Loading...
Plans 11x17 6-24-04 ~~..~\\ 'tr:P..<#J~6..... _ >,:~...<ió'."'" ~\ ..J ~~..~;.j ß -' N ( ~ ~I: :' I I , I 9': J J ~I [,~,j ~ I i~l~ ~ j ~ , .~ I ~ -¡ iI ~ ", .. CONNECT TO EX. SAN.-, i I Ì\ ~' 't(j'..~j ~:~ ~W.t ELEV. ~ :? '\ ~ ø"·" PRIOR TO CONSTRUCTION ;f b N I 10 ~~\ " "' \ "- - -)- - - f - - - - - - ~ ~.... ;", I, \~~~ 1-. ..9.0 w """,,-,,_w :~L____J '~"J>'/ '>1737 : I v., , · · , · : '\ ,OP...., ~::m ' < ,. - !:! .' ~-- 43.23 ~-~ Y 8: I "I<IV.-9~~ . . ~ ~~- 7433 -- ~ 12164 ._" gl . "",.",. lL ~1J7ATE ROAD'» ,t _ _ ~Rt!!2.VE-º, '0'" _ ~It CUR8I I<IV..Q61.J.. ».» ~TE CUR8 . 12" r i1,~ r .. , ..r;-..o..- '\ I(" · ~ (œ-~ \ _ I CONN :CT TO EX. WM ~. ~5. 7 I I ~ I b. STUB,VERlFY SIZE ,,~ . 90'-"· RCP 0 V ~ ~~~=~~O 6· OI~ a.. 52 'f'M I I t. _ ./ O.~~ I IIIII~ .. 6~ PVC !mR 35.0 1.~U...IN.. )0 V. .~~ II;-<~ -I ð )0 I )0 ¿'x6"!..¡ 'j.- )0. ----fJ ~ ~2 ~ I .~~ WYE OUTI 8" PVC SCH 40..0 1.0" I. ~~.3 I A 11 ~~ I:=~\·r~........)o). '·...~8~X8:~ ~ 11 ..~ ~', (TYP.) - CBMH-1 EXTEND 6~ PVC CONNECT TO ROOf" R. 965.1 I 6.X6·1,. INV. 960.0 SAN. SERVICE DRAIN lEAD. INV. 962.0:1: I. 960.33 I W'tE c ~ TO BlDG. . , I ClEANCXJT,~:~OOT CYS/~~@!1WiJ®@W J I ~ ~; FFE=967,Üîv Ci ~I I '0' 'Ç :r¡ ~ ad '. 6~ DIP RISER FOR ~ ~ 'I~~.,..·....t FIRE.t OOUEsnc~ _ ~ ~~ I AI~ ot1 ..p ..:'-. ~"gJ~&VC, I ~ ~""~""'~ .-. <'.: ~ ..... . .... . " INV. 960.Ò\ _ I ad ~..~ ~:_; .t::J' ""....., ... ..... . .GJ· ·1·..1 a.EANYOUT P.I.V. I :'';6t3 A. ..~ .~ :":.N :.. <:. '. ... ~ ".::.., . :'''.' ,. t ,;" ) -~ · ~ I. 95&0 ~ . Q.¿AN Tee c _ œ~. .......~...~. PVC SOR 35 0 '.00: MIN ~ ~ 4~ L.. '* I I. 9 1.5 _. * 1 7 _ "J: S PROVIDE YARD OR WAlL PJ.V. PER .' ~.~>..~, § <J= CITY STANDARDS. ~j J I ~ ~ 6~ TEE w 17 ....~ ~ n c:::::þ =~XN!E I ,,~ ~ 25 ,. Á CBMH-3 P. 964.~ I ~ ~1 29 . 8J'~I~~ . itCP . 0.28:IE I (.J. ~~I; "J> ~~ :101 ~.. ·:oa TW ::4 TW 962 \ 'L: ,,' "'" "" "'" "'" "'" "'" I / ~ -( TW 964 ew 963 "-65'-1~~ RCP o O.3~% ......... TW 965 BW 962 ~ TW 966 8W 956 R d On ~" :n }~ :l ~rN~ BW 949 - VERIFY lOCATION OF' __ ElECTRIC SER~ __ -- _ ...- _ "'" TW 965 8W 956 ~ .: ::-- iD -- - e I ~ 5 (PueelC ~IG\'I~") aWAY NO. STATE TRVNK alG ~ttø G~"SS ~ E 0\ "N IÓ:~ ui;" a!O -,.., '" I U> l S' 1to. ~ 9.