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PC Staff Report Attachment 8. Preliminary Plat Submittal
I WEST PARK 4 CHANHASSENMINNESOTA ALLIANT 233 Park Ave S,Ste 300 Minneapolis,MN 55415 612.758.3080.err 612 758 3099 FAX WWW.anlnt-inc.Com 18,1 i1 ea.;v, 1I 11 a 'P 11Z.# E{{,y''''It DEVELOPER Y tee. \ I q(Y Tc PULTE HOMES i/ '/10 6E,) 8 i \\, 47- 40, 7r z.E ' : 7500 OFFICE RIDGE CIRCLE WLL •.ai~ L R 1$0'r. \ On SUITE 325 1 101111,1 f - EDEN PRAIRIE,MN 55344 CHANHASSEN1n e , k PH:952-988 8224 i I j; o+R -, F "q'llle r s CONTACT:PAUL HEUERtel/ 6 r EM:Pant Heuer@PulteGroup.com 1 0,I kI ' CONSULTANTImo' -7.-,...,""T---------01l- 1V - Nq" 3';4 ALLIANT ENGINEERING,INC. 9 J Y Iii RK AVENUE SOUTH, teta ii AQII 300APOLIS,MN 55415ligns eIIIP2- 758-3080 I40A 2-756 3099Eweay E'Q o f INEER roAto1, toff1 z I 4.: BAUSCH m\. I J, 1 /\ SENO.43480 mI —- F - Ui 7, 4a=°aro•' RAI-IE I(E rausch@alliant-inc.com NL—o y 't EYOR atitISB.OLMSTEAD iSENO. 18425 Y SIll lmslead n alliant-inacom Q = LANDSCAPE ARCHITECT 7 / PROJECT LOCATION MARK E No.2 22 w ¢ OLICENSENO.26222@Iy ,z....0_,--/ VICINITY MAP v a U rr / EM:mkronbeck@alliant inc.com NOT TO SCALE I hereby“rlIfy Mai Ws plan, J I X° SHEET INDEX NO. wNE R'°'°°' PROFESSIONAL NR EER und COVER SHEET l RE1111111•: E..' ,I EXISTING CONDITIONS SURVEY 2-3 o PRELIMINARY PLAT 4-6 oe.Ev...,.A. I__ 2 GUNIIT ASSURANCE/CONTROL GRADING AND DRAINAGE PLAN 10-12 I• W p ,..- 1 GRADING PROFILES 13-14 I_ i• ,i• A EROSION AND SEDIMENT CONTROL PLAN 15-17 fTV OF u `p 1 DATE ISSUE1 DATE Imo\ 0 , EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 18 V I I T\JP V III Jyf y' r°-T°'v°°a"nr"E UTILITY PLAN 10-21 RECEIVEDR{I/Cry b,TREE CANOPY COVERAGE PLAN 22 r° lJ IVG[.d II TREE INVENTORY AND PRESERVATION PLAN 23 N/ I j d IA LANDSCAPE AND REFORESTATION PLAN 24-26 LANDSCAPE SCHEDULE,NOTES AND DETAILS 27 HAY 1 8 2011LANDSCAPEDETAILS28 oHLy PARKING EXHIBIT 29 PR ECT6411 OAT e-oz. FOP E48 ['. rz wR P 0 f°\N°C1LDN C ANH SRNPLANNINGDEPt 0 60 120 240 NOT 1 SCALE IN FEET SNEar 1 of 29 o In >v ' f l\w •. a r 2 0" 0° BE I I I r fiEE SHED { aha W 4 w R 5deoa0 p•d5.'d0 I LEGAL DESCRIPTION NOTES p'I ry to,'Y'.. /, ,"," I Northwest c n tound iny` (;Br9 N6C55'48' Y P,p u ` Li:i 11M1e NwNnneao' 3Q l t .• Nn of the nom feet; corner I the Northwest Quarter o as eepclxl M,eoo cornbleadon ol ere..mete.proposed Oopw, Orecel system bre 3 0Y9' y/J•, P 9 et°inm 9 mmun seconds East don9 the North rex al said eaaaw`:wwhi.mmmjai::tveriy+° <prewann or... p'n,a`dy A Or bearing Stole HighwaySouth 25 degrees 26 minutes,3 mea l 20 JB feet tohwNumber1andpoint5emonthepointofhming IIcurve a ha 9.ydm,memM Dw d w w NAD.. wgw t c troct to be.3.6.;thence westerly g said center.ala ydem.9aah..nza,W NADA,meLnmNARN 0 a:m 1. .:4<=,,,,,,, ,--;-,*' a w, o the nor lh Said curve hong a centralget of 09 degrees tangential 57.cones ru ra ICO"'" Y ground fcet area mire Mexvdel:owerah F' j'Ep • of 621.15 feet,m orc length of 99.73 o hmtl bearing i South 74 tle9meea 12l L — — — _ M. Ma vo' p'Y50'0 lOS' . sarl luronM W dl and a chord length o1 99,2 lest: mce,S uth]9 groes,JB Mutes 53 6 TMuee,,,,,,,,,ol.e ahoy p j..,--79 gr9 ,y i. er 1 long add centalne and or ton o el rntiol .that s concave to lael: sad ns„—,.,..7..,--79.-!..,./'1 r southwesterly 7,38 eking of 19 eegrem 38 miinutess 53 second.aaradius length f southeast. 87 fee,o operyham.255>gua,e,r1w t056 soca. i'ors feet: mw continuing m9 center. n w h 1 x nd m Nal•con..to,he.....t..ed carve 161.9...el e.a of 52 e.g.....1 mnutes SI6W0>E 23r. eco a ragas length of 127.60 feet, me orc length 1 10.49 fee.aMord hearing of South 33 rv'91^>T'O.pp wma.eY has emra eamofugc prap•eny nes an W.mon ols15 a14rLANESUSAN-::':::•.. _ - .... 0".1, - d 3] W 1 24 NAtlD m. 6y...degrees 34 minutes cantle eat,a chord length o II.9 est to the West Me of Said Northwest Sar w 1" Quarter,artr,t ce South 00 degree.01 minutes 33 seconds East f and dm the3, 11"... .../;,„.." 1 sr.. •' r I e alSalo Northwest oaonr 3sz:]4 feet m a South Gnla of the North 660.00 lest of he J E-4411--00 E6,,, s.1..- 6 r4 r es}01,n wmM sa to'rfne 430vd°iwecibnl24:We8mce' au,n i degrees 19 mMwtee 43r1wY: 1-1 j 5 a ,,,'"r •.5 umb thence a° n irly rgnte oolong lin on r nk ni9nol eoy5QJ500Qnj0wNumberm h• southeastlly da9 curve ng rcgontrol n le g tmminute y - 8`,!6,7, •••• -• I srve econds, concave to of 350.00 feel, o length of control of rn° we' areea.mg afniiw n6 a LEGEND f°" g 0• Nl Mag degew•0]rmnules 43 x da Eoal,a chord 91t,of 7I44 feet:amen`a Norm 6 tlegreeall]! 1 x`r N,<°a pi, w minutes 03 seconds Err. resold westwydrig„1 of wa me one rw argent to the t axl CeacrDed o Sapp1 wpypex,I 'I J I ve 39093 feet:thenar a dm„ etedalN t ole non erw as x 1 ; xsean xo p concave o the eastsaid cu having o central ge of w7ytl agreees n J9 minutes 47lseconM11t1.•1e xrw 2 San utt azs n.u<sexu radius length of 99148 tae 1 of J0000 fa the Nhwtn mg ea 40 r p. t , aa”"k j j r _ r y., f ea sg . m I': m Errs,a length19993esfee a of said ssa ;',:b -'i p.v.o xr.11" 11'. a.a' 125.( Nor.89don ne of Stole grsaid rvo.tn In ora gib.,.es Ica.ws.s a.eua 1 ..'ppI par x n r I!% sy. Sa i said centerline dve 0Restart low curve he0a 101; esSa hating, southwesterly n 6.... I_ Imu.. c ea xssmeI— IYY ' 4r : anr x tt.• t rax 222]9descrbefee9 ro'Mad°U aa M 1331msou ea59J°aecontl mmol aanBaeconfdB2 Sfe chwdr„ Im9m o1 can. see sans& SawLo 33 p ,l C 4'°# - n 1 221.60 feet to he pont o g aneing agrees a9 es 43 Weal.a 9N of gr....fi( I I.- 8 Parcel 2 gat y armeQar rota a,An,ewP.a..al Y Rock I, only.wEIIia x.m.n \ Q T Lelcd 3 sea N oPude.n L 1 Prn n sn 2.Bieck 2.Colway Norm,cmvcr County,Mnnaaola. in An xi v w,a u,..,[war mM IIS ji; I e r Parcel, Y 4, `.''•er a` rl A.Gateway Nwm,Carer County,Nmneaoln II- I I r...-.67-,,,.7.... xrnr x n. • r-- oat i. 1II a, xrr 0,43.---,-,-. 1-'..„. 1 A-sal (I I.' i x VICINITY MAP-NOT TO SCALE BEARING ROTATION DETAIL-NOT TO SCALE I soya' w Saba I §I '9 n 1 411 A,„ Ne' yy'r^, .,_,,,,,b,„,„<,....... r , 4• 1.\ a ' a P" aaa,.° a y8Si. vim—•Pi:_ v: k- 0. 53 .•U1e 3.`a- d 1,`.a u p0j W3”I g ,d`(, dd`L " n ,e" 1 ap a / d or j / S i3L/A CLAW r/4 2. roles•L1 •'--6.‘•.a 7 c q ses n'ur V If 1 5k• 1C y ' 3! 3 N '>4. 0 cerzwer o°"mr,I I r roo • 0. B'g'' o' t% d m S.I E 15'a rroiM M.1>S/ kN\I-•11\--_--4,0'1• >'f-':::.*:.!"-'''''-'----. a xaa.a. 1 *g,, ih N II j _ ;m* i f lick / ry g 5: h I j 0 .lam xg,. .' lT/r/a. ;, h s i l l f j f. a :n w u ® I p ara7,-- Ia//'g s. ` 3 N65Au= inv.4,i arunMmaluw aney.pm.wrapar ill1r. iitli wee pWxwmhvmewunar rny t xwe+w'mmddrNwwerserfed233ParkAve5,Ste 300 ," 111''''''. a.la.,oma Minneapolis,MN 55415 612.758.3080 se ovarorvD ALL. xsoNIANT 612.758.3099 E.oma nO 15•wealliceW.allianl-inc.com sa,a,ae10,21117 164. E N EXISTING CONDITIONS SURVEY PF• CHECKED 9v D80 0 25 50 100 PULTE HOMES OF MINNESOTA D 4/19'171] USAT PLAINS BLVD.AND 760&781 JtaotC SCALE IN FEET LAKE SUSAN DRIVE 3oe aSJOBNO CHANHASSEN,MN 55317 FIELD 09 w 9 SHEET 1 OF 2 w w W•N., r44 as.a,.„av , w I,, m., „„60,..,,..,,, e,,,,!--- f j, r/ l/ . / r»,0, P \ 7, „'- ' j> «9 x.3"» ... / e eC @ I PL j{0.96'S3 „1_—_-_-:--;,----12----- - s Ti m-xq g Aoop 0 ° 7, TES ft oWA 0 w a m P L 181,1 1.IIBN\ ti/ w Y 11 I/ u" c."nzw g y ^ ro 7-'r & Ami I r I . 1 1/ I 11,,,„ J L dP 7 " / Ii pl M. Fl L. b" ^/ ^ , * r/ BEARING ROTATION DETAIL-Nor ro SCALE 1 r w m«.m., o Hq,sl 11- .+m Ama n° ; a. ^... . 71,:k 1 , I E I II I w uP. .pro, qy 1 .L Ii k I" mow:« "° Y .",,. w. ...». ^..,.. M ...,. . aI• ' 1l ' 1 a W LEGEND mm rt w w 1. til .. X...,"'om° . xn m°1 rvwc.ww.n w». .—, ..a'' .Lw 00,0-",,,,„-..--' O.wc,»coma,. I '' rwnE.m ^• Stw J9r mw•s- ''t,.. v. R{q b sn»», wV»¢,ah xem T Y .",a ` 350 1 e - F I?._ i ,..w ^... ^ e rf 3'N1t 4,„4.1:14,--_,--t'II'i.n _- DOC.W11 Mange M va n....w,. MOW MAI VA Iw 1,s"a ...« o^ -' 5 -,ri °. „ mow. r o a _ t,v" was, „' K - ,,, or '°''Ay1 w.a w» H w 1^, , ? m. w" e', x e Sb, I WI.ure wmam.'" Y.» rec» nEew,e 233 Park Ave S,Ste 300 yP Minneepol e,MN 55415 y r `:" y „ww„k g-,ror••• ` P, // or IQ''y /e de' II 5 612.7583080 wuu ms El 0.S.,0 6'1 IV 4k " w m s,P OP j` / I A L L I A N T 612.758 3099 ray J i I F. 6 N81111.1111. www.a Lant inc.com 3 s x , . 