 \ \ \ \ \ as e,ti •, k \ �% \ \ ♦ 1} III ` If \ \ say.b I AD.\' a\A� \$ \\ \�\ .. .. .. —t --``: \\ \C •. \ }\ pal%'' At \ — Roli3w DIETING '. : \ SmIn, sTRUCl11NE iM"t \ Air/\ �. \ INN, =r.so �� 't LE.9.�M1Exn Lc.wiz(n Q� v n ®Sand�r «-��- � 1.�i.RWeay� � i+-.aNn --F E.Gxxxn 1 L[.955[R'g� ! ! :,® tE.Rd�9xExn 911Td(9) Lc.PsxDRn 1 e LEGEND . WUNO MONUME"n I--A� WATIMAIMN EASEMENT LINE fl SUAKINUMENT No �tr --@MatTARYSEWER —'�'—'— SUSACA LINE G0 EL MAD METER (�»� STORMSMER —<— M.n,,CEACCESS OLIGNT fWLEDENDSECTON CONCRMCd. gLDRI ® MR CONER (D— u I RUIIDING LINE I—GUYAReC,N)R cQ—.n--2 WILDING GNOGY d NANCRAwsry (d)—fe—D GASMETER O 91TLIMINOUSSURFACE -- CMERNEADI IRE O CONCRIM SURFACE :IRIUM1POIE GUMDPOST .— "A"CosR"'CF O uxMUVE wRFALE A,.. 1— g(INFEKKE •SIGN a Ann'tNCE DEOWOUSTREE —o— WOGO EENQ CONUEROUSTREE DESCRIPTION LEGALDESCRIPngY TMu v+m oFLou 1 and z, RAc, "'Dams — Wets ilsomerr Pan. Caner County. MmneMu, Ancoral, ICSM.xu,dee,an lMr-I ufiim hear mKnenr of tne1011mer, Eess.AX rind'. <ommmong area rrunce. Gomm m rare La I.I'.— farm ID deagreee S 3 mmmes3s remndr In or an ed hearing a distance of 141 zz Net acne Ina east me, or said Ne l to tM Wait of heg-119 of aundrweu a 6sOn[e a 121 as IN' mennemMdeI., :co theme 5omae5 dnic ssmmmes L9 se come wdtsmv Imea of of sad mT x and said hn,marea termanalme. DAM" Act AND UTILITY uy MENT A 10IW I wide, drainage and Nutly casement made under, and across mu 1 and z. Rmn 1. Chre'assen wets Business Park, caner County, Minimums, acmrdingso ilea recorded Plai marmot me censer', re of .,it eaumml .no drsmhee ar commmnrc at area I-dreass tamer n1 pm Lot 1, mm[d Nmrcn ID deg ter 53 mmmes 35 se ce ds Wm us an assumed III a distance of rasa Ittt a,one ene dasenv rye or said lot I to me mo'nI of bebnmry or in. remddme m As derided: coerce soma e9 det ss garmsess 19 rdconds war a locos¢ of 52105 feet w Ile miscarry hnd or sale WI z and sand aerr enmea Need termearm,. NORTH 0 30 60 KALE M 'EFT Wif ra a EIIiAMY1f 9NPy R ig-im a aiRl gedi 14800 26m"K SW 140 Niscu lYIritsgs NmfmT M 416.60I0 MWPI01M [7631476. 60 66YTie gai ram Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MRN IN COURT Certification mna� dvmm al,rp'an,uffl-I—r prepared dv me i r andm smyy corm mil mM� paI ENGNENERa-cer ins — eat me stale Waif F. JR. ege con No.4Es630 Dmd 01/31/3D14 p r. vran Nm Ninnn o=n [Ix uwn.emaelor MFM. arcuti Summary Cerlgned'. Ie Cralam :Dl APp,—d. i Rwk / Page' a Phase Inillal Issue m Revision History No. Date By Submittal / Revision A 2119cmll DID MVINDPARSING Sheet Title EXISTING CONDITIONS PLAN Sheet No. Revision C2.01 A Project No. HOU19929 I 1 1 W IIIIIIIIIIIIIIIINLEGEND FlG F11m___ - HURT NGIMENT TEP PsfO DARD DUTY STANDARD ASPHALT 1MTY HOD N� ING - RETAMMG ALL xGw Ourc YOFTLAND —a— MH5 AWnuT PFVIxc lul TRENXE MwcvruxE $BON T CONCRETE PAVING - mx BOLuxD NUMBER OF PARKING STAUS PER MTN O KEY NOTE O —DEVELOPMENT SUMMARY AREA GROSS SLR AREA B0.062 SF 2.1. IMPERVx3U5 AREA -LEI 613MI9 11. - GREEN SPACT_Mal Z1.1G15F GM AC ZONING EKRTINGZONGA PLO PROPOSEDZONING PLO PARKING REQUIREMENTS - OFFICE 5/1000 G. W STALLS V. HIT 1...5E VICCCASTER 15T10,My 533TALIS BEQUI RED ,CG =ZZ iTAiss SZSTALL PUMDED IIIIIIIIIIIIIIII&DEVELOPMENT NOTES A ALL M MEJAIOM ARE ROPER DID TO THE N EAREW TUNTH FOOT. �5 1 B. ALL DI MEHSKKa55MOWN ME TO THE FACE OF CURB TO FACE OF CURB UN LOS OTH ERWIST NOTE D. 1 C ALL AREAS ME ROUNDED TO THE NFARE5T 501IME FCCH, D. ALL PARKING STALLS TO BE 9IN WIDTH AND IT IN LENGTH UNLE O5 ERWISE NMCATED, 1 E CONTRACTOR LWLL PET ER TO MCNRERUMI I FUR EIIKT LOCATIONS AND DIMENSIONS OF Her,CXES, PORRANK, PRECISE WILgHG NMENI AND EXACT BUILDING MNY ENTRANCE LOCATN)M F. Sff MCMf2CNRALPIAMFORMONUMENT.R.ETAULS 1 G. SEEARCH=FUd PLANSFORwNTP01TFOUxDAnON DETALAND FOREXACTLOCATIONSOF LIGHT roIE 1 H. REFER TO FINAL PLAT EN LOT BOUNDARIES. LOT NUMBER. LOT ARM, MO LOT gMEN510N5. ALL GRADIENTS ON NO EWALKs ALONG THE ADA RI SHAH RAVE A AI M UM LONGINDI HAL 5 LOPE 131. A C THE OPE OFNHALL ATNRBMOK KINGMUM RE AG IL ail. DA it ACC BE l O IN ANXFORMAND AX ADA ACCESS MAXIMUM UJO IN ON MAXIMUM CNBAR THE U AND VFMFYMf GRAgEXT IX MF FIELD ALONG THE AW ROUTES THE CONTRACTOR GRADIENT RTO PACINGBIMIIPENEW PPIORTOPLACINGCONCRETEORBINMMOVs. THFCOGWIER SNALLNOIIFYTHE E.ENGINEER IMMHUNI, IFiHfxf 61 gSCREPAKKYBEIWEEN T1f GPADIEM IXTHEFIf LO VE0.SU5 THE OFSIGN GRAOIEM. 1. ORAIXAGEMO MICM1 fAYMEXRSNNIBF PPOVIDEDAS PE0U1RF0. gWxAGFMDUi1LRY EASEMENTSWILLYPMWIOFDP RALLWBLKURRIESMDUPTOTIENIGHWATERI LOF ♦LL MXM. KEY NOTES ♦ BURDING. SLOOPS, STMRS-YE MCNrtECNML%AxS. B. BdIl CONCRETE NROMOGUIIER. C. MAECN FXISTXG 6610 CONCRFRNRBANO GURF0. D. ERMSE ..PAR E CON[PfR 51DfWA1N- SEEAROEUECNMLPUNS F. Z'CURB M. G. RETAINING WALL- NEC AMN(RCNML PLAM, N. ACCESSIBLE RAMP. I. ACCESSIBLE PARMNGSIGN. 1. BTOP SIGN K. PIPE BRLLARD L 3-CLMONT (T NORTH 0 30 60 SCALE IN Ff fT fra e�i7>..�/a�IEeModi 1480D 2BIR Real K SM 160 PBIEIIUAK Big. H 55441 FreeMWO MW M 176310.76.858E aClLt WBW.gIrilm. Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Certification I...a amN m.a m�. dan+PKuwIwA r NyRrvNls, am LtiLl.mam<Ila a Pelessiqul EYGINE£R uMn tle un p aM mle N Mlnrsacb. Jared F. JMME R<R.A-NP. 46610 wM. 01/31/2014 x,Ip..el<..n.aaa u.I—e, as aa, 11. do..Yr. AI µan rap eY MORK, Nc. s .." MN o e< Summary CesgneB.ie OI—T ZGL—d BUC;/Page: nC4 Phase: SUF—H.1 r1ral UILI UVNAP Revision History No. Date By Submittal/Revision . 3/a9/S.H LIC F'n"LHAFHRN Sheet Title SITE PLAN Sheet No. Revision C3.01 A Project No. HOU19929 s r - r � � � J _ GRADING NOTES x GOTrERGAVELF. MOPoSEUPSM[rO RNRxE05UPr4[EnFVanOn.Smi[LIVanCNS>LOX4 MOIOSEO CURB DELg1E MDE. MIST M SWLL REVIEW PAVEMENT MACHINE µOCOLATELL I OUnEROVT-WHEREWATER NEVADA AWAY EPWI CUM.ALLOMM APFtlSVAII OE (ONSTPu[iEOAt -4UTIEPWNRB c. ALL GFUMV"ON SIDEWAM.S ALONG IN E.LW ITEM WAITXAVT A.1M M LOxcllUpxAL SIDE OF SIP 5:N4 AlcuxBMMPs10uI, AxD.MMIwuM (POSSs10PEwxroDL lcul. M1IAAAMUPESLORNANY DIRECTION CAL AN ADA"N"S STalt Ox ACCE5SN5LE SNYI XE INEmYFTNI. THECOIUCOR SHALLPEVIEWMO SURREY ME GMNEMNIHE FIELD MANILLE ALA PWTE5PPIOINTIAL ON000KPCE ON BrtLMWOUS. ME fi UPSNMLxOTMTLY ENGMEEPIMMFOMTFty IF IxME 6Ap5CRPM(Y BETNFfXME4RAOEM1 AlxE 44tONELWNWSME MH4xGM01EHl. O.ME<ONIMCp115<MnpNfOiNAI'SxE 5V05UP3A[E VIILIIV INEOPMAPDX SXONX ON ixFSF PMMSISA VTILIM1 WAM'LNELO. TH150UNRY LEVEL WARDETERMINED ACCORDING TO THE OOIDELIXE5 OR PDASCI 30D] SPED µD BDGU SPORTS FOR THE COLLPRIONµD DEnCWOR OF IMPLIES SUBCKMINCE MUIY RIP THE COWPUNCHERMDROR SUXOxLM[IORS SHOP DETERMINE 1.1 E FO4TIW1 M Ru PIImXG MEMBER .HAPPENED WOµ BY(ga1A[IMGTHEXDTFNATp COMERI40MEkS pEFMNIM AT IF.) . TLE EIXnMnoR MRDIBN 'D... .GPIs TO E PULP REswxsaLl — MY AXD ALL BELOW BE OCCASIMEO IN HIS OP HER FAILURE To FYRRLY TRIPLE MD GASOLINE —µPABEL UTAH'. RUNd ELF.C.O µPA OVIEFTER, SMALL BE THE PF5PoN51BWTY OF ME CONTMLTM TV SELDOM AL RUSTING WALLIES MES" CONNOTE WON ME PRomsED IMPPOYEMEMS SHOWN ON IRE.1 E THE CONTRACT OR SMALL TAKE ALL MVAUTV P PLECE6MY To MUND PROPERTY, DAMA011. ADIMENI PROPERTIES WREW THE COXSIRUCTION IIYYS W THIS PAPER TO IRE CdTMCOR WILL BE HELD SOLELY NEYONNBL FOR ANY OVERAGES TO IN REAL EMI PROPERTIES ROW DING DO R I XG I HE CONSTRUCTION ALLEGES OF THIS PROJECT. iCF 10 CONtRe(TOM:INAllOB-( E WIN SHRIMP ACCEPTED CONSTHU PRACTICES , n{ O LdMEETLY RESPONSIBLE FOR CCMPT SON ME NOR LR. IN[LUMG LEEIVN NG MORMM NEE PERVELP ANDAPHT OF III ANDS, 15 MUOAFMPM1I WIU MRYCONixWUSEY MIND MM17 FACE D rPHASE OA RESµ WORKING NOO NO IRE IMP DOME ENO NEE R ON IN E DEVELOAP TO CWIOUC CONESTRUCTS)" RESEW OF 7-1'CONTRACTOR 11111MEASURE E I1..1 APPLE AGE D TV INCLUDE NMEW OE THE ADEQUACY OF rH F L ON IMCOR 5 SAFETY MEAST RE5 N. ON OR NLLP Ix E CON 5TRU FIFTH 57E. M E 1. GAMING C ONST RUCTION IN MC.O... WIN M ERFpxMEEMSOR ONFOR PS EPEE 'HAVE1NEI A ALLPOLLLOPING SMALL BE COMPEERO BY ME MNEBS SOILS E NGMEER THE 'EV MEMPON SHAM BE RESPONSIBL FOR COOMPLATIH4 AL REWRW SN(rESTSµD REMEMBER WITN TM SOP A GEOTEdMW ENGINEERING SCSI REPORT HM BEEN COMPLETED W: THE (MTMCTOR LMLL OBTMN A COPY OF M F SOUSES REPORT M. iN [PRMCFMYWL (pNCE pFWNTFRIXG.S gEpNRpiO[pY%flElxf YR MUNN4CN61PI1[TIpE. PRIOR TO PLACEMENT OF THE AAMWNAVA RIP A TEST NEE MCI BE ALUMINE O ON THE Sr REEF AN D PARK I PAG AREA SO PLUNGE I HE on SHEET vxmPHISTA WALKED TANDEM NAME TRUCK WIT IT A GRO55 WE Or z s l GAS THE EAST POSTRIG AT THE DISSUCTERVER OF ME BONDS MGI�R AND � AS DIRECTED ME TREES He"WILEVEMTHE RIP ENDWEEN SHAM DMEWx SEEMNSBOF xCOMPLETED STREET OFPARKIING MEN AREd IMSTA [ORF4R CE TxE WRM WEST SHALL BE COIN ED M ACCORDANCE WIT' THE PEOVMLMEMS OE TINE 3Ll5 EMGNFE, AGE W�MM PCOE UNSUITABLE AD WILL HO ULPACTEST RIXL REMWVEGNSH HAVE SOILL DISTURBED MMGMAxTHE WE AND IN PORT WITABLfE CONSTRUCTION THI HAVE E 50MM NO ADD r10XN4 C05r TOT MC OWXEl CONCERN TV µME CONTRACr UM�RVSOPERATIONSS ENT ATE! eE PFOUIRED TO PROTECT ME TREES VARIANT TO BE SAVES TOATVON THAT POU1PMExY 6NOT XEE0LLS5M OPERATED UNDER NEARBY ORDER MO SHALL MMCISE CATHODE oXNG ]AONi TV IMS5. SHOULD ANY PORTION OE ME TREE DMNCNES MOUIBE ROMOVM TO PERMIT OPERATOR OF THE CONTMCOPS EQUIPMENT, HE SHALL OBTAIN ME SEMKES Or A PROFESSIONAL TREE SERVICETENNESSEE TH IO THEM E TREES PRIOR TO THE BEGINNING OF OPERATOR. 5 OULDME[GYTRACTOP'S OMRTOx5 RECULT WORE PREPARING OF Axr LIMBS THE BROKEN LABS WOULD 01 REMOVED IMMEDIATELY AND TREE. xO iREf55xALL of MMOhD MTECIEDTOEERIMIn.m IAsnw DAMAGE TOME wmwur ALnxowAnO x TVBr THE ENGINEER TESTS FOR MEANING SMWm WALL AT (DxsmMW Ix.OExiAL To A ESCALATE OGE ROM ARM TO BE ATED ON [OxiPAROxULSUMUiFURTHER eXTHESTE �elo�aLGOvfeLIom�o..TV>1E�Tuss.OAE¢D«MWMA' iswoo�m.G nRDwAD uaMxE W EMSUMOL TOSEESTA0115xfD,TOAOEPTHOF41NWI RESPRGD THENCH FFAILOGREDSYTHE O MIGRATION BORROW ON AREAS DIRECTED By THE ENGINEER IX ORDERTR, THE TO OBTAIN SOP RURAL MATTOR MAY EMBLETWERCH RIAL HILEW BOPPOW N ON SN4L BE [OMgETF01H4MENYA[E MFAi rREXCN BORROW [OMSTPDRpX SMALLY [OMPIfIEO OAVWWINMEPLVTBCAWAP BEKM EOORO.MRGEDASARESOCEFE MHEuMn OSx, AT ME NIILNNG FAO ME gMVATLI FROM M15 LMTI LVI1 MFEx0 AT A MINIMUM MOVE OF i FPoTxOXREgIAt TO ORMNCEWTn QUWEMENTS0IHE0AUMCOMIACTOXMETxO0A UTtNEOIx.X.TSMll.ATCX 210 F2.5sEO ENCEEEOELBEt RNg EDi4TONiCM V GTi EKRIME RMMETRENCHBORROWUYA. x DING,GMLOWNGALJACtNT LIFDINMC PR EWORMM1UOTHNMSVFIRSOMED SURFACE AREASWTInNUMRSd EVgNGARGERSU HEIR THMFATWEEN MASMW1x GUVADSMMCEERINIFF PREIVERE FIED TOLERANCESII.DMRNGGL MLEARM ITORDETIVELF B KINFIISHEDGOINTS W EEEVLRE PAMCODWNM SUBSEQUENT X oNFSMµO EU51ING 4NAce5 ARM RAVE OFEN MNrsxfO GMOW swEL xMOrtCED FROM sueslDUMT uCTN OIERAIpxS,MMEICµpEROSYW. 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R. �R ME SOF GRADING 11 lB.1IEIPD, B MCFSS Ce MOMADE M.1 MATMW TESTS, THE COMRNRMSNNL EXCESS SOIL TEULL OFF THE WE TO AN AREA SELECT O BY ME CONTRACTOR. OR. SUP .ORAw L rO ITT SLR. s. ME CDxTRACTUR SHALL DETERMINE IMF LOCATION OP ANY HAVE POµS TORT MAY 0E NFUCLA FO To CRAMIEM THE SEE RUMORS CONPRVcnOxµD MALL NDROME MAUL ACRES ON TRUSTS AND SEOIMEM CRIINCE YFE MAP. OMftY WfIM ME RFCUIREMExR CFME40VEPNING AUMpmIX FAO! ROWMAY. ME wU PSECVNm, AAA)C.M , NEE.NEE CaN0nON5. M1.. BY EACH1 ...NG ALEMOem PATH wAowAY. % ILLAC ED RIP THE O GRADING PAR ARM SHALL BE IN COxFORMµCT WI IN N MIT YEN PgcEWRFSµD DATA N EFOR, µvD NntEW HINMPSm, xEM5fSHXLWTIOMEEKINFNW HTHE LWEDAMARE NOACTVP DMNDU xP MMCXNLEDWnx TI M. MG Wo CAL ALL ORm LE IM FNOE CONSTRUCTAD OR W Ep.N .M . PRIORTC�� SHALL BURNHAM TO T MGWGER ULN4TpRES W ROW pN S M WE .. SEMIl515xME IRmnpE CONSTRUCTIONCONSTRUCTIONCeSF --UP ME UTANIHp E FOR p A OPTIONS INRA ". OF ME WMU51 WM CCNS..M CMIOMMXCE VARM ME 1.AND USCIFIUI1 WEENNEENEIRLEGEND FROPoSEO EMOTING PRPPERTYUME1 APPRE . EVER BE GUTTER STQM SEWER A. HE 0— C—RE DMINTII£ RUIIdNG WALL WC,MNG wETuxO UMLM TREEUNE SPOT ELEVATION 9625 NO I RIP PAP OVENItOw ELEv.EIX SOIL BORINGS B0].5 .ASH x NORTH 0 30 6U SCALES MMV f ra �yfEey�aYOld 148M 20Ira N, She 140 IRPSEI M L6nnBa1EN 55442 M 476.6016 B'JNl U64476.6632 6fIaYElb ~... N.mm Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALVIN COURT Certification .,MNor,,XbI,- "Z,Vm"YI�— pdewwNG ENGNEIE CYPEr McIm 11. stale TMinrcmta. urea P. Jones ZI-Gon No 46610 PARK 01/31/2014 XIISIVENIOSUwFm.