$ "" ~.",..., ,,/" /" '" '" --- /'- _/ arr ~t\\J'-~O- . £,'OG£- ~ ¡ ~ ï~ !!! ~~ iI 2 III ~ i \ ~ 5! .. ~ \ 0 ~ ~ ~ ~ ~~*~\ II ~;~~.;' ~ / / I I \\...þ..~\) .\1'1 ~ , , -------- ____ ---- 6 1.'" 1,~,6~ ____ R:::=-44B:!>'Õ , '.. ---- ....---- --- ~~ ~tt ...ø- \4.~ \..~~ --- ~ SCALE IN FEET ~ (I ARCADIS MOOOIOO 'PIt 1EL£IWH ROAD SIJ'IIfIIA IICHCMN .. (248) 138-81. Ph. (248) 131-81. Fa CONSULTANT: Anderson Engineering of . Minnesota, LLC CIVIL ENGINEERING & LAND SURVEYING 13400 15lh AVENUE NORTH. SUITE B. PLYMOUTH. )IN 55441 TEL (783) 383-1084 FAX (783) 383-1089 ~ DJR .A........, ..,-'" ,.... we. ~teW~Ave.N ~6-~~S401 cvs/ þ)[h}lIDlJWi}lID©W STCÆ tuIEft: fl47 HWY 5 &' GALPIN BLVD CHANHASSEN, MINNESOTA DEVELOPER: .~ BEAR CREEK CAPITAL 9549 MONTGOMERY ROAD 3ni nooR CINCINNATI. OHIO 45~4~ TEL (513) 793-1600 REVISIONS: 5-13-04 PRELIMINARY PLANS 5-20-04 PRELIMINARY PLANS 6-24-04 PLAN. COMM. RE-SUBMIT. LAYOUT COORD: PI.ANNIfG MaR. DRAtwD 1M DAtE: _ tII&R: 1I1LE: MTJ RAF PSH MAY 5, 2004 10953 PRELIMINARY UTILITY PLAN SlEET tII&R: C-4 CCIAIEN1S: NOT RELEASED FOR C;CItotlllJC1lON c, f¥I~./ / 1 · s... ¡'S'f ~5 ¡ 0 U I //// l $ ) I '-..."0; ~ ( ~ I I .~ / / I í í /~ ! ~ ,- III ~I )t Ii i ::::> I /7 ~ I i ~, ~ ~\ t§¡ 1 t,oGt. Of \\.JI-~O ~t ..,,:. \.11-;"- i ~ MNDOT 2531 TYPE:\ B612 CONCRETE CURB &: GUTTER / ~ :Jt:~~R JZ~ :~~ . !IT &.(~~~Vx(~«~~~...... ...:. /.:/:f>; 6- MlN. I i~ . ...r¡..1>. :CO. , .. . 11> .~. -:~..":! :..: . JJ'~. - 1.5- MNooT 2360 MV.} BITUMINOUS WEAR (MIN.) - MNooT 2351 TACK COAT - 2.0· MNDOT 2360 LV3 BITUMINOUS NON-WEAR (MIN.) 8.0~ MNDOT 3138 a.AS$ 5 AGGREGATE BASE (MIN.) APPROVED SUBGRAOE PAVfMFNT SFCTlON NDT TO SCAlE NOTE: VERIFY PAVEMENT SEcnON DESIGN AND SUBGRADE REQUIREMENTS 'MTH GEOTECHNiCAl REPORT AND RECOMMENDA nONS PRIOR TO CONSTRUCTION. CALL 48 HOURS BEFORE DIGGING: GOPHfR STATE ONE CAUr TWIN CITY AREA (651}454-0002 MINNESOTA TOll FREE 1-800-252-1166 $TORM WA TER POl~UTl~ PREVENTION PLAN NOTES: I. CAØtC CQJITltACTOR 9tAU. VOJN LOCATIONS AltO tu;VAfIOtI$ C6 AU. UNO[R(;IIOtH U 1IJMS .TH THE AtSPf:CtM: U 1IJTY C( t,tPNCS PRIOR TO CONS1RUC1ION. 2. AU. EI!OSION CClN11IO.. t,l[ASU'16 CALJ..[O FOR Oft THESE Pl»fS NC) SP(OI'ICA lIONS. 