9P' ° 8 0.01, I id i I oao-L t° f),(;"--.(,:.).----'-''/ I EXISTING CONDITIONS SURVEY CHEmea. P,',' D. a N' ° 3 i.'" PULTE HOMES OF MINNESOTA Ewe N,0 7L — I. ""0 I OF 2 6 25 so 00 ti - q"" Ir SHEET I I 8801 GREATPLAINSBLVD.AND760&781 SCAM Ss mer L ,,,. ' SEE N SCALE IN FEET MO.LAKE SUSAN DRIVE ape NO 5'.: ......... S+7VE II CHANHASSEN,MN 55317 SHEETS OF2 1 1 I 30°11'49'E 234.30' I s APPLE TREE LANES09L4141M'31 N]' 5;: l°-Y sorol'3z•E 249 ss• "°" -WATERS EDGE DRIVE w SO`01'33•E 36'273' TI F- NO'01'32Nf 155.96' w o a 9QS q OUROTB F 005,152'E 93.34'm` ¢ 2rB ?> 3r/ ALLIANT i 1.—,-.....„. 30`01'32'E 13465' 19,` 640`N yy6z Cm\ yv I 233 Park Ave S,Ste 300 ii q( 9 gAm' OUTLOTE m Mmnaapolis,MN 55415 m om'n Bw 2' 4'f4 nx' OTi., •iu9 41 612.7583030 FAN ounor e j Poo 6 612758.3099 mxgi 1° >l 41)II om m u 1. www alltanl-inc.comxw..,.x, 4 ` 1 1 my I; O. a n aiY 4P OUTLOT illia 11 xf I- cN f , .P y'Iv In 3. ' o Z s ounoTA .o° A 9.f. V '\lre,as\ '''' 0 '''''°- Will glai r,---..., 1 ounaT: r'` xo 110111 y\ as W , ac 1 F- J LO ji OUTLOTF m N 5 IZD. 4, SRL2RPLATN.;,,: a' I D1— 1 WW. 7. 1m298.80 On dsl 47,:BT9>. A 3 so a Cr 4STATEHIGHWAY101 armyF1 we,,. alum01 ,,,uxiCNa i xl I Pxorag ASlal.xl gtER .. B,x uixx sourl xx LEGEND: JamILLOSMI.PF PROPERTY LINE LOT LINE DUALITY ASSURANCE/CONTROL POUND IRON MONUMENT TL DATE ISSUE 0-19-17 CITY SueumAL 0,4°` PROJECT TEAM DATA ORR DRAWN ELL z ' Q f S '`,,.` 1`A`, Tio PROJECT no. :ts-ol>9 D 30 BD tzo ADT boa 4 SCALE IN FEET SNEEr 4 of 29 1 LEGEND:I PROPERTY LINE APPLE TREE LANE Or LINELOT WATERS EDGE DRIVE w o SO'0193'E362.73' a F0UN0 IRON MONUMENT Y__ -- -- mo 1 R 46>e, a2.A m e2i 4 76-49'0`rnm 7i-60.01.321E93.39' 41.00 s0ro1 409 i\4.,a• \0p I ALLIANTs&"..- 92s$ 1 P` mi Y 4 N, teatl'' N 8 s0ro1 Sa $ 2s • 24.0C• a5Or 24..ar 25.m 4•W. i"g I 233 Perk Ave S,ate 300 N OUTLOT E JJ•E ra N . z 9 .$ v E2du•E 0•P + BLOCK 10 ^ Minneepaa MN 55415 46S e z aii,- z ar, 0 0% = E0o: O, ". 44",N 4060• 8 8"n OUTLOT F '" cm e'm. y 4 912.759.3090 Mw, is >„ 5 4r. 3 7., 2 1 g6. I 612.758.3099 FAX 01.?'. o x6 16'50'"0'- s 4p m', et`'. sit„..,"' a S OmWx x so •JJ 7.g<-''g n n n g n r x7.''''' cx, m;.q ,s e4 I n,.an;ant-inc.com oo to 9 7`$ n u 10 6o' E K<n 'a , 8 8" W" 6,1 Tdlos•1o . o w 4., . W.W. SI$ B y $__ z60000....,74,1. E001, 24,7.;1.00.Man 26an \ p !_ 6 7140 X O z m3E x T H x'314 . ,L..."1 . deR1Ti Sr. * ''` 67 t, mW, m g g ` F E 400 2+.00 y 7250 .3Y t rs4 50 027 o $ 04'31140°p` 6 4,;5, "'6,•d 40" o ry at J' R' ro " . X a--'21::0;".'2e,o. ".' kp-• 8 moll' 710 I.1‘, o so-V9 .7.,P ,+ 0' p er.u,6:W of' W.e`N#•'.0 0 Q d OUTLOT D m Le,e4. 1'0.41 S.$ I:. k 0 a 9-492, i'' •W. N10nrx E 1667._. P - .,,,.,,...=•.,:,,,,,,,,.....c•-•, a . 4g. $ y'o7w EP i._ I 41 OJ 4°ti` 6 4 W. a ; m. 4 ,!$1; 16.671--8.« 0, ax O $i$ 11 c.0-;.'''0559 C, f.1 h 4ti.4O 'W.'m}N+1.4, 1056,'i y0,„. QT.1 96.0-4 JJ E lz oai 071E 7050' S _ n\„, 0,,,,r..„, r' n.\ _ ! i 4. I f. I' ''`' J 1 E.( Y W. gym t\t, ry ' W.. 7 0 ,W$W V JrO 8.P 81St r n. 8 '8 /2.5oN • ^ PPP. U I I'i I 52 PARCEL 54 TABLE PARCEL AREA TABLE 6''1 .34 W.sk mi 1 t4 O Bt4 yE . .,• S- F n 'e 1250'm h 6,:;:0,,, 5\0' N NtOrsi 07 n 0 m 1 PARCEL AREA SF AREA AC PARCEL AREA SF AREA ACW. e •0' .c 5292 3m' W. 'b.+` 4041 2 9 e'tsw 8$ 7.0 s\ 0E":,U1 B,.L, 1.865 0.04 ss-L1 Lees 004 q \ TW 4.40,94,..'40' Ttb•:yk ' W '` T 4804 - r-T o' '".4 714 1 $ ,0020.%-% 7250 " m it I Bl-Lz 1.]40 004 08-42 1.040 004 10 4 " x'! 0 BW W' ` z e .8R\'o,•1 7250 O ' 1 81-L3 1.740 0 W 69{3 1,440 004 II t IT 4]• pvO Gf`Z.r Z 86, d'yS ^!P 'W. mm4 " . `'''• 4E e^` 'L - () 'mm 2f1. 8. p 10 $ W N S 2 13.. B1.L4 1.740 0.09 B8.L4 1.440 004 1 iOX TW.1 F ` M1''.` O D,'',,, z,"44. f r " .E 4050' % x ," m0 ' w,25d " m I BI-L5 1,740 004 BB-L5 1.740 o W CCq2„E 'T''1,d : fi d s ' a <, d' m 6, W. Edi 91x2\m mN S Ir 1 I R2- 4s 4.889 o 6 1.11115,. 666 a.an J QC\ 7 S `'c Fig^ ^,\, 90 PmW. m d`1V000'i • g 1.085 89 L1 004 D. O 5di 11, ?6.'2. L`W. d5 O''''°- 1250' " T R 401721107.6 1250 '$ W ' 4", E 6E , g a , O tib F' 4P $? eaLz 1,76.0 0. ewe 1.740 o w Ili 1 G. J W.ro 5k e, a '4, 0, 9S a' oftors 76.54 B.9$ O n I OC 1 S''2 4' i$s OG ''7.°u '''').•1 %b.`,di;,<`"' s\ „' 7. Er8 00.0rµ $% 6213 1.740 004 69-1.3 1.]40 0w CO 0 W. •. . X,' „'. z',9 •' ,. m 2 v A al 9107-40 o n w N I 62L4 1740 004 B5L4 1.740 0w Z 924" .1 W. 1rs 56. g„ o-2rm•"Niz 6o B2-L5 6.w 1 W. 4,4"',6"4,0 0" d O w x 8 1040 B9-LS .885 0.04 F FQ- I- H O 4 •P vW F E 1250 , ,i N 7250 " I B2 L6 1.985 0.04 B10,1 1,885 004 O ] J 88892. 2 .( L s\ 04607. Az % o N 00.0.0.0, .$ 63{1 1,885 O. Bi0L2 1790 004 i • a 1' - -"- 6342 1,740 004 B10L3 1040S 'W. v`"P. l I Z '' CC0819" ' y^^• s6' ziorE 7rs 54 $ •a• $ .0200V... 2 ' I ato-L4 tees 0w 0 Of Y •CC h'+ 8 `n 17.6e•µ10.67. a."=63,3 .740 004 taau W Z ZeW• 'T, A6 1M1' wiJ ' m&& a B3-LA 1.]40 004 B10-L5 0.04 Q is A^ St 04E 7260 9 G 1ti P 3y N _Refi I Q. N G m a p'' 'E7o` jO "• •aszzari si_• ...T a m$ e 1 6306 1.089 o0 04 w 011 Ls , 6.33 0004 y i J J OUTLOTC 05ryO40' 8, $ 16. `rel' 0' j1A e I 04-11 1,833 1,sn LU = W W O" CRAPIAGE AROvaultEASEMENT4$ n9, 70'+ 0 'b. ' ig { E '& V 4 4 64.02 i,µ2 0.04 01113 1.692 004 02 d d sR p.N Ea. 9i9 gggFF m$. H9 S, 8" IM1 r$\lkt B4-L3 1692 004 011-L4 1.833 0.04• Iureo ..6 lo Na„5.70.0 y`, o.. ` S 8$ 'S•58. m• 0 PW,8$0 Q6. } 00-14 1.833 UW 612-L1 1.8.93 009 00. 096 Mm 111°Iw b W S.6.0 4$Cr, 1.885 01212 1,892 001 du ueEN,6tlN6X ' Ny4 `3 t," ed mo. ,o.(E g. $ &N. 1ryr Ul-, r I 6514 1.740 O. 611-L3 1.692 004 IIIMNESOiAI IB 8. 4` 51119 p y `6} e+ 1w, 04+' W' 6509 1.440 0.01 B1T-LO 1.033 O. war 9AU60N.PE 7•$".• T,. S16e7 sY00. 0.6.'° 51, p•6. O ) 1g a tl, d BSL4 176.0 0.01 916.-41 1833 6.04 S• - Al 4, ymm A, c6 'S. A ^.... . -.. 1 360.03. H9 4,'oJ'k''" . '% 7 N6'I B% L.L1 1.985 00.E 619-LT 1.692 0.04 NM lM•w.W. g 9° W W, 4 W 1,033 014-L3 1.690 0.04 QUALM ASSURANCE/CONTROL L'S. {71, 7` 6 Ts.M140 66-42 1,892 008 1.833 004 aE 0008 1 1'32"' „ OUTLOTF \ ' 9o-u 1.692 004• 007: 04,, Ts,lw 050 GATE 11 ISSUEL.°a'4' •' 51-41 s 19448'/3b7. } Ad E u06461AGE ANDnmEA9EUENi l° Ba L9 1.833 0.04 OUTLOTB 16,043 037 CITE SUMO. gyp S' N B]L1 1.805 004 OUTLOTC 61.245 147 67L2 1,740 004 oUTLOTO 21.359 049 8489 y8g H 9 d.•217 81 64-L3 1,740 004 920000E 32577 075 W3C.9 81,4j,p'/ 6- B7-L4 1.740 0.04 OUTLOTF 48.203 1.06 o. 6T-L5 1,]40 004 ROW 39,611 Oi9 Boa tee\i11ti, '- STATE HIGH WA Y 10 a 67,0 1.885 004 OTA 94.65 8.13 PN mCT; TEAM DATABM Qjz 1',,,,, X10 PROM.No- M6-0199ELL pR CO 0 20 40 00COIC SCALE IN FEET 5 sxEEr 5 of 29 I .' LEGEND: T PROPERTY LINE 30°11'49•E 234.30 I LOT LINE y i1441W31.8T F0.0 IRON MONUMENTw-lMG t\\__, Y' x.w q/aaIFR I ss•olarez4s.6s' WATERS EDGE DRIVE NO°0192W 155.96' o1(111I RN0 1DL m$ OUTLOT B E a S0m132 E 93.34' ex*ixesuise rg .__...... 0DRAINAGE E im z6z ALLIANT 09 SG 21.22L13'-e ti rw 00 m CLgggBq 233 Park Ave 5,Ste 3DD S751.6.1 w,a 4,34'"45 mw, asrc Minneapolis,MN 55415 hR .. 5u• z 3 ' XYE a` 612.7563080 sacro 6' .4.....„K p. . g 0 C 1191 4', 612.758.3099 FAX di M1 S ti 2 1, asor0000• 8 , o,..,,;,••• 3'.."4 P He 4sYw 526q eu• eo '"" wwra aII 1mC.Com OUTLOTB vg, J ry'4y 3z' s n , z.$O S D ieon Mnq. ,,,k,' v,7, umm uuMCN,. f'' ,'V:, w % b. '6' „ a $ w s g3 m sl>, ao e.<"`' h s O CS $`b• , M1 • a0'orw , s,- , 0 6 "1,n b 1s u.P 4 Ma s 'N.',4,. . v t,'P aro 96 -B 'n °}.r x s .$.e A n'' n" iBr'q,., o4 e`x' r. 0. 9s R.D a 7267 .s . 1 M' 4ra4 .`L v 8, 6. N'4p dp6 ao.:W.' ' r 04 iso' G m J, 01,..,'37N,666a. 4h 7v4 ' S. $ x, 7 . 8. mx a"z'ie'` .r,P ye7as•y":y WvG4 ,} $, ,..0.:0* v Ns dlivaso3 E; - 3. G r ' O "d A, 2T7 "6' •t e'¢ 1 100P'"tz• j A - y,je,-,, SC S$1] L E •iv'P '4. 4 xz z4 oD ' 2 R v 4.-/- h 4.,. s 8 b.,7. -50.50 ,;t y*y5 e ''' 0,,, 0. S F 60. 50N,v1 „ 1Oe'S0• "` o 1 a: 5, a. Y PARCEL AREA TABLE pG M1 ,. b, F, ,Ss vry \44 23,. 5 x 6' sa .0 rb.<2a, PARCEL AREASF AREA AC 11 p ase 6 a ei v. 9 S;. b 21.91.24.5 r 4.v • v e B,-L, 1.005 0.04 n ?,:: 9O Y ,' 45 n„ ,,,4 ' f •,, 1,:',..... v,`Rro' 4, ez.1v W.W. y x°mm v a"v` 2 o p 2 4,,Tw 1A4• 9 4.''