—rEnMteW OFF, pan MNnar++auewns'I n "GROPER., RECAP A Mae Summary DeSRgnM'To ble—Go REPCweE:D NOck/III ARM PfM5e.5O0Mmat NPUBI A. 1,11f301A Revision History No. Date By Submittal/Revision A DJI1.1. m0 REWSIO PuaINc Sheet Title GRADING PLAN Sheet No. Revision C4.01 A Project No. HOU19929 5� 1 111�I \ � I I\ BINNNWS SURFRQ I — — — — — — — -- — -- _ VKI 1 \ \ \ \ \ ` ~ \ 6AlP` N O N \ �P— `SVI MI — +TK P MN.BBB61 A. 1 1 1 1 —cnn ERnunm / CrnIMFNTATION CONTROL OPERATION TIME SCHEDULE —LEGEND PROPOSED DRILLING CURBRGUffiR STORM SfWER O 'W—ID DMIMNE—•••—•••——rr�—•.•— CONTOUP RIPMP �E OVERFLOW flfV. 9025 SIT FENCE LI MoRDSTURBANCE sw RaRINGs Q1 ST-9 i� PA-10 ORf�NIN OF _ OVERIAND FLOW TEMPoMRr DIVERSION —ay ODOR NECK SUSISMRM UNITS OF DRAINAGE SUSRRvx M6RDLL ORDER PROTFCTON DEVKE T ®P-I INI£T PROTECTION DEVICE 2 ®P-2 TEMWRMTSTONE EM CONSTRornoN ENTMICE Ea TEMPRRMYSENMENTRASIN SB TENFURAIV STORAGE AND PARKING AREA TS TEMPDRARYSTIBIUTATION MEASURES �.S ISFEO, MUICN.M/.TSORB4NRfTSAS S,V, OUTLINEDINTHESWPPPI NU L: SUNI MIL I UN UN bLNtR/LL SUN I ML.I UN Iv CUMrLtI t IAOL[ al l n I ncln Drctlrn, rnw—i oT. 1—FO" MENEENE SEQUENCE OF CONSTRUCTION PHASE I: 1. INSFALLSTABILRTD CONSTRUCTION ENTRANCES. 3. PREPARE TEMOR PARY PARKING AND STORAGE AREA 3. CONSiRURTHE SILT FENCES ON THE SITE. 4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TMP BASINS. S. HALT ALL AUNTUES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PER FORM INSPECTION OF BMPs. GENERALCONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE -CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WNH CONSTRUCTION. 6. C EAR AND GRUB THE SITE- 7 BEGINGRADINGTHI B. START CONSTRUCTION OF BUIIDING PAD AND STRUCTURES. NEENEW NOTE TO CONTRACTOR THE EROSION CONTROL PLAN NUMALONG WRN ME REST OFTHE SWPPP MUST BE REPr ORSIR UNTIL THE NOTICE OFTERMIMPON IS HIED WITH THE MNA,THE CONTRACTOR MUSTUPGATETHESWPPPI INCLUDING THE EROSION CONTROL PIAN SHEETS AS NECESSARY TO INCLUDE ADDIT W Nµ REQUIREMENTS. SUCH AS ADRATIONAL OR MODIFIED BMPS DESIGNED TO COPPER PROBLEMS IDENTIFIED. AFTER FIUNG THE NOTICE OF TEPMIMTON, THE SW `PPS INCLUDING THE EROSION CONIROLPLAN SNEER, AND ALL REVISIONS TOIT MLRT BE SUBMRTEDTOTHE OWNER. TO BE KEPT ON FILE IN ACCONDANCE WRHTHF RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATM. (T NORTH O 30 60 SCALE IN FEET f ra D•IIm19 SeF1'/g W 4lRYe�EII 14NO 2017An. K. SIR 140 We9n M MnnBspt 55447 (7634MMO BEY9110IN V63 4715.8592 IBCB M wnrmM1a.mm Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Certification wI,AI my e�m p....'.I INc RA. gym. «I. er ,F n,r. Jared F. Jones Na.46610 Dro-..01/3112014 ,pqK, ulm .n.eMa BW ama n remnnw MFRAbe., I'Nmo,nn^MH aXptle ura Summary Des.Rneeue Ina Fl. ADD,Oveaol Book/Pa":mMK PhaseauRmmu Innialluua oNE/Ma Revision History No. Date By SMbmitUl/Re9 n A 711MIDM ID PEMSED.. Sheet Title EROSION CONTROL PLAN - PHASE 1 Sheet No. Revision C5.01 A Project No. HOU19929 V�. LEGEND PRCI ERETHAD CUM &GONER Tm SIORMSEWER MINUET—...—•n——...—•x— e CONTOUR MP AM �EA OVERFLWELEV OEI Z SILT FENCE---BE---3— SILTDIKE---BE--� UNITS OF DISTURBANCE BBI BBI G UBNCI QST-9 ! PA-10 NBI w� = INFECTION OF (PAUL ND FLOW TEMPOPARY AVERSION —yam DUCH CNEAM Aa .. .O U.FD DEAWNWE y FE SABwaANN �_,/ Blaaal � HREPT PROTECTION DMCE E ®e-I J INEET PROTECTION DEVICE 2 0P-2 TEMPORARY STONE EM CONSTRUCTION ENTRANCE —� p TEMPORARY SEDIMENT BASIN Sy To TEMPORAA STORAGE AD PARKING AREA TEMPODEED. MRYSTA PUVPnO =61 R MMSUAT USORON LCN M —.I\L1\T^"-NS"FE]%I-► OUTUNEOIN THE SWPPPI V SEQUENCE OF CONSTRUCTION PHASE II: L TEMPORARILY SEED DENUDED AREAS. 2 INSTALL UTILRIES, UNMILORAINS, STORM SEWERS. CURBS AND GUTTERS. 3. INSTALLRIP RAP AROUND OUTLET STRICTURES. A INSTALL INIET PROTECTION AROUND ALL STORM SEWER STRUCTURES. S. PREPARE SITE FOR PAVING. 6 T. PAVE SD . INSTALL GRPROTECTION DEVICES 1 R. COMPLETE INSTALL ANDTROL PUNES(O 9. ANDSUfM5EECING REMOWTEL TEMPGAND TEMPORARY ANOSEOIMEM CONTROL DEVICES (ONLY IF WE IS 1 1 STANLUALL BY THE $iABILREO), IE REQUIRED BY THE CONTMR NOTE TO CONTRACTOR ME EROSION CONTROL PUN SNEM ALONG ATH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL ME NOTICE OF TERMIANDON IS KATE WITH THE MPM THE CONTRACTOR MUST UPDATE THE SWPPP, INCWINHGTHEEROSIONC MPUNSHEMMNECESSARYTOTN UDEAOO NALREGUIREMENTS, SUCH M PODOIONALM MOAFIED WM DESIGNEOTO COMER PROBLEMS IDENTIFIED. ARE0. HUNG THE NOTICE OF TEAMIIUTION. THE SWPPP.I OLUDING THE EPO APEN CONTROL PUN SHEEES, MD. MV61ONS TO IT MUST BE wBRW MITO TO THE OWNER TO BE KEPT ON FILE IN ACCORDANCE WTM THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NANMTIVE. —CnII FRnfInN / CrnIAAFNTATION fnNTRnI EIDFRATION TIME SCHEDULE Im�101�lml®I®I�I�IO��Im��li�lml®' (T NORTH 0 30 60 SCALE IN LEFT knfra YI I�MB+t•••N 148M 26N Ale. N, SIR 140 D1nMBp Minnesob 55447 D69 476.6010 EN¢owe R63147611 12 MORN .PnTID.w. Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Certification '.�:. m a am. u.•A..B N MenaIEHGINE[E Ra�Mer:ne laws of lne ule nespu EN,—t—N, A6610 m:e:01/31/2014 n appva •nN ae 11—h, V-11"e nrnunlx MFPa. ur., Summary D-,neC:IT Aaw¢o Applwed E"/PaBr R/4 PoasCsuBMmAL Innnl6wCo1pVA4 Revision History No. Date By SubmlUal / Revision A aLRmv AD RLMFEDPMKxD Sheet Title EROSION CONTROL PLAN - PHASE 2 Sheet No. Revision C5.02 A Project No. HOU19929 EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" .31 _x Y t �,J FTE,vim , .r :. . i 41�P.P N HE SITE 2ANSI , Q. He R FLY Y T�"IJS a ry AS N.T.S. AAA,is�.. =SITE LOCATION MAP NOT TO MOULE /fo CDRTMKi l'MAGEN EWTIx JIMOFYMIRYPEMIE 7O T x'r03'GRAVEL lH NACU FxigeNCE55xML BE IT15T.41EE i0T WALL E INGESPECTS. OANYNTF wMxrM POLY NIMPAW I MARCEOFTHE A. WWG FROM NA TOP M .D ROTEW CMM ,S INu WCWMAiMME55WGM NOW GPAVEIM Mwu AND PF--ETD OF W EGRAVEL es WE D.1 FEE FROM COLLFCEO MJO. CROCK ENTRANCE DRIVE NOT To SCALE _1 { $ .A BE SITE _ y I BE will 0MASS , ` ..>s I_ 8 A GENERAL EROSION NOTES: s. MBAGAuD SPEOR(VUAW5 AND UNDULATIONS, NLnuTroxs CTHE EMMEIYE. xI.TIIE MI E FIE wrC.OfI EASISBAWFEx1IXAL uWSgIIOXAI 2. THE ECxA MusPEES1GMaruU EDlxnr WE LWrOMAxpxOP E EVATANGOV STAIDUCCOULETTERSMsx M EY AAAM1 B -SIN NECORMaCG 3 WE THERVIN �� 6 SERVED UPON THE CHERI UNDERSTANDING OF WE REMENG COMMODORE 4 THE GENERAL CONTRACTION WALL TAPE TFUL PRECAUCIONS NECESSARY TO AVOID PROPULTY DAMAGE TO ACURCUMET III WRING THE CONSTRUCTION PHASTOOFTHIS FRI THE CONTRACTOR WELL BE NEW SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ACLACENT PROPERI WRING THE CONSTRUCHARIN PHASESOF 7TS PROJECT 5 TH SPORNABLACTIMPLEGELLUCTON RECITATION PLAN OBSOPPI IS COMPRISED CIPCOLMON at SEDIMENTATION CONTROL HONEST PENN) THE51AMMUDDETAIRLS, ��P�NMMY�E, AMID ITS APPENDICES. KOS THE PERFECT ADD ALL SUBSEQUENT REPORTS AMC RELATED CRENCLUMEAUS 6 THE CVIVTAMWR SHALL BY RESPORNOVE FOR COMPUTING A SUBMITTING THE APINBATION FOR THE VISTA GENERAL SIVIREGRATH PERACT FOR CONTLESPECESSON ATTEVITY ALI CONTRACTORS ASOCUBCORTURACTORECIEVOLVAGINTIM STORM WATER POLLUTION PARIENTION SHALL OBTAIN A CORE OF THE SIMPER AND THE STATE OF MANNOWN .�.�U�A DISCHARGE IT ABANDON SYSTEM GENERAL FORKS HOLES PERNEV AND BECLOW FAMPLAN WITH THEIR CONTENTS THESENUFFARPRECALLEDECRULT111C AT DOCUMENTS MOST BE UPI AT THE SUE DURING CONSTRUCTION GEM IMPLEMENT BELL MANAGEMENT PLASTICS HEMI M REWIRED BY THE SEENTO IS PERMITS THE CONTANCLOWN MCALL DEREFFEED THE ��N & MJNNTMAVTE BE THE �h AMID DROUGHT NOMADISM FROM RICHMOND OF CMTRUO� AND ONTO CMMMWW I CO�, 6 �D BE ALL A�MMM�, ASEREADVAREHICHISHOMACTIMES IF CONTRACTOR I.ALLIFEREARZE CLEANING TV WE EATIFECT PREACTUCALOSE AIRELCULARED BY THE GENERAL PERMIT WE BOUNDARIES OF THE CLIVENED Uaaai� SHOWN ACTONTIES MUST NOT OCCUR OUI THE EMITS OF DISTURBANCE 12, GENERAL CONTRACTOR SHALL DENOTE ON PLAIN WE TERPSYCHURAM PASSING AND STORACK AREA WHICH SUALL ACED) BE USED AS THE EWPPMt� ARMUNIFFIENTIMP AND CLEANING 13 ALL WAYNE WATER CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ITT I MUST BE TFULTED TO A DEFAME AREA OF WE WE AND WALL BE CONTAINED AND PEOPERLYTERFECORILMOSO NO ENGINE OCCURRING 15 ALLOWED ON SUE ADJACENT IOEeCH WASHOUT 15. SO FRIDAYOIL AND DECAYS KNOWING MATERIALS AMID FLOTATION B USSxuw 1 BE INfMNIG W.11DRREMPLIA.ANABLETVC.. AND ELEXN.w'GET YET —USGS MAP RTALSELLSTHEGTEeSwLLBESCOrrtR NOT TO III IF C ETO IUD. WE UY BE MOTOR OURSAND OTHER PETRODUMwLY on rOW UWmslCR OU5r 5u11Pfugx CttwTRXn56wpxIB"EO. COLLECTEDSNd T,AWAITBCp Wt MIUM ,I1MTx6DEBR6, IARR PCLSIK fABPK.<ONSWVC1gX8OEMdRION OfM16f OixFR wAST[5 SIGN O BRUSATE 1.1 SIGN MUST BE DISPOSED M PMWf0Y 8 MVST COMPY'MTH MPG DIHOmL ME EMEWS WE COH:AETF M "ALA 'MARAMUCkC CHROM WE PUNT. An WSARIX RUB5TAN WEST &1AOPENr START, RAIDING MCCAEMY[OMMxMFxT TO PRENxT5T. IIAS W.. AREA Wf AREA GRpLypyUAFACE MOTHER DMWJGE. RESTRICTED ACCESS TO SLOV AK MEAS MUST BF PRfNIM➢ TO PROVE NET VAxOALGAL ITCHAVER 6PWL Of MZAPLpS WASTE.. THE BEXM UWMD PfwMFTFP COMR141¢ AWN M MAN M4UGnM,. IYeAX CH M 19. AWSTORM WATER VOLLVTIONPRMxI M MFAWAYS TTEYXRB PT W6PW AND W WE SWPp,SIU 1 BE AND. AS SP'M AS PYCTKAME AND mIOR TO SM A.O URKD OHS M WE Ln W ERE CONSINURM ACTMn TAT STOPPED 5P45 M TRAP.II YEOEO,W11"N II TWO O F OBSCURITY M OSSNG SHALL BEN STEEL TJMTSLBACKFILt 1f M1TERMlX1 I[COMANCfW TW MNNOT SEED MIiIUAE xUMKR 1MM 110 DEPENDING CAP W1 SFeEOX M SLOWED I ME MNx0OT 5K["CA.IµW.11 Ml 5x5,315EEDIXG MEIMD LAW MNry SPECIFICATION SECTIONS 211111 nMPOMRY muLVESHALL K APPLIED IN ACCOMMODATE w2REAVEOT WE(INurION cOMP mEmxWRMENT B'm1x ORAs IAND TIRO IIJG 311, AND 111, 1. AWA MADIY, xroMwI MALL STABIUZEP w ACCMDNKE W"«M"/JO1 sRMKATON SECTOR VETS lx MAY K DMD m TMfa TEMPORARY MULCX. meTEPLUIM.I COVACTER WASTE GM IT 1. DmuXeEo THEWEOEM sxau BE nlLeluxfGW PPEuxfwE OWFEIM 01 norEs: CMICER EwirrNixc ineLE xscxleEo.emrtpcKEBIor WCPUEOIx�vuXN..mGc uxosuve vein<.vovEn.ESE ACCORDANCE OFFLUMAGGI '"6' 1. CONCRETE WASHOUT At SHALL BE INSTALLED PRIOR TO KEN CONCEDES PGCEMEM! ORS OR SGKONTMCIOBS WILL BE REWONEURE FOR REMOVING SfDIMENT FROM CONVEVNTES a FROM rfMPONAA SEDIMENTATION BASIN$IN"JOSE TOAS SrtE. 'ATEI OUALNY MPNA6EMEM A. I NS. IF DIME N 7 MUST K SiC CALLED TO PROVE ME IT FROM IEING WASHED GEN NTO THE BASIN, CONVEYANCES. 0R F. SECRETE WASHOUT AREA SHALL BE ON ED WON MI NI MUM IO SELL WEST nAEK E TEAM WAYS DOLT AXG ING OFF 59E OR TO WE ACE W ME AS THE FEE ASCUT Of HEADER ENT CAR I x5 MUST BE SHOP I CIE NET TO A STORM TH E az51N TO DE SIGN GPACOY. 3 BED G C ONTROL ITS ...AT D IF ACCESS TO I..A WAS«Mn AREA15 23.O NWIE AN O BORROW AREAS SHALL BE PROT DIED F ROM EROSION AND SE DIME x TAT I ON T FEW GO IMPLEMENTAL EW OF eMPS. SrOCAPIU ANO f SWALLASP BORROW AREA 10CAnONSNUI BE NOTED W THE ROF MU AND PERMITTED IN ACCORDANCE W ITN GENEXu PE RM"REWIBEM WE i RULE qx ENTRANCE, AT ME WAS«dR MFA 1 MO EIMWH GE ASCESTIMATE TO CLEARLY INMFATE I"E IMAIpX M I HE 11 RMPoMAY WE SiDOMTES MUST NAVE SILT FENCE W OTHER EFFECTIVE SEdMENr CONTRO58GNNOT K PIKED W SLAFAK WATER. BECOMING5TORMweTG �UN06TUR MSOFCOVERERTRU MDWMIMGs. CONVEMNCESSUC«ASCWBa GG SSYSTEMSMCMDUF f Mrt ES. £ 5. THEE COELCNWETEW GOAYIAMEA SMALLTBE.11R.D AND GMLAAMD M COVERED Wt Bfp SdL AS NE". 1... LAV. EVER WASTED C. 6 YOKS SHALL K LETS IN n ROUGHENED CON DO IOTI DO END WE WAITING PHASE r0 AT WIDE WNMF WLMW(I AND ERODM. - B AT TM INGM Cd6RYNL. ALL SHILL WE REMPIED rWL LT'.WE WE ART K51pM D Of Al AN ADVERSE 0 WATER WE, M. FLUID THE GRAM CHANGE 50 ORIN GTHE DEVELOwE ED OF THE PA01ECWMELON , WECMIRACM SIL REMFMn JI W WE ERML]X CMURO MEASUMS INLT I WKX1xE COMCRflE WASHOUT. 