'IIHOI WAY I<IC1UOE $1"" FÐfCt. S[Ot,I[N TA TIOIt Bo\SItIS OR TDPQAARY SEl:*(NT TRAPS. SHALl. £IE CONS1RUCTtO AIIO SElMŒABlE IN THE Fou.o...o 0A0f:R: i ~~a~:;=:AU. ~A:T~ ~ F~æIN~~(=) I. INlET AIIO OUtLET F AClLI'ŒS SUBSEQUENT TO STORY SEWER WORIC. 3. CAAI)NG CONTRACTOR S1tAU. PROYIOE AltO MAINTAIN AU. E1!OSION CClN11IO.. MEAs..II€S .. ACCOROANŒ .TH CITY AIIO ~ PHASE . PEIIMIThtG A£«JIÐIOfTS AS 'lIEU. AS EI!OSION CON11IO.. t,l[ASlÆS AS MAY £IE SHOVf'f ON THESE Pl»fS OR SP(QRCA 1IOHS. CRAOING CONTRACIOR $HALL III't.OIENT Nff AOOIIIONAL E1!OSION CONTROl. t,l[A$l.MS AS IIA Y BE R(O,III[O TO PROIECT AOJACENT PRCII'tRTY. .. AU. Ð!09ON CON11IO.. FAa.l11£S SHALl. III!: "",,"TAINEO SY THE CONTRACTOR 0I.If!I<IÇ CAAOIfG ()'I(RA TION$,. AHY TEMPORARY F ACUflES 'IIHOI ARE TO BE RfJIO'ÆO AS CM.LEO FOR ON THESE Pl»fS AIIO SP£OI'ICA TION$ SHALl. 8E FIE»O'otO 8Y THE CAAOIHG CONTRACTOR MtEN OIR£CTtO 8Y THE := ~~~=':TH~~Rf;$:SPE~SU8St~1\.Y ~ THE GRAOI<IG CQNTRACIOR SHALl. SCI£OIJl.E 111[ SOI.$ ENGINEER so BlAT ŒRl1F1C',hON (1F AU. CONI'ROLLEO FU.S WIU. BE F\f!NISHtO TO THE CMIEfI OUAING AIIO UPON COMPLETION (1F THE PRO.Æ:CI. 6. ~~~~1f'~ ~"'~"lßp~~~~ A~'fioAPE a: IIIULCHEO AT THE PRESCRI8EO RA T£S .INN 72 HOURS C6 FINAL CAAOING UNLESS 0THER'MSt HOTEO. ~-:: ii/l: 5œ r~,,;=.&.~~¿ ,QL EXPOSED sc.. AREAS .TN A COItTH.lOUS POSInYE SlOPE IIITHIN 200 ~AI. FEET C6 ANY SURF Aœ WA n:R. WST HAYE TDI'ORARY ERO$IO\I PROTECTIOIt OR PERMAH£NT CO'ÆR FOR THE EJŒ'OSEO SOIL AREAS ttAA ROUNO. ACCOROING TO THE FClU.O'/IIHC TABlE Œ 9,.OPES AIIO TIME FRAIÆ$. TYP£ C6 ... OP£ lIE. (»cøIrrun 1m. ... _ can ....0;.. "'*' _ u.. or*, Is not ~~ J:~ J: I ,¡ g:~Uwl1 ~ _eel) Fl.ATn:R THAN 10: I 21 OArs 7. THE EXlSTIHG 1OPOCRAPHY AND CONTOUR [LEVA 11CIHS SHOIN ON THE PLAN 1I€RE TAICOI fROM A PLAN F1JRNrSHÐ) 8Y (MIER. a. COHTRACTORS ~ ANO ERO$I(ItI CONTROt. OPERATIONS SHALL TAIŒ: PI..AŒ .INN THE CONSTRUCTION !MT$. 9. IT 1$ R(QUR€O THAT SOI.$ TRACK£O FROM THE SlIE 8Y MOTOR \ÐICI.E$ 8E: Cl.EANEO OAIL Y FR(I PAVEO ROADWAY SURFAŒ$ THROUGHOUI THE DURATION (1F CONST'RUCTION. 