`).'",'"6 D,.L2 1390 0.04 p ' 'd' ds OUTLOTra e^ ' a; O p ,6 g, 01.Le 1,740 004 o, ^gan >R ''''''4„ry> e1. 0 6 \ T9'W. 'f' ^'x WB.,. v , re"o p F66 zT30°OD's E13135' 02 S O' N'':‘ 1 •`' e1-L4 1,74D 004aw£ ' e $ 4$., 1, i`'p GLf1\ /' `P'{ P.O i.`b. '"^" S v BI-L5 1.740 0.04 CC S N 9 Tei 6 Bt L6 005 0.04J Q ti $. a 2; i T. 1.185 0.04 Q a s e'i; `' 665 yg Opi Vis. B B2t2 ,.740 0.04 H 14 41 E ,,,,,,' 4V r- G• am. r"` 02-LS 1.740 D. m O 4...' 17 tan v y° e_ Bz-L4 1.740 O.N Z 92-L6 1.740 0.04 l- g. X•3 OUTLOT B BZLS 1.880 00412.1 0 ] eau 1.805 D.CL a v 1 40.02 1.740 004 5 133-13 1740 0.04 Bs- i Z_ Z_ 1,74D 0.04 LL BaLS f,>4D OOt CO i BBs J eue D.w W a W W OUROTA ,8.270 D.a4 a a a OUT*OTB T0.404 ?B4 aMtlm7l LY Mot 1XM pi*,an, 111 V f 4\ oEE55 a51 andha1 uLMevne of y/ YIXNE50iAAl QUALITY ASSURANCE/CONTROLPLAT ... try DATE ISSUE ONDATE4-,-,7 CRT 4usmrAL 0'''''t61 PROJECT TEAM DATA0.P F VL' BIL41111,ELL 1• N oEspnEo vR z ( yC(. r l„`\'+'N\ 9V' t4U Kt0 CT Ra. 218-0119 0 20 40 eD S 610 SCALE 6 SCALE IN FEET smc1 6 of 29 YF m PALE TREE LANE AwIWATERSEDGEDRIVE-- W I—ouoos_ I II — ®NORTH PAR ALLIANT 9'•PHASE 1) I14Ir I 233 Park Ave S.Ste 300 ouROTE Minneapolis,MN 55415 1g\ 1 oUnprF \ \ 612.758.3080 ow. o1N r Ewa' v / 1* MI1 is I , 1 1 I 612.758.3099 FMMFsTe VI IF,b10 i I wwwallant-inc.Gom SAVA.,..--'5° a+ -,\"•a gillIl air 0 , 60 - 11 £` SOUTH PARCEL P I 11 DSD .. 4\{ . 4 I PHASE P) Pp'.i.l ` rv` 1' Q':+ 1'_ v,. Ag) 1 I V , ,4z......v 1."` 7/'AIN"r• i„,‘ a•0 7 ... 'gym . . V g',..\ I 0 1< y 1m ios,„o 5,<;,_ 4_ .\\ vs, 5.,.. /.,, is:ioristi3isinr* , ,,,, 1 7. i„,._, ,,,,,,, v 1011114\\ 11111) M1 IIN OU pT: 0 1 1tg\1. j ,/---\'''--'',,1 J I i 1\ Donor\ w A ' e LEGEND: EAE ENT UNE 0 0 tirrr Lx BUILDING SETBACK Q I Z >'\ Y DC— -— IIII Q 7. ROM uw. OlairA: 1. SIDEWALK ROAD DISIPoCT BOUNDARY OUTLOT F\\ W Z Z 11INSETA) rte u \ \ d Q ILI a cc I–ne U G. (nZury vu zsx u4 '• uryIP< OW wcux us usn —maZ lw c sc H 0 30 60 120 TYPICAL ROAD SECTION(24'B-B)PAVEMENT SECTIONS STATE HIGHWAY WI orlon RIwe. 1,1orr 1 AW Iv S°° Km 10 5042 myntI Ree, SCALE IN FEET xom eon o-w CPO,u term mw ewm o4s m SOUTH OM I \ UxEwTA XI a:e ofunder GENERAL SITE DATA:SITE PLAN NOTES: MIK IAOacx.P[O 1. CONTRACTOR SHALLRELO VERIFY THE LOCATIONS AHO ELEVATIONS OF EHANG UTILITIES ANDNORTHPARCEL: SOUTH PARCEL: SITE PLAN REVIEW TABULATIONS: TOPOGRAPHIC FEATURES,SUCH AS MONK CUTTER GRADES AT THE PROPOSED n+nEWAYS,PA3R TO INonu Ho. THE START SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANYPIO=25293001D 250242420 PEI=252930030,252930040 PROJECT(NORTH AND SWM PARCEL COMMIE. DISCREPANCIEES CF VARIATIONS FROM THE PLANS QUALITY ASSURANCE/CONTROL EXISTING ZONING-RM-SINGLE FADDY RESIDENTIAL E55444 ZONING=PDDR-PUNNED UNIT DEVFLOPYENT/RFSIOENTVL DISTRICT TOTAL MEA WITH R/TY VACATION-10.960 AC(4]7,418 SF) 2. ALL DIMENSIONS ARE TO FACE OF BUILDING AND/OR BACK OF CURS,RULDHG DIMENSIONS REFER TOPAR-PUNNED CIT OEVELOPMENT/RE000011AL 0501501 CROSS5. RA004AROF A 000E OF BULLING FACE(TOY)UNLESS OIH4.0010 NOTED.BY ME PROPOSES ZONING=PUDR EACH BUILDING=N/ 01 PROPOSES ZONING=POOR54112030LANDUSE=9 5 SITE COVERER eY°VILMA=N/A 3.REFER TO ARCHACTURAL DRAM.FOR CONCRETE STOOPS ADACENT TO PROPOSED BOLDING. DATEISSUE 2030 tµ0 USE-RESIDEBURL LOW OENSItt MAO 5 OF SOC COVERED BY MTERNOUS SURFACE=43.7; 17 RE00ENML MEONN BENSIT PROPOSED LAND USE-NO CRINGE 4.CONTINUOUS CONCRETE CURB k GUTTER WHICH CHANCES TYPE SHALL HAVE A ON.FIVE FOOT S11BYRlµ RU E05 511E COVERED BY PARKING AREA-N/A TRANSITION O1 ORNATE ROADS.PROJECTED I OF EMPLOYEES-N/A 5. AU_CAME.CURB ANO GUTTER ADJACENT TO CONCRETE WAN HE SEPARATED BY A 1/2 40011 PROPOSEDLANDUSE=NO CHANGE CROSS AREA 2.433 AC N OF SEA.IF RESTAURANT OR ASSEMBLY PUCE=N/A EXPANSION]DIM.REPROPOSED P/W VAGII(NI AREA 0.394 M G' µL/4 UNITS=21 STALLS 6.PAVFLENT STRIPING SHALL BE 4 INCH WHITE.OSSAREAMCCROSS/NET AREA 2.827 AC N RAW PARKING 0Tµ15 REWIRED=1 NSROR ST PROPOSED WATERS EDGE DRIVE R/W 000211 N 0.795 AG PRIMMY STRUCTURE SETBACKS: 2 STALLS/UM'a/UY1(I USAGE)=184(82 GARAGE)J.ALL WORK W10115 THE R.O.W.STALL COMPLY ID.THE CITY ENGINEERING MAN Srµ4JAR05.NET MFA 0. 430 AC I OF PARKING STALLS PROVIDED-184 CADGE(2/UNG) 8. 1110 PARKING FORE LANE•SIGNS MUST COMPLY 19m1 CITY ORDINANCE,THERE IS NO PARALLEL PARKING NET AREA WITHIN SHORELAND DISTRICT NORM PIAT 1.2616-25'SOMI PUT MA= 25' IBL VISITOR(184 DRIVEWAY,17 OFF-STREET) ALLOWED ON PRIVATE ROADS. PROJECT TEAR DATA PREVIOUS AREA WITHIN SHOPEUND DISTINCT 90,328 SF(50 445) LIRE SUSAN DRIVE=25' HEIGHT OF MILMIC/STRUCURES AND I OF STONES=35'MAX HEIGHT/2 STORIES 9. ALL CURB MB GUTTER TO BE CONCRETE 0612,SURMOUNTABLE.OR 8616 TYPE A5 NOTED,PER CITY UEUG190. DPI PRIMARY 51RUCIIIPE SETBACKS: TN 212=40' ONLY `' STANDARDS. LL WATERS FDCE ORNE= 2' PRIVATE ROAD 24' BACK-BACK 1 10.STEPS WITH MORE THAN 1 RAD MU_REQUIRE 3'HANDRAIL PROJECT X0. 215- 0I9S MME SUS:TRINE= 26 DRIVEWAY=22'MIN.(22'-28'RANGE) fOC' T1 5,05560 ammo AND PPNATE ROAD=24' BACK-BACK Y S.0 C''NSSAUO(\D It. TOPOGTRT OF SHSAAPHIC ALL FIELDGRADING. ME CONTRACTUR., SUM AS EWER. TOR SHALL TER NYEAT TAMATELFY TA LOCATIONS AND ELEVATIONS T NOTF0MEOPo WAS F ANY 7 DRIVEWAY=22'MIN.( 22'-26'0000E) NRS f01A DISCREPANCIES OF VAMATIOiS FROM THE PLANS 1 12.STEPS IN FORMED/CAST-IN-PLACE SIDEWALK SHALL HAVE e'RISER. HEFT 7 of 23 LEGEND: TIXISTNCBITUMINOUSTRAILFULLDEPTHSAWWTREMOVEEXISTINGAPRON 1'FR011 E%ISTING LIP REPLACE W/Bl18 CMC USIDN,C snrHCR ItAPPLETREELANE LOT UNE DMELOTE WATERS EDGE DRIVE PROPOSE/RA/UNITS MATCH IX• PED RAMP; PO I r IF Il B616 RETURNS 11;,/ STOP SIGN MDNuuwr/CTLuuN s OPAL uN TYP ALLIANT 1(SEE A ENITY PUN) 1I6612CMG I II w 233 Park Ave S Ste 300 c I ,I I Minneapolis,MN 55415OUTLOTE - tOUTLOTF ry .I 8 OPo Y \\ `—'- T 1 'Iw TYP) m 2SURMWNTABIE CMC W 1'''''..... 47, I. 22MIN. N..11PEDRAMP tea. W, v 1' !SOU BLOTD PE/ a e wn m MA y7-A/ tr.-.47:\ •• exp r j.) .1-1-11---I B81,2_‘G P .'..,. , -. 1 I N ' I:. lin 8 OM LAMENT/C NN r `. I_ AMENITY N) I 4i\., O -1 1 i. Fs O \ \, r_, , 09y•1101111\Atiga I 6 4 0. ,/. RETAINING DI.Will m I AMCUT i vo \4-\ .1 /....(506' l' , .. PROPOSED RAY UNITS W ENT \(. O \ Iiiistossi\ liwo IrE eld , is 4`H;,\ Ow 11 a I. I 0 N• i4.s FIREPIr AAEA-, S\: I z Z j 1 / II R. 1612 CMO jar' a i;`-Alir s'TRAIL NR(rep) I I CO m J W OUTLOT 11100•\ ' l W i F- X' l PO D 1t ittotDs-, , '(\\I sEATIN\AREA1(TYP) y``, I SwuU`. ENGINEERe,under MINNESOTA PEt 1 - J, c10- 4% I QUALITY ASSURANCE/CONTROL' N.. E%ISTNG BITUMINOUS TRAIL 1000. T`''\ 13 DATE 10D0'SNg2ELAND OUTLOT F' DATE ISSOE DISTRICT BOUNDARY ctt scexm. u PEO RAMP 043`$ PROJECT TEAM DATA U.Boa acv* ANN STATE HIGHWAY 10 DRAWN: n \,.` 14.31° P.'\0NPROJECT NO: 21S-01ss r‘ OP° 0 20 40 80 Ka 88 SCALE IN FEET sneer 8 of 23 I PED RAMP I -LEGEND: PROPOSED TRAIL EASEMENT EXISTNG BITUMINOUS TRAIL REMOVE EXISTING APRON 1 EXISTNG _ REPLACE W/Solo CAC EASEMENT UNE L BUIIIMNG SE164LK f, o: PROPERTY LINE LOT LINE PROPOSED R/W VACTON m u 5'TRAI./WALK(TP) ROWI_ WATERS EDGE DRIVE e G PROPOSED R/W VACTIONI Y. r. a. OUT-LOT a- — , ALLIANT B I ., PED RAMP c5.233 Park Ave S,Ste 300 n ` 612MIn75 p308 MN 55415 1612758.3080 nwry 01 \ \ 612 758 3099 FAR INF. BASIN /8 O. EX SI \ 2 CAG www.alllanl-Inc.com v OUTLET B 0 `•- 0\9, .' aN `• Vilt1 OEX R/1V 52^ PPHASE;RCEL tP VVVSWTiPARCEL i9`•AYP %`dG I( PHASE 2) 0.\.\ z: STAR APER\ A Y 64`,/.O a 4 MONUMENT/COWMEN ' ry J+ r C SEE AMENITY(174N) jjf MoAcls rGS ! ° T O1 G \ s srB` Fy FULL DEPTH 5/MUT Q Lu G\ fMATCH EAST REMO00NG PAVEMENT 4f V CONSTRUCT 5612 CAC F = f. OUTLOT B `Qt vO j NAtN2'NNE CONCRETE SPILLWAY i rulCC (?), CC Zat.7. N _ aJ 5 a Ln law R99CH.PE QUALITY ASSURANCE/CONTROL S1 ay R DATE ISSUE w e-19-17 CITY SMIRK I PSV\ W oN4v`/ PROJECT TEAM DATA IIPR DRAW.ELLfGGOf' MNNPGTtON` PROJECT Kv. /218-0199 0 20 40 90 ? Y Oa G 9 SCALE IN FEET 9 of 23 oi NM I'--- APPLE TREE LANE iii7 EDGE DRIVE Y outlor0 _ WATERS T tll..... I L IVR 2 33PLA es se300 i 1 _ LiMinneapolis,MN66416 foo-nt , IorF Px612.7583080 nABI ouT T 51 ti 3 . 440,„e' 1 - + mil 1 y 2 612.750.3099 F.11 A O, Irawril. .