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Home My WebLink AboutItem 11 - Hunters Crossing Prelim Plat LEGEND _ EXISTING PROPOSED ARE 5A SCRIPTION\ - RVE ham\a } j EXISTING ANI ARE SEWER ,: N, 9 �/ o 7 � r vS D SANITARY /'\ G Ftf i RE SANITARY „_4"r..k: i i' X W H GATE V.ALVE r 6� ---�ii E X 1 S TIt,C WA ft'7S1A 3, t iLAKE PROPOSES 1 ATERMA N � � , MINNh R t ...._I__.._..—I---- FUTURE WATE«na!tw 10 El CAT _.,_H A `4i # t 0 B EHI �< J 0 a 5 CF-.M MANHOLE ( _ 01 P�, FLARED END �ICTf N 0 0 Ce OL SURIC7tjRE Eqc FING STO M SC1 Ei : --7?- » FC€-RURE a OeA SEINER i € Tracer „ovrt —. SURMO..NiTABLE CJRB I. Ek? I H O Ik ?� k'2 TTE e 3 N rc3 r, C€1tTER AM ai Y- a .M sa�cl PHASE -"NE, i e E I I -- -- -- EASEMENT LINE t .... ...... ..._ EXISTING ON I.0" LINE �e -._.......... ._ EXISTING 10 CONTOUR LINE PRO OS D 2 CONTOUR LINE i n^�� ,S:? ,` PRO:;OSED 1J CONTOUR LINE — ec.3s�e POND E E `t?; OUTLET t4 --- ` POND NCH WATER LINE ! f'-'Y I-. WOODB RY \Yl AF"1'O PROPOSED 5PCT ELEVATION - - °�° EMERGENCY OVERFLOW ( + -- DELINEATE: itiETI LINE i • FE?A FLOODPLA.IN BOUNDARY I [ i i LGCAT30Nb1<8P °•°"••'•^.•••. • STAOARD EROSION CONTROL m ■ s s IN IN R A a p ■ HEA,"( DIt T`!ERCS O'N CONTROL Ii FENCE R TAIN N(. WALL C CONSERVATION AREA SIGN w WETLAND PUFFER, SIGN t EX. C.a'•IERT l € t _ _ _. _ 5TH STRIEEr NINiTH - --oh EX. OVERHEAD UTILITY LINES _ ry Er 'N R ROUND lELE41 LINE EX +dtN (`-G+1ND ELEWHCAE LINE � ! - _.*- -"' .. �a' � �• c o Et UNDERGROUND FIBER OPTIC LINE ) \ OUTL6F B, e —e Ex UNDERGROUND ELECTRIC. LINE u —= E< NDER ROUND GAS LINE I l � •. �' \._` \� I EXFENCE BARBED WIRE` —� ¥ EX FENCE (CHAIN LINK) -'J Ex FENCE w000) ( I 3~f \ EX. CAS RON MONUMENT E) ELECTRIC B0,<EX. FLAG POLE i! 1 EIJ_— 4 I ! -�•„r STREET B i E>. NATURAII CAS METER I f �/ .. _. .._ •�."'-- i a. �'�..� G E< HAND HOLE 0 E> FOUND IRON PIPE € 2 ....... _._._._. J _ Et IU tCIAL LAND MARK ' i ( d � I �I t _. bl ��! _---_ ,� ,� `----`- __ ... ............ __. S ExLIGHT POLE 3 4 L 8 __. 01 PK NAIL : t ;t t • - �'�.� _,_- _E.<, -*- EX. UTILITY POLE � T 3 � a, sr EX LA PR!NKLER VALVE EX, LAWN SPRINKLER HEAL) 2 ND O� EX SEMAPHORE —I i1 : EX TELEPHONE BOX iD F7 TEST MOLE �y " __ ® I ( Cil7,.p-C i ¢O EX. TELEVISION BOX _ zaa i 1 a Ea Wo EX. MJtiITORINC >rE__ — .. 12 GRAPHIC EGA1.E IN FEET EX, L1sV'i 90k 6 ..,.�______� '15 t ' f C I PR-'.,EAZEi3 tS E. C:ON TROL rCiPtr (: ... 't i I�..I<. .WEREN INt P.A. eAClc <r1I ra lENCN MARK EA iK, i '` ( g ( s I, ' I ` _ MN DOT 8282 AG € - t f t AI(JLJCI4ERFRQHE„SSktS AL.CIVIL F;YUtNt':kdt— l 0 ji ) /r/� ��•.N Lnx6r ELEV=943.87 (1983 datum) EX. C,-LANOUT �7 I LLL J : -` .... 18 PETR .i HA VKIN SOi\ —EX, SIGNFi^AN; TREE STREET 8 Sy EET IV1EX EX„ TREE LIN= 42299 i. COVER SHEET TKEC"zo, Ex. G:<Av£L SURFACE 2. EXISTING CONDITIONS ITIO NSE DEVELOPER 2 RYLAND HOLES 3. PRELIMINARY PLAT €EX BITUMINOUS 7Siu AN At RA44 URI4h -� -. PRAIRIE,\IsNES 553445URFA.