10. PROWIE TDI'ORARY SEOa.IÐITA11OIt 8ASIHS AS OIRECTED 8Y THE ÐØ«ER. 11. ALL REOUIIEMEHTS Œ THE LOCAL ..11 TERSIIED OISTRICT SHALl. III!: SA l1SF1EO PER THE AI'I'ROYEO P€RMI T. 12. ALL EROSIOrt a: SEOaÐIT CONmot. MEASURES SHOWI ()I\ TN$ PLAN AIIO III't.OIENTEO .. THE FIEI.O AS OIR£CTEO 8Y THE ENGIHEtR SHALl. COHFORM TO THE MPCA"$ "PROTEChtG WATER OJAUTY .. I)R8.\f AREA$: 8EST WANAŒMENT PRAC11CtS FOR IIIH¢$OTA·. 13.~W~~~~~~~~~~~J:a: SCOUR THROUGH USE (1F ÞI'f>RO\€O ENERGY OISSIPA TION 0E\tŒS. I'" ALL SOUO WASTE/ CONSTRUCTION 0E8AIS SHALL lIE IIISPOSEO C6 IN ACCOROAHŒ WTN MPCA ~no:sAZAROOUS MA1ERIAL$ SHALL. BE STOREO/ OISPOSEO (S .. COMPUAHŒ wfH I$. COHTltACIOR SHALl. USE RAPID STAllUZA TON IC1'HOO$ PER IoInOOT 2$7.3 AS NŒOEO OURIHG THE COURSE (S THE WORIC TO M","T AIN CONF"ORYAHŒ wTH THE CITY AIIO NPOES . PERMI I REOUIIEMEHT$. THIS WORK SHALL COHSrST Œ OPERATIONS NEŒSSARY TO RAPICII. Y S TA8IJZE SMALL CRITICAL AREAS. TO PRE'ÆHT orr $ITE SEOa.IÐITATIOH AIIO/OR TO CCilA.Y WITH PERMIT REOUIIEMEHT$. THE WORK WAY lIE PREFORMED AT ANY 11111[ OURING THE CONTRACT AMI) OURING NORWAL WORKING HOURS. THIS WORK WIU. III!: COGJCTED Oft SMALl. AREAS THAT .....Y eR IIAY !tOT 8E: ACŒ'SSI8LE wTH IØlMAl E~T. TN$ WORK SHALL £IE OONE: IN ACCOROAHŒ WTH THE APPI.ICA8I.E IoInOOT STAlGARO SF't:0I'ICA lIONS. THE ŒTAJ.$ SHO'/IN ~ ~~ ~~ ~D TO PfIFI'tIIY 0PUA1KWS WIYSSARY TO RAPIDLY ST_m -,...., iit~m~JÌ:~:;~;t~~:-:-~~~~--r~~~ TH!S£ UFORTS WIU. 8E: INOOOITAI. TO THE EROSION COH1RO. BI) ITEM. :C~ ~~ ,:':..=:YEO FeR THE5f.: OPERATION$. THf:SE ME1'HOO$ MAY 8E t,l[THOO", APPLY f\1I£ I IoIULCH AND DISC ANCHOR MEntOO 12: APPLY f\1I£ I WLCH AND TACI< .TH f\1I£ ~ HYÐRAIA.IC $OIL STA8IJZER ME lHCO ,J: HYCRO$JIR£AO SŒO.r£R1IJZ£R AltO TYPE 6 HYCRAIJUC sc.. ST A81JZER METHOD,..: HANO INS TALI. SŒO. FERnuZER AHO EROSION CON TROI. 8I.AI«E T CA 1E000Y .3 tÆTHDO Þ PI..AŒ ŒOI[XTI.[ AND RIP RAP CI.A$S . .. VARIOUS COHF'ICIJItI¡ 110HS 16. CltAHŒ (S COYERAŒ: FOR STORM WATER OISCHARGES FR(I CQHSTllllCTIOIt PRO.£CTS 'MÐI[ THE o.cR OR ~=o:ø~ g;.'feR~~~~SIØ'I~PORR£~":~.~'J'A:g ~~8UILOERS) OPERA TIOItAL CON11IO.. (1F THE SITE. C'CMIENCIHO WORIC Oft THÐR PORTIOIt (1F THE SlIE , OR (1F THE LEÇAL TRNfSFtR. SALE OR CI..OSIHG Oft THE PROPERTY. 17. lNOI'oOJAl SITE 8I.II.I)[ft$ SHALl. 8E: R£SPOHSI8.