`1 11I1111 l- www.elllant-Inc.Com moo „,p, j,"Ni: A j'6. s% 1 1V\' \ 4:111P10,4, T s„-„--„,,,,,wit . I,,„, . iI z. i ,/,' t \`+' ,---.,,,,,,y_„.._- •f•. S 1` e,•, i / S 1vi ;; os o I sig >`'v s ., % 0 191 vi111 1 C ° mZ. JO(+i LG- yrs'i X01 I® Wi 1 ui1IV',".WAITI teS1,11,111' j — tir118\`g1Cd a z e/- %.\\ 1y 0 )1 ®day \\ M.UrAR_O y a CI T:1A.s TD T r` Df F§r ____ Li\ c \0 rn a Niki NJ If.17 N ''. 5.,.' 0 CIZ 1, CC U in- u a 0 STATE HIGHWAY 101 HH w... spealflaalIon.or report was oYeao.by me or under TYN.1 1 PROFESSIONAL ENGINEER under GRADING LEGEND: GRADING NOTES: INFILTRATION BASIN NOTES: R :, j..; GRAMM P LOT gE FOOTPRINT ; ' RENTING WALL uEIL1IL HmGRGRADES 35 seer AWAY FROM PROPOSED BURMA.AT x nvuu 41t.¢OF S.ax.ALL STALES SHALL PAVE 1 SO. FWSW Ai.IIFEDS TO Mrn[ gOSpN a0 GRADED NMI D5OVERrsmoult SEEATn T TULLEVEL 1. NOTDEFD TS,111 PLAN MEW 1MC FOO Ni CONTRACTOR SHALL KEEP THE_.} S`M REM PM EiEv Dox THEcmrowAimsxm. xSTAMATroN/ca5muc(px OF NnLMATKM eARxUT,r-.+ 4.ALL IMPROVEMENTS BY TE DRIVEWAY SLOPE SETBACK LME 00 M'E WEST[ODBC mamma OF BARN MOLL BE SIMPER=ER=00010 MOWS OF RAINFALL wOR SNOw sa v DATE ISSUE OA LOT LINE ROCK Dei PROW.AT ALL CONSTRU.ON ACCESS POINTS. 5-18-17 cm YJWWrtALMMHGLOUR ExIRMCES SPILL BE MANUAL FOR MAL CORI¢cllolR REQUIREMENTS AND TEM.REOWEMFxS. MOISTUREc1 CONN... IGNATCHM.Y i0 PIE POLON.FOR cauP.1.. L o-waavq maw I .a a we 912— PROPOSED CONTOUR RIGHT-OF-WAY e'REFER PO GEOTECHNICAL I+T/PLO ACRox ARO SYFARIIIC O'TE SOIRS BFIRAM INE FLOOR Na SIM SLOPES 6 TIE TREE PROTECTOR LIMITS PRIOR TO ANY cox5TRU010N.REUSE STOCKPILE ON SITE STOCKPILE PERDIE S MUST DE PRDrtCRD W. LSRAmM BAR.MFA STALL BE YNAMIDM.WANG 511E DEVELOPMENT,THE MAIZ.tA AAtiA PROPOSED SPOT ELEVATION IST 5 HSILT FENCE FAVT ILELIPATM FOMENT F CORCONED OFFGMMEINCLUDESSnr150TOPOFWALLELEVATION NG VEGETATION LAIRS EQUIPMENT. ACCEPTABLE BNS soma OF WALL ELEVATION Qt53A COSTING EWm REMAIN(PROTECT) RECOPIED AND NORM...YE... P.3 D OTHER DOCUMENTS APPROVED BY ALL OF OPE PEWITING A ORME5 HOES,EXCAVATOR LIGHT M.O. TRACK 00K DIRECTION OF DPANIAGE CONSTRUCTOR. ( 3.1 OR pDOVALS WYE BEEN OBTA.0 OCOMLON f0051RUcfWOn DxEROE FABRICATOR SHN'wi OPES ADO owl,.sous, LomE WrNMcfaPRENiAs TME BASE of ME BA..THE SOIL STALL BE REF/UMRm TO A OITER APPRDYE0) ENGINEER]STILL BE APPLIED OYER APPROVED SEED AMORE ANDBER cumEr OR OCCURS0 SME. G OCIN .ME SMEARED MEAS OFTHE NITMIGE SHALLn. EMERGENCY OVERFLOW ROUTING A YMMUM OF A Dx4 cDRTE I ONGy •( ID. GENERAL OUST DISCUSS DEWATERING PLANS WM1 ALL SLOCOMACTOR0 To VERIFY HR.REOu0EMENTS , CONTRA..TO RC TEST PITS DURING TIME Of CONSTRUCTION TO EVALUATE ANY ROSSO. PROJECT TEAM DATA A 11%,' V A9 R i i EwcxiFsaroro IS Ea( 00 CONSTRUCTOR.Dx.camucTOR waDLD CONSULT WITH ENG.CONTROL INSPECTOR Mm NmmTAW° xWLIGwD BTHmTr°NiXimRARErnM(000 .w' O ro naxAE T"Esys04021v°A p ION GP GRADE LOT ....Eo: PPR t'GC° NWa WATER catmTpxs. PfmW xJLLOF MASS ELL Z J, glaN REFER ATEH POW.PNEVFSmeN PUH(SWPPP)FOR.NL EROSION Aro roan CONTROL DEMCE LOGO.. 00.m LATE BASIN Bonne ELEV..HIGH i'-3'DURING MASS EXTENT Pmse1E PROJECT NO: SiE-oIILS0SDA I I. DEMONIpXS NOTES AOL RTNIS N0.UDIxc CONCRETE WASHgR STAMIN NRSIxUCIGNS. ORAUTGMO COMPLETE DRAG AFTER UPSTREAM AREA S STADIUM, 0 30 60 120 Not' C; 09' DESIGNED BT AIR. MONO 020 0001REO FOR ALL ENGINEER WR DEMETKN N REIN D"""'°TED IN B<TME GRT'PPD” OR GR.IIM IND TO N'TMIAT1Dx. WALLS MULL HOLD DOWN DETAILS OPD RMD 005 REQUIRED ATOP ALL w u D TML DR GRAGR.10 SCALE IN FEET slim 10 of 29 I GRADING LEGEND: q e; PROPOSEDP.. w p a!teAPPLETREELANEraw==w LAY R a ao PRNT ztraml„.(AT DRIVE GE STEPS r°tDRIVEWAY SLOPE r>,bzx MATCNyq WATERS EDGE a°u oEc D IDOSTIRD CONTOUR 14-x Y- PROPOSED CONTOUR J 33---N I azu A, ry•. PROPOSED spot ELEVATION A L L I A N T I D : 1rll r TOP a WALL ELEVATION x.EP:.. I q I RN oma, BOTTOM a MALL EuvnTwx 233 Park Ava S,Ste 300 Y.R DIRE DF OPNNACETi5 Mi32 7: 3l' c,MN 55375 r, OUTLOTE L'aCK I El1ERCENCY oYERfLPM RWRNC 6127583060 wiw y'y e:::111 0 TLOTF'^ REcwaxc wuT. 672.756.3089 rAx 0‘.91 e 0 sap PPOPoSED GTCN asxs w9vw all anNnccom E q, ' a Iry PPOPoSEO STUtN SEWER r a S)* - T-y_-I-11.111-_1 al PROPOSEDFASEYENF— . ie®`/ ,f1 D r' 1 ®, Ji • 1IPaoPEPrc uxEra / x • I 1,a1 ^I , 1SEIHACK IIHEOP //--. , AOU'fLOT 0 1 \ _ 116 I --- TREE PROTECTION LIMITS v I 1 l `®, D 1 TREEonsTO ROOMVEGETA0. LIx1T5 TWs : z.',k^' l\ ,/`\ i 3 n Yb 'g._ 00 1'e w T V I. R1 Qiss. TREE TO ROOM(ImoTEcrl wow, . Ailim our 0„„ cc 11, Iz-.f q.414 B,S`$ `:J' 22 \1 '.;,,,a.e+ rON I I1 bl(. 11` 1,.. ?di 1 2I CC l OY T Z2s. rl. , t. 111,1)4/11/144\' re 03 0 1) fr •C‘:.>' emayi 174'3111V''10 \lcs, tl,...,v,\ , 4 Ai\* ri.:2..°9,' :MA\ Iiiiinr-W ' a I-. R 8 cc cc z eTa.aeE1 •09 400,1—I S,\ \,' -' 9 C W Z E• r 9 R d yr' , ---;r001. 43,,, ....- 40-0, N. r) 1 uj I- LLI a cc CCZ 1. 101 t . aim: o e VA,61,im;,,f Ms Slots of u :.::; RADS..PE oL- War g I D..x. P t r QUALITY ASSURANCE/CONTROLNT6oLrn v,• i QU RANCE/CO DATE UTLOTF \ DATE ISSUE ani . w \..: Iv-r]CITY S1eLXRAt s s, N 111 0 a o.,„0.,°'4P(' STATE HIGHWAY 101 PROJECT TEAL DATA ..( a ` IA MAWII:Eu 0z f\,..,‘".N5,( yae) Oj\O PROJECT(10. 216-01911 o zD SSD eo taal Qa 11 j smcr 11 of 29 SCALE IN FEET 1 I GRADING LEGEND: GRaNGPwTgEDETM 1:41LnaDW,uD N n am PM SUVATON h9oa`..... O;t I w WATERS EDGE DRIVE j x PS SPLITWin)11 AMOONS_GARAGE MUG DRnEWA. GR al1.., COMM CONTOUR 5axu I OUTLOT43- , AA AA• bl2 PROPOSED CONTOUR c I -- — .1244 .0'. PROPOSED SPOT ElEvnnoN ALL 1 A N T 9Po.aExz HI IDA TOP OF WALL ELE 20044 L 233 Park AvsSv4THDWItOBOITObIOFWILLELEVAnpYRE c'F 011 m 2.9px pRECIES OF piNNAOE Minneapolis,MN55 105 5 I/ f Il SEEK12-\\\:- 11 612.758.3080 SOH91 fHERCEXGY OYti(tl'LgY PWIIXC s\ BPTc. 1 1 G4 RETAINING WAIL 612758.309911001RWL904.97 FAX s ., \ 1 - INF ASIN .,/ xl\ oe.1. P DSEDOSED STDDNCATCH EWERmom www all an4inacom t p , ,,•P 1 p, UNEPOP`ERTY ErsE,1ENT T¢O`E- _ .. 11n, . w`r 1., N, Z` `, .f` SETBACK UNE i .1..-41114011k Q 4 v`'_, LOT UNEa. p y IN t , t —--— RIGHT-OF-WAY T Ty \ I A . I 9 try 912A.Ex ` k .0 .P _® \ TREE PROTECTION UNITS 41,-V.:,..•, Z, ®„ TREE TO REMAIN(P UNITS m" \ 1‘,./49‘,\ t,\, S Er ISR4 TREE TO REMAIN(PROTECT) il 91 i CCU 0.1:,1,/,! NIIV fr***k eek S 50,;., I. 0 # 90950 C . .,,,: s5 F rv0.90iC V( 1T \ I Q IU*'Q'e`J¢ A Ex '4 G 11 Z Ii,i, 9 P OS T •/ 0 .1e,5,C F ST9/ T e a Z c)._ MA Mq"'"P'Le k I;\ N 0.y 9bit9. ATAT CDTC_ 2 2 w j SATNTC- ek c' G 1.'t / v CO 0C E ale, a w Ixa4 N z >. o R Y 5 a Q 7.w Z U c111.02E O. Z w k NIKennyHMS,Mat Na..fl•PaGa 142 w•H 11.4.HY 9A .PEMUG Y.m. QUALITY ASSURANCE/CONTROL x908 908 BY DATE MISR GRADE DATE ISSUE I YAx). D-19-I>CITY 9UBINrt.LL s B POWNOTT Nir 904 \ FCR®AY 904 R I vacs'I un _ 1 ZRG4Y. 2,2.ROCK T 12 SLOPE rx T I "L''''5Ac MEGA/2111 BASS Dona SECTION A-A `"'900 EL\ 900 ATERBEMAMIE.EXCAVATED FROM ONSITE IF b„ GRAXaAR FOR!ELEVATIONS>7.0-900.0. 1VORALWISHALLNEANnnLTRAnWMEDIA p 4°'''''''N \E NUM.SOX sw0 AND 50X COMPOST T t NO ataMm i-- ROCK WEEPER O `. A PROJECT TEAM DATA y\1^ 5 PROFILE VIEWGEOITITHLT MGM E p EON A DOWNED: NPR MAW ELL Z G L, {NUTCUO OA 898 - ) ` a T.'/ 898 wESMPS N HONG I I B IECT NO: 215019 9 V O6N`' NAME wwwlun SOS I4oiEs: SECTION B-B PLAN VIEWa D 20 40 80 T AOR 894 894 2 nun 0o- [ cD, OO)9150 tem.FAaw4 400R12o.oo 1400 F AI(SPEC NM SECTON A-A 2t0D ROCK WEEPER(NTS): INFILTRATION BASIN ( NTS)SCALE IN FEET EMERGENCY OUTLET SECTION soca 12 of 29 WEST PARK DRIVE BLJE HERON DRIVEHIGHPTSTA:2+2000 HIGH PT S A 4+1834 HIGH Pi STA 1+350W.OW PT STA 2+57.33HIGHPTELEV:91288 HIGH PT ELEV:91275PIAHIGH PT ELEV.915.20 LOW PT E E.911,93PNSTA1+9500 P STA 4+1662950PNREN917.76 P ELE/91280 950 950 PN E EV 914910 PN ELEV 911.83 PV:STA-2+40.00 950 pg,.. }K:14.28 1,2.O] K 10 50 ..... H.10 34 Ull(Ffl,LVC:50.00 LVC.000 LV:5000 LVC:4500 940 a w 940 940 L. m 940 LOW PTSTA 1+19u N• p.•LOW PT ELE,:910.55 E)(ISTNG C42WND 930 PM STA:1+30,00 PNELE2..910:16 l5TING:.GROUND 930 930 mn. 930 ALLIANT K.10.09 f _ m .... 04: 1::;:v: x•:x eaxlxv IVO 60 00 11 -FINISHED GRADE 233 Park Ave S.Ste 300N m am on n.: A-''' 920 11 m l• FlNISHEO GRADE r> t MIDDeapDlis,MN 55415 920 920 612758.3080 NNN N5 1. F A=..'5+os oz :•11!.:F W17a6.3099 FANV= 91254 /00X• 920 r8. 31919 FAN 0.50X„ 4052% 33 J3X 910 9195% u. _ _ 07BX O)BX 9064% STA=5+1502 Y-3,85X- OSOR m ELEV s1r3g 910 910. ...... 