6 REeNNE➢. ME. AREM WASLK TENSES CHECK DAMAGE WEAR PHOTEION O CFVYES flC I TO PRFVAT EROSION. MEMO UN MO M OMRMSE STAMTQF D IN A MANNER MCEPTED BY THE CTn. V]. WE OXSINKNM SENSE K 51AtluZN AT WE END ONE EACH WIDENING DAY. IN 6 MEDICINE BSSOURI M rRMBEENI IRA U M CONSTRUCTION AND COMMERCE OF — SILT FENCE DETAIL CONCRETE WASHOUT AREA GRAVELMB Wx AWNGFMRONCMSWU M NOT TO SCAT£ NOTTOSCALE ISOMETRIC VIEW IN-RUISCE ELEVATION VIEW AND STANDARD, EC OELGM IONS RVAVELABLm I..WEIGHT ION ILOIJ USA .11 FACTOR lT ..a FLOW ARTS IW.DFRELYEMEB WENT LEE 0a- EDGECIE 0 DV MOT MA[IMDM WERILOW RACE IF SAID 1,I CFI IT -HEAD BROAD DRAIN INLET PROTECTION TOP SLAB MODEL(IP-3)ANNINNINNINNINNINSMAL NOTTOKAIE MIRA"FF OIL ROAD DRAIN R30R AP " N,I. R-351, BROAD DRAIN INLET PROTECTION (IP-2) MOTTOS E MAINTENANCE NOTES: ALL Ho D nonEnmTOSRETEDsnnEeavinWIN:RSTABILIZATIONI.EoAifER wPERSON Eni"° UALI Dxnea NTUUCIOOrloWnr.oS GNRwITN <rvwuAFTAARIA I ACHR A M HIDERS. ALL K050N AND semmINIAEON cONTNL MEASURES sMALLBE CLEARED AND REPAIRED INACCoxDANCE WIT« WE FOLLOWING SEMeLY . ALI FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECDME ISOxfuxRloxAL M THE MMWN7 REACHES FIR OF THE MIGHT M THE FENCE EM SHARPLY MOST BE MADE WITHER 24 HOURS OP OrsCWERY. DR AS WHEN AD FIELD CONDITIONS ALLOW ACCESS TEMPORARY AND PIRMxf ANT SEDIMENTATION BASINS MUM BE DARNED AND WE SEDIMENT TENDERED wWf OI OVED"EN E DEPTH OF sMERET SOCIETIES REK" D 1x THE BALMEs 2 WE STORAGE VDLVME DRAINAGE AND REMOVAL MUST K COMPLETED WRNIN n HODRM COLOSSUS, SEAS. As 111. OmOM ALIDW ACCESS ME PATH AID M THIS GENEMI PIAMm. MUST M NYECTEO FOR MKNCE Cl MOMENT LONSiRUClg WE VEHICLE CUT LOGnM5 MOST AT NOTIMUED FOR EVICENCEWOM. NI SEAMENT TMGMG ON101AVED III Wal. SEgMINT MUST B1 RWD FROM ALL ME WE FARGO SURFACES, -IS. 1. HO SEOF OMWERY,wIF APPOLANUM _ WORN A 5x1ER TIME TO COMPLY BUT PART N C 6 OF THE CONTROL WE CPTAKIM 6 PESPo161KE FOR WE OMNIIM AND M WM RACE OF TIAN MT AND PEN lx WATER WALTn MANAGEMENT WPS. AS WELL AS ALL MOsgN OFFELEFFEWHERN HAS oCO IMPOSE CEEPTIN GO PART 1105 INCH ul AREAt a THE STrt*«�T HAVE MOOT KEENRAWE RELYFTAWU UE�FSTHEE STARY RIFE HAS VNpFf�EA111.1 STARL.TIoN AMID A NOT THAT KEN WM nED TO WE MIN IF MDIMEAT EKNES THE CONSTRUCTION SITE, DO SUE ACCUMULATIONS OF SEDIMENT MEET BE REMOVED IN A MANNER AND Al AFBEWENC SUFFICIENT r0 MINIMIZE OFFSITEIMPACT IE G., VISITING SEDIMENT W MITSUI COULD K WASTED INTO CORM SEWER BY THE Npi RICH ARE/M PoY ALSEL,.10 USER M PCFO, STARTED 7 AT INFIL1 ION AREAS MUSE BE DISSECTED TO TARGET THAT NO SEDIMENT FROM ONGONG WNSTRUCION ACNmES IS REACHING THE IxFILTR LOX MG AND THESE MFAS AK PROTECTED FROM COMPARGN WE TO CONSTRUCTION SOUIPMEM DRIVING ACROSS THEINILTRITION AREA fra "o-FIN IE1W wMM1 . 1480D 28M he IL SW 140 Rfluet he 5117 AE3+715.8010 MISM" IUE44TE,&53P WEIR& MARNAIDEMESS Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN COUPON COURT Certification ,wIharTHIN wSDDA.,.PA<NW;,.W AS; I.e I,T N FIT my aXm ST Id that I am A WHIT ATPxNa ,HNSOOal E NG I NEER.1.1 th Im W t he SLUR LA MlnneSW. Jared F. JOnes MmoOnn Al. 46610 OVER 01/31/2014 W amen a AYVCHEY WSCH lam , M1M zhe Mm__. Mx JOY, Summary IBSMMd, (EVERY DID MDTOred:x AIDE I PAID: lam PEI SHATMOUTAL n OMIT MUI GL'31.R014 Revision History No, Date By Submittal / Revision A CIL9a0. DIG RmsfD PUMXG Sheet Title EROSION CONTROL NOTES & DETAILS Sheet No. Revision C5.03 A Project No. HOU19929 w ,GDININEENELEGEND PRO"', ExISTWG CURB B WOOLY STON. SEWER .i �N—i :.... •.`� �. SANRMYSOMP B� •. ) fl FORCEAWN ISAN.I NI WATERMAN 1 4 EASEMENT DRARTME ..• ••• '•— ELECTRIC TELEPHONE UTILTTY CONSTRUCTION NOTES A. COMMROP SXALL REFER TO ARCNITTODUAL PLANS FOR ERUCT LOCATIONS AND DIMEN510N501 VESFIBUIE.. PORCHES, RAMPS, TRUCK WEEKS, PRECISE BUILDING DIMENSIONS AND EMU BUILDING UTILITY ENTRANCE LOCATONS, 0, THE CONTRACLOR IS SRC6NALLY CAUTIONED THAT ME LOCATION AND/OR ELEVATION OF OUSTING UT ODES ASSHOWN ON THEY POURS IS BASED ON RECORDS OF ME VARIOUS MNY COMPANIES AND, WHERE POSSIBLE, MF UMDori MEN IN ME FIELD. ME INFORMATION SNOT TO BE REDEO ONMEELING"A"Y"F COMPUTE. MFCOHIMRGR MVSTGLLMFAPAOMIAR UOUTY COMPANY HR ATUASMBROURS BEFOPEANYDGV NTOREQUESTEYOLFFIEWLO MkOF UYNUIESI SICLLL BE ME RESP(IMIBILm OF ME CGXTMCT011 TO RELOCATE ALLOWING DOUBT. WNgI CONFLICT WON ME PROPoYDIMPROVEMENTS SHOWN ON ME PUNS THE IOCAEpNS OF YAMI UTIM6SHNEBE ORAINEO BYMECONIMRO0. BYCAlE1X000M1IERSTAR OEf LAILAT IGSIM.G. C. ME CONTRACTOR SHUT ME ALL PRECAU1pMS NECESSARY TO AVOID PRONE MY DAMAGE TO AW,,NT PROPERTIES ROUND ME WNSIRLILIpX NUSES OF M6 PROTECT, ME CONTRACTOR WILL BE HEIR HOTLY RESPOF6md FDA ANY DMIAGO TOME ADNCEM AOPFRTIES OCCLUDING WRING ME CONSTRLNTTOx MAYS OF Mn PROIL ER. O. SAFETY NOTICE TO RA IN ACCORDANCE ARM GEN URAILY ACCEPTED CONFORVLTIDH PRACTRE ME CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDOpM ON ME LOT SRC, MCUJDM6 SAFETY OF ALL REASONS AND PROPERTY DURING PERFORMANCE OF ME WORK. THIS REQUIREMENT WILL APPlY COAT ALOUSM Y AND NOT BE OTED TO NORMAL WORRYING HOURS. ME DUTY O THE ENGINEER OR THE DEVELOPER To CONDUCT CONSTRUCTLON REVIEW OF THE CONTRACTOR'S PERFORMANCE 6 NOT INTENDED TO INCLUDE REVIEW O ME ADEQUACY O ME COMRACDR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE, E. ALL AREAS OUTSIDE ME PROPERTY BOUNDARIES THAT ME DISTURBED BY UDUTY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6INCHES OF TOPSOIL PLACEI BENEATH THE SOD. F. THECOMRACDU SHALL BE RESPONSIBLE FOR PRMLIANG AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH M BANNKL ES,WARNINGSIGNS, DIRECTIONAL SIGN, FLAGMEN AND LIGHTS TO CONTROL ME MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT O TRANSFORTATH)X STANDARDS. G. PRIOR TO PLACEMENT O AGGREGATE BAY,ATEST ROLL WILL BE REQUIRED ON ME STREEF AND PARKING AREA SUBGRADE, ME CONTRACTOR SWE NIOV. A LOADED TANDEM AKLE MVD BOTH A GROSS WEWMOF MTONS. ME TESF ROUND SHAL U ATME DRECTION ONCE SAL$ ENGINEER W ANDSIEBECOMPLETEDIx AREAS ASOIRSN RECD"THELSENONEE.. ME"E.INEERSHALL DETERMwf wxlM YrnoN50FME sTRfETM PARKING ARFAARE uxYABIE. CORRErnoN DF ME w0GPA0E SNLS SVLLIY WMNE1E01x/.ttoRDAN3 wrOMEREWLREMExrs OF MESOLs FMGdED. N. MEQWUMCUGRMDMESwPPUER5HALL 0DERMIxEME MMMUM DIAMFFER REWIRED FOR EADISTDIIMYWERSTRUCTUM —CTnRRA SFWFR STRUCTURE SCHEDULE NUMBER' TYRE CASTING — CRAFT 01 CATCH BASIN MANHOLE R4353 CBMX 02 CATCH WIN RA353 •INDIGTEs NEENAH FOUNDRY CASTING NO., ORAPPROVED EQUAL "PROVIDE 27 INCH ROUND OPENING IN MANHOLE SUB COVER NOTE: THE CONTRACTOR AND THEIR SUPPUERSIULL DETERMINE THE MINIMUM AMMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. (T NORTH D 30 BO SCAIf IN FEET &infra m/B 11"Ift01TrLIBLm� 140M 28M AH R. St 140 Rflno^ YBg4W35511T 06314M,8010 BOW. 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SPFlM4DID \ �-M1C 9N q 1FE CRUX �qC ,/ldtlL PxE D POP—UP MP ROTATOR ILI.i Q, w-«cR uriNwm a LL rgz cam D2 RY1ER rv))R coi (1 a z) 8dw 12 { yKWR NIIX CWER ,E-.a drE �rwsl aME/roP a uucN O� ISIg1E cIX11P0. vkr �/ P C mY .D NIPTF (DOSE) a P.0 S w Eu P m(LMTIbSIR WIRED) 1 9UfX (, OR .) 1 PAID NYl«E RK m1 M RI (R-MCH E b X ) RAD TC . b 1EE oR ELL IY P,C scn w wzc «M^rcR pqC 1/.rFF/L ARD ®3o-IxC. w+..Di nii E REMOTE CONTROL VALVE ktj 1 mNn« NP1I .—ITERAL.TE1.1 �a n mr ARRIT .a' AIR uPa'N .Ne rPAus + > m 1. ;SEARER�ffim s H e m P �N Y ER . N ® N „ mm TA GRID FRACRETATEON RATES I NJAM_RLbN KA zE.A u .. m n K +>: a w 3v' u1. PERSra RcwiAIR 19-- A DRIP LINE TYPICAL LAYOUT Nu B LOW FLOW ZONE CONTROL VALVE KIT Nu Iw RNBI I TO, cox M1RE5 - P,au10E . IONILY. OR 3 OP �SIACN x VALI cusDN V.w wx a NL VKw MAUS s K PaUYNENM1Y LABEIm «M V&w d. CLEIAMCE PAVER VµW WR SUIE ,S - IYP.AU- yKYm VI IK olololol 3• IN. GMKL 8l4 - T9. µL aLIES C ZONE VALVE Nr.l 11111, amfra xl/Imh9 MN1r9 �M NMN.ed 14800 28M he 1131P iw PVro lMlnna 551/1 17M 416.W10 WWPI e VO z26.as32 plUrxe wnym)a.am Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Summary Dexg^ea:A D ApproreE: Bo Y/P g¢: yxe Share: SUfEYETTAt Innla' Issue: '31:1o14 Revision History No.Date By Submittal/Revision . 1/11(IDA UD nI—IE Pnenn4 Sheet Title IRRIGATION DESIGN BUILD REQUIREMENTS Sheet No. Revision L2.01 A Project No. HOU19929 Proposed Office / Warehouse Chanhassen West Business Park Addition business impact 9 f 0 v P Total Merchandise Agency aFF10E/WMENL1115E BIIRIING WsMINCTED OF: WA115 - PRECAST CgICREIE WALL PM4E1S VAN M TECNRµ CONCRETE BLACK ! CULTURED STOE ROOF - STEM BM JOISTS / STEEL RW DECK SITE NOON / GRACING OF SITE / ASPHALT - LMp$CMING 9Overall Site Plan p0 rw dr PROXCT am i.�Av Nxr�x¢ Ism i .ATM/ � am ss. / m mcv.W nMC) SEMACN . eI AYIFM1 V[-� A T MA4OIn UE -Ut NdFiC NIM M6An Y(- IV ..1 . rrWRTf. - Y'-C W A9x4) PMY,w REWOUDENM AM araANF.�v: e.aa`e ssi • xi® vR"a swx . rAaWx ImNNR a BrnTz W )T& /Mx �PRC`ADED 52ST�� sryu / z z6 Pam, n existing entrance ALB MNM!-.EM WT9W1/WMJADIp�pYO PROPOSED BUILDING n graphic afte plan 'tl0 WIOYW10Lsl11NOM WW�OAWRW� PERSPECTIVE VIEW from SOUTHEAST m BTBemeE I 11 . 1 — — — — — — — — — — — — — — — — — — — 4 — — — — — — — — — — — — — — — — — — — — — •I I O II 3 \ 36 4SQ. F II z \ z\ I \ I \ B 1 o, , \ 111 _maIy{ \ B �F � 3 NORTH , SITE PLAN ARCHMU e: HOUWMAN ARCHITECTS 31572 SNOWBALL ROAD PENGILLY, MN 55775 651i 1-0200 OFFICE 218-929-9171 PROJECT LOCATION: 2410 Galpin Court Chanhassen, MN 55317 BUILDING OWNER: Business Impact Group 2411 Galpin Court Suite 120 Chanhassen, MN 55317 GENERAL CONTRACTOR: NOTE: THIS SET OF PUNS IS FOR A DESIGN BUILD PROJECT. ANY INFORMATION NOT CLMIFIED BY MANUFACTURER, PERFORMANCE REQUIREMENTS OR DETAILS ON )HIS PUN SET ARE TO BE DETERMINED BY ME GENERAL CONTRACTOR AND THE OWNEK ANY DISCREPANCIES BETWEEN PUNS AND FIELD CONDITIONS WHICH REQUIRE THE CONTRACTOR TO CHOOSE ONE METHOD, DIMENSION OR MATERIAL OVER MOTHER ME TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE WDRII IS STARTED. FOR CLARIFICATION. SITE PLAN SUBMITTAL 1-30-14 S. PL SUBM. ADJUSTMENTS 2-19-14 BID SET CO SET JOB# 13-55 DATE DRAWN LH CHECKED BH Site Plan A1.0 32W—Cr xmm MA �,N IN FLOOR PLAN A,m wMr , _ r o J.8 NORR1 (4?L FLOOR PLAN MCNI ECT: HOUNAN ARCHITECTS 31572 SNOWBALL ROAD PENGIUY, MN 55775 651,6314NIO OFFICE 21&929-9171 PROJECT LOCATION: 2410 Galpin Court Chanhassen, MN 55317 BUILDING OWNER Business Impact Group 2411 Galpin Court Suite 120 Chanhassen, MN 55317 GENERAL CONTRACTOR NOTE: THIS SET OF PLANS IS FOR A DESIGN -BUILD PROJECT. ANY INFORMATION NOT CLARIFIED BY MANUFACTURER, PERFORMANCE REQUIREMENTS DR DETAILS ON THIS PLAN SET ARE TO BE DETERMINED BY THE GENERAL CONTRACTOR AND THE OWNER. ANY DISCREPANCIES BETWEEN PUNS AND RELD CONDRIONS WHICH REQUIRE THE CONTRACTOR TO CHOOSE ONE METHOD. DIMENSION OR MATERML OVER ANOTHER ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE WORN IS STARTED. FOR CLARIFICATION. SITE PLAN SUBMfnAL 1-30-14 S. PL SUBM. ADJUSTMENTS 2.19.14 810 SET CD SET JOB# 13-55 DATE DRAWN LH CHECKED BH Floor Plans A2.0 ©O © 00 00 O O O O Q O O O 0 O O Poem ••O �Q � � �'3 0 -j2 E)� O lY_ E).. �_ E) O Ei __ _! ��, 0 0 45 I H ELEVA ION FANG cunF ca Rr O © © C 00 00 (;ALIu - ETLEVATION FAOO2LLPMCgAT swa: , -0 Lg2rxw M I a I Y s Is s aErw / alaa / aBa< u,�R Or s 1 NwL/m M •Lr WBaw l0 Ia Ia1Al BOBBL Q M�ONBaFR�LOOT �Y�R4 -. F R MFs �l �� YRr IRL •M�� I�r R 1lIL �y Ism Ina ann aavr .EIrMI r a nJ� aa� alas eaB� ma I:l a�Flat a awa lao Ala IBr. 9� ALL MIAs a aaa © B� mm aAEs IRM M IBOR -�arrsFBl�w� �R/wFvyRejR R% I�+�q �NaIu1BR rar ML s� IMr Fri p n�a� lac S RIIOBaas lua I..d =M&T M Rarer um MM M IR S IAniiiaiiiic; RIM ® B� Ia3BI� wl s t av BLa� asriiiiiiiiiiiammm ® v�RwaveloapoRlwvrlMamsa�R,•Oa11J�Fl�u ®SOUTH EAST VIEW NO 8CA1E ®SOUTH EAST VIEW NQ acWc mSOUTH EAST VIEW NQ Ne.MB ARCNRE` HOUNAN ARCHITECTS 31572 SNOWBALL ROAD PENGILLY, IN 55775 651-6314200 OFFICE 219 929-9171 BRIANWHOUWMAN@YANOO.COM PROJECT LOCATION: 2410 Galpin Court Chanhassen. MN 55317 BILGING CANER_ Business Impact Group 2411 Galpin Court Suite 120 Chanhassen, IAN 55317 GENERAL CONTRACTOR: NOTE: THIS SET OF PUNS IS FOR A DESIGN -BUILD PROJECT. ANY INFORMATION NOT CURIFIFO BY MANUFACTURER, PERFORMANCE REQUIREMENTS OR DETAILS ON TNIS PUN SET ARE TO BE DETERMINED BY ME GENERAL CONTRACTOR AND THE OWNER. ANY DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS WHICH REQUIRE THE CONTRACTOR TO CHOOSE ONE METHOD. DIMENSION OR MATERML OVER ANOTHER ARE TO BE BROUGHT TO THE ATTENNON OF ME ARCHITECT BEFORE WORN IS STARTED. FOR CLARIFICATION. SITE PLAN SUBMRTAL 130-14 S. PL SUBM. ADJUSTMENTS 2.19-14 BID SET CD SET JOB# 1355 DATE DRAWN W CHECKED BN Exterior Elevations A3.0 Proposed Office/ Warehouse Chanhassen West Business Park Addition busin�ss inipact gro■p Total Merchandise Agency SCOPE OF PROJECT: OFFICE/WAREHOUSE BUILDING