£ FOR PIIOW!INC Nff AIIO AU. I€ŒS$ARY EROSION CONTRa. IEASUII£$ AS WAY BE REOJIIm. REQUR€O [OI'S SHALL CONSIST Œ SUI NOT BE LUTEO TO THE FCUo...o: A. STAKEO FIllER LOG ROlLS A I 8ACIC C6 ALL CI.JI8 txCEPT AT CONS TllllCl1CH/IIfaVE'IIAY EHTRANŒ. e. 51. T FENCE: ()I\ 6IJ, ()()I» CAAOIOIT 9,.0P£S FROM CONS1RUCTIOIt AREA. SI. T FENCE: SHAI.I. HAVE THE 8OTTOM CIUG .. .TN SOt. FIRM!. Y Cl)l,PACTEO. ~ ~~~ ~A':~RE= ~ ~~=XTI.t FA8RIC. INOIVOJAL SITE 9IJII.O£RS ARt R(0UfI£0 TO MAINTAIN [CM"S 1.1<1111. SUCH TUE AS lO'oOJAL YAROSßEŒTA TIOH ARt EST AIII.I$HO). Ie. CONTRACIOR SHALL PRO'oIŒ A TDPQAARY SEOIÐTA11CIN 8ASIH ()I\ SITE FeR CONS1RUCTION WASH OJT USE. ~ n:= ~~g:.TtO AS TO PROYIOE EASY ACCESS FOR CONS1RUC1ION YEHlCLES AND 1 i. INlET SEo.ÆtI IA TIOIt CON TROI. 1$ 10 8E PROVIJÐ) TO ALL STORM SEIlER CA TOt SA., 1'IØWQ1OJT CONSTRUCTION. MtASURES AMJEO SHALL CCM>!.Y WITH 8EST IlAHAŒNEHT PRAC11CtS FeR MHtESOIA AND APPLICATIONS C6 NPOES PHASE . AS APPROPfIIAT[ FOR PHASE C6 CONS1RUC1ION. STORM WATER POLLUTION PREVENTION PLAN SCHtOUl..t Of J~$TAJ.I..AnON 4( MAlNJEt<I~NC~ IIEII ItSI""ATIOH INSPECTIOH a: MAlNTrNANq ~ ~w.~~ æ~~~TS =~~';, AS R£<UIEO. . ROCK CONST. PIIOR 10 COMMDfC£MEHT IHSP£CT R(GULARI. Y. EHTRANŒ C6 EARTHWCRI< CP£RATIOHS. .......T"'" AS NŒDEO. OUn.ET SKIMIoIER AFTER PONO GRAQIoIG S1RUCMIE 1$ COMPLETtO. 5I.T FENCE: PRIOR TO PAYI'I(;. UPON COMf'LE11CIN or PONO CAADIHG. CONe. SWALE CONST. AIIO OJn.u INSTALLA TIOIt. OETDlTION PONO 0IØtG EARTHWORK OPERATION$. INSPECT REcu.AAL Y. MAIN lAIN AS I<IŒOEO. INSPECT a: W","T "'" AT LEAST ANNUALl.Y AIIO AFTER HEAVY RAINFALl. EYEHT$. INSPECT a: WAlNTAIN AFTER HEAVY RAH'ALI. EVOIT$. R[M()Y[ SEtWENTS AS NEEOEO. PERUAHENT. PERUANEHT. RIP-RAP a: ,., TER PERMAHEHI. INSPECT a: w"'" T"," SŒO a: MULCH AFn:R fIU.L GRADING AFn:R HEAVY RAIH$, ()'I(RATION$. ~ ...::1~~ IU:T PROIECTIOIt UPON N..u CONSTRUCTION MtEN CAPACITY OIF lIMP M"," '[HANCE IS AT 1/3 HEIGHT COHTRACTeR IS RESPONSI8LE FeR INSTALLATION. .......TEHAHŒ AIIO I!£»OVAL (1F ALl. APPI.JCA8LE ERO$IOH a: SEDIMENT COIt11lO.. ITOß !to RÐIOYAI. NECESSAAY. AFTER TRI80TARY AREAS ARE FULLY RESTOREO :e:,,::; II!'~T 7. '::is'f:s: ~ ~~'MIIIIC iæFAIIRIC MCHOIIAOE ..... ==:: ~ ~~ ,.... :o,~'::i'~'~" . ç. '..