910 corn STA=5+03.35 ELEV 911.74 I I WE 1+9500 I900ELEV- 912.30 900_.._ 900 900 890 I I 890 890 I I I 890 880 I_ ., 880880_h m_880 Dag s1g o is F',880 i870 ~ S oaf 870 870 s U 7,''870 0CC m p, mm m mm m m m mo• m m mm m mm m mm m m I Cr0+00 1+00 2+00 3+00 4+00 5+00 6+00 0+00 1+00 2+00 3+00 4+00 03 0Z enEAGLEVIEWROADHIGHPTSIA:3+81.50 CO HIGH PT 5TA I+32.49 HIGH PT ELM-913.96 HIGH PT ELEV.91659 PN STA:3+05.00 J COEPNSTA:1+25.00 PN 1:14. 613. 75 4 jv950. PN 1:06: 917,05 K 14.88 950 O I 1:26.5) LVC:35.00 LVC:10000 g0 w 0 m Z CC d940 m E 008 940...Q Q V'" LL vwi 2mmwm LON Pi STA:4+43.19 to EXISTING GROUND cr LOW PT ELEH 912.41 Z W Q930I',1 SLE 4+ze.eD W a ivr _... .. _.. ... omo _. o" M ELEv912.2z......930 v defK:11.45 -FINISHED GRADE r tripod was 3+°' m m LVD51.00 o m a certify lh Nplan,l v 920 .. +W M ,nr v w w m 'IliI v,'w au 91696 final ap.clpctl bn. 6+15.00 920 Worls 91.60% __n<OX- m• M T OORX s1 t 1 •r er r y m•or under myup•M•bn and PixE5oaA1 teenxc 2.1671 1.208 w eEc undo, 96R Y I 910 I... ry.. 5A 6+0].00 ELEV= 914.29 910 YAK MSC,re SiA 8+0333 '- 1GEV 91180 N uc•:e•N•. E 1 900 QUALM ASSURANCE/CONTROL AT. 900._. DATE ISSUE DOE CITY MM. 890 I e Is-n C 890I 880 g18. 880 7'.1 QN'4 PROJECT TEAK DATA maF F t6 iw` xP xp :1eE870 11\\v 119 v oi 870 O'R 1ygV ox4rm: ELL F.-, mm m m m mp C](.Cr' OP pN9Ra KtON o m m m m m m m m m m m m or,rri Nd 0 25 50 100 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 SCALE IN FEET 60117 13 of 29 STONEGATE ROAD STONEGATE ROAD wcH PT STA:1+98.52 iii' izzepepp..._- JJJ,,, HIGH PTE EV. 8908. 9200950 I 950 950 awl ELEN9eie _.. . 950 OflH965LW:35 00 Om IlnO 940. 940 940 mm 940 I 1 I g wY 6 930 _... . 930 930 930 ALLIANT A. I c 8 233 Park Ave S.Ste 300 920 wq Minneapolis MN 55415 o, d. LIE 1. ._._ 920 920 _ o 920 612.758.3080 Aes STA=3+36.59 > inw 5> LEV= 911.00 •_. 2008 612.7583099 FAX k C sip 2+43.00 wwry alliant mc.com i Y, T.00' STA=1+40.25 4 2 00% 908.11ELEV= 911.999100.n% t.tn% 8.5am ' _ .27.11% 910 910 -:'e-\0.e0z_. _.._ 910 ice 3133% 3333%... STA 3+50 00 26 958 . Lr'''-- 2-'12+4>2+48 21 I I ELEV 90624 4.43% STA=Y+3588ELEV= 9043+ ELEV 907,55900 _... _ 900 900900 II I I890 890 890__ . JI 890 LI o i8802I2880880AN 880 Q wclp 11. 35: 4O ... w K Pn A 870 z NSG 870 870 ,(.0'., 870 U a a 0+00 1+00 m 2+00 3+00 4+00 0+00 o,m 1+00 2+00 8 3+00 m 0 m y to a F W E a LL 0 5 5 a cc za52Z F- a LU .a W ¢ 1'.`,711•,°,1;"'1,";:,..wn Sp M"rem.liay 1OTAr i s'°".°' QUALITY ASSURANCE/CONTROL OMDATEISSUE o-1.-.1T an.SUSRIRAL F°P't‘,,ie*‘° a'4'j DEIROPED: R. PROJECT TEAM DATA ORM:ELL Pr"°2 25 52 20 H,: 14, 1._,I., SCALE in FEET Sto++ 14 of 29 KKR y y pot off MALI APPLE TRE hR>`t N WATERS EDGE_DRIVE y/i 611 YiiR8 owLere— •.'I r 0.SF.ew SF f •.IJP It! T Aa -C it a DN 11 il- j\a` TL' iy DND- ( 5._ T_ Ytll A 9 M OUTLOTE ^ 4' I r — 15111 R a R _/ a If`~ 46T 11100-VR ML 0> A m .. I O iLOT FrLda° E$ (s<< ALLIANT oun r9 r°v 11110` rksa ' i a( I o fffffffff 1r f- T t _ P 9 -'L i. 01 N = -' 01 .I 233 Park Ave S,Ste 300a.. 2 A t, el0f c RO]ECTN N i I I{ ti Minneapolis MN 554154 ui or lLOCKET• CLW. 612.7503080 WANK41S/// J r —+ 4 ` T', V >9j 612.768.3000 FAX a t/ A 1`r, a All „ - 'alb www.alllantdnacom de `.//01 O r 1• it X10 y m VICINITY MAP P s........_. _A ,O jy s o SCALE:I•-3olw G CA 4010,\74,0:,. oma S Z 1,• 6 j/9f ,P. 4 y O I 118 .. , .,•, TT.aIA.r e r w iS'L.1 T/ --FS"WS. 1 t t i yT.. S9y, y-~4 ., /O/.. lo':{ 10 : 1 moi u LI „ miIl cc I CCIll iiiitliids' 7 s.i. 0 eNg Z' TO m. " ' p. „T r Occ 4..%.„.,4 .6.. ._.A_ 1010. 10.' 130. oijk \ 1 E 1— m Lu a E unoT F\ Fa- 1— BIliu, g g a a Z VOP iz sM° is a. w i Z 0 30 60 120 P,\ GGNa- tP') GT(oµSTATE HIGHWAY 101 W a W O SCALE IN FEET NO a. Si I o a Si hereby•codify Mai MI,pion. LEGEND: ACTIVE SWPPP SCHEDULE NOTE TO CONTRACTOR: CONSTRUCTION SEQUENCING: pari mm°°or`u^ar,my THE 55C RAGING CONTRACTOR IS NE5PON991£FOR INSTALLATION OF ALL EROACN AND MA55 GRADING PHASE; Y°.u` ion w °APR MAY ANI JUL AUG 9P OGT N. OEC d.AN FEB MAR APR ENT CONTROL BEST NANACEIENT PRACTICES(&IPS)As ROM IN ME RAHN PRESERVE NSTAL STABILIZED CONSTRUCT.ENTRANCES. rT PRDM4n • SE05I15A GRADING SYPPP(EXCEPT FOV POST GRADE BAPS NESTED AFTER 61 NE PLO). CONSTRUCTION s 51°,.°INa ACTIVITY) THE TO BE INSTALLS]AT A MMUS AS SHOW IN ME PI.W,F PREPARETI¢ SRADIHC SILFENCESSAND AVI£TPROTECT.MN.ON ME SITE. MINNESOTA MA m. m m PROPOS OP OREN.INA.BM x MS. PROPOSED ooT MONS NEER Rats/NWw SOCKS s ARM.ADDITIONAL PAP SgPIEYFNTA1gH TO PREVENT SNE w09ON M SEOWENT CONSTRUCT ALL PRE-CRAMS EROS. LANAEPmilaGi°A"xwr s®IaxSLTFENCETRANSPORT MAY E NECESSARY. ASS GRAPHS CONTRACTOR 15 RESPQVgRE FOR ALLMASS C ANO PUxiSc uAIIX N,MCN PETEMEMASSGRADINGACT-PATES AND SUBSEQUENT TESPONMY 2 CONSTRUCT POST-CRAM.SILTMICE ON METEMPORARY IEMR6000 W`10 wAm SEEsBBUDDING AIONTTHEESaunTICH OF TO SASS WADING WORK AND SSTE FOR STREET AND AnsxcianSTE SOII.L STREET k UTII ITY PHASE.PROPosm NE TEMPORARY H10RONLLaN LIZATION,ME DEVELOPER OND SASS GRAPHS CONTRACTOR SHALL COaV]nATE THE INSTALL OPIATES.LINO TDRuxs,STORY SEVERS.awns AND CRITTERS. Uam.HO snalCIc TYNE EROS.CONTROL BLANKETTANSFER CF RIVES PULARRESPONSBUIIES TO THE STREET AND UTILITY CONTRAS.ORB Ali RIPRAP AROUND O3. INSTALL INLET PROCTION UTLET 0 1 51 QUALITY ASSURANCE/CONTROLLOTLSEROCKDMWWAT/ROCK PODS THE STREET AND URUrT CONTRACTOR AND CITY ML MEN ASA..RESPONSIBILITY i0 PNPBTEr FOR PAWN'. SEVER sMUCTmES VET PROTECTOR DEVICES PROVIDE ANO SAIIMIINCE OF ANY PI-PLACE MPS AS WELL AS INSTAL RE PAW MET PROTECTION LEWES WI Q Fame TREE TO ROM PAWN 5 REWIRED IN ME STREET AND UTAtt CONSTRUCTION DOCUMENT 051011 SYPPP.wi(OVWWAY/NOIm) UP.COMPLETION OF STREET AND UMW CONSTRUCTION,THE STREET ARO UTILICONTY INSTALL POST STREET ASO UTOTYO9gT ¢. PATE ISSUE DATE P.PROTECTION DUDS THATMAR'E 0 i0N(£ASEREOWWWEOµTANCOORDINATELLOIXgaINCAN4F SIF.T SPINS UPFAWi PHASE S. ( PLY F STE IS STARUzALL MAPCII/ RT m)IF EPLrtD BY THE C.TRACT s-ISE-IT Cm SURNmA.STOCDTES 11RN01090 TONEOFF 010 EVEL COPERMITAACTEXL ATE ME PORTION OF THE NPOES PERMIT aPIEmeSFma.wows]SP FENCE(SSE 08.4.1 PTR Smi 4 P5051000 SIR FENCE(POST WPM) SWPPP BMP QUANTITIES(PER PLAN):INLET 0RoncnoN NOTE: CQNTRACTOR,GENERAL CIXNiRACTOR N SWPPP INSPECTOR TO COMPLETE TABLE AS GRADING PROGRESSES EROSION CONTROL DISTURBED AREA 10.5 AC SILT FENCE 4,105 LF DNDW.......:,N RESPONSIBLE PARTY:RFTYUFrvT e00 µ1I-TRACI(WO CONiRO, MII7AT11 eMP'S GRAYNI Arn. PULTE HOMES INLET PNOIECTIOV 34 EA 110.. ROM. I. SILTFENCE(SnOOT 3886) 1. 2'CRUSHES CLEAR ROCK 1.T STRAW/ HAT1. CONCRETE WASmota IS OOZE BY 7500 OFFICE RIDGE CIRCLE,SUITE 325 BIOROLL TBD W/CD PLANS PROJECT TEAM DATA SURTOSW00900LOGLWODEVELOPMENT) Sn00T TYPE 1 SUCH CK M5 A 1092E TSNWT EDEN PRAIRIE,MN 55344 EC MI J. ROCK WEEPER 2 EROSION CONTROL BLANKET SYSTEM PIRDNOEO ANp COYPLEMD ONTACT:CHAD ONSCARO SEED/SCO POST GRADING AREA 8.0 AC NPR AOT CAT.3 BY THE CONCRETE CONTRACTOR. DRAW.ELL TEMPORARYSEEDW1( PH: 952-229-0]23 PRETPROIECRONDEWCES11HYDROMULCRAGCNCORM.Mx EnRwCE 1. .MCO(ARDOT TYPE A 0e C) n]OT-100 MOOT TYPE 5 EM:chOE.onf9OrN•pultagroUp.cOm PROJECT HP RISE-Orta E ~-•c-•Y, 2. RNFRASAFE STORM GRAN/cOLVFRT 2 (Mn 0121502( 1 22 YEAR SSTABI ROI) 4. NRF REINFORCEMENT MAT S. 91.1SACK(oor ME8 NORTH ROOTCATBGREEN NOTE: 1 PERMANENT SEF]NIX/STABILIZATION I. SEE SHEET Ie FOR ALL EROSIONµ0 SEUMENT CONTROL NOTESµ0 OETALS. 15 270(RESIDENTIAL TURF)2. SO TIDES 15 of 29 LEGEND:NII,es PROPOSEDCONTOUR APPLE TREE LANE DIRECTION a wwx.O r Ria wm R, 41PROPOSEDEISOIENT WATERS EDGE DRIVE o y s.321,1••s mc ^. ell- 111 sw a . ROME(UNE LOT ME DMD- •-• p ( q 1\! O COSMO RemRcuw ALLIANT Il R AR 91,.5 I -m PROTECTOR WS 233 Park Ave S,Ste 300 PRE—sr—memo snr MICEiOUTLOTEBd1Cs) 0 a x"1 Minneapolis. 55415 K 8 3080 men R H I \. pi FE&1 - Z s 0 TLOT F \` I — s_ w[mort ea ntrcE wn utalw) 2 58. 099MN55 R y 6 4 dyNP6 yA pal p Y id I d_5) GFE WWWallant inc.com 6.vvson o ; O s '.. 1 e p- 11 '.IC+1s-1 11 n DND w'......wcs e Pe r ' s,9 El 9 m 1.3 I 1\ 1..1 J nL 4,:v.,j's l z I sera u.us ewnrm 1E11-1141/ 0: il 1111: e AP Jw?i, o. ` \. I OUTLOT U M F ,..c x21«mrsrxxcov wiw+cc U 1::.. ..V,)7+. 