CONSTRUCTED OF: WALLS — PRECAST CONCRETE WALL PANELS WITH ARCHITECTURAL CONCRETE BLOCK & CULTURED STONE ROOF — STEEL BAR JOISTS / STEEL ROOF DECK SITE WORK / GRADING OF SITE / ASPHALT — LANDSCAPING. .CT TION Overall Site Plan no scale GIIY OF CHANHASSEN SITE REQUIREM-rIT` PROJECT SITE: TOTAL SITE- 90,082 S.F. GREEN SPACE- 21,762 S.F. / 24% COVERAGE HARD SURFACE (BLDG & ASPHALT) 68,320 S.F. / 767 COVERAGE PROJECT SETBACKS: WEST PROPERTY LINE - 10'TO ASPHALT NORTH PROPERTY LINE - 10' TO BUILDING SOUTH PROPERTY LINE - 10' TO ASPHALT EAST PROPERTY LINE - 50'-0- TO ASPHALT PARKING REQUIREMENTS MAIN FLOOR TOTAL S.F. = 36,240 S.F. ACTUAL USES LISTED BELOW 6,000 USEABLE S.F. OFFICE (2 FLOORS, 3000 S.F. EA.) / 1000 S.F. X 5 = 30 STALLS 33,240 S.F. WHSE. = 1 STALL PER 1000 S.F. FOR EACH OF THE FIRST 10,000 S.F. = 10 STALLS 23,240/ 2,000 = 12 STALLS TOTAL PARKING REQUIRED 52 STALLS TOTAL PARKING PROVIDED 52 STALLS — OF WHICH / 2 REQUIRED TO BE H,C, ACCESSIBLE STALLS. / 2 ARE SHOWN existing entrance o �o,,ECT aA� - � MATEAALB � Me,Ta-No arTAnNCEs graphic site plan At0 noon bu" bcd w% "0w areas, wwwgxw �j:) PERSPECTIVE VIEW from SOUTHEAST 00 I 0 oa � 2\\ I \ 36, SQ. F \ » 50 r ^ 9 1 1 SITE PLAN 0 r z ARCHITECT: HOUNAN ARCHITECTS 31572 SNOWBALL ROAD PENGILLY, MN 55775 651-631-0200 OFFICE 218-929-9171 BRIANWHOUWMAN@YAHOO.COM PROJECT LOCATION: 2410 Galpin Court Chanhassen, MN 55317 BUILDING OWNER: Business Impact Group 2411 Galpin Court Suite 120 Chanhassen, MN 55317 GENERAL CONTRACTOR: Official Copy—�,. Community Development Dept., NOTE: THIS SET OF PLANS IS FOR A DESIGN -BUILD PROJECT. ANY INFORMATION NOT CLARIFIED BY MANUFACTURER, PERFORMANCE REQUIREMENTS OR DETAILS ON THIS PLAN SET ARE TO BE DETERMINED BY THE GENERAL CONTRACTOR AND THE OWNER. ANY DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS WHICH REQUIRE THE CONTRACTOR TO CHOOSE ONE METHOD, DIMENSION OR MATERIAL OVER ANOTHER ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE WORK IS STARTED, FOR CLARIFICATION. SITE PLAN SUBMITTAL 1.30.14 S. Pl. SUBM. ADJUSTMENTS 2-19-14 BID SET CD SET JOB# 13-55 DATE DRAWN LH CHECKED BH Site Plan Al wO ARCHITECT: Ell C 1 45'-0" AIN FLOOR PLAN SCALE: 1 /16" = 1'-0" 45-0" 45'-0" 328'-0" 40'-0" 367'-0" 40'-0" 40'-G" 40'-0" 33'-0" 7'-0" M Q33'-0" O 7'-0" 0 I z 2nd FLOOR PLAN A20 SCALE: 1 /16" = 1'-0" HOUNAN ARCHITECTS 31572 SNOWBALL ROAD PENGILLY, MN 55775 651-631-0200 OFFICE 218-929-9171 BRIANWHOUWMAN@YAHOO.COM PROJECT LOCATION: 2410 Galpin Court Chanhassen, MN 55317 BUILDING OWNER: Business NORTH Impact Group 2411 Galpin Court Suite 120 Chanhassen, MN 55317 GENERAL CONTRACTOR: NOTE: THIS SET OF PLANS IS FOR A DESIGN -BUILD PROJECT. ANY INFORMATION NOT CLARIFIED BY MANUFACTURER, PERFORMANCE REQUIREMENTS OR DETAILS ON THIS PLAN SET ARE TO BE DETERMINED BY THE GENERAL CONTRACTOR AND THE OWNER. ANY DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS WHICH REQUIRE THE CONTRACTOR TO CHOOSE ONE METHOD, DIMENSION OR MATERIAL OVER ANOTHER ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE WORK IS STARTED, FOR CLARIFICATION. SITE PLAN SUBMITTAL 1.30.14 S. PL SUBM. ADJUSTMENTS 2-19-14 BID SET CD SET JOB# 13-55 DATE DRAWN LH CHECKED BH Floor Plans A2,0 III a �w� �wtw�s� wa. Ewa w �o ww■w14 a w awe RL � / x• x 0 w USIONL K M 01 NI■m oouolt La�slol� / x w �� LILiN. MII�N►ro olsz M aN 000a r x r aLL 000x ooaR rani �� / siar■� / 000x L�MZ r x r �� as Ww ooae �rwro Lwiwo s�oiM � WaoM oowia N i WK Uw ME air �uriw ewe �r UWLML srao . ssK awLorr �crLw� M aR NSM am arc am rwrt rrr ee�rw► �e�e re �� rry � w�r< wv er•_ ssD oaiasR sxx Lanrox�aL rcaiL � sxor» raw '�IO�T !M[ IIaMn � OOIMt7t � � � eew� ear �■e�r SNP %wm% RJR w% �eI w mmomft xrLrM u% am mw * 1 � ELM-IMMLVIOO 0.WaRf-C! YI WA" OA 00� M �•" M s - IMYM m �I � Duns► LMW way M � M = �RANL mr ! m � LOT6 = 1110 PUML i rwL M r A /WMK Oast > OI00lNtt ML AM'dl AMe� Q IIAII■1■s revel ms e� r■eer �A eatr _ m�Q A _ 1 _ man- _ P LME i r � r ik S4 i dta A — CONSULTANT CONTACT LIST: DEVELOPER/OWNER BUSINESS IMPACT GROUP 2411 GALPIN COURT CHANHASSEN, MN 55317 TEL952-278-7822 CONTACT: ARCHITECT BRIAN W. HOUWMAN ARCHITECTS, LLC 31572 SNOWBALL RD PENGILLY, MN 55775 TEL651-631-0200 CONTACT: BRIAN HOUWMAN GEOTECHNICAL COMPANY ADDRESS ADDRESS TEL FAX CONTACT: Site Development Plans Business CIVIL ENGINEER MFRA INC. 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL763-476-6010 FAX 763-476-8532 CONTACT: JERRY BACKMAN SURVEYOR MFRA INC. 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL763-476-6010 FAX 763-476-8532 CONTACT: MARCUS HAMPTON LANDSCAPING MFRA INC. 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763-476-6010 FAX 763-476-8532 CONTACT: JIM KALKES for mpact Group Chanhassen, Minnesota VICINITY MAP NO SCALE —SHEET INDEX SHEET DESCRIPTION C1.01 TITLE SHEET C2.01 EXISTING CONDITIONS PLAN C3.01 SITE PLAN C4.01 GRADING PLAN C5.01 EROSION CONTROL PLAN - PHASE 1 C5.02 EROSION CONTROL PLAN - PHASE 2 C5.03 EROSION CONTROL NOTES & DETAILS C6.01 UTILITY PLAN C9.01 DETAILS C9.02 DETAILS L1.01 SITE LANDCAPE PLAN L1.02 SITE LANDCAPE DETAILS L2.01 IRRIGATION DESIGN BUILD REQUIREMENTS PRINTED FEB 19 2014 MFRA, Inc. • a9 9 a dwira I 14800 28th Ave. N. Ste 140 Plymouth, Minnesota 55447 (763) 476.6010 telephone 1763) 476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Certification 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 professional ENGINEER under the laws of the state of Minnesota. Jared F. Jones Registration No.46610 Date: 01/31/2014 If applicable, contact us for a wet signed copy of this olan which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed:IB Drawn: DID Approved: JJ Book / Page: xx/XX Phase: SUBMITTAL Initial Issue: 01/31/2014 Revision History No. Date By Submittal / Revision A 2/19/2014 DJD REVISED PARKING CtN RECEIVED MSEN FEB 19 2013 CHANHA9B WWAM" Sheet Title TITLE SHEET Community Development Dept~ Sheet No. Revision Cle0l A Project No. HOU19929 -11:24am - Ws , 225 AS960.4\ i -ST CB .-948. 4 RIM=959.30 = RIM=9 9.27 / LEGENDLE.=953.90(N)(E) I.E.=91.17(W) It• FOUND MONUMENT>iI—WATERMAIN EASEMENT LINE o 100 / SET MONUMENT (�>�5 SANITARY SEWER - • —- — -- SETBACK LINE tj ,y♦; ♦ w EM BITUMINOUS SURFACE r \\\ \\ \\� _ N O ELECTRIC METER �>> STORM SEWER — A — RIGHT OF ACCESS » ♦�♦, �� ' / } ; \\ \�^ LIGHT �FLARED END SECTION CONCRETE CURB \ �. 1 j \ \ \\`\ Ac AIR CONDITIONER uE —;D ELECTRIC TRANSFORMER BUILDING LINE rIIIIII` TIP S605VI90W 521,05 / -, I \ \ \\ \ ;_ t—GUYANCHOR c�UT-0 TELEPHONE PEDESTAL --------- BUILDING CANOPY ��—------------- � — � _ —ssi— _ — _ _ _ `---- ----- — ���a�� / HANDICAP STALL c�ue� GAS METER BITUMINOUS SURFACE \ / -- — — — — — — — — — — — — — _ =_961� _ g 2� UTILITY POLE ow OVERHEAD WIRE CONCRETE SURFACE --�------03 — \ 1 _ — — — — \ \ \ ; T G ■ GUARD POST o— CHAIN LINK FENCE LANDSCAPE SURFACE \ _ / I, , / \ \ 10 g / • BOLLARD S— IRON FENCE ^ 963- 1 \ \\ \ t^ c \.__a � / / � ♦ ♦ � — — — � 963 — a +SIGN —x— WIRE FENCE S u '. DECIDUOUS TREE Av / —o— WOOD FENCE w-T \ j • \ / �/ 1 I i — 96a— \\\\\ CONIFEROUS TREE `959 J #5 \ I I I \ 12' REE ' a 1O� / 1� \ \ \ 1 �'�%�'♦ \ �-- \ III\ \\1\ W / � Q^ \ I \ �9 V �r ♦ 9(N (E) s(s) 10 SIG \ �6 \ 96''\ \ I \`III elo _ \ I L 100 IZk , r \ F1JT PFjt PtA s'\ \ \n \ \\ s \ \ ` — — — — — ANHAS F•AM �NESS PARK \ 1 q69 \ Q p�\3I F �° \\ s9 i \ \ \ �_ \ \ \ DRA � \ ST OF CIA SAN s ! 7'ocB \ ` \ REMOVE EXISTING s91 I I \ \'� \ RIM-95 s2'\\ \ \ \ STORM STRUCTURE J \ \ , ,'� ��j� o I.E.=947. 7(N)(SE a JS \ \ \ / \ 9 AND 40 LF OF PVC. 1 2 �� — ' ry ,j . \ \ ST CB \ J � Fo avww? Fo o�syse. I.E.=954.t�(SW) \ Fo \ ST CB \ 95 I • ' \\ \ \ \ I / 1` Q. ' / RIM=957.27 I.E.=950.47(N) I \ \ \ \ _ -Fo Fo M / 1 I ,,, �,� s SAN MH P I.E.=953.47(E) 00 �\ \ � Fo — �oa�.25 W 327.62 / I /=—�� RIM=966.61 I.E.=952.22(SE) I.E.=950.37(W \ p � \ \ ` \ 1 7 ?f• \ ��y�. FO INIII Fo UIL C 2�— � ST CB I RIM=959.7 I = .14(NE) I.E.=953.74(S) I.E.=953.04(W) Fo > \ B11L1M1NOU 96a t •� 96,r \ ') \96�\ �96GA�pIN c � � i /\SAN MH ` RIM=960..§g,IIIIIIII— _,.I&.--946.65(N)(S) I.E.=946.50(E)(W) a a C D s6\ I.E.=945.61(E)(W) -DESCRIPTION LEGAL DESCRIPTION Those parts of Lots 1 and 2, Block 1, Chanhassen West Business Park, Carver County, Minnesota, according to the recorded plat thereof which lies southerly of the following described line: commencing at the southeast corner of said Lot 1; thence North 10 degrees 53 minutes 35 seconds West on an assumed bearing a distance of 142.22 feet along the easterly line of said Lot 1 to the point of beginning of the line to be described; thence South 89 degrees 55 minutes 19 seconds West a distance of 521.05 feet to the westerly line of said lot 2 and said line there terminating. DRAINAGE AND UTILITY EASEMENT A 10 foot wide drainage and utility easement over, under, and across Lots 1 and 2, Block 1, Chanhassen West Business Park, Carver County, Minnesota, according to the recorded plat thereof, the centerline of said easement being described as: commencing at the southeast corner of said Lot 1; thence North 10 degrees 53 minutes 35 seconds West on an assumed bearing a distance of 142.22 feet along the easterly line of said Lot 1 to the point of beginning of the centerline to be described; thence South 89 degrees 55 minutes 19 seconds West a distance of 521.05 feet to the westerly line of said Lot 2 and said centerline there terminating. NORTH 0 30 60 SCALE IN FEET ii • o'y"' 1 1 gjv*g *Vg 8001.0k� 14800 281h Ave. N. Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone (7631476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Certification 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 professional ENGINEER under the laws of the state of Minnesota. Jared F. Jones Registration No.46610 Date: 01/31/2014 If applicable, contact us for a wet signed copy of this plan which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: JB Drawn: DJD Approved: JJ Book / Page: XX/XX Phase: SUBMITTAL Initial Issue: 01/31/2014 Revision History No. Date By Submittal / Revision A 2/19/2014 DJD REVISED PARKING Sheet Title EXISTING CONDITIONS PLAN Sheet No. Revision C101 A Project No. HOU 19929 1 L 100 G) J Q0 ADO —LEGENC PROPERTY LIMIT CURB & GUTTER EASEMENT BUILDING RETAINING WALL WETLAND LIMITS TREELINE PROPOSED EXISTING STANDARD DUTY — — — — — — — — — — — — ASPHALT PAVING SAWCUT LINE SIGN PIPE BOLLARD NUMBER OF PARKING STALLS PER ROW O KEY NOTE O —DEVELOPMENT SUMMARY AREA GROSS SITE AREA IMPERVIOUS AREA = 76% GREEN SPACE = 240A ZONING EXISTING ZONING PROPOSED ZONING PARKING REQUIREMENTS OFFICE 5/1000 SF = 30 STALLS WHSE. 1/10001ST 10,000 SF 1/2000 AFTER 1ST 10,000 SF = 22 STALLS DEVELOPMENT NOTES ` HEAVY DUTY ASPHALT PAVING • CONCRETE PAVING a 90,082 SF 2.07 AC 68,320 SF 1.57 AC 21,762 SF 0.50 AC PUD PUD 52 STALLS REQUIRED 52 STALLS PROVIDED A. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. B. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED. C. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. D. ALL PARKING STALLS TO BE TIN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. E. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. F. SEE ARCHITECTURAL PLANS FOR MONUMENT SIGN DETAILS G. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE. H. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. I. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.080/0 (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. 1. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO THE HIGH WATER LEVEL OF ALL PONDS. KEY NOTES A. BUILDING, STOOPS, STAIRS- SEE ARCHITECTURAL PLANS. B. B-612 CONCRETE CURB AND GUTTER. C. MATCH EXISTING B-618 CONCRETE CURB AND GUTTER. D. TRANSFORMER PAD E. CONCRETE SIDEWALK - SEE ARCHITECTURAL PLANS. F. 2' CURB CUT. G. RETAINING WALL- SEE ARCHITECTURAL PLANS. H. ACCESSIBLE RAMP. I. ACCESSIBLE PARKING SIGN. J. STOP SIGN K. PIPE BOLLARD L. 3' CURB CUT NORTH 0 30 60 SCALE IN FEET infra 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (7631476.6010 telephone C7631476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Certification 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 professional ENGINEER under the laws of the state of Minnesota. Jared F. Jones Registration No.46610 Date: 01/31/2014 If applicable, contact us for a wet signed copy of this plan which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: 1B Drawn: DID Approved: JJ Book / Page: Xx/xx Phase: SUBMITTAL Initial Issue: 01/31/2014 Revision History No. Date By Submittal / Revision A 2/19/2014 DID REVISED PARKING Sheet Title SITE PLAN Sheet No. Revision C3901 A Project No. HOU19929 SCANNED r, LEGEND /l PROPOSED EXISTING PROPERTY LIMIT 1,'� 100 A CURB &GUTTER I' ~-'UM �_ .. --DRAINTILE ER 0- 00 - ►►► - ►►► - - > - ^�/ 1 STORM SEW -1 0- DD BUILDINGi { \ 1 RETAINING WALL 00000000000 t WETLAND LIMITS IL 961- - - - - - - _ 962 - - 961 _ z1 / tMMM/ _-_ �1, 11 1� ` a SPOT LE 962.5 962.5 i 5 } yo2 958.74 960.0 _ - _ - ELEVATION i� by l „ of 958.53 - - - - 2 1 1 1 SPOT ELEVA X X ` v i ` 959. 3 3.0% _ X - 9ss- - - - - - - 9 11,11, 111� \ <'. fist `_' 0 CONTOUR ��902�i 90 6`� i `'' i °' RIP RAP `' �ss\� / EOF 958.30 OVERFLOW ELEV. 964- 9oz.s -959 PROPOSED BUILDING SOILBORINGS5$1D4256 958.8 \ \9600 36,240 S.F. 958.FFE=964.0 9S9.4 \ / s / \ :il 959.29 \ 1 � �....... 99.696 _ So --- 660.---- �� \ 964.0 S II I ( \ / f` r Q \ ` \ 961 61.�X 9615 \ 964.0 I 9ID X 1 ssa. V ' 01 1N ._..A' 962.7 ' 41' 62.9 \ 63.85 A 963.85 11111 IN I/ T 963 \\ fl i2.1 961.88 / 961.22 J , V A 7 H 0.9% 2.I1 62 \ Ln Y 0.816 960.66 960.43 X 1.2% 981 960.8 9 1.2 �X 96063 _ V` 959.6 _ - - -- n � � J /P, -GRADING NOTES A. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. B. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "GUTTER OUT" WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS "GUTTER IN" CURB. C. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5%(1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. D. THE CONTRACTOR IS CAUTIONED THAT "THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-02 TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1-800-252-1166). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. E. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. F. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. G. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: COMPANY: TO BE DETERMINED ADDRESS: PHONE: DATED: THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. H. THE CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDEUNES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EMU LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHERS TATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SHE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. Feb 19. 2014 - 11 2S.m - User 22S L\PROJECTS\HOU19929\dwe\Civil\Final\19929-04 GRADEAd g I1 \ - \ \ 963.86 dP1 �J` I \ \ 1 1 ADD sa \ al 33 231 % 963 -44 T� \ ao J? 63.29 .966.0 v 9`W:963.8 - J 1 �I '62 C 963.IV 2 yam-- ..- 96i 02 \� r -� \°ks �s Xt- ,_-_- 1 PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. J. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS ATEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER. K. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOIA DEPARTMENT OF TRANSPORTATION STANDARDS. L. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. N. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 4 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4 INCHES. O. TRENCH BORROW CONSTRUCTION: IF ALLOWED BY THE OWNER, THE CONTRACTOR MAY COMPLETE "TRENCH BORROW" EXCAVATION IN AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. TRENCH BORROW EXCAVATION SHALL BE COMPLETED IN GREEN SPACE AREAS. TRENCH BORROW CONSTRUCTION SHALL BE COMPLETED ONLY WITHIN THE PLAT BOUNDARIES. TREES SHALL NOT BE REMOVED OR DAMAGED AS A RESULT OF THE EXCAVATION, UNLESS APPROVED BY THE ENGINEER. THE EXCAVATION SHALL COMMENCE A MINIMUM OF 10 FEET FROM THE LIMIT OF THE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO 1 FOOT VERTICAL (1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROW EXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION, AND SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT SPECIFICATION 210S.3F2. SNOW FENCE SHALL BE FURNISHED AND PLACED ALONG THE PERIMETER OF THE TRENCH BORROW AREA WHERE THE SLOPES EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1). P. FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. Q. TOLERANCES 1. THE RESIDENTIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 2. THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 3. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 4. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. S. TOPSOIL SHAD- BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. R. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. S. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "SITE MAP". THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. THE CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. T. FILL PLACED WITHIN THE BUILDING PAD AREAS SHALL BE IN CONFORMANCE WITH HUD/FHA PROCEDURES AND DATA SHEET 79G. U. IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT REVIEW, DISCUSSION AND APPROVAL FROM THE PROJECT ENGINEER. V. RETAINING WALLS) SHALL BE CONSTRUCTED OF BOULDER WALL MATERIAL. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND LOCAL AUTHORITY CERTIFIED ENGINEERING DRAWINGS, DESIGN CALCULATIONS AND SOIL BORINGS. THE CERTIFIED ENGINEER FOR THE RETAINING WALL(S) SHALL PROVIDE CONSTRUCTION OBSERVATIONS OF THE RETAINING WALL IMPROVEMENT, AND A LETTER CERTIFYING THE INSTALLATION OF THE WALL(S) WAS CONSTRUCTED IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. NORTH 0 30 60 SCALE IN FEET Rnf ra 9 �g Pig 14800 28111 Ave. N. St8140 Rpoutk Minnesota 55447 (7631476.6010 telephone 17631476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Certification 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 professional ENGINEER under the laws of the state of Minnesota. Jared F. Jones Registration No.46610 Date: 01/31/2014 If applicable, contact us for a wet signed copy of this plan which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed:JB Drawn:DJD Approved: JJ Book / Page: xx/xx Phase: SUBMITTAL Initial issue: 01/31/2014 Revision History No. Date By Submittal / Revision A 2/19/2014 DID REVISED PARKING Sheet Title GRADING PLAN Sheet No. Revision C4e01 A Project No. HOU19929 SCANNED A 59 N 4\ I - ST CB :.=948. 4 RIM=959.30 �_\ RIM=9 9.27 n/ / I.E.=953.90(N)(E) \'i Y I I I.E.=91.17(W� I I r ,ao ry / BITUMINOUS SURFACE I _ G) OD ' f �>_� Ji � f —_7_ _ _ _ _J� —� �e'�ii� �i — r— 962�I —_ '— ~... 963- \ \ ` \1\\ll l \`1 10 '1, \+� I \ •� 963- \A y / 'g5g J CF4-I v I I 12' REE �. +- 971 9(N (E) y c ♦ S \\ \ \ 'sa` \ ` \ _ \ \ / .9e \ I I I I O (� I sa. o�\ 7c1 \ \ ♦ \ \ \ 2 L ,00 N�9 OF I9RIM =5 62\ 75e �\\ \ \ \ \ Fo7(N)(SELE.=9S9\\ I `1ST)CB \ \ _ FO9b9. \ RC �° \i M=958. \ 4 _ BEN 1B� \ ,� \ \ I LE.=954.1,2(SW) I \ j 0 T _ Fo INN` 9m� \ 10 A5\I\ \F0�— ST CB \ RIM=957.27 _ - \ N Fo I.E.=950.47(N) \ \ Fo -� / 1 -�� SAN MH LE.=953.47(E) �' �\ Fo �\ \ Fo — �� \— D \ RIM=966.61 I.E.=952.22(SE) �� / 1 _ f-1 D 9s6 I.E.=945.61(E)(W) I.E.=950.37(W Fo / 1-1 / D \ Y ��\ ` Fo _ a �I_ �RfA \ — A. / / � `s - 'PCp \ F'o \ _ D INOUS sr RII�' �.92 i /% C0�� 962\ �� \ \\ \ _ I.E.=947. E) h / c I.E.=947.37(S)_— _ r— ST CB � -'�— 44 24" RCP IM=958.20 \ 44 -�- 44 -� 44 I..- 2.40(NW) ST CB I.E.-95 .50(� RIM=959.7 _ J �Et95 .13 4( I.E.=953.74(S) �-- I.E.=953.04(W) Feh 19 2014 -11 7Sam - User225 L\PROIEQS\HOU1%29\dwe\Civil\Final\39929-05 EROS dwg 96, G A � a\ \SAN MH RIM=960.jQe.�' _,.Jk '946.65(N)(S) I.E.=946.50(E)(W) SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE — LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER 0— 00 --a 0 DD 0 DRAINTILE — ►00 — ►00 — — 000 — 000 — CONTOUR 902 — —902— — RIP RAP OVERFLOW ELEV. E0F so2.s SILT FENCE - - - SF - - — SF — SILT DIKE - - - SD - - — SD — LIMITS OF DISTURBANCE SOIL BORINGS I� ST-9 PA-10 DIRECTION OF OVERLAND FLOW ^� TEMPORARY DIVERSION — 0� DITCH CHECK DAM LIMITS DRAINAGE SUB -BASIN BIO-ROLL 41100 INLET PROTECTION DEVICE 1 ® IP-1 INLET PROTECTION DEVICE 2 ® IP-2 TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN SB TEMPORARY STORAGE AND PARKING AREA TS TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS S M OUTLINED IN THE SWPPP) —SEQUENCE OF CONSTRUCTION PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE -CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 6. CLEAR AND GRUB THE SITE. 7. BEGIN GRADING THE SITE. 8. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. NOTE TO CONTRACTOR THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE 0 150 SCALE NORTH 30 S — IN 60 iia FEET • 14800 28th Ave. N, SW 140 Pymoutll, Minnesota 55447 C/631476.6010 telephone V631476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN! MN GALPIN COURT Certification 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 professional ENGINEER under the laws of the state of Minnesota. Jared F. Jones Registration No.46610 Date: 01/31/2014 If applicable, contact us for a wet signed copy of this plan which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: JB Drawn: DID Approved:li Book / Page: xX/XX Phase: SUBMITTAL Initial Issue: 01/31/2014 Revision History No. Date By Submittal / Revision A 2/19/2014 DJD REVISED PARKING Sheet Title EROSION CONTROL PLAN - PHASE 1 Sheet No. Revision C5e01 A Project No. HOU19929 rol 961 i 961 - --- - 1 } - IP1 z QSJ 0`96?, nnnSOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER 0— ►► _♦ 0 DD —� DRAINTILE — ►►► — ►►► — — obo — o00 — CONTOUR 902 — — —902—rim RIP RAP OVERFLOW ELEV. EUF 902.5 SILT FENCE --NSF---SF— SILT DIKE — — — SD — — — SD — LIMITS OF DISTURBANCE SOILBORINGS ST-9 PA-10 DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH CHECK DAM LIMITS DRAINAGE SUB -BASIN BIO-ROLL INLET PROTECTION DEVICE 1 ® IP-1 INLET PROTECTION DEVICE 2 ® IP-2 TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN � / ,.^,., \ )--t► TEMPORARY STORAGE AND PARKING AREA TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPPP) SEQUENCE OF CONSTRUCTION PHASE II: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT NOTE TO CONTRACTOR THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE Feb 19. 2014 - 112Sam - User225 L\PROJECTS\HOU19929\dwe\Gvil\Final\1992"5 EROS.d.R 0 Rim SCALE 60 iiii FEET 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (763) 476.6010 telephone C7631476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Certification 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 professional ENGINEER under the laws of the state of Minnesota. Jared F. Jones Registration No.46610 Date: 01/31/2014 If applicable, contact us for a wet signed copy of this plan which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed:JB Drawn: DID Approved:» Book / Page: xX/XX Phase: SUBMITTAL Initial Issue: 01/31/2014 Revision History No. Date By Submittal / Revision A 2/19/2014 DID REVISED PARKING Sheet Title EROSION CONTROL PLAN . PHASE 2 Sheet No. Revision C5902 A Project No. HOU19929 EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" t N TIC C Y r LL a JGyW ♦ J m - u T4apT Tk. °.� iiST. : 4 �r yjtLDYER Gh a tcRr _ Fpf f; d Ssfie$BFApY'p4Y. E. IVAY OR. YRL ,. ♦R 1 BILE SALE A, in Q 5 CORPEVt•T£ � � � i Ytp+ 't P ARB�ETL11r 15 o aR. FcT. ao- pA ifR F°ptp Nyt� � q. b , T � i' �w 41 9RIpAl T'REft � � �tC" o YY �� Bp J f iiF ep ...+ IT >�E CAFE RE1d F SITE 7p. � �tA GT. .5 a 2 4 L 0LYNA 6 IQ ��. tJ :' ty 2''♦' W � CL CT. TI169 15 fRN -ti V4D;Y H I 2122 Pi. y 1 Y1t, 'Pp xAZELTiRE IB � gat v� N Q I W / WILLS ON. � 17 Y� N.T.S. `'� •.?`� � SITE LOCATION MAP NOT TO SCALE G O P�P�O O O° 0 O �00 O 009(! 2" TO 3" GRAVEL CONSTRUCT 2' HIGH BERM WITH MAXIMUM SIDE SLOPE OF 4:1 00 �C p 0 O 00 000 o00 NOTE: THE ROCK ENTRANCES SHALL BE INSTALLED o 000 PRIOR TO THE START OF ANY SITE WORK THE ROCK ENTRANCES SHALL BE INSPECTED FOLLOWING EACH RAINFALL. MAINTENANCE OF THE ROCK ENTRANCES SHALL INCLUDE ATOP DRESSING OF NEW GRAVEL, OR Q.Ea REMOVAL AND REPLACEMENT OF THE GRAVEL AS NEEDED, TO KEEP THE ENTRANCE FREE FROM COLLECTED MUD. ROCK ENTRANCE DRIVE NOT TO SCALE DEVELOPER/OWNER: xxxxxxX xxxxxxx xxxxxxxx xxx-XXX-xxxx SITE OPERATOR / GENERAL CONTRACTOR SUPERINTENDENT: ■ Feh 19. 