~ _···:;~l~ ~ ~ ·1· ,. ., ... ,... .::: :·'~:5~JT¡I:::':: NOT[: fØ'E.tC ~IG UfI Ji CCWIGI.IIATJOII, A"ACH F"-: TO _ MØH _TH HOC MtCS. S1ŒL POSJS _fH TIE -.a. 011 .xJO POSJS .TH STIIfILES. TYPICAL INST ALLA TlON FOR SILT FENCE (!!CI'IOM 6.3, WICA'S '8£5T ......" ~ (ItT 1lltAC11ŒS") BOÇ~ CO~STRvcnON Efi~A'iÇe: MIlT TO SCAU: (ã ARCADIS AMXJOIOO ~ 'IÐBRAPH ROM) !DJ1II'BD, IICIIWI .. (248) 138-81. Ph. (248) 138-8111 Fax CONSULTANT: Anderson Engineering of Minnesota, LLC CIVIL ENGINEERING &:: LAND SURVBYING 13400 15th AVENUE NORTH, SUITE B. PLYIIOUTH. MN fiM41 TEL (783) 383-1084 FAX (763) 383-1089 333 Washington Ave;:N Suite #210 Minneapolis. MN 55401 Ph. (612) 676-2700 cvs/ 1P>1m~1f1IDi}~©W STOFE tu.fJEB HWY 5 & GAlPIN BL VO CHANHASSEN. MINNESOTA 1747 DEVELOPER: ~ It.-- p>--r -.J'" [~--~ BEAR CREEK CAPITAL 9549 MONTGOMERY ROAD 3rd FLOOR CINCINNATI. OHIO 46242 TEL (513) 793-1500 REVISIONS: 5-13-04 PRELIMINARY PLANS 5- 20-04 PRELIMINARY PLANS 6-24-04 PLAN. COMM. RE-SUBMIT. LA'YOUT CDCII): PLAIIING MGR. ORA" BY: DATE: MTJ RAF PSH MA Y 5, 2004 10953 __ NUI&R: 1I1LE: PRELIMINARY GRADING AND DRAINAGE PLAN SlEET NUI&R: C-5 COMMENTS: NOT RELEASED FOR CONS1RUC1ION W· / - i -' (. ~ ~I I I I II U lJ.' .~ I ~I ¡ õllJ ~IJ/ I~ ¡; I ., .. ~'l\ '. \. , ~r: þ. s...__ ~..,. :! I \. ~ ~ =:-ca:sv:* ..,."" ~ 1"1 ~,'--1--}---f--------,~ ~'O~' U / : '\ ~ .. 1. " ~... ",,- ." . -... - · . -I L :'-'T '" ..... , , II '''1 un ,;:« -·L ~JvATE 'ROAD ,M,. -L '- = - -;'''''=1:-'''' I ~y .,.>"" / :£- ~ =:t: ~_.,. .. r .. _.~ ..~:;I .. - - =-~ Ù ..... .1"01 --,' / ( 'I I 11 b. ~..:,t.~ .....,... t': $ ,----- I V I =~'O """0...»_ -~'IICI". ~ I IIIIIJ.=::-T-'""T.f,¡;,s.w¡:ïœ;-' ~~I 0'ö'::.... ,/ - r ~ CWIGIII,...L~I t.!S..~j"U- I ~v 9 "..... ....,.,.,.- ,_ .. I,. -,.V'O,--...........,'-r..WtII: 11.... ..~........ ........~' ~~...Ñ.t> _ : _ ~ ''''''.1' - __ì"'1........... , 'ftt;.. \ V""- I --- .....1 =-. __.... \ e!Þ£L1'WC tnu '01I0OI'.:0 I.. r:;,\. ·.r·i / ~ of I - ... ~~ 1õaRL- CI'MI WIO, - tROt ... ~ -.D: " f..,t>G't.. 'I - I~!:~ ii flj,.._, / ~ 0 I = '1-," CV8I~ /~. t.. ' \ \- >. I - ~ ~==..~.t ... FFE=967·()"Iv ~.~I' ~ . J~: I ~ t- I - 1'1 -6 . ~ . ~ l~· , , I - ..1~1 &t:.