1 11 Q. s 40/ a \ o4, ' 8, / \ Warati\ le Ill 1 iliiiiiiiri'TIV•11111P1 -1 \ I M Z S Pal, 1 t<S . 4444 1 4 1 a J cc1s ' pilliL `a I' L 00 I In j e: 1-: 1)- 71 '' r U ti 2 /\ ipo ' 1 1 t Irczw Iii l l a g w CO Z 1. 111• 11\a\a w z z a N g O co Ill wi; s a. aT gym\®217 `r 3 \•a a Q a w NiYp50di.Slate of,7,.."..,,,,,s..\\... ....... S, : Ties IEER under d' \\`__ ._ ._ —/ NAM RALSON,PE 41110 \c J QUALM ASSURANCE/CONTROL I DATE P • UTLOT F \.‘ s-IY- DATE ISSUE 5-ID-17 CRY 91I11RA1 I/) TEMPORARY SEDIMENT aA8N AREA• SNINMER/W1LET TM VIEW© T'T\"V x` PROJECT TEAM DATA oa x `N P l STATE H/GHWA Y 101 0Z NSj, LION PROJECT 10,1", u Op PROJECT x21; Rls-olss D 20 40 HD to,qR I 16 SCALE IN FEET SHEET 16 of 29 I A L:-EGEND: URDONMT.CENTOORlEMPOiENTRODEICONSTRUCTIONENTRANCE PER CITY DETAIL) s PROPOSED cartax 4I- o(¢ Cr CRCrCR.. rte.,. p PPePO3D Gra aaxs m m WATERS EDGE DRIVE LOT UNEMN OF- NATic PROPOSES STOW MO DMD`-" ( gr. t w 7 O MONO TO ALLIANT 9 i DND MAN ums 233 Park Ave S,SIB 300 pT _ -, PIE si PxoPoun s.r PENCE Minoreapol s.MN 55415 Rwce(POST GR..) 612.758 3080 maws Par s PROPOSED''''elr x. 100 1R HNL 90497 g m 1 HCE Pncr 612 FAX k OUTLbT 8INF 8ASIN ,/ llitiLmilliglirowirm:S y atP POawww. alliaNinc.5 a rf` Co" DND orn 9 CIi S; P W \ 7.4-!;1:41%;: or' 314r....'-41111121. MASSfaINSOE . IpX00 ,#ems{ `ii \ 1 PO r W ogr' l.7‘411ri ‘. PSI / Y Q. F 4°. 4 otefr\'. x:0 -4e „,i,,•, Ko-...„-: 2 v 4pw,', 1 c:\\,.. .. z oiar o, dyoo '9 \ , 1p vs cc TEMPORARY SEDIMENT BASIN a AREA W/FAIR .OTi 41, V p49 / to, p' s Q SKWMEIE I LLET 14 N(\ QC/ i,V<s J F•' w i— O I a w Z p w a co w O 6 a w p, row a ix awscx.Ps Oa DUALITY ASSURANCE/CONTROL BYO.a DATE ISSUE IY-IT CITY Mtn, T,,i 0*pN'- V J PROJECTBTEAK DATA Of, \\ P.,,,,‘„,worm:ELL 0 2O Z BO pc:keOoc,O',''''" 61rRaca NO 216sRss 40 17 SCALE IN FEET sour 17 of 29 E Nr C I fj0''.' " rt'•" $ sem r.+•e SEDIMENT TRAP SAMPLE EROSION C LOTS srP..FOR....1 N 7 xsr NR w.Acem aM o-axvr u5iRtUREO BY wWCO.LLGSWxoPEE.W.. x s rl=/•J''A• Tq w ES .OJRCgfAN,u4.OR FOWL IA Wo A s p io Stu¢M1rtP ra ec u27 51.1.7 REMZONIAL WIRERS 5/m 2-150 caerw NA, Dff. J s ae nu SLY rE,KE.NAO.:u®m4 sal-rr.F.»<.W wnm& e. I F , 4....Eg,an''` elti nxt.. aEM+ Raa< MODElHCG23 ..,,.._ I 111 _ r.A.,Rrw m w,: 7,. a1611117g 14 v .< 1 t ALLIANT reK w[ ..rasu n.. atg tf-iFf. mM"A'NRT Itj} 233 Park Ave S.Ste 300 5 wtOa SAM E L POwRa'w'a°a a it • 7 i elwMinneapolis,MN 55415 d r.wx..CHP. owiOEi or'Pm°' ROCS G • -^ 7 •(. rr.ur.®a. J • j il 612.758.3080 w+w aT FENCE mEAsxwm(+>gl )101 vMBMRE BL' V.rat•°maws `4., r 0.4 a.w o. 1i ! 1 . 612.758.3099 FAX L' 11p1•($/ J `- r}I • www.alliant-inc.com r t 0 P... x..us:a.....eu oro rr. w.........,.r e. , f r. T:f MUA. c'. vwo '' Mri Id r. r..ww.-.0 nw.. 64.':4:4•''''',..'yam.•"4 f.Ri To NItlPM RUNOFF FPO(sM w...:E.n...r q....m e.....e/>w.. 1(j}S Y t'.E' me streel D ROCK J • .w.p.N.. TMP s'owExr M.rAmc E-... .O1 RFOM E011:µ1,0 F tricsFRABEE w ..._.... wcn w FOR F..11ERON,7.f. r.aEub E R / sF-. Os[NI tw.::RCFmxYE rrrzR Ub1 RAIN EVENT x..ru:n=NW IBM dSrwC OWN. I OE Eff SILT Ow CM3111 til CATCH BASIN ETV EROSIONEROSION CONTROL FOR 07[11 SILT BOX SEDIMENT TRAP Z I Ir FENCE MIMI ENTRANCE BSEDIMENTTRAPOEM LOTS(TOP.) GEM Ci) a,..c kyr, ENGINEERING DEPARTMENT '°d 5300 sa P E, Vw I ENCIIIEEPoNO DEPARTMENTI°. 5301 nE..c M14 I EIpu1EEM10 DEPARTMENT I5302A I EHGINffRkW DEP.VifMEM In' 53028 via.F-iox„yp I ENGINEERING DE100110NT Ir1P ' 53020 ILIJ L 1OI.OZ J0 CC EROSION CONTROL GENERAL NOTES: EROSION CONTROL SCHEDULE: EROSION AND SEDIMENT CONTROL Q Z PR='°”"°" "°"w°"°".a'R.F °'°'uaS.I. MAINTENANCE PROGRAM: 0I. NNSNO . eS ....ao,m.17017 IN.I FB AS RW.M ro.BM R L wAWrr. WBERa BRPSI' M a-rA` xm :. OPw w PAF MO RE w..wm FMOOD°• FUNINa PANNOOx F.D./FILTERSw rTO EEN O.aR :..s. OUR= Rwo CHR. °w a.. i m Z 3. M wALLW EWL BE AoPROPR.FOR DE IME a rnw.RR mxmWs..B DM.. ISLE ww Rw„ mawM EROSESSAPTION wSILmm w BRw wmR r._„,„„,... w NT. E ER..B THE INSTALLATION M1 STNO r. o g WCONSTR.=50 MAT ME OMEN.STE C/N BE IILLCIED NO RE-SELL.SOON NDANCE UNITS 514011114 ME PUNS SI.RE av,Er ER.mm w BE iM®o° mwMFEAS'; m w/iws N'`iB.aam n w- TO CONSTRUCTER'"CxW Rr MO w NTH DE..mon..,s N. ,m SOWEND PAS.ENT WEB Ms,IS NO LON.NEOUP.SNAL SE MESSED TO cowanu NTH D o.E rn uL a fn L A COPY OF ME.PUNS INSF BE ON as.SHE IRENE.cossausnos is a seams. AFTER some.. 5..THE 0311103µIg Cr DE IMO POSS., PRESS.R EMwEEW w NO mxw.R OVEN TO/ELF M1RR EMMEN R . ey•,1L o p w CONSTRUCTION.mo.. Rfo.. mm.t; ,;.,.,p,° F comma w R raw..EDFr.W” IC a a PROTECTED. CO..OPERATE m .wN,M1 m. ma x AND.mo...ONCE m EVOSEEL r • a N z Z mMR ° m WWI z4 HONE AFTER A RAINFALL DENT a O wEsw SEDIMENT CONTROL PRACTICES: w ES ED 2. SEONSIT CONTROL.ERM rnaN 0' ' A COTE NO DYE OF w' » El < O EACHwM1rnmx°T .SIES sSULL°ETALEDAND POPERATION liar TOw v sc RAMA. E a wrxE CHsP . cii.. cwi m N. C..m waPUNTERS S FE a . ,. ITn. silo"!s RERwr em oEwr PwaREwBR a mar MEM oRMs sMw REI c AMINESNPMCDCES.51 RPM MOWS W mw BEENreporl was E DAM OF sr wsrMun°N w SE°Brxr nix:.PR.cx,WY BE Aniasao ro Max(E.aRoxc°1 suss.Aro Pum n... p.an<olw:`,'Iro.'sPm: ii/maws as.0 srEN ovwc RATE r' wc'mF ORE rs NELL BE° rt i P" xEZFN. aa°nm° rN1p s Nn wPm° sr NUST u° Rir ra A AND' a ASCOMICENZE. 0...1.1 Ammo SU.AS CLEARNO OR CRUIMPIG.OR PISS,.OF 5 µAME£ va.,......,. °^^"" ed by.w.raunder mY wa PERSmEum m.Haas Nrr nEw aMmnws rwr wr BF'aREA°Eo er wxssWwswx ecmRcs C011i£m EM. 10` R.,Ew. s`'' PN`CONrnA°prc`MF Wv wsra EmMMn RE.me me I«r x.P.wF.0 Ennis wu.0 mw in m.m• wv no'. o'm Work. u weE`"`mm ro BMWs 0.1 MO NNW of SM.. CHB 1° NP"'s Ew 0.1aCN'°"` PS) an•-.•.sioi. .. STE NC nwcBa. O.ar raeESFfltlaF'"``/°R.amN1UC1CPMcm"".r:ix"r°awx aB. n« soave WN. ALL SO.WEN PMem va OACI W: raONG TO,xE°U1I.ET NM SEM Offs WEE m ME swvr As BeaRm W MmM rw. SW MAN. MINNESOTA O. TENOR.'SOIL STO.F.S Id.T HAVE FENCES OR OMEN EFFECTIVE CONS NSPECTIONS OF ME STA....0µFAS WY EE ACM..tsxmuwoar.R ME swu::, PR.crc a Aa,.sNM. r"a m° 1LiI°urn ia"is1°' REDIJOEDTO ON.PEN N.H.WHERE W.NM BEM SUSPENOE0 WE TO FROZEN 0° WORN RETWNS ON OMER.S OF m. NARK scx.Pc WM.CAN: PROS•DED ralIPMEOLALL PWSES Of GROUND CONDOR.ME RENA.IMPEC110•5 AND NARTUTANCE NWT TARE PUCE AS Mle LIN.Xa.woovEs 15010nN w Brcv-Ea p u Ewe oaRwca SIME BE wsTMun AT EACH a msxc °M DE wM.R.mxsrm:nax occurs.r ne gr,..crew m re...conmurnw.MwEw+ QUALITY ASSURANCE/ CONTROL BY m w ONE. °ERR""°° SEED NCH RMw CO Sm IS FINAL STABILIZATION: POLLUTION PREVENTION R 1 ISSUE DATE 1e"'"'°"' MANAGEMENT MEASURES:wwnra F.SFEC sial MULCH SHALL BEM mE1( C(CLEANCRTS:R.no- w0 O55 Mt 0. v. MOPa"'"`°NxO° Ms CORP., OR Anon.OFWER/OPENAT.ENSURE"(„wi R( PERInDAYS A. R.AS"`NRR'." s.° a,°N mN1 SAM CONTROL OF A ME FOLLOW.POWMON Mfnwra:Rw.cMOMr NEM CPRES.MU NAVE NOT VEERS.FEN STEE.110.MIAL STAND.= F.SURES ON ME SITS Awry 0170.m wmNORPw. rwUMm sFw®w CAN w/NE FOLLOW.71.I.5. 3 M.COLLECT....T.MN.MP OCNNETE WINGS.ROAM.OEMS.FERE.CNATIMION MO MOUTON rums NO 011.NAST.NUST BE IL WERNOBM.MEAS SNAIL BE SEL.N ACCORDANCE sax LANDSCAPE PUN ViEeralrrTITANI7dsforVEtE7AR7D0T FWM'AL TBAV lir' V'Rin(301 CAM rmMAL ATE s EAE rs ME ro' P3TORI NEASU. .o No. MR ME -PLLMOUS SURFACE NI OMER Na. R.WARW. WIEN.OIL F..PANT ANO MN 1.000.5 SUBSTMCFS MAT BE m osrosED r oro r m. x PRP..STORED. NCI..SECOWANY CON...M PREVENT SPELL LENS OR.EN ME STE AFTER CONSTRUCT=IS C0.11E.AMST FE STAMM TO DISCHARGE.RESTF.10 AMESS TO STORAGEµFAS MAT BE PROADEO TO NEVEM INIONISTA.Ni At Pm w arc nnLaF wilds Pwm mR nc cnmBxcmx w snmrniws Aw wmcAAYS B 11(OUCHPART or THE STERNALOs'°Li'is yr MOO RP:m ff S. M.As ....PRECLUDE MOS. VCR. MO DISPOSAL°F wvmwn AWE oust eF w COWL..Wm N.Qt 4:4 PROJECTESIGNTEAMDATA FY=T.PORARY SENAMITATEN WRNS TMT ME TO EE USED AS PROPERLY=POSED mwaNN w M OWn°R"M°" NNW MT sny WASII.IS DONE ROCK EN TROCI1.01 FIE COMM.MD wM N TION:NO It_, K•IE° 09 mNR ME BAMx ro oESW Furan. CFI STE Ns RRO E wmmN ra N', QR cQaSTP• U 18 Sxoor 18 of 29 I I I 09.0 I A PLE TREE LANE WATERS EDGE DRIVE HT1\ aNr. I RTIOTB I m ® LIANT FES..o T® am E..E m, m '1/ 1AL t1a a I, rr" gwTT 233 Park Ave S,Ste 300xro.uTT WnDTE I T ^\\ Minneapolis,MN 55415 A-- 1 l 5 OTLOTf 612.758.3080 max qunor GG11` m I _ ' y° \ tl W1an7583099 ELL coOwallantncComEt— siii.,..kk,.1.