2014-1125am - Jse,22S ISOMETRIC VIEW 2" X 2" WOOD OR STEEL T-POSTS DIRECTION OF DRAINAGE z ti USGS MAP NOT TO SCALE WOVEN MONOFILAMENT GEOTEXTILE MATERIAL BACKFILL 6" X 6" TRENCH UNDISTURBED SOIL SILT FENCE DETAIL NOT TO SCALE SPECIFICATIONS AND STANDARDS • AISC MANUAL OF STEEL CONSTRUCTION, 9TH EDITION • AWS STRUCTURAL WELDING CODE -STEEL, 01.1-94. • 29 CFR 1926-OSHA SAFETY AND HEALTH STANDARDS DESIGN LOADS ALLOWABLE AXLE WEIGHT LOAD SAFETY FACTOR WATER FLOW RATE (THROUGH POLYESTER FILTER) MAXIMUM OVERFLOW RATE IN -PLACE ELEVATION VIEW 20000 LBS. 2:1 0.476 CFS @ 3" HEAD 1.074 CFS @ 15" HEAD 1.113 CFS @ 6" HEAD 1.575 CFS @ 12" HEAD AVAILABILITY STOCK ROAD DRAIN INLET PROTECTION TOP SLAB MODEL (IP-3) NOT TO SCALE 12" SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 2'-0" MIN -,, GROUND COMPACTED EMBANKMENT J 8' X 8' MIN OR AS MATERIAL(TYP.) REQUIRED TO CONTAIN WASTE I 3:1 OR FLATTER CONCRETE SIDE SLOPES NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 10 MIL THICK PLASTIC LINER. 3. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUTAREA IS OFF PAVEMENT. 4. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, ATTHE WASHOUTAREA, AND ELSEWHERE AS NECESSARYTO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 5. THE CONCRETE WASHOUT AREA. SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 6. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 7. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. CONCRETE WASHOUT AREA NOT TO SCALE MIRAFI FF101^V ROAD DRAIN CASTING APPLICABILTY • NEENAH R-3067 • NEENAH R-3512 -ROAD DRAIN INLET PROTECTION (IP-2) NOT TO SCALE GENERAL EROSION NOTES: 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND MFRA STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND/OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE MEASUREMENTS TAKEN IN THE FIELD. THE SUBSURFACE UTILITY INFORMATION V O SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI ASCE 38-02 ENTITLED Q Q / "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE C LOCATIONS OF SMALL UTILITIES SHALL BE STAINED BY THE CONTRACTOR BY CALLING MI NNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454 O -0002 HE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN 3. T ON THIS PLAN ARE BASED UPON A TOPOGRAPHIC SURVEY PREPARED BY MFRA DATED 01-31-2014. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, THEY HALL HAVE MADE AT THEIR EXPENSE ATOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIE W. EW. SEE ATTACHED SURVEY SHEETS. 4. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 5. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN-ESC PLAN), THE STANDARD DETAILS, HE PLAN NARRATIVE AND ITS APPENDICES PLUS THE PERMIT AND ALL SUBSEQ UENT UENT REPORTS AND RELATED DOCUMENTS. Q 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. THE SWPPP AND ALL OTHER RELATED DO CUMENTS MUST BE KEPT ATTHE SITE DURING CONSTRUCTION. 7. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES, THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 8. CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART III.A.2 OF THE GENERAL PERMIT. 9. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 10. ESE PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 11. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. 12. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. ALL WASH WATER CONCRETE TRUCKS VEHICLE CLEANING EQUIPMENT CLEANING ETC. MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND 13. A ( Q J AI PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE. 14. ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER THAT DOES NOT ALLOW WASHOUT LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE LINER. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. 15. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 16. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 17. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. IS- HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 19. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES UPSLOPE. 20. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED, WITHIN 14 DAYS OF INACTIVITY. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 100 OR 110 DEPENDING ON THE SEASON OF PLANTING ( SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3. TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3F1 AND 2575.3G. ALTERNATIVELY, HYDRAULIC SOIL STABILIZER IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3H MAY BE USED IN PLACE OF TEMPORARY MULCH. 21. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. 22. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF -SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 23. ON -SITE & OFF -SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 24. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 25. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 26. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. 27. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. MAINTENANCE NOTES: ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECTTHE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENTGREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: iSEMBLY 1. ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. )X 2. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART IV.D. OF THE GENERAL PERMIT). 3. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. THE CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVALAND STABILIZATION MUSTTAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICALACCESS CONSTRAINTS. THE CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUSTTAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIORTO CONDUCTING ANY WORK. 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF -SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF -SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART IV.C.6 OF THE GENERAL PERMIT. S. THE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL ACCORDING TO PART II.B.5 OVER ALL AREAS OFTHE SITE THAT HAVE NOT BEEN FINALLY STABILIZED ORTHE SITE HAS UNDERGONE FINAL STABILIZATION, AND A NOT HAS BEEN SUBMITTED TO THE MPCA. 6. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF -SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF -SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). 7. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA. 1:11�L::11, .d. I11 14800 28th Ave K SOB 140 o udt, Mlnn esota 55447 V631476.6010 Lelephone 17631 476.8M facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Certification 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 professional ENGINEER under the laws of the state of Minnesota. Jared F. Jones Registration No.46610 Date: 01/31/2014 If applicable, contact us for a wet signed copy of this plan which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: JB Drawn: DID Approved:JJ Book/ Page:xx/xx Phase: SUBMITTAL Initial Issue: 01/31/2014 Revision History No. Date By Submittal / Revision A 2/19/2014 DJD REVISED PARKING Sheet Title EROSION CONTROL NOTES & DETAILS Sheet No. Revision C5e03 A Project No. HOU19929 GAS IMPH i I, i -9CU'p4 \ 11.. - s- C5 - 9481V4 t CB 02 RE=958.00 IE= 951.23 �tI \ ,I y, �tR AC:- 8 LF -15" II 1.00% Q r v CONNECT TO EXISTING s 15" E=951.15 �\ v C.0 \\\ \ � 15" RCP �y2T, IE=953.32 T F 50 LF -15" SAN R M a �. \ °0 9' ' RCP @ 0.40% 47. r i PROPOSED BUILDING 36,240 S.F. FFE=964.0 6" PLUG IE=949.72 LO Ln ML ��T CBMH 01 W RE=959.5 1► IE=953.12 _95 ;; .' - 3 L - 24' CL 1711RC @ 40 950+ iVdl 24 n r K �=V9�9 , --P 7,3 ryS} � ^L 24 rc ; - -- _ _ .50f \ C t� THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTI UTIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. UTILdwg 8" PLUG 6"-45° BEND — 8"x 6" TEE 8" DIP CL 52 HYDRANT 6' GATE VALVE T qit 50LF-6"PVC SDR 35 @ 4.00% .-6 DIP CL 5 L. —. - CON1yE4i 8" DIP W/45° BEND 4<:: gs _.- -- - .. _- - PVC IE 947.72 - _ ~+-+ CTTOEXISTING r, 3 -- s -- - G P'Lp -LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER ►► DD SANITARY SEWER D FORCEMAIN (SAN.) LS FM 10 WATERMAIN /4—1 —+ EASEMENT — — — — — — — — — — — — — — DRAINTILE — ►►► — ►►► — — t>" — "b — GAS LINE GL GL ELECTRIC UE UE TELEPHONE UT UT UTILITY CONSTRUCTION NOTES A. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. B. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT (651)454-0002. C. THE CONTRACTOR SHALLTAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. D. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. E. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6INCHES OF TOPSOIL PLACED BENEATH THE SOD. F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. G. PRIOR TO PLACEMENT OF AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE ATTHE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. H. THE CONTRACTOR AND THEIR SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. STORM SEWER STRUCTURE SCHEDULE NUMBER* TYPE CASTING** CBMH 01 CATCH BASIN MANHOLE R-4353 CBMH 02 CATCH BASIN R-4353 *INDICATES NEENAH FOUNDRY CASTING NO., OR APPROVED EQUAL **PROVIDE 27 INCH ROUND OPENING IN MANHOLE SLAB COVER. NOTE: THE CONTRACTOR AND THEIR SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. NORTH 0 30 60 SCALE IN FEET 14800 28th Ave. N, Ste 140 PWoWi, Minnesota 55447 V631476.6010 telephone V631476.8532 facsimile www.mfta.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN i MN GALPIN COURT Certification 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 professional ENGINEER under the laws of the state of Minnesota. Jared F. Jones Registration No. 46610 Date: 01/31/2014 If applicable, contact us for a wet signed copy of this plan which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: JB Drawn: DJD Approved: II Book / Page: xx/xx Phase: SUBMITTAL Initial Issue: 01/31/2014 Revision History No. Date By Submittal / Revision A 2/19/2014 DID REVISED PARKING Sheet Title UTILITY PLAN Sheet No. Revision C6e01 A Project No. HOU19929 Feb 19. 2014-11:25am - User:225 6" 1 Distance to rt variable 1 /2"r 3"r Top Bituminous Material 1 /2"r slope 3 q' er ft �+ MNDOT 6618 i18" Concrete Curb and Gutter 1/2Y o r I I To Bituminous Material 3•r 1 /2.r P III3 4,.w e MnDOT B612 >i'X Concrete Curb and Gutter • NOTE: f For Use Only with Private Driveways, e' 12• Parking Lots, or Medians. 28"R 12'R 16 r Top Bituminous Material 68'R N \ /I SURMOUNTABLE '%1/2 Concrete Curb and Gutter 17 1/2" 10 1/2 28" 4• 81 1/8'r Bituminous Bituminous Curb Surface 6" Shoe Formed N�- TYPICAL CURB AND GUTTER REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.:5203 FILE NAME G: G SPECS 8203 FLARE To MATCH 5' min. A7 r>,&Tes Or BASE WIDTH OF WALK s e� DOME SECTION 4 00000000000000 00 0 oo o�oro o" , n N• uA.Tew.I SIT FAOi 6 L=_ "'- 3 �4min 6 1 00000 1 A� Iu-. 000000 PLAN VIEW OF DIGONAL RAMP "F�' .R. DOME SPACING CURB & GUTTER I 5-4" I_ 4' 0° I I o g -� ................ ............. . .. ............::. . .08 Fr./FT. M MTTER© J............... Q W 0 1 SECTION A -A M 3 U 0,08 FT./FT.911PE OF FLARED SIDE. (IF "STING COMOVIONS DO NOT PEF&r. MAY V 4' USE 0.....40 FT./Fr— QOB FT./FT.30PE ) 6' 5' ................................................. 7 6 6' 3" 1 4' 0-min. 6' 3" 8' 7' 9' 8' ELEVATION OF RAMP 10' s' Q 1/2 INCH PREFORMED JOINT FILLER MATERIAL. AASKTO M 213. ® WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMMPS AND A 48' LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. © 6• TO 8' IS THE REQUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB. ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0' MIN. IN DIRECTION OF TRAVEL AND SHAI.I. EXTEND THE FULL WIDTH (4- 0- TYP.) OF THE CURB RAMP. THIS 2' 0- BY 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A UGHT COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTRE TRUNCATED DOME AREA SHALL BE A DARK COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A 'WHITE" OR LIGHT GRAY CEMENT COLOR. © SURFACE APPLIED TRUNCATED DOMES OR STAMPED CONCRETE WILL NOT BE ALLOWED. ® TRUNCATED DOME AREA SHALT. MEET THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING SYSTEMS. QPIOF PEDESTRIAN CURB RAMP 0 1 `:EvISED` 2-OS ENGINEERING RATE NO.: 5215 ENGINEERING DEPARTMENT FILE NAME G \ENG\S0ECS\8215 B612 CONCRETE CURB & GUTTER (TYPICAL) FT. 1 1/2"-MNDOT 2350 MVWE350358 — 2 1/2"-MNDOT 2350 MVNW35035B 12"-Class 5 Aggregate Base, 100% Crushed Approved grade or MNDOT 3149.2B Select Granular Borrow HEAVY-DUTY PAVEMENT 8612 CONCRETE CURB & GUTTER (TYPICAL) FT. 1 1/2"-MNDOT 2350 MVWE35035B — 2"-MNOOT 2350 MVNW350358 8"-Class 5 Aggregate Base, 100% Crushed Approved grade or MNDOT 3149.28 Select Granular Borrow STANDARD -DUTY PAVEMENT NOTE: ANY SIGN FREE STANDING IN ASPHALT PARKING LOT SHALL BE MOUNTED AS SHOWN. m PROVIDE VAN ACCESSIBLE SIGN AT RIGHT HAND DISCHARGE PARKING SPACES PAVING N ti GRANULAR BASE CONCRETE PARKING Tn o VEHICLE ID REQUIRED UP TO� FOR VIOLATION STANDARD MNDOT VAN SIGN NO. R7.8A ACCESSIBLE 4" x 4" STEEL TUBE (SEE SIGN DETAILS THIS SHEET) 6" 0 SCH. 40 STEEL PIPE -FILL WITH CONC. ONE WRAP OF #30 ROOFING FELT [4)N ACCESSIBLE PARKING SIGN .T.S. m m 2 POSSIBLE CURB TO HOLD 0 ADJACENT GROUND 2� cq T Oss%,c,/ s,010 "qY 15.0 OOaF"C IFS`Op PRETA �E RE SVOpE 0 O$ E F�ESV0?1- 0p5�(I FRONT FACE OF CURB OPTIONAL PARALLEL RAMP (FOR NARROW SIDEWALKS ADJACENT TO CURB) ISOMETRIC VIEW A �POSSIBLE CURB TO HOLD ADJACENTGROUND FRONT FACE OF CURB 0.05 FT/FT SLOPE PREFERRED 0.08 FT/FT SLOPE MAX v N ............ e 11 10, W 4'4" MIN 10'-0" I POSSIBLE CURB A f� TO HOLD PARALLEL RAMP ADJACENT GROUND PLAN VIEW 10'-0' (6" CURB) 4'-0" MIN 10--0" (6" CURB) 6'8" (4" CURB) 6'8" (4" CURB) CURB OR ELEVATION CURB AND (� POSSIBLE CURB TO HOLD GUTTER-T I SIDEWALKWIDTH I 1 ADJACENTGROUND - CONCRETE WALK PARALLEL RAMP SECTION A -A MAX CROSS SLOPE OF WALK IS 0.02 FT/FT PEDESTRIAN CURB RAMP �4N.T.S OPTION ROUND ALL SLOPED INTERSECTIONS NOTES: O112 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. THESE ARE OPTIONAL PEDESTRIAN SIDEWALK ACCESS DETAILS THAT ARE NOT REQUIRED BY CURRENT ADA REGULATIONS 6" SCH. 40 STEEL PIPE FILLED W/CONC. WITH TOP ROUNDED. o 2 0 PAVEMENT OR FINISHED GRADE i 4 \ 00 \\ a 3" COVER OVER FOOTING 0 (D FILL POST w/ CONCRETE z = 3S00 PSI P.C. CONCRETE MINIMUM TYP. d ALL PIPES SHALL BE PAINTED TRAFFIC YELLOW 06 CURB CUT �NT.S. • 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 (763) 476.6010 telephone 1763) 476.8532 facsimile WWW.ITI Com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Certification 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 professional ENGINEER underthe laws of the state of Minnesota. Jared F. Jones Registration No.46610 Date: 01/31/2014 If applicable, contact us for a wet signed copy of this plan which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: JB Drawn: DJD Approved: JJ Book / Page: XX/XX Phase: SUBMITTAL Initial Issue: 01/31/2014 Revision History No. Date By Submittal / Revision A 2/19/2014 DJD REVISED PARKING Sheet Title DETAILS Sheet No. Revision C9e01 A Project No. HOU19929 SCANNED W DROP LID 7.5' Minimum cover required w Y � cJ WATER ® Tyler Mueller No. 6860 No. H-10361 over top of water main. CONCRETE BLOCK (TYP. ) -o O m i Bibby -Ste -Croix No. B-5160 PROVIDE VALVE STEM RISERS C) N Sigma No. VB260OW TO WITHIN 6" OF THE SURFACE w i IF THE DISTANCE FROM N r x THE TOP NUT OF THE VALVE TO Zo THE SURFACE IS GREATER THAN 8'. v a w $ Grade TEES w w a x pW^ o: J ,>'. v 7 x m W IX a S O < DO 0 a z �• TOP Adjust top to 3/4" below a 'NIW `" c� = co < <� Tyler No. 6860 26" grade. Box to be set to v w ,L 'n ; g �,,, °' Mueller No. H-10367 26" provide 12" of adjustment. 3 w c2 J w a.a. z Bibby -Ste -Croix No. V8502 27" Note: y < Z O / Sigma No. VB630G Conductivity straps to be placed mound 0 > 3 O 0 N N `a Z z Sigma No.VB630 megdu bolts and welded to water main. g 0 a ,." x m /Ir w a i Tyler No. 6860 o a = w p i o Mueller No. H-10357 4WDa a: H EXTENSION Bibby -Ste -Croix B-5001+CROS - .�. 0 w E W x<< Tyler No. 58 14" Gate valve box, screw type, rn Z N yS W n No. 59 18" 3 piece, 5 1/4" shaft, size v m N+ N M 0 222 No. 60 24" G box, 7'-6 extended, v w� it z a m w -Z Mueller No. No. 58 14" 59 20" #6 round baseHYDRANT LEADS CL E 1O rc a Qq o 'XVW Q 1 x Mow: Bibby —Ste —Croix V8520 No. "GATE 57J6ATE VALVE ADAPTER: 1 /4" o w o = ,9-L vi Q <s < VB521 No. 58STEEL WITH PROTECTIVE al W � m W<t' VB522 No. 5COATING, 1/2" RUBBER on no •:� '0 'n 350! W v �' VB523 No. 60 GASKET INSTALLED BETWEEN THE GATE VALVE AND = f c j o. m z8 z z o Sigma No. V GATE VALVE ADAPTER. m Q _ Z Z o a:F FzSo �csa$� w ,-, J <� m ixu,: iNO.Q.J BOTTOM Tyler Mueller No. No. 6 H Mueller or American;, '• v wo o�<isw °• Bibby -Ste -Croix No. V Flow Control m w z a p o4�F m m Sigma No. V Resiliant Wedge Valvet•: m -1w o a Q m ir�zou�Blom A Der W �a o Valve and Box toC-515-80 Conforming to AWWATES standardsLUG v ut o�Qaw p a jzv?o i plastic wrapped with all stainless steelBENDS o o� J W <F o V O g X Z'R. Z' BASE section 2.03anuts k bolts. 2 in"IX Ioa:13C) miUZ� OFO�O wNCV mNN> \ �a-0a,ax NOTES: w Z W m m V7rv1 = a z u z O 4 z � < z 3 x < < 1. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS. fin zZ N O < a lWjj< 2. PLACE CONCRETE BLOCK UNDER ALL GATE VALVES y� O2�Oy1 ZJJU'rW ~mU H^oi,j fN•G AND HYDRANTS. THRUST BLOCKING TEES, BENDS, T OFF Qd"O_Q—U Z tal O z 3. AT ALL AND nu W L' V O pry CC7�131HS W W <J N p = w AT CERTAIN HYDRANTS. 4. ALL FITTINGS, NUTS, AND BOLTS SHALL BE SPRAYED <a m w >-Of x1n o�cn ) xv1a. _ 18 XI8"X8" concrete block USING A BITUMINOUS COAL TAR COAT THE MANUFACTURER. SUPPUED BY SLEEVES ern<(Z 5. Blocking against undisturbed soils. TYPICAL T HYDRANAND ffffOF GATE VALVE BOX aff OF TYPICAL MEGALUG INSTALLATION Maw INSTALLATION LOCATION REWSID: 2-05 ENGINEERING DEPARTMENT1 PLATE NO.: 004 REVSED: 2-08 I ENGIFFFRING DEPAR111ENr PLATE No.: 1 006 REVISED: 2-oe ENGINEERING DEPARTMENT PLATE NO.: 1 009 FILE NAME: G G SPECS 10D4 AME FILE NG: SPECS 1006 FILE NAAIE G. G SPECS 1008 3'-0" 24"x36" slab opening for Neenah F-ro NOiE•V 24"x36" slab opening for Neenah 3067-V or equal `moo '"s• Grate Shown 2- VB Grate Shown shall be used at all low points. R3067-V or equal NOTE: !Su ea Qai B6 8e� at cat �c st^ be tranaltbned Note: 1- V Grate shown Catchlwdn Frarro @Gnat 0 1- V Grote shown 2- VB Grates shall be used at all low 3crate-3os7-v or �•r ' 2- VB Grates shall be used at all low / points' Face of Curb 0 points. o Direction of Flow Neenah R3067-V custing and A Neenah R3067-V casting and grate or equal. grate or equal, i i 1n Minimum of 2 maximum of 5 C�a[Wbaem to be depressed 2• PLAN PLAN Minimum of 2 maximum of 5-2" 3" Radius PLAN concrete adjustment rings with full I 9 "�• A a below design gutter line gfo&. Neenah R-3Ds7-vB shall be used at all 6" Conc. collar concrete adjustment rings with full beds of mortar. 6" Conc. collar beds of mortar. Precast concrete or law points Catchbosin casting Precast concrete or HOPE adjusting rings. and grate Neenah R3067-V or equal Grate to be 2" below � HOPE adjusting rings. I 9ISOMETRIC 'o A . 6" precast reinforced concrete slab. 3" radius curb box. gutter grade. A 6" precast reinforced concrete slab. Vari s � y � ��Conafa1a No Scale 5' transition each Top of barrel section under top slab 12" 16 Top of barrel section below top slab 2 - j4Each Lay R°b°n' Each way side of catchbosin. to have ealed with loft to have flat to edge sealed with P 9 Precast concrete or E 2 beads Ramnekg or equal, 2 beads of Ramnek ore equal. q HDPE adjustingrings. 9 Top of Curb AllI in manhole to have Varies All joints in manhole to have "0" Varies E '9 Varies .joints "0" ring rubber gaskets. M 4'-0" Typ. ring rubber gaskets. Minimum of 2-2", 6 1/2" 4'-0" Typ. precast concrete section Z Precast concrete section maximum of 5-2" Varies 24" 36" in NOTES: a 5^ Manhole steps, Neenah R1981J or c _ c concrete adjusment 1 / x Precast 3' minimum 5^ 1. Doghouses shall be grouted on equal, 16" o.c., Aluminum steps rings allowed with g to 1/2" bed of mortar 5" both the outside and inside. i0 �� approved. Pp o 5' Min. Transition c 5' Min. Transition o between each and a 3" Grout 2. No block structures are allowed. a % 6" thick concrete collar Doghouses shall be grouted on both `o Top of a on the outside. Manhole steps, Neenah R7981J or the outside and inside. n Curb 2" W 6" equal, 16" o.c., Aluminum steps o, w Doghouses shall be a approved. 4Q No block structures are allowed. ,... ..,.,.:... ,�..:.�.. ...;,.. .. .... grouted on both the Inside and outside. SECTION 6" ; i. e' d ,., > •-�.' Minimum slab thickness, 6" for 14' Minimum thickness, 6" for 14' '' depth. Increase thickness 1' for p A slab Design gutter line grade 2 - #4-60" LONG NOTES: 'O each 4' of depth greater than 14', I depth. Increase thickness 1" for 1m Reburs Each way Frame & Casting 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. and reinforce with 6"x6" 10/10 mesh. ih -�-I 6" each 4• of depth greater than and reinforce with 6"x6" 10/10 mesh. 2. Casting to be totally encased in concrete curb section. Grout bottom of manhole to 1/2 I SECTION A -A 3. No block structures are allowed. SECTION diameter at pipe and slope s . No Scale 4. No wood shims are permitted in the adjusting rings. grout 2" toward invert. SECTION — No drain holes CATCH BASIN CATCHQTIOF CATCH BASIN QIiOF CATCH BASIN MANHOLE QfIOF CURB CHEMMy RECTANGULAR C MANHOLE WITH SUMP CREWCONSTRUCTION AT CATCH BASIN REVISM 2—� ENc;tNEQaNc DEPARTMENT �� NO.: 3101 �D` 2-08 ENGINEERING pEp PLATE No.: 3102 REVISED: 2-08 ENGINEERING DEPARTMENT PLATE No.: 3104 REMSED:2-oe ENGNEERING DEPARTMENT PLATE NO.: 3106 FILE NAME G: G SPECS 3101 F1LE NAME G G SPECS 3102 FILE NAME: G. G SPECS 3104 FILE NAME: G: SPECS 3106 2-u MI-1:1 • 14800 28th Ave, N, Sto 140 RWoA Minnesota 55447 1763) 476.6010 telephone V63) 476.8532 MWITille www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Certification 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 professional ENGINEER under the laws of the state of Minnesota. Jared F. Jones Registration No.46610 Date: 01/31/2014 If applicable, contact us for a wet signed copy of this plan which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: JB Drawn: DID Approved: IJ Book / Page: xx/xx Phase: SU BMITTAL Initial Issue: 01/31/2014 Revision History No. Date By Submittal / Revision A 2/19/2014 D1D REVISED PARKING Sheet Title DETAILS Sheet No. Revision C9e02 A Project No. HOU19929 11:26am - Useo225 1 60 LANDSCAPE LEGEND KEY BOTANICAL NAME COMMON NAME SIZE ROOT OTv. INSTALL M&ULL_ EIGHT HEIGHT DECIDUOUS TREES HL Gleditsia triacanthos SHADEMASTER HONEYLOCUST 2.5" BB 3 10' S0' x F 0 var. inermis'Shademaster' O W u HB Celtisoccidentalis HACKBERRY 2.5" BB 7 15' 50' z w 0 a w SM Acer saccharum SUGAR MAPLE 2.5" BB 6 14' S0' q� RM Acer rubrum'Nothwoods' NORTHHWOODS MAPLE 2.5" BB 3 14' 50' ORNAMENTAL TREES Amelanchier x grandiflora AUTUMN BRILLIANCE 1.5" BB 5 8' 20' SB 'Autumn Brilliance' SERVICEBERRY w x o a� SS Malus x'Spring Snow' SPRING SNOW CRABAPPLE 1.5" BB 6 8' 25' u j �= a Wo Z TL Syringa Reticulata JAPANESE TREE LILAC 1.5" BB 6 8' 20' RB Betula nigra RIVER BIRCH 1.5" BB 8' 25' o EVERGREEN TREES BH 3 _ '7 Picea glauca var. Densata BLACK HILLS SPRUCE 6' BB - 6' 40' o� CB Picea pungens COLORADO BLUE SPRUCE 6' BB - 6' S5' J Q O LL � a A Pinus sCSPi�b ylvestris SCOTCH PINE 6' BB 6' 10' QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. [AND.dwg SEED MIX LEGEND (FOR ALL SHEETS) SYM. TYPE SEED MIX NATIVE WET PRAIRIE MN SEED MIX 34-262 (OLD BWSR W3) WITH'NO MOW FESCUE' WETLAND FRINGE MN SEED MIX35-621 (OLD BWSRUG) WITH'NO MOW FESCUE' COMMERCIAL TURF - SOD HIGHLAND SOD COMMERCIAL TURF - SEED MN SEED MIX 25-131 (OLD MNDOT 260) W/ "NO MOW FESCUE MIX" HARDWOOD MULCH (NATURAL COLOR) SHREADED HARDWOOD MULCH 1/2" CRUSHED GRANITE CRUSHED QUARRY GRANITE 12"48" RIVER ROCK RIVER ROCK o ROCK SHALL NOT BE SMALLER THAT 12" MNDOT 260 MNDOT 260 & "NO ALL AREAS DISTURBED BY W/ MOW FESCUE MIX / ///1 // CONSTRUCTION NOT INTENDED (USE EROSION CONTROL BLANKET SODDED, OR RETENTION BASINS FOR SLOPES OVER 3:1) ** NO MOW SEED FORMULA FROM SPECIALTY TURF & AG INC, FREEDOM MIX, AT 200LB/ACRE OR APPROVED EQUAL. - WWW.SPECIALTYTURFAG.COM - 188-685-4521 1 CITY LANDSCAPE CODE • PROJECT VALUE / MINIMUM LANDSCAPE VALUE •• PROJECT VALUE +/- $2,000,000 = $30,000 LANDSCAPE VALUE •• BUFFERYARD "D" BETWEEN LL/LD AND OFF / IND PER 100' ••• 5 CANOPY TREES ••• 10 UNDERSTORY TREES ••• 15 SHRUBS 100 NORTH 0 30 60 SCALE IN FEET infra 148M 281h Ava K Ste 140 PymoA Minnesota 55447 V631476.6010 telephone V631476.8532 faP.Wile www.mfta.