&'I'"\' ~ ~ ~: I ,. - ~~,,<,;~, =-~~ \ " ~ I 11 : ---æ2. -d )(1:..~..;".......~.,ç.~.i! - ~r: :+1 .. :j ¡ ~ ~16i . _ . _If· -~..,b-&."'<- r :'" -' - ~ :' ," L.s 17 1 1 I- rr .,1" ~, I 'I ~' ~ <>=- r:#~ J J I '¡('~. \ i 7I~I· :$1 Ii IlluLLLlJ..j~{ft I!til" . \ "ç . \,. ~J~ '~ r ~ ~ ...... cwYUICA*ÐI'i _-I ~ ........... IlU*KhCI--r - -. · ~ ...... ,-.0 -- - - :;: --...- '- -- ~ .~. , '- ----;;;.- -~ '. ø:j' _\ ~ --~ \... ~ ~·1~ , r · · · ~ ~ III ~ I III ~ I CQ I i ~ I~~ -;:: I ~ l $~ ""-~ I " .... .... " ,.~ .... - - - ......... - -.. ,.".... -> - - Q"&6>' -- ~ ~ ~ --- ..:::-- ~.. \ STATE T~VÑ¡(ìiIGllfiAY NO, 5 :::,Øo",,· ____________ ~ (I ARCADIS MCOOIDØ 'MQtJ 'IEl.ECIWIt ROAD SIJ1Ift1D. IICHG#II .. (248) 138-81. Ph. (248) 138-8111 F. CONSULTANT: Anderson Engineering of Minnesota, LLC CIVIL ENGINEERING & LAND SURVEYING 13400 16lh AVENUE NORTH. sum: B. PLYKOTJTH. MN 65441 TEL (763) 383-1084 FAX (763) 383-1089 ~ DJR AIIICN'I'I!CT1.IC. 333 Washington Ave. N Suite #210 Minneapolis. MN 55401 Ph. (612) 676-2700 cvs/ þ)1tD~lf11i1i}æl©W STORE tu.fER: HWY 5 & GALPIN BLVD CHANHASSEN, MINNESOTA f/47 DEVELOPER: ~. BEAR CREEK CAPITA~ 9549 MONTGOMERY ROAD 3rd fLOOR CINCINtfATI, OHIO 45242 TEL (613) 793-1600 REVISIONS: 5-13-04 PRELIMINARY PLANS 5-20-04 PRELIMINARY PLANS 6-24-04 PLAN. COMM. RE-SUBMIT. LA'WOUT COORD: PLANtINO MaR. DRA-.G BY: MTJ RAF PSH DA1E: .. ru&:R: 111LE: PRELIMINARY UTILITY PLAN MA y 5, 2004 10953 &tEET NUI&R: C-6 CCMEN1S: NOT RELEASED FOR CONS'IRUC'IIC* .0 LEGEND AUTO SPRINKLER · CATCH BASIN III ElECTRIC BOX œ ELECTRIC METER ¡] ElECTRIC OUTLET POST · GATE VAlVE · GUARD POST .0. HYDRANT () UQiT Pa.E o MANHOlE o MANHOlE NOT FIElD lOCATED * SEMAPHORE · SiGN iii TELEPHONE BOX . TREE ___ FENCE -.-GAS MAIN --OVERHEAD WIRES -. -SANITARY SEWER -"-S1'ORY SEWER -. -UNOERGROUND ELECTRIC -oo-UNDERCROUNO FIBER QPnc - · -UNDERaROUND TElEPHONE ---WATER MAIN rs f ·F42 ~ ~ ì I c¡ I I ~tDCif: STATE COICJW:~ tDCif: ç".. s s II r D'.... ~ '\ J ~. ·F" J.2I! "......ZII .JB.tD .- . fiG! NO BUILDINGS ON SITE ·F" f) v J.!.t2 .......79 'F-v 'p21 t .jL ~-;¿Jt / .~- , , :;Ø/~-~r"~ "'~ ·r,·æ HI _, L ~-----"\c--\ .,.. N84"1-'fI!tt t .44 3.