----111r1111, •------ -,— \ 1 T Alk. ' :'7. r W 4N ,,, ,A,,....."..W1 M114 1..--0 Vpy aRemi.N,,Of',,,4,,,.,, 07ff I . A-kasrawin ,=, A En4 m 1ZC1' 4\8v,,\ , y 4 rSx7 ;! •Q p — s FEEmYI MIwTI Gy' p` s` a i.--.. 01 foifi \G c 4e..... , r111 ii-DDnOTD IMOIMMONoo „ •1 c 1 1 1 44111144 n sB A\ V Dunoif D e. m J^14,0 V o o RnW rn Ixa a W Q. EV4Z Z Bw7. a — W STATE HIGHWAY 101 ROOA,modify 1621 In MN.,spel atbn.or r•parl was diroal napery's.a.•IAm mcduly U`PROFESSIONAL ..aEm.v.,..NwTsme LEGEND: UTILITY NOTES: STORM SEWER NOTES: O PROPOSED STORM SEWER 1. EXISTING MIMES,SERVICE LOGTNINS ANO ELEVATIONS SHALL BE VERIFIEDII FIELD PR/CR TO CONSTRUCTION. I. EXISTING UORES,SERVICE LOCATIONS AND ELEVATIONS SHALL SE VERIFIED IN Aw uMux,PL 11. PROPOSED SANITARY SEWER HELD PRIOR TO CONSTRUCTION. 2.MORTNN A NM IV VERTICAL.I1OII. LOWERAT ALL PIPE CROSSINGS. WATER PALO SNNRARY SEWER ONES TO DA•LCONT no.I PROPOSED WATFRMMN MNNTNN IV VERTICAL SEPARATION. LOWER WATERMAIN AS NECESSARY. 2 IANNTAWN A MIN IV VERTICAL SEPARATION AT ALL HPE CROSSINGS. QUALITY ASSURANCE/CONTROLPROPOSEDCATCHWIN• 3.CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO TIE START OFPROPOSEDSANITARYMANHOLE CONSTRUCTION. PROPOSED GATE VALVE PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER AND WATERMNN CROSSINGS WHERE VERTICAL OR•rtM4 PROPOSED HYDRANT HORIZONTAL SEPARATION IS LESS THAN 3'. 4.PROVIDE POLYSTYRENE INSULATION FOR ALL SHORN SEWER CROSSINGS WHERE DATE ISSUE W VERITGL OR HORIZONTAL SEPARATION IS LESS THAN 3%7 BUBMmALrMINGGTATEVALVE5.ALL VIE WORK WOHLN THE R.O.W.SHALL COMPLY WITH THE CITY OF GWWHASSEN ENGINEERING GODEUNES. LB-I CTR EXISTING HYDRANT 5. N.STORM SEWER WORK SHALL COMPLY WITH THE CRY OF CHANHASSEN6. NOTIFY GOPHER STALE ONE CALL 48 HOURS IN ADVANCE OF AM'UTILITY WORK ENGINEERING GUIDELINES. DOSING WATERMAN EXISTING CATCH BASIN 7.PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLLWCE WITH WHOM"TEMPORARY TRAFFIC CONTROL ZONE a NOTIFY GOPHER STATE ONE CALL AV48HOURSMIADVANCEOFT NUN WORK. LAYOUTS-HELD MARTIAL'TALLEST REVISION,FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W.mono STORM MANHOLE 7.PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPUANCE WITH MRNRNDOT•IEMPO MING STORM SEWER 5.RU SANITARY MANHOLES TO BE 48'WMETER CONCRETE W/NEENAH R-1642 GSIMIG,UNLESS NOTED TRAFFIC CONTROL ZONE LAYOUTS-HLDEMANUAL'LATEST REMANYSMN.FOR OTHERWIMINGSANITARYMANHOLECONSTRUCTIONW1TBNPUBUCR.O.W. HOSTING SANITARY SEWER V 9.WATERMNN.SERVICES.VINO VALVES SHALL BE INSTALLED WITH MININUAL 7.5'OF COVER. a. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL O 1•I 0"' 24 `1 10.WATER SERVICES SHALL DE 2'CM.TYPE 14'COPPER,W/I.CORP.STOP a I.CURB BOX. PROJECT TEAM DATA DESIONM: NPRKM` P 11.SEWER SERVICES SHALL BE 6'PVC SCR 40=MUM 2X SLOPE UNLESS OTHERWISE NOTED ON TLE PLUS. WATER SERNCES Y BE PLACED R4 SOlE TRENCH AS SERVICES PROVIDED THAT A 24.VERICALlid D. C O 30 60 120 z 120 S \ f VP' e N1\\ SS p GttU<• f3.ALL CURB35. HORIZONTAL BE ADJUSTED 0AN ELEVATION oF l BELOW FINISHED GRADE MIEN IN GRASSED D A PROJECT no. :IB-al Bo AREAS WHEN R4 DRIVEWAY MATCH PROPOSED GRADE. 19 SCALE IN FEET 14.ALL 5'AND 8'WATERMNN SHALL BE C900 PJC. saver 19 of 29 LEGEND: I COSTING PROPOSED STORY SEWERHYDRANT PROPOSED SANITARY SEWER r.. PROPOSED WATERMAN VAPPLETREELANEPROPOSEDCATCHBASIN 0.1&i....... PROPOSED SANITARY YYIHOIE WATERS EDGE DRIVE PROPOSED GATE VALVE PROPOSED HYDRANT Ev:4. ease C GATE VALVE HYDRANT EXISTING HYDRANT CGNH 400- E CB11H 300 E%ISRNG WATERIAVN SII E%ISTMG CATCH BASIN A L L I A N TMHE% EXISTING STORM MABBWLE HYDRANT EXISTING S+O.SEW. 233 Park Ave S,Ste 300 EXIST.SANITARY MANHOLE OUTLOT E P%ISIIN0 SANITARY SEWER Minneapolis,s,MN 55415 SAN J B O 3 1 612.750 3060 n5Nr1 R m g 4 g OUTLOTF 563099 FAXtiry1KEYWAY 57 B( Q I II CB 207 209 Bev s PPL[a OCS N.T.S 01 www RlllBnt Inc.comCAST CB 218 SAN MH 1 OT O m CBMH 206 _020 80838 A I -+)i I w L s1E10 BY HOLE EOR 24•RCP SaN illG I cGNTRACTO • EtiV Iz0•Iza`Imat27521JT a Pc 9 i1 1i 7` I r o soonavu. A4'S YH 5•E OU LOT 1 I fA - t WER WALL ',3.1:1M1='?,-' 0•LONG SAN YH 7 Lin...] s'geHCE" J'\\ O 'CBMH 213 E{? yi I HOLE FUN z ` EL902 WOCBYH214' ,• I ` CBMH209 ' O R0' O tz• ," I/ , i T LYC11m oR]oxTAL B CBMH 205BANMH9\, `- AIot T s, d!0 T' S N O'9AlE s0 J4 012' I CB 204 <III 1 INSTALL SKIMMER CRATE f"CRIXN A A OfRTICAII '1 . • 1 p, T _. I I j1 1® ITN WAE W%ED LIXICRETF BAFF F WML w•1_'\ ,,. 2 r COQl N I L. • lQ1 nRlSEALANT WSTKL PRE N%ED WHEN EEABIBLE,SET INVERT FOR OUTLETs , A 1-1` i y ' Llgic W£R ALONG MW WALL AND PPE BELOW NW.TO IMPROVE PIPE 1 3 wuricilNoroi°o" PSEE m rnae0 '°080.38 AxO MINIM. SLOPE AROUNDI \ER O CB 211 E (3300 203 I 1 p 1 PREVENT SGS G2, T wu D` \,........,\ 410',•' - a 5I m wNT ELEv.90s.9s 220 3 i111N'1- OUTLET PIPE I WEAR WALL(TOP EL 903.08) Q Q\ G _ 1 [ y1 , 2B0'OF 21'RCP i l ORIFICE EL.902.00 k T) A/ L SAN MN 2.yw L ,12 II IW'1 A EL.:900.5 e'N+N Dz `, `` t. ' N. i1 1 O ` I N INLET PIPE acv d CB 212 a3 0110111111110,113 CL SOODox 05 '.•`, HYDRANT O W ; 111: 11/ 71: 1111H*7: 111:1.:111::: Irillic PATOSO t EL 902.006. n SAN YH 33' `/Oi T O O111111111.-0•AGGREGATE 911 MOD YAW Z YxDOT SPEC.31490 MOO.) NH. LEZ }\ \ s r JH OUTLET CONTROL STRUCTURE WITH Y Q g\s c_, X31CONCRETE BAFFLE WALL Q w z }a.„ 41o,.. A s zoo \ OUTLOTC CO a W •1i 6` f-• STORM SEWER SCHEDULE: FES 980 POND o3 a c09A 104 \.e$ MF9W P.N.S P.SLOPE P.TYPE PIPE FROM TO NM STIR CAST BUILD V or rep.woe by me or FROM TO ODNI 8{X1 LENGTH NFT],INVERT RIYERT ELM/TYPE TYPE (FT) I'16 \ E0SRNCWOFESVnPireuN Mn Iweinall 80805 a 12 654 NOPE 020 909 OD 911 70 00 R062 m A HYDRANT I 8TOPS FES 100 f33YH 103 uAAK 9Au9g1 P[ .• BARN 2f5 2 D40 W]PE 1797 903b 50332 50703 22 R 380cT5215 CBYH 101 ODMIIY ASSURANCE/CONTROL1CB 21 215 21.9 2 04 IHDPEll. 24.97 90338 00322 910x M R.3367 138] 01214 6. 213 5 033 HOPE 5193 90322 60305 01024 M R-0367 702 20 15 933 NUPE 15241 50lm 90255 219 48 - 9 OUTLOTF DATE ISSUE oArz wn2 0000210 12 044 NUPE 9715 9DI50 90737 gum P 384342 370 SAN MH10'1-..___..._.1--..------1-\_-I 5-1117 CITY0080000.80211 OR.210 03HOPE24 90793 0171 2 80A3 wWz10 C511.103 NUPE 9214 90232 91171 980 a w. CWY1108 12 0 44 HOPE 8542 3.70 20 02 12 ;5 Dem ;;;36 12 1 27 HOPE 41 72 911 03 91003 91, 14 06 2] R 19.67 320 SANITARY SEWER SCHEDULE:E 1E.aH v MN ROI PEE PIPE PM INVERT INVERT RIM 84.1V STRUCTURE MMEIOLE PM TYPE R CMN225 00110203 12 297 108E 9120 91050 50789 91420 29 0-3007 370 FROM TO 0D.SLOPS MOTH FROM TO EM EUEO f. S\ `1" LJCj1°h 08224 0000200 12 044 HOPE Nm 50010 50893 81080 20 R0037 371 14 00500 9LR184O TL9APPPm82A7E ELEVATUN 0709(019710 MACE WOOLEITOM0 t1 Ir•' G°NS'tP001/1210 CBYH2m 12 160 12350 90950 90393 911. 16 RS2m4 449 141.1 t I 92_ 1890 l le 009;032 80101 031 050 38 93f 88 91218 J220A 998 O. 5109 O.mO a M7Lti 91271 911 31 tl 11719DHE PVL NOS F°P PROJECT TEAM DATA BM1901 FES 200 10 im m 501.88 50122 911.59 46 380-2x2 902 41x5 MH2 00398 705 50132 Nerol 91232 46 103901835800 OFSIOXm: NPR CBM.mO 910 94 918]5 Si 383067 014 W2 °ow 89907, 6910; 91222 1239BORSP/G OMRNo X0. 219-0196 ZELL MI5 Omq 900 Bm 77' 14 CO90R.5PVC PROJECT // 247 0 78 720 b 30.5 PVC L 0 wM+403 911 70 ,1871 IB asW 18000 x feii o 155091x.;5 we 0 20 40 80 MHe Im 9q 98091 m 8051 s sn'C I I L FES. 0.501 24 Om RCP MOO 50203 50200 003 2008 OM 9000 91805 b ---- SCALE IN FEET 0.501 099502 21 170 R1P am 90050 mom 021 DETAIL UPI10 4009 00340 1612 903.64 9mI9 91489 46 Hli50NCSGVC 20 of 29 EXISTINGHYDRANT _ LEGEND: Ty PROPOSED STORM SEWER Y,' •PROPOSED SAMTA'rc SEINED PROPOSED WAIEIT OU I 111. 1 PPOPOSED CATW DSN PROPOSED SAINTPRY MAYt10LEWATERSEDGEDRIVENPROPOSEDGAEVE PFWTSED HYDRNTiiiIXISIING i HYORANTI MN 801 E%ISIINC CATS VALVE OUTLOT B EMSIBc HTDMNT as 900 FES 901 IXEiwG EATON BA5Y Es S*1 i ALLIANT 1 E N ExmNc STORM uaRHD1ESANMH1t EXITINGG TTGRG S 233 Park Ave S,Ste 300E% e P MEANT E71sTNc sAHrtAPY MANHOLE M nneapolfs,MN 55415 612.758.3080 4.411 - S DOTING- - NC SATRAPY SEWED 612 758.3099 Fax INF BASIN - _www a(ant nc.Wm OUTLOT B ,' W zte F _' At:SANMH 1i000 , FES700 CBMH802W Wl11— . ' J'SAN iiiiiii0 S, CBMH z1 ocs 601 000 (P lit fi . FES 602 A VII; UH 14 m ` J4,y,, ••CBMH 213/,iO S. ` WMH 701/ 0. V1 -,:, 10 r Tx \\. 