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GAURIN COURT Certification I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. JAMES A. K Registrati 71 Date:2014/01/31 This ce ion is not valid unless wet signed in blue ink. If ap licable, contact us for a wet signed copy of this survey which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: JB Drawn: DID Approved:J] Book/ Page:xx/xx Phase: SUBMITTAL Initial Issue: 01/31/2014 Revision History No. Date By Submittal / Revision A 2/19/2014 DJD REVISED PARKING Sheet Title SITE LANDCAPE PLAN Sheet No. Revision Lle0l A Project No. HOU19929 User:225 1 ENTRANCE DETAIL .02 SCALE 1" = 10' NORTH TRANCE DETAII SCALE 1" =10' NORTH SCALE 1" = 10' NORTH 8 ENTRANCE DETAIL 1.02 SCALE 1" = 10' 11:26am - User:225 L:\PROJECT5\HOU19929\dwg\Civil\Final\19929 10 LAND dwg 5 ENTRANCE DETAIL 02 SCALE 1" = 10' NORTH LANDSCAPE LEGEND KEY BOTANICAL NAME COMMON NAME SIZE ROOT QTY. REMARKS INSTALL HEIGHT I MATURE HEIGHT SHRUBS SVJ Juniperious Horizoantalis'Savin' SAVIN JUNIPER #5 CONT. - 1' 3'x4' DBB Euonymus alatus'Compactus' DWARF BURNING BUSH #5 CONT. - 1.5' 4'x4' DBW Salix purpurea'Nana' DWARF BLUE ARCTIC WILLOW #5 CONT. - 1' 3'x4' GLS Rhus aromatica 'Gro-Low' GRO-LOW FRAGRANT SUMAC #5 CONT. - 1' 2.5'x5' BCA Viburnum trilobum'Bailey Compact' COMPACT AMERICAN CRANBERRYBUSH #5 CONT. - 1.5' 4'X4' AWS Spiraea x bumalda'Anthony Waterer' ANTHONY WATERER SPIREA #5 CONT. - 1.5' 3'x4' 4 SMS Spiraea nipponica'Snowmound' SNOWMOUNDSPIREA #5 CONT. - 1.5' 3'x4' MYS Spiraea thunbergii'Ogon' MELLOW YELLOW SPIREA #S CONT. - 1' 3'x4' GFS Spiraea x bumalda'Gold Flame' GOLD FLAME SPIREA #5 CONT. - 1.5' 3'x4' TEC Forsythia 'Sunrise' SUNRISE FORSYTHIA #5 CONT. - 1.5' 5'x5' ® SPF Syringa x "Bailsugar' SUGAR PLUM LILAC #5 CONT. - 1.5' 4'x4' ® MGH Lonicera x xylosteoides 'Miniglobe' MINIGLOBE HONEYSUCKLE #5 CONT. - 1.5' 4'x4' PERENNIALS ' KEG Calamagrostis acutiflora'Karl Foerster' KARL FOERSTER FEATHER REED GRASS #1 CONT. - PLANT 2'O.C. 6" 4'x2' PDS Sporobolus heterolepis PRAIRIE DROPSEED #1 CONT. - PLANT 2' O.C. 6" 2'x2' BDL Hemerocallis'Baja' BAJA DAYLILY #1 CONT. - RED FLOWER 6" 2'x1.5' PMD Hemerocal lis'Pardon Me' PARDON ME DAYLILY #1 CONT. - YELLOW FLOWER 6" 1.5'x1.5' SDD Hemerocallis'Stella d'Oro' STELLA D'ORO DAYLILY #1 CONT. - YELLOW FLOWER 6" 1.5'x1.5' WLC Nepeta x faasenii'Walker's Low' WALKER'S LOW CATMINT #1 CONT. PURPLE FLOWER 6" 1'x1' BES Rudbeckia fulgida'Goldsturm' BLACK EYED SUSAN #1 CONT. - YELLOW FLOWER 6" 1.5'x1.5' KBL Liatris spicata'Kobold' KOBOLD LIATRIS PURPLE FLOWER 6" 115'x1.5' HST Hosta sp. HOSTA #1 CONT. - WHITE FLOWER 6" 1'xl' QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. SCALE 1" =10' NORTH �i • 14800 28th Ave. N, Ste 140 Plymouth, Minnesota 55447 V631476.6010 telephone V631476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Certification I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSgE ARCHITECT under the laws of the e f Minnesota. JAM ES Registra n No.45071 Date: 2014/01/31 This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at MFRA, Inc., Plymouth, MN office. Summary Designed: JB Drawn: DJD Approved: JJ Book / Page: XX/XX Phase: SUBMITTAL Initial Issue: 01/31/2014 Revision History No. Date By Submittal / Revision A 2/19/2014 DJD REVISED PARKING Sheet Title SITE LANDCAPE DETAILS Sheet No. Revision L1e02 A Project No. HOU19929 SCANNED 1 .0 DESIGN - BUILD IRRIGATION PARAMETERS 0 30 60 so IRRIGATION NOTES 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT APPROVAL IN ACCORDANCE WITH PROJECT MANUAL SHOP DRAWINGS SHALL INCLUDE ACCURATE LAYOUT OF SYSTEM, INCLUDING BUT NOT LIMITED TO LOCATIONS, SIZES, AND PRODUCT/MATERIAL TYPE USED FOR COMPLETE IRRIGATION SYSTEM. POP-UP SPRAY AND ROTOR IRRIGATION SHALL HAVE HEAD -TO -HEAD COVERAGE. SYSTEM SHALL BE WINTERIZED(BLOWN-OUT) AFTER THE FIRST OPERATIONAL SEASON AND SHALL PROVIDE STARTUP THE FOLLOWING SPRING. IRRIGATION SHALL HAVE TWO-YEAR WARRANTY ON PARTS AND LABOR FOLLOWING INSTALLATION APPROVAL BY OWNER. 2. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR. 3. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE PROJECT SITE. 4. THIS DESIGN IS TO BE BASED ON THE PRESSURE AND VOLUME OF STATIC, RESIDUAL, AND FLOW. SUBMIT CRITICAL ANALYSIS WITH THE SHOP DRAWINGS. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE INFORMATION. 5. THE IRRIGATION CONTRACTOR SHALL ARRANGE FOR ANY NECESSARY PERMITS AND/OR INSPECTIONS REQUIRED BY LOCAL AGENCIES OR ORDINANCES DURING THE COURSE OF CONSTRUCTION. 6. THIS IRRIGATION DESIGN SHOWS NECESSARY MATERWS, BUT CERTAIN OTHER MATERIALS MAY HAVE TO BE SUPPUED AND INSTALLED BY THE IRRIGATION CONTRACTOR IN ORDER TO HAVE, UPON COMPLETION, A FULLY OPERATIONAL IRRIGATION SYSTEM. 7. ALL PVC PIPING UNDER CONTINUOUS PRESSURE SHALL. BE CUSS 200, ALL OTHER PVC SHALL BE CLASS 160. 8. ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE. 9. ALL LATERAL LINES SHALL BE 12' BELOW FINISHED GRADE. 10. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. 11. CONTRACTOR SHALL VERIFY LOCATIONS, SIZES, AND DEPTH OF SLEEVES PRIOR TO CONSTRUCTION 12. FABRICATE ALL PIPE TO MANUFACTURER'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION. 13. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS. 14. ALL VALVE BOXES AND COVERS IN TURF AREAS SHALL BE GREEN IN COLOR. ALL VALVE BOXES ON PLANTING BEDS SHALL BE TAN IN COLOR. 15. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE. 16. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON -SITE WITH OWNER'S REPRESENTATIVE, SUBMIT LOCATION IN IN SHOP DRAWINGS. 17. CONTROL WIRES: 14 GAUGE, DIRECT BURN.. SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE (112 FOR RUNS OVER 2000-FEET). USE MOISTURE -PROOF SPLICES AND SPUCE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WARE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALL WIRES. 18. AVOID OVERSPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE. 19. ADJUST PRESSURE AT VALVES FOR OPTIMUM PRESSURE ON SITE. 20. USE SCREENS IN ALL HEADS. 21. CONTRACTOR SHALL SUPPLY RECORD DRAWINGS OF IRRIGATION SYSTEM AT THE TIME OF COMPLETION TO OWNER'S REPRESENTATIVE. A SET OF RECORD DRAWINGS SHALL BE MAINTAINED ON -SITE AT ALL TIMES IN AN UPDATED CONDITION. 22. ALL PIPE 2" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN PER INDUSTRY STANDARD. 23. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4' WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3' BEYOND PERIMETER OF VALVE BOX. THERE SHALL BE A 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. 24. THE IRRIGATION PIPING SHALL BE SEPARATE FROM THE DOMESTIC WATER SUPPLY IN THE MECHANICAL ROOM. THE IRRIGATION SUPPLY LINE SHALL HAVE ITS OWN WATER METER AND BACKFLOW DEVICE IN ACCORDANCE WITH THE CITY REQUIREMENTS. 25. PLACE DIFFERENT AMENITIES ON SEPARATE ZONES. THE FOLLOWING AREAS ARE TO BE IRRIGATED. •• TURF AREAS •• GRASS PAVER AREAS •• MULCHED AREAS •• FILTRATION BASIN (ON SEPARATE ZONE THAT MAY BE TURNED OFF AFTER ESTABUSHMENT) Feb t9. JOt4-t126•m HANDAd SCALE 1" = 30' NORTH IRRIGATION LEGEND IRRIGATION CONTROLLER: HUNTER ICC WITH SOLAR SYNC CONTROLLER. WALL MOUNTED INSIDE BUILDING, PROVIDE SHOP DRAWINGS TO SHOW TYPE AND LOCATION RAIN SENSOR: HUNTER RAIN/FREEZE-CLIK. INSTALL OUTSIDE CONTROLLER ROOM. ONE RAIN-CUK PER CONTROLLER. L , DESIGN PRESSURE: PSI -ELECTRIC ZONE VALVES: HUNTER ICV WITH ACCU-SET PRESSURE REGULATOR. -POP UP ROTOR HEADS: HUNTER MP ROTORS, NO SPRAY HEADS ALLOWED. -POP UP ROTOR HEADS: HUNTER 4" POP-UP 1-20 ULTRA SHRUBS RAC PRFNNIAI C /ANNI JAI C: -ELECTRIC ZONE VALVE: HUNTER ICZ-101.INSTITUTIONAL CONTROL ZONE KIT, 1" CONTROL ZONE VALVE WITH 1" HY100wYE FILTER AND 25 PSI HIGH -FLOW REGULATOR. -DRIPUNE IRRIGATION: RAINBIRD LD-09-18. DRIPUNE WITH 0.92 CPH EMITTERS AT 18" O.C. DRIPUNE LATERALS SPACES AT 18' O.C. APART WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. CRITICAL ANALYSIS (TO BE PLACES IN SUBMITTED SHOP DRAWINGS) FLOW AVAILABLE -(PSI) - WATER METER SIZE - STATIC PRESSURE AT POC-(PSI) - FLOW AVAILABLE AT POC-(GPM) - ® IRRIGATION SLEEVES - 2X THE SIZE OF THE LINE BEING ACCOMMODATED t" QUICK COUPLING VALVE: RAIN BIRD MODEL 7, PLACE 1 IN THE SOD AREA PLANTING BED DRIP UNE SYSTEM - RAINBIRD LD-D9-18. DRIPUNE \\ LATERAL SPACING 18' O.C. APART. 12" O.C. IS ACCEPTABLE IF AREA CANNOT ACCOMMODATE 18" O.C. MATCH PRECIP THROUGHOUT ZONE. PVC MAINLINE DRIP VALVE / FILTER REGULATOR. TYPICAL OFFSET 2' FROM �_ HARDSCAPE 4' TYPICAL FPT ADAPTER AI COMPRESSION COUPLER. 1" SCH 40 PVC LATERAL P9tE. 7 awmt �DRIPUNE SPACING AS NOTED. AIR RELEF VALVE AT - HIGH POINT, IF INDICATED. TYPICAL DRIP UNE- WRH EMITTER SPACING AS NOTED. RE DOWN STAKE AT ALL TEES, ELLS, AND 2' O.0 (MAX). 'v 100 N INDM.ATOR - ALL ZONES SLOPED COND11ION NOTE 1. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. 2. SPACING AS NOTED ON TOP % OF SLOPE 3. SPACING AT BOTTOM A AS NOTED PLUS 25X 4. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE BOTTOM Ye SEPARATELY. PINT FLUSH VALVE �Y CAP AT LOW END AS NOTED. END FEED EXAMPLE CENTER FEED EXAMPLE DRIP LINE TYPICAL LAYOUT f'1 / N.T.S. PVC MAINLINE REMOTE CONTROL BRICK I SUPPORT 1CU'.Ij FT. PEA (1- EA. CORNER) GRAVEL SUMP 3/4' DISC FILTER '4" PRV 45 PSI LF RED BUSHING TzT MAXIMUM LATERAL LENGTH (FEET) WITTER FLOW RATE GPH 12' SPACING 18' SPACING 4' SPACING PS as 0.9 0.6 0.9 C 8 0.9 10 125 96 175 135 218 171 20 249 191 350 171 442 340 30 307 235 434 333 550 422 40 350 268 405 380 627 171 50 125 96 175 135 218 171 60 125 96 175 135 218 171 GRID PRECIPITATION RATES (IN/HR) iIT1ElI NDW RAZE EITIEt LATERAL 0.6 10.9 SPACING SPACING 12 12 0,96 .44 16 ID (Los.03 24 24 0.20 41 LATERAL FLOW PER 100 FT (GPM) E3RTTER tY 18' 24 FLOW SPACING I ISPACING PtACING 0.6 GPH 11.0 GPM GPM 5G aPY 0.9 GYH 1.3 GPM .067 GYM 76 0PY '. 12" ■ 18" PVC OR POLY VALVE BOX LATERAL LINE LOW FLOW ZONE CONTROL VALVE KIT N.T.S. MAXIMUM FLOW PER ZONE SCHEDULE 40 PYC HEADER SIZE 1/2' 47 GPM 7.7 PS 3/4" 8.3 GPM S8 PSI 1 13.5 GPM 4.2 PSI 1-1/Y U9 GPM 19 PSI Y 514 GPM 1.9 PSI -.- �- .- V 102 r.11•- -RADE/TOP OF MULCH MPR ROTAR SPRINKLER: 4SSEMBLY: 1RD MODEL SA 6050 PROVED EQUAL H 40 TEE OR ELL ERAL PIPE N.T.S. O 30-INCH LINEAR LENGTH OF WIRE, COILED O WATER PROOF CONNECTION (1 OF 2) (DID TAG O VALVE BOX WITH COVER: 12-INCH SIZE O FINISH GRADE/TOP OF MULCH O REMOTE CONTROL VALVE: O7 PVC SCH 40 NIPPLE (CLOSE) 08 PVC SCH 40 ELL O PVC SCH 40 NIPPLE (LENGTH AS REQUIRED) 10BRICK (1 OF 4) 11 PVC MAINLINE PIPE 12 n12 SCH 40 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 EL 16 15 14 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE 16 3.0-INCH MINIMUM DEPTH OF 3/4--INCH WASHED GRAVEL REMOTE CONTROL VALVE CONTROL WIRES - PROVIDE A MINIMUM OF 36" OF SLACK O VALVES N.T.S. FINISH GRADE CARSON VALVE BOX & COVER. - TURF ALL VALVE BOXES SHALL BE PERMANENTLY LABELED WITH VALVE ID. I .�171�1 MIN. 4" CLEARANCE PAVER VALVE BOX TSUPPORTS - TYP. ALL VALVES ZONE VALVE MAIN LINE 3" MIN. GRAVEL BASE - TYP. ALL VALVES N.T.S. • :F 14800 28th Ave. N, Ste 140 Pymouth, Minnesota 55447 (763) 476.6010 telephone [763) 476.8532 facsimile www.mfra.com Client BUSINESS IMPACT GROUP Project CHANHASSEN WEST BUSINESS PARK Location CHANHASSEN, MN GALPIN COURT Summary Designed: JB Drawn: DJD Approved: JJ Book / Page: xx/xx Phase:SUBMITTAL Initial Issue: 01/31/2014 Revision History No. Date By Submittal / Revision A 2/19/2014 DJD REVISED PARKING Sheet Title IRRIGATION DESIGN BUILD REQUIREMENTS Sheet No. Revision L2oOl A Project No. HOU19929 SCANNED