£ p CON f' 4. PRELIMINARY LI NARY SITE PLA N Et E:.:TE?- TRLST@RYLANDCOM 5-6. PRELIMINARY UTILITY P LAN (I52)2z9-6000 7-11. PRELIMINARY GRADING PLAN NA NLAR 12. EROSION CONTROL I�LYAI� SELECT i:3AGKFILL \A'fH iNf AVDt-.CC:I •�•'--W-•- MATERIALSETBACK �MEN TS k S GRAVEL GGN1L STILL WA ER,IN (CA550&2 13w1.6. STREETP LA & PROFILES ENTRANCE LDR STANDARDS: (65)3I1-?58 17-18, DETAILS FRONT SETBACK; 25' PROPOSED DEVELOPMENT PHASING REAR YARD SETBACK: 20' MASS t RADING ID BE PE:RF'ORIMED IN ONE PHASE,, A LTILITY ND STREET CONSI'Rccno TO BE PERFORM 1.. LANDSCAPE PLi`A SIDE SETBACK: 10' LIVING SPACE, 5' GARAGE IN TWOPHASN_S. '. CORNER SIDE SETBACK: ,5' TL TREE PRESERVATION PLANMINIMUM LOT WID1H: Ei0' MINIMUM LOT AREA: 8,000 SF PIZNEERep�gineefing MAXIMUM BUILDING COVERAGE: 40% ON i <',iViL E4UIn1YY6 +a�'UPL++h"t.'RP' iquD sl;QsG:'(M+.9 (an+C4PC'.YCCHFTfa;R (YDL+NQ-i[3 S4,i-SIiPF:T-CDVfi 651 611E 19I4 I nerdzy,xrn}ti n �- w pry.o-aa tv Rec:e:vvu 242 E;e PIS D t € } r�r r h t - rut:haul ti. _ II�te_ ��.>:».1 RYLAND HOMES P r eni-saXs maA Pwi a+n COVER SHEET rHJ1'v'IERS C.ROSbI1�C7 4[e�nuL.0 Ne+ghts,_d'v�5 P20 ww .ptonczren,;.L•orn �»emdy t+ dtYt �: mf g r Des++uat PlnlxAw 751)A�'VL ANAGRAM i3kiVE � OP �pU +mdor+halau,cett.saeeot M'.— R. N. t_=+... Ir:ne o^-S jlSa_ D... IAWIA. EDENPRAIINIE,L1INNFSO'1A553A4 E,.YK'k;}'sLL{O.MIN'NESOTA t`v'2}i#P;arxx r~,z ednF.PA. f Ind,( m EH OF'iiiic .u.Tw .3, ,.{'_:'tit I ( r a EI r' €.,,474QA, -n - —%. N894829nE :y 912.76 £r,r» wtE 'wfr / %/ c FEETGF THE Plii'7fh 3F cA Eat_T t./a. THE vt��... �'.. :. .. ._. Ellr f - S "rG .T,Ito r :\... E 44 r<. 1p, \ C .,Aar ri 'vu ^' `-p` cC} �.., T `F; I V 4 C > t z _ vvL ;trcp ..._;•fl ,-_..-, �_.....,_HIHNAY asErw€,Tn44; `C! t art-�._Gana.e.<cJs he .7-r nes - cn m r -r R r� ac (� -r_•_ ;w , '_r�,..., y" '(;�... � Ipp c'rV mP — `� - e —Gon.,,es an, •1.,.ra MIf n k" ..JF__. ' V TL:.P ar� -- - rl- �� t — � �I ETLa�€1:.� ,�.I r..,to r. y r N - e. - ' � } L� ; [7 n ai n II F�2 ._ G f E S 4 � 1 S E a A S 4 _ yd n 1A �I�Lc ,hh.Gc; �' eau re pipe x r .'-, La,, G,a.a.s light pole _ - 1 .. - rA f - •� {n-- -- ta 'wa 1 ` t " ( - r .. b e - r 'it) rE ! s u � GF q€ F1 nodes eweph�.e boa { �,•; x'+` i, €.: z u � ,Sh.LAY ^ "�xt-lt LINEARA61 t_VvY'H Tf' _.. , i., fi Q5 Qenntes test hole J i S S$ 8Al 5{7 5f3 w� sx t t/ ` i e.. s x n ,av,mt LE€E i N" I/ O T C 4Q (1 �7 dEr - ip. LIHrPAPAL:EL WITH - 5R�I3E<,\.._, ,..r� _ �, l�., .N. .v44 ,. THE N a WEST L• > .L_ j_ .i ' ` I _e xnrnxT _-` � I ti ..' R" � :��z "� _it, _ �. + _. ,r ,. � Id 3. ^°e E .16 <J3 F RODSr i p mn sgs°Sa' ^Aw a .R. RC P '-• : �s' "3f?N= Gr THE N4ro -. ,.S L.0 OF T yk E ESTATE Y hE F' r;G( ALM1ES E liLC t 1=4 OF TFik 3vJ 1`4 m i !a"OF THE i ` w I ..._- -� _ - n m:n c,r.o.�r cc ,,. -„`__ _ ._ ._.._ _.