~ ~ ,_" 'f'~ '-- ~ """- ~~.A~~~~. .) __ .. (""- _ ~'UDŒ :::::.:: "" N ity NO. A WyE ·F17 s IN FEET . DENOTES FOUNO IRON MONUMENT . DENOTED SET IRON MONUMENT 'F~' ~~~ IIIY.,J!r- ~~ ISO- --- t~F" l'A' ·r'·~ (I ARCADIS MCGOICM3 25200 'IEI.ECIWH ROAD SIJIFBD. IICJIWI .. (248) 131-81. Ph. (248) 138-8111 Fax ALTA / ACSM LAND TITLE SURVEY SURVEy FOR: BEAR CREEK CAPITAL, LLC PROPERTY ADDRESS: ?ff?? UirUlesoto. LEGAl DESCRIPTION: lot 2, 8Iock I. GAlPIN BUSiNESS PARK, according to the recotcled plot thereo', Cor¥e' County, Uinnesoto. TOQether with the benefits contoined In Oedorotlon 0' Private Utiity Eosemlllrlt tiled os Document No. 314686 and in Dedorotion of Shored Drivewoy Easement filed OS DocumCltl:t No. 314687. CERnFICA TIQN: To Otic:* Title InMlfonce Company. Inc. ond CYS Corporation: This is to certify thot this mop or plot ond the survey on which it is bcsed .... mode in occ:«donce with -Uinimum Stondard Detoit Requiretnents 'or Al TA/ACSIA land ntle Surwtp." jclinlly establi....ed end odopted by Al TA, ACSU ond NSPS in 1999; end inCludes items I, 3. .., 5, 6, 70, e. 10, 11 ond 12 of Table A thereof; ond pursuonl to the occurocy stondords (os odopted by AlTA ond ACSU ond in effect on the dote of IlIis c..tmc:oUon) 0' an ul'bon SUfVe}( The posit/onol Uf'Ic:ertoinlle$ resulting from the surwy rnto:surements mode on the survey do not exceed the ollowoble positionol tol.once. Doted: 11. 2004 CONSULTANT: Anderson Engineering of Minnesota, LLC CIVIL ENGINEERING & LAND SURVEYING 13400 t&lh AVENUE NORTH. SUITE B. PLYWOUTH. MN 6&441 TEL (763) 383-1084 FAX (783) 383-1089 Andef'SOn Engineetln9 of Uinnftoto, UC by. Jock Balke Minnesoto lic:enH No. 20281 R AIIIIICN1'I!CT\ .c. ~~te"k~AVe. N ~276.~~S401 cvs/ (p)lroællJW1)æl@W STOFE NJ.IER: fl47 HWY 5 & GAlPIN BLVD CHANHASSEN, MINNESOTA DEVELOPER: ~ BEAR CREEK CAPrrAL 9549 MONTGOMERY ROAD 3rd FLOOR CINCINNATI. OHIO 46242 TEL (513) 793-1500 REVISIONS: 5-13-04 PRELIMINARY PLANS 5-20-04 PRELIMINARY PLANS 6-24-04 PLAN. COMM. RE-SUBMIT. LA'VOUT COORD: PLANtING MGR. DRAv.G BY: DAlE: ... NUI&R: 1I1LE: MTJ RAF PSH MA Y 5, 2004 10953 EXISTING CONOI TlONS/SURVEY SHEET NUI&R: C-8 CCIAENTS: NOT RELEASED FÐR CONS1RUC'IION