1 , V p.6 i SAN MH 13 CE 804 0,'1' B2 HYDRANT Y , 3 .H19RANT ,......„......_6--,, ' /,9.f O 1- CB 702, i11 V9 EIASITNG • 0 CiJ, S SAN MN 15 I`'• HYORNRT--,- S1'- CpT IZyZa L W 212 \ In F N OUTLOT B a ~ s 3 0 a ss Y a a TX8'KEYWAY OCS 601 Z a CAST INTO W.PLIER fl W L'I VCR HALL A F•' i J CO.HOLE FOR 15'RCP 1 \ FIELD BY W zQ W -2 CONTRACTOR O' 2.0' f I2 I I a 7 158• O. ELEV.= ; XVO UTAL 845. x89 pion,Lr o•LONG cert... I HOLE FOR 12'RCP 11.0%:, F bn.a•report OPoFICE c 1ko1 WEB WALL Sairlie 8 0.ORE GE "\1/81.89 E.90080 Ov. iE561 BM. bT oM 189.1 e. EL:901 72 1.4f'41f1ILL•J..: H4 O 12' eo Emo1FIOR12gITAlXNESOTAIIM GRAZE A •• 11111W.1 14 O 12' g.,,,,,,,_ SKIMMER GRATE WIN A-A VERTICAL MUSCx.83 PRE-MIXEDWATERLESS INSTALL PRE-787.0 MEN 1EASBLE.SET NM. FOR OUTLET onN ue. xu ALGA NT oneRESSWS`LANNT PIP PBELOOW WROTE SANITARY SEWER SCHEDULE: WALL AND NH NH 3uxcnoN to o wN1wz. x D STORM SEWER SCHEDULE: DUALITY ASSURANCE/CONTROL PREVENT LEAKING SKWHER.MN MH PIPE PIPE PIPE INVERT INVERT REA ELE/STRUCTURE MANHOLE PIPE TYPEEyENTNNACB P.DIA P.SLOPE P.TYPE PIPE FROM TO RR 6TR. CAST BUND Al —DME LEAKING L FROM TO O.D. SLOPE LENGTH FROM TO 0SOB BUILD 0 FROM TO El RN) sf5y LENGTH(FT]INVERT INVERT ELEV TYPE TYPE FT) DATE ISSUE ELEV=904.97 T6 I0 W• EXN• M• OUTLET INUR WAL OFCPGiIICE EL 905 0H 14 8 0000 131.4 84742 89689 90442 48 11.00..838 PVC CS.. WMN 701 18 0.15 NCP. 8415 900.36 90028907.85 48 R-2501 7.CL-5 0 2.04' 2 ELEV:900.25 I WW1 701 FES 700 21 021 RCP T7.16 900.26 9011D 90826 48 83067 aCO __--- 1, INLET RPE 1 E 4, 16' 1 1 I 1• CL5 OF OO P W004 CBMH 8m 12 150 W 90630 90540 91000 27 R4312 3.706wN EL 90000 >< w pN1- y CBMH BOR CBMH 802 12 028 NINE 149.66 90530 90491 90310 48 193067 380 PROJECT TEAM DATA HCKSLSS Ev1E f'1 K C8MH802 COMH831 12 307 HOPE 11453 90481 90130 WO TO 48 R306T 49866' .:':-: T T ygf OP 1; `NA, rV,1I0-N COW 831 FESWO 12 152 RCP 2937 90055 90010 987800 48 84342 401 FM MN. GREGATEC. 0AP911 ODL.) 404.1 EP• Z j,\,* GV(} al4s`1LR 4 EES 501 FES 900 12 096 RCP 3053 .80 90030• PROJECT MO: 215-alvv OUTLET CONTROL STRUCTURE WITH o zD 40 eD ` 01 2 1 CONCRETE BAFFLE WALL u SCALE IN FEET 51331 21 of 29 W Tena lr. 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FP5f0Rf oN`-'ON THIS MOJECT SHALL BE wNc,wmL THE TME of TOTAL MntERrMTMLuwm1-17e E BUFFER..L.F.ALONG..T Pure BGUuwRI1AL1 : k V. 1:.T-' m. mws Ras N.T.EFORE,MT.MINNESOTA TMu l.OF R m BYP MINNESOTA THE OOSE..'TOPsaiO A OPTIONAL CONTRACTOR.wuRNEs of TREES PUJTEo w ME 2 e SHRUBSULDPUER IS aEauam TO BE SOP P'(+ A`-RICHES THE SITE TO M xARaaxrR w RN. ACCEPTANCE RIEWORK MTH w i ',itON axly nwn.w.L1E.a. m PMS EwvA.T INSEEDINGGOT SEEDING IMNUUAMEN PAO. i9Non ENCEaw a INSTAL MGM. PROMDEo z OVERsrarc.a CONMRS.s MM. c•` 5 NsTpUWITHs,1.C E DES . 5OO IGATION _ AND p r‘ v&c P ,1NECESSARY 10.TABUSI A UNIFORMLY C.SE STAND Of TIM SPE.. RATE ZMIA_ INSMI. SEPARATE NEFER ONEs. B CR APPROVED NGi PROJECT TEAM DATA GRASSES OHM ACCEPTED ANY AREAS EMU.TO..0_191 A STAND V.OMER,CONT.Cf. NAME SEED AREAS SHHI BE mo MAa wm aaO m RUN eE REW4TDTE MOM EO:mop'''"? 00.IS NOT AM DED RM..s. 0 REQ¢ TO THE FORRE20NE sn0HiUTS DORM MI. 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OF NI.TRF 110PM VF RIMTT'AN,PNOMFirFML4.FIJIMNG MOSS,PR RUN LL- REM E.SELECT TOPSOIL PEST DATE SOF a OPF Mlx RN 5 LBS/AMD(PURE SEED).5.COLNILTELT Gl1MAN EE NL WO.FORA PERIOD OF ONE TEM MGM. x GREAT RAINS BDMEYARD IS A COLLECTOR RO.M.THEREFORE OLSIIIYIAND BATMEMEEOF DATE ISSUE DA ACCEPTANCE MANE All RFPLMEYFHNS R.I.P.(A5 BES.I U 0 B R T 115( 15•YN.BUFFER MFA 100 2 13-17 OR SUBMITTAL APPLYMIM1 STD PER TNF G NAM TO PE vR1111114 MULCH SEM.AREAS NMI Y=/nor TIPS OMER). Mfl STTORwas,4 MTDERfirgR TR.MD 5 SHRUBS PER Tm'LT. 48 HOURS s(ROA GENDFIED*EEO_ MACH MULCH. 1.11PXL BE PSG MGHGE.TO BEEP IT MER.I a _ anFTmMD B tnwlN-Sol r EM.YMD MIAPPEO w APRIL RCS OVERSTORT.27 UNDFAeicm°Xw SHRIPLANS SEEDING.ALL BEAAPPU.FROM APRIL 15-ART 20 OR SEPTEYBFA 20- 8.GALAPPL GOPHER TE ONCE GALL AT 851-ese-00Cx FOR LOCATING ML FREEZE UP.6FHIMOSEEING UTILIZE APPROMIATELY 500 GALLONS CF WA. mamas A•ND DAM TO UBUT.MING THE A 11 OV9tBIarc•n uxocmRMY,12 SHRUBS Obi SPEC]e.94 fOt NimEA W uIATKM C mro E OF THE NOMOPUNTMEOWS L.SOUTH OF W( WWI ABUTS A MIMEO USE ZONE.Mg.MAINTAINEOWS,P.M.a1OlIONc YANEWxG,UNTIL THE 1 WE Of 7NapaP 7MO GHSRFll. E I'uN.TOOE aMINNlESOTAWNW BYTE MINNESOTA CROPCWPROVOTENNrCT" T/.Na a MOANS tsraIEli a)ziTiaas 1llEmsF'.m°ec tlMR°OEP'" oBco o'REPR 47 A 11. AND msM. OF REE OFMON c 11/417 PLUM. s of TREES T.10IY LE NO90 O. MT L1I'V TIIUI PAIXro L PMc A OILS-PACRER OR GC 150 RATION PWCO OF NTY P.M5 AT PROPERTY LINEN AM c LEHTN o. 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SHEET 27 of 29 d , p 1Moffin31. 311 MORROW r pTurtvMnxmoaa eiPF ' w... e M,--,.. r. zrN rwisiRALLEWURLAPPEDRAERM9O«p,.SPADE)O.P.E_TRMSP,.., a= ALLIANT J r® ... .2.T 3, 3.. '. ENV. „•,o,wn..o.a 233 Park Ave S.Ste 300 L r. w..,,a...,,.........w... rwrw...m....w.r_......+..,...wr.o..e..... ..... r " Minneapolis.MN 55415 612.758.3080 wzr 6 FAN R. j•. u.r... . r...r..o.,ar"-,..r.« iiiU%j/j grit,%% i. wviiw7alelian i-Ienc.com rSgr.fk,; i—I w....u..r..ws wm.a...11611AITNEE SPAM SW S`O% t ; MOM Mr. r.....m.0 r.m.w..r.9 rec m.s rc .wr- var. UNACCEPTABLE / NOM.nmca 19:• wr>.io m.. e ZONES MOW(MM .CORM mom P) 81012131 r..M...m...... MOW=......,Era m A 1 w.._.o.m_ E LIP R,s Te m+Mca aMv munR ENGINEERING ^A1O 5309 PLANTING DETAILS FOR REwsm: EItE NAVE: ENGINEERING PATE: PLANTIND DETAILS FORRI DEPARTMENT TYPICAL INDIVIDUAL PLANTINGS a-u a\ENO N'605t SSto DEPARTMENT wtT STEEP 0EOPEBNAS9 BED PLANTINGS Q ZYON m PRE\-\M o-cco` tn Fe.T.a'.2"`''''' UAS Ora fWi K_...f'C ct.a.a..,xo.es NO p ZIlsse..•.d^7-x:a7.0 R<^a.x s'• Y:ts.m•• crl" y^x• . m l ., wl..e d:^1mv '^` cy Y s OC W a . ' a s mss- v o< +sr ^tea a-; z n El o.............r.... E.M.>m r astmr;.s.•.•v II' 4 b> I. 1 - Coi M•. 6 fir.. T i. '`WeiE ,, a o sm.Pr,'. '-"'-"`- s'r, T r.... r 11') rely ^T"` --- . w..r.,.., i' ., 3 a Y%i e:.'L^.71'Yr'm'rA rr..r. Y` 4.-,.3' .l>..... iwovcT m.muss a J•r'z:, mr,a maw-_.m.__.. .,:,s,. a +•.n. - rFi s5409, T y'4 m;.'.4• 170-.....-- L LAHOSCAPF ARCHITECT underROOM,-T maw..TN[D o s SIC __Lilt, r. F' -da -• 71I _. IIL/'/ JJ N m _. '^' 7.18. i -"' I I ^....--'''.„...................... o 6"Sh"`i.Tu m.... u xx[sotA nw."` Rom.T MO122RM4DETAIL(OPPOr m .,. mR,...,.,...,....., x.A...orRE..P....9T.. ru'6 ': a- v[.. .., •. N•.R,., far.-.41,?E samo o.Tura eh.. _°g"N_w__. . DUALITY ASSURANCE/CONTROL va Vrr agimr®tita^i >rTRse`awi., -r TLk• RR..Mo..... rr T[ 9EEDON0 TREE SOUTH,DET.w a 5 •$.T,E• f "' ve I DSTE' TT onNwwlTT.[ v. a rsau- I. may i__ xx CEN an Z r END/cr i<.a aex Mr.0 smr.ew„,wr.a PROJECT TEAM DATA DOSIONED.10,NING:Tor. MAWR. JC 5. t arrir Remo,0-40 EQ'rA PPN(CT rq 316-Dr99 TIE w+r:aWrDWECE\ET[t mTt Pwlma DUAL vFmo:[-TD Nwe:aWw4 EaWra ° 1v1mO10 Pura z TION PROW.DETAIL Q M 2V SHEET 28 Of 29 I.: I E TREE LANE I APPLE WATERS EDGE DRIVE 1R OUR9 R-- lil1y p4 i I ALLIANT 7't I g`a 233 Park Ave S.Ste 300 ouTLOTE r MlnneaPolis.MN 55415 Alli s 1g (0010 M. 8 03E o our(oT 1 I 612.7583060 wvx Wf.BAA'• l m4.1,._ 1' 1_,,Ii W12.758 3099 FacOUTlT9— ill ww.allant-Inc.COm it i°`j a o-. ''`, E_ u EOE f I 6\ a q yP r- 1 S E .... z T a T ,\ 9.\'.' N 100,alb 1 N..,/ , / Wr, ,, olaln I i z 41' . 7. ‘ ,* 51,<ti,4) 110 ' ,0 -'illY\-,g,\FI!M \ G 1 i- \_./ 17 cl\tr. m 4. n2. 040.0" 44: 11\COUROTR go3A EE N \ OUTLOT1f Y\. ' pp,, I-' J ccPONDOT 1 k4 r, aF o `*] w g UROT1 Q W E WtoLI, ct a D. STATE HIGHWAY 10' ea..err me re Pia.. xM I xxE,G," = 1.1.. .. o QUALITY ASSURANCE/CONTRQtLEGEND: DRIVEWAY PARKING i[ Si a FGARAGE PARKING DATE ISSUE DA 0-11-17 ON mwNTAE E PRIVATE OFF-STREET PARKING Es H PARKING SUMMARY R ONT'y OFF-STREET 23 PROJECT TEAM DATA ULE A PRIVATE DRNEWAY(3/xauBE) 104 DEBIUNEBJiE 1 i L GARAGE OGISAISEI 154 UPR 9' \•A - AVAILABLE PARKING STALLSELL viAS\", aUOKL N PRO EC x0. 210-0119 0 30 60 tzo NOK qOP 29 SCALE IN FEET 29 of 29