� AL.A su J tag. 6114113 ` r c .omol� > r _ , Legal descrietcn per tine romrnit.rr=,ant The - rth,,ast of , d: the, Sciuffra s 4xardr of Seetio 3 bwnshin 2g Vcart, Bury ? e r 4a r on, ;;curvy, ri Minne o , Iyirg southerly the fo. tin. d:.abed "Line X comrren..na al h. tiPe,t Quarter Corner o, said 5ec;inn Sh eh�nco Sauth OrJ dagrees <) nlnu ss o. ...or: t orlentation d at bca Ir 7,terr t-' u iume.-t e.l ng t ,t,.'t line. of said tr cst Quarter .. So-.f we 2Jarr r _;,, of uz l.Gn feet [_ - ;auth line of ,_r.t. 4i4.G..> - of said Nord west Quarter of the S n.cst. Quarter; thence _ora ..ng along sold .°:: :r. s txrr a c e r S r-t- r ;ar - ` e o r e_..... ......_.._.- ......._.. t;i svaa e South C'f '. point r,i rs r-:fg a= '9;+te X,,, 'I t'-:enc_ ..ore+: dg degr.es r 29 .,aeon.., Ea_, 7 es.onre a' <:,E,'.7 feet;„ hence 1.o'.th GC degrees t?L rn'ruees 5,M1 ' sec r I t x dl e 'f 16 o"f i, to th said south in `f.h North 4 i-.r`g fost; thence s, rtt ag dv g. 4Ps r'dnu@es ea nd Ea .,very a d auth Has a distonce df 912 If, f._ei to the east n_ of said hir_rth,4est tut r.er o the 5nuthwest uart,er of said I.ne 'k" then; terrnlnL. r:g. EXCE=•` that ort of said -„thwest Q11orter o` ;Pze Southwest QOar-ar da., - � - p °scrou:J as folidws: 8egirnrnrl ae the, ,cu,r.,est comer of said Nor t-' Q..a•.er of the Southwest Qarter, tnerice East along :re south I're of -._.�,�„__.�._._..._ said n..hv st a r. o asJ tnze t v r r 1.,`orfce of 1:6 Rods: tr ene. 4a h al,rq n I'n,= a.aLel ,viih 'Ite nror_t line 100 56 9 100 kE j6N ,7&, 1WP. 29N, ROE. 21W of said PJ r h ve, a'r._r r ta' S a.t1 xe t ;u 1r'. r dl ten[! of iC rod'; th at e West- on a free uarollcf with tt:e scuth Ilre -.-- LOCfiTl'Vez_t x,- C, .rd NorLhe .. Q.,e ,e a me Sou h e.t Ga Cr dlst_ co cf 1t, rods to sold wsst Ilr , ,h=_rat.. South airng .said west linePMNEERe . ?�Onming < s „„ n u dis:srtco of 10 reds to tne paint OF begfnnlnr_, Scde in?1�?fiN..iprne DliYe {6SIt682 1914 Thv Dy hl t t>f Ts Pl thachl Nnm: ftemsimv. !ht •k29/la 0.t.1 LriAVLI 4AQ1.6`1L, A 2peyCe1�tVmER S CROSSING G rax 6Rf vaas ^� ' � �� — E�TSTIi�dG CQNDiTIQNS &Yendot t Hetetth4,i4CN 55120 m 1 I 1 d D f 1 S eyo �J rt k' , Dan �, to.ie•.tlloncereny con'x r54')ttNAf Kr1\'t l>fttVFi Z nF }8 c etMlaw.s oc ux S se of Mmn„orar xef.N a�v r1. anana nhua u,sr, EDLA PRAR2TP,MI�NESUT�55;4a t..xK4d EI:MU,MltvgE5t7T4 'Si 20t4 Pix:eer F:girkcrng,P.A, I - - - -�--- -- -- -- ..----- - - - --- --- ___ __.... ........ --- -----.` . - - ------- ------- -- 1 I 913 i ' S75 337 60 h0 tI I N '8 'UTILITY nA,c�h`,sxT IJW TLO I U ( p -^- 43 332 0.7632ac I �l,l l{ � d II� I I � it � !1 ( �" II ✓a r,,_, ' �I� ` i! Irk o 3 2 ( T Ac 408 �U Q� f1 j 1 I 3 I(jr 1/'� SECTION 36 TWW 29N, TRGE. 21 W r(� 3 s2sst ,l a6gs 12'23nr g,r,f , IJA..; �.S6bEa� ' <3 2�i3,iac t Q.27£?,5a- 1 w ilj SF' O 90 S- - ---- _ - - -� -�"1 68 11 ,I r s, `/ f �'t'C 'a 1� I t ( O'L4H3�r. r- .__ 248 •1 k. � 'I'-- J) j-- -!I ---------� L--7---t'L' -'j-- 11 ----� t __ J (f r f > 2a 79 7z s0 aG s=`�J ��- /�(f �' n DEVELOPER 0 a295ac i h_._J (�•..•. ', V RYLAND RONI S -_ -- 1 ti; STREET „� 959)a�ieRAN1DRIVE L EDEN"PRAIRIE,NENNESOTA 55:144 (_ ___ 7__7 �'.�.' && CONTACT TRACE.Y RUST J 2 (c S3 _-_ 72 94 _ 91 ( J ?RCtSFta_RtL4\L1COM i 72 LI' e _ - ( -5fi3F cos }5'1 )aw �.2E ea_ / - (- - ry I -- f- -... 10, r iY >st 26r. h -L �_ 1 I ,I.r 6o I a.2 I, } LANDOWNER u' i I '� III 1( 4' I � (... t C7 L- "z �� - .I t sds - z4 1� NATHAN LANDUCCI LL) .. ___ C29. n1'f''4 314-.f ,P t 418 9s` t( C.SC4tsac j I3230 t0TH STREET CT N. -I- --- --I� her tt./62<x r`l L.Y:;9�c�11 1 Gr064- 1 r :f _ _( J.2725ac i(��'fh\ i SCILLik fs PI3R,RfI'G3ik;StY3•.A 55482 � I j 11056 f IM1 --: �J saa f < I-- C �Q z 122 ` n .nac 1 �• A-g hoc 1 t =o ` I._ _ _-!I L l t i 56 i- m 103 72 72 eo rv, 1 f n t h 1 _.. 2A 1`f t6a i -- Le t des-- c er .IE on,m1r l-r C7 �! Q �� sa I - 1 /Y I_.: L1.1 al w ' 1 I- -- --J ,F57sF '� cO ?he Nc-h.es ,o >r r t, butte st . Cu-ter r Se- lon 36 ui 'G„Y.6s' �+ U 2£2:a 1 , E, 'If 2 C:.409c.. 1 (.. .1 '2sf r` I .,.,...- _ I� - 1 L2/,^luc V •�"�i '�" Tcvershlp 29 North Rang �1 West, Yk.sh.ingtor, ount.�, I9nnesota, i.p �-- C..1/C2.1,: 0%"04ac (� 1 lying southerly of he foloyi dEa"YI d 'Line X Lid.! 15-- �....� L I� _ i6. - 94• , : '- I 1 l 1� 5 r �, -� -- .,aal,;ncE a:: , I �S" t';"� Cor�rr e.e C,r•.0 �t � t (�c.rEr ern -f d cr. �a n_r,ce J r-_- -_-_ -__ _ lurr Ea v yr _-r ^I .- I (� r a::th trJ .r J mr, ". seconds t. r rfl.-_n of _ o.tr5- i I OUTLQT C 'sear p Ur 3d ! f s rC r .I�.1 v hh 5, 6 I --- -=ar` L_...---"_ 1z3.,,--- 4 a :)ucr er o. he tetra f uJr er, o Est .e f ,J. fee, to the kvl , IN. �AItJfCn A\0 -- •.,? )I n 2�r n v� j `CaOayi 1 r: r. r ?3 south fine, of Noft 474.06 feet of said Nord^, t Quarter of the 1'77Ler 1 I '177"d 1 7i1..17'f E4.E.dt_Ni r"''� ~-}t C •30'<Jsf L_�. Iv\/, i.;F.5C3:Sc Ip.2702,1c 1 , U2702ucj c f "-- -''-t 4 [9A(6ac ✓olthwest Q•,ortsr' them+ a �t!r'lllt'a 'lf('ra said 4'Qst line, JCG:h VO 125 €52 16a 163 T""' i- l 1 t dsarec 02 minutes .4 ar crd toa h an c f 16115 fast to L' .. ` 1 _ � , , ;I , ,} t / /'" �•� ',=e o n o f b.3,nn r of t T e N r:h Oc dea ee 4-R -_-' -- i2 72 80 i , 6 _ A Tr mu e .ds at c 'e E c e"t North-1G3 ---, LL1 ! ; (r. ' '''� f ff4 ff c �% I i --.� r-.----; (� h 9W,Jst , :I m_{ ° v ..0 degrees t. m, '�4 seconds d_ ° dl :an 2 i'ft mot, ____ __ a 2.c6eac z2 P 15 IJ .,t Q ,t. 3. .^ r ___ _ 'I.r___ _ i t j_ ___1 r .____ _..7 1 `y. f �I j ( 0.25^ /``J Iv \ \ to ch -cr s w h I n f the N r:h 4 06 as fh .nce Nord S9 C f r a3r .= 1 8 _ 1 2s65uc ,l j 1! dear es 4F min07 s 29 _r,c Esa olcn4 said south line c C.2 ,.mo 1 1 I l I __ _ "' '1 r .`f \ w dls:c.rc, of 912 1a f .c tr ne. f.t Ilnoe of said No,h veet Qu 011Par g ry stars! l r r i25 --n N �l l Y y �:f vg ,....,...u., r 11J t , e.2099ao t r - &. �n 3f ;r,. Sou`hwe t C„t, ,er f .d Sire X''.(•ere rr^.n I• L w g _ ___ l`-� 12,C29s' i I j� L. ( �� r` .� , I t I py \` /f EYCE T. ,h.it __ ___-__.-. �t 02.62aC j I "0. I` '2i.5a f .l Ca so id -.Ci.'tWeS` (,:J U'f,`?Y r` t L ,._J,r.lY P,3t v` \' r _ "016G. ii£% :ICE/..:F 1, Quarto, kscp!b11d ,Js f•,ow 9: `. 11 .nna - 1i l 09?.S ac l n...?tac 1 D. . 'aV N /... t.0718ac o -I j._.._ -J! j- - I I h, Begin rry he su troe f corner of acid .orth+ t Quarter o` 'he \ L- -J L- _--i (_ �-- _ ._._ 1 -- -J >; qp 1 South c t Quarter; thence East along the -.1.:z linec said 0.2"J:...c � � T 3.3 72 72 80 t25 - 72 ' cI f EEJ It Notth, t guar er of ,"e S.uthwes`, 'ua ta, is 7 . of 56 Rods, I i 96067ef t� '~ r en Norio cl G he tra al h i e t. -f d 90 136 --�� 2.2C5aac V �` t•., �% ` t :n - - - Sn { D3 f Nor t�x st a , c JI n or tJ A STREET 8 V 0 n. i + er ' or, parallel 1 h th s I'r a said hl ar4haa t 264 - - 1 ,. C.L.. bJ Y^,. .� I ucj r the, Jth,nc t t u aI cr a 1 tame of tr red t said r st �Il //�� 'yy ry 1 !•`y to , 1 xUf ,� ?R i lln the a S u h low., said Fes,f r._a dis.ance of 1C7 r,,a.� to tF;o 1JU tLo®� E.J s ( point n ! 28 as / \` Nc r ^. / bee r, lr y. `� ( - -1 ----� - -z _--I F_ z__ -_ ^__z _.._ �__ rx _� ;_ 6�-71 _z' y6 31 S �M� T` Y - 13t.."sr t u.cz9saa it F ----- ,i F--- - 3 F- F------- i F- ----ii r------`--,I -------- i It/ .f (. r_2oP..ac J M TOTAL GROSS AREA 23.10 ACRES I iI I I� it .I IN if If (� if 1( i� ,I �� 10 I 3 ;I „ I- t r $ =" E' TOTAL.LOT AREA 12.9s ACRES --- 14fi I 2-' i 1 ^2't,a£ 9 - 92'6s' ( I 9'e`C-s{ I( I 9216 f I ! 321E,U �i � s2;•t 1 a •.1�.ac r( - z„<, a.t?'s.'nc 021.o_ � G.2;ifirc 3.1t15oc f 0.2t'6. I o211s- ']2i,5ac •c...,._a. s I } I I �\ NUMBER OF LOTS 51 sc L__-__ �_ ---- __ 42 e 6;Eu7 LARGEST LOT --- 98,707 SQ. FT. - �- 72 72 72 72 72 �.' 103 ' ----- SMALLEST LOT 8,941 $0, FT. 1056 j AND _ AVERAGE LOT _ 11,094 SQ_ FT. .- On-Re EA n U 7ill7r EASEMEN- �- NUMBER OF OUTLOTS 4 j OU O _-_ �TOTAL T AREA TL 3.H4 ACRES DRAINAGE AND U71LlTY�yq�� E G N EASEMENTS ARE SHOWN THUS: I TOTAL RIGHT OF WAY AREA � 6.27 ACRES GROSS DENSITY(EXCLUDES OUTLOTS) 2.65 LOTS/ACRE es vote 1 a I NET DENSITY(EXCLUDES OUTLOTS &R/W) 3.93 LOTS/ACRE g EXISTING ZONING ; RT t---- - _�.v._ .-�__ ....... ---- r e ,r..g .a y J PROPOSED ZONING l DR o r I rt/and R Jt7 lire being 5 fear In t^nditt: and adjoining c I!ct Imes O��ES AVAILABLE of t.ids p >he.'r 60 30 0 'U I h unless o h r Ista indicated. and 10 Pet r width and o;i;,rl. -ee' Imes and rear lot I'nas PMNEj -- a unless u. erwise indicated on e ate- Scale n ,eat us 16SIIG4s1 I)14 Sh D cat it h�ttl pl pureCDy tLevit.iom ry�rT 8 AT�pY® r HUNTERS � �� i 29 l4 �4,:2 Eat JPC`.e D o n•.e d P r I,hat I N',ma - fLm fi f Fax M1Nt.)4R$ hSendotu Hea,lxti,11:,<55120 am it ly L dR f iS ar txr J.HD'-4n Orni S.I\ LLIYA,AI,V L'bA\1 A Lt`s.1 Sai1'iV.Plnnr.eteny,`.;o£13 wrl r.h...)ays at ilx.ktae of\1ma:4t Ae(,,.No 4Ju IlaM dt73/t4 S9�)R"�Ar`R�>•I IIRIVE ,} <�F y(7 IxnAn mdg EDf.R PRACRtE,43I2+�+.ESOTA 55344 LAKE L^L,itO,bti1NE5(7FA , �>2ot4 eanenr rr,�t,»�dn�,a.t. } ; zoo � - f14'- R2c�j 10 BIT�UM 0 r� � � Ir 1 -� t _- _53N S EETr=NORTH OUTLOT e I ( ORMWATER BAST ST N'�, o zoo g2 ~ :rya fl a 46 ic l '(� OUTLOT A I: : i -- I - LL— J o l ,,...j- , I - j , - C L€ u----- -- ) J T 4 IRON FILING r.l �..� . I \ l�- SAND DIETER �i i -_.. _- -_. :.a.. �.i -tee �. r _ C•' Z� "��''j - y w xr a L--._.-- .' rf'_/ /' __`—m - £ z+rAET !-1 co o ao -,.wc �:. ;`� X ,,r�''� i ` \` �•.� ' STR �.. T 2 ✓`! !�f a �e I_ "'t ; l: () +I R60 t ti f I MODEL ( i[ 1� g / P'•. XAw `�., CK a , ( I QRfW i 1,W I 'x -- L . )L -T UQ IU 1012 60' t ,J 3[; IN r TEMPO OUTLOT CA SIN12 7 ,f . STORMWATER B54 12 L - L `RQW ERON FILING ------. ----- SAND FILTE RARY-ACCESS 3 ` _ I J ' .� 5 �� — 11 k 6 -----•�. �.�._.�_ ;.A< `__.. I �' 6' CONCRETE I I SIDEWA_K �"�I - a._¢, i I ,. -..•\ L --- -- �_ J ----- - -- --' r = - ------- — ��. w r 12 1 � --- it t 6 r / E „ __--___ _ __ _ _ _ ___-_ __ -_--___ I - - fi -- 1 5 ' -41 I- - --- _ �_ } i -r-ILr -- # G; 17 1 O i i 7 14 i 13 Liry y 72,0 ,} ` ! ) • 8Ya B ITUMINOUS eo.c 1 r.n TRAIL I _I: I -------` -- _.-: Q,f `� 1 OUTLOT c STREET _. = _ E I f b L' c i 1 u c 1 as 4 / I li I CO 19 = I i I t SIDEWALK I 1 1 1 I I I I I�I � I I ' 7 '�i Ei;i � 1O ? I i `� !II 4 � 6 � � A a 2c- so u>{ E ---- ----L APHIC SCALE FE ET a MN/D07 8282 AG PMNEne -r ELEV 943.87 (1983 datum) 13YRFN31rCFRb I_. .::'kNS I.�tb bUkvCl�cV�l >S!;.rPE ikC,iitT4"1A Y�jrT p R,J-y TT��y�qg :{' FNC-F:7FQ.i-SIWET-SITF. 65t b$2't9C4 Ihesxt+y cerU)1! h'{� %..Yxepsxd fry Rtiw..att:x RYL IND[[.OtV�E� ^4z Fnrer S<n,tt'e r > n arz:h.al N na ..�'td p r pqy �7{g {yy h R N'TERS CROSSING Y3em.o:d E3E-touts,�'S'v�J(70 �h la1-9�88 em�o�luirL tSM anal Fjo,veer p El.(',t�Prre I)esi 1 PJffKA1V IREL�LVALI�I�RY.TiL L:,E Lt'l.ltl W'n U tp W'tti' .[llo{ii�"Cn."�.COER unT;r[he lsux of t)ce Stnte of h7,mesaa R,g)✓ 193tiq ?5913\'�C RR1d 1}kISE' F' ,tq _ ihl� as^35_ola Dmwn K�W/�A HI2F',V PR.ASRIf;�;�Tl\;vE.SQ't a55:3.1A S-'\'K$Ft'vf0,?vlltitiPitif7TA n atu.+I�,o�r I:[,k eeerin�,W.n, z 1 INV:928.17 19 31' 15" RCP 0 0,50% CB-331 w i 1 62 15" RCP 0 0.28% 1 Ex__mH_L-_--j 100' 15" RCP 0,90% 0� I+- I'� INV I - RIM:928�76 i�p RIM:931.ac) E,(--NH-2-5 CBMH-315 Z INV:924.26 I N V`<;2 1.26 RIM-931 66 312 IN�.926'05 RIM:931 02 11 V:9C)4 9 QMH < 21' 15' RCP @ 1A0% RIK92&96 INV:925�90, J. -EX, 215' 2A E X-M H_-1 E - 24" 0 C, 21v 39' 12" RCP 0 0,50% INVi923.74 F X--I,j fH�-4 G :2i INV,925.00 INV;901.60/ ............ RIM-92 7-8 117' 18" RCP 0 0,85% ----------------........... 2�1 LLJ RIM-927 94 if RCP a 09 INV:922.75 < 0,9 -915.5 157' 18" RGP 0 1 35% 24 r5l % -EX 6A, R 1,11:934 2,ES INV:915.50 ----------- -- ---- 8" if kL52 Ft N V:9 0 _3 39' 15" POP 0 0.357 !TOUTLOT B -402 CUMH STORMWATER R I N V::9'2 9''0 IM BASIN 1NP 28' - 12' RCP 0 0.45% 40' 15"Rcl, RIM:925.84 C_BMH-403 @ 0 INV:915.70 it RIM:932.02 -INV:926�50 - ! t s; INV:928.69 --t-RIM:929.47 If 3 INV.923 6b 72' 12' RIM:928.. INV-,924,, RIM,919 00 RCP 0(0 5,U%. 77' 24' G 2,06% 1- 23, INV:912.00 3 A 27' 15' RCP RIM: EX,-F E 173- INV:92 �33: 96" 15), R -�225'- 8" PVC @ 0.40% 51* 12" RCP 0 1.00% E_X=FEE.-A, INV:�927.410 1 22,_/ ,ig . CBMH 165' 15" RCP 00. CB-302 INV:915,50 Kim,�J�&tl� 8" PVC 0 RIM:929.47 501�V RIM:925,84 I-IJ INV:925.64 INV.,923.86 121' 8" 01.24% 15" RCP 0 0�50%-jj 1 RIM:933,63 76' 15" RCP 0 0.35% 44* 4 INWUZD.�z 'o I RIM:934.69 RUM N 78' 8" PVC 0 0,40% -351 L i 1.11.1 /1 ��l NV:922.96 926 L CBMH 77' - 8" PVC 0 3 40% MH-22 RIM:921.12 9' - 15" RCP 0 2.93% �l 6 INV:915.77-EX-MH-2�Z RIM:929.24 160' 15 U, Zp U_)l 7� MH-12 1)2`.0,0 RIM:936�73 203.81 '3 INV:925�66 4 6 '2n' 27" RCP 0 0.5Wt 017 INN i -------------- +�IRON FILING SAND FILT ST ET B� RAIN Tl(�w ER 112'-41 PERFORATED DRAINTI -9 0..50%- INV:922.03 OMB--l-D-7 29' 12" RCP 0 1�00% I�l 2 1 1 12" RCP 00.50% INV.929.46 1 , i INV:921.39 IM'933.63 •• 93' 8` PVC 00.40% M INV:924,48 o.r,07 € II28' 12" RCP @ 0.-, RIM� 1,12 RIM:936,43 i 15' RCP @ 2,20% 9 1 N V::: I I INV-92134 RIM:931,24 I 1 9 588.62 ' 15" RCP 0 3,10% it I II r 77' - 8' PVC 0 2.12% 54' 27" RCP 0 1,00% INV:913.75 RIM:938.16 MH INV:933.66 if 170' PVC 0 0.407�f��IM�� ME-_Lm j .�98.8�4- RIM:927,71 ------------- 3 RIM:938. 1 INV 921,0 INV:916�23 7, 102' 27" RCP 0 I..Oo% INV.9.33,25 1 4 -MH-13 2 3 RIM:938.88 CBMH-102 IRON FILING SAND F_j L_ _j L INV: FILTER OUTLOT C 927�38 -4" PERFORATED DRAINTILE MH-2 6/ 207' 7---I RIM:929.79 INV:919�98 I F T F �17 EX_ 30-C 24' 0,1�7-r a 54� 36' RCP 0 0�25%- 21'RCP 0 0.567 66* _j .0 FES-100 RIM:92&85 4 12 5 INV:916�62, INV:915�00 INV:921.32 RIM,921 06 STORMWATER I j RIM:926.71 28' 15"RCP 0 1,10% 1 BASIN 1 P L -INV:922.71 179' 15' PVC 0 0,52U-I CBMH-174 MH-101 8 1 7 RIM:928,85 FES-200 RIM:920,50 INV:921,37 -915.00 V 15" RCP 0 0,713%r-� 1 20' 1 1 1 - -n INV, -1.6, - 5" RCP a 1�70% MH- 141' - 18" RCP 0 1 25' 24" RCP 0 0.25% RMIM:92835 6 CBMH-1 73 - 15 il RIM:919.6 INV:921�68 0 -RIM:928,8 RIM:919.6 _mH INV:915.06 288 - 5" PVC a 0,40 -- 1Q, ------ I INV:920,89 R,I f 12 ------------ A 14 I RIM:921.25 -202 lo 9 1 1 8 7 1 . t y I m-- --------- I HIM:927.10 -IRON PILING SAND FILTER 285'-4*' PERFORATED DRAINTILE 6 1 RIM: ... 115' - 15" RCP 0 1707 INV:93Z73 T__7 _42 71' - 8" PVC 1.37% ------- RIM;944.55 1 _ , RIM;927.57 i : 13 917,48 INV:933- RIM:932.69 RIN4,928 88 MH-31 '66 1 1 INV:927.74- INV:923 RIM:943.58 1 1 • INV:932.08 28' - 12" RCP @ O�70% L----------- �iN Ta 7 ------ STREET B If '7 -EX. 21--9' - 24' �!7 267,.o-,8' PVC 0 4�3G% If I, P5 50 .no ------ :18 OUTLOT D .................. GRAPHIC SCALE IN FEET PVC 0 0,40%78 8 F ............................ V INV.9U00 v RIM:92&82' MH-33 INV 5 0=2_11 INV:917,07 I CS RIM:�32,01 9 IM:92839 /y I INV:924.29 INV:913.00 RIM; 6 INV:915j R IN 28.19 F 8" Of CI 52 0 4.30%20' INV:915,00 IM:919�31- R CB-253 NV:915,43 -43 15 RCP 0.00% _915.0 RIM:922.92 RIM,931.88 "INV:'927:88 INV:91 ......... 53' 15- RCP -4.69% 9 lo RCP CLO.307 12111 L _j L 7 14F- ELL-M f!--1 5' 8 15" RCP - 216 12 RCP @ 4.)6�1 15' RCP 0 2.05% ?7 168, ... .... .... RM4:91 .2 M6 ... ................. ................ PROPOSED DEVELOPMENT EtJA5jNG PMNMASS GRADING TO BE PERFORMED IN ONE PHASE,EERenenemng UTILM AND STREET PERFORMED IN TWO CONSTRUCW6N TO BE PHASES. NTFRS CROSSING 5 OF 18 29' 15" RCP 0 1.71% it CS-4 Z INV:928,00 INV:926.50 IRON FILING SAND FILTER p- PERFORATED DRAWILE _74- 8' - 12- RCP 0-10.50% -4 STORMWATER J 1 INV,924.00 BASIN 4P F S- 1 '928,0 NV, 0 407 928.0 Z 1 RIM:931.95- INV -,I H- 2 31* 15" RCP 0 O�50% CB-331 62' 15' RCP 0 0.28% r-100' 15" RCP @ O�90% `Pik4:936.66 EX-m-H-3-1" -1 4-, RIM:931.80 I-V -2 RIM:928.76 Z b_ 8 INV:924.26 Ld INV:921,26 RIM-931 66 CBMH-31 PNI:93,508 > .................... INV:926.05 RIM,931.02 W.904 94 CBMH-312 21' 15" RCP 0 1.10% ------------ ---I < :925.9q RIM,928.96 -EK 0.12% 2 QBM H_-_31 3 '15' - 24" 39' 12" RGP 0 0,50% INV,923.74 -EX-MH-2-4 4-RIM:92 .97 -RiM 9-12 91 0 .......... ........... 24'* - ----- Ni!MV:990247 INV: . 117' 18tRCP @ 0,85% w12 DIP 'i RIM:927.94 21' y. RCP LA r- 12 106* INV,922.75 019-- 157' 18" RCP 0 1�3/5% -915.5 -------- --- FEa=3DO INV!91550 III k152 11 V.9 \-39' - 15" RCP @ 0.35% 5 -9�L OUTLOT B 29 STORMWATER RIM:932,59 2L RIM:928.90 N BASIN INP NV;928�31 IN' I 14 i 1 1, V:924,90� H "A In 12" RCP (9 0,45% CaME-N-1 28* RIM:931.13 40 - 15" RCP @ O. 07 RIM:925.84 mmE__4u INV-.926 50 RIM:932.02 CBMH-121 I I :,INV:915.70 7T INVf928_69 RIM:929.47 1 fit -8 72' - 12" RCP 0 O. % 13 1 INV:9 RIM:92 59 3B 2 INV:92 INV:912�00 4,09/ [it -,�INV;915�66, 2 4" (P 7 RJM:92-9.9 3 EX� 7� 2, EX,_FF5=.A.-7 - ------FFS- INV,9 -.33: 96' - 15 RCP @ O.50%- -L225* 8" PVC 0 0,40% AV 27' - 15" RCP a 24 51' - 12" RCP RIM,929 64 64 8" PVC 0 1 20% 15" RCP 0 0.507. INV.915.50 �I �t RIM:929.47 RIM 13 PVC 01.2 21' 92584 RIM: INV:9 t4 INV:923,86 1 4% ,// ,,R 44' - I -IM'933 63 1 INV.921.34 76' - 15" RCP 0 O�35% MH-21 ---M-H-4 30.041 F M*9 T ........... M-1 14 M RIM:934.6� 1.26 _15,34 RIM:93' IW922_9t _j 8' PVC 0 0.40% cama-ML INV." 77' - 8' PVC 0 3 40% -RIM:921.12 , 15,69 W 915.77-,Ea:__�-2-2 Rl Z INV:915,75 RIM:9: rtff�t�_Ij 1W 92 NV '2 n' - 27' RCP 0 0.50% 27' RCP 0-CT50% IRON ET B: STMH-105 FILING SAND FILTER MH-108 - RIM,930.87; ZY 1112'-4'! PERFORATED DRAIN 5' - 15 RCP,00,50% -92203 4 1:934.39 INV I' f 29' - 12" 1.06% RIM:929. 51 G t,929,45 '93 RIM:92112 2 IN it ! STMH-101� PVC 00.40% p 28' - 12" RCP 00.75% 65' - 27" RCI '�RIM 933B,,,L a N% INV;916.62 15" PC 0 WH-1 9 RIM:931.24 15" RCP 46 1A 58' 0 3.10% 4 IM:927.71 L---------- RIM:938.16 INV;916.23',, I INV,933,25 77 102' - 27" RCP 0 .O.� F 54' - 27" RCP 0 1,00% INV:91175 QQMH-IQ RIM:938.16 _77' 8" PVC 0 2.12% 1 170' - 8' V INV:933,66 mmjj-1 I_Q RIM:928.8 R 4 MH-13 I 2 3 L ........ i �RIM:938�BE L • OUTLOT C ..... .j IRON FILING SAND FILTER RIM:92732 6// INV-927.38 _0 207*-4" PERFORATED DRAINI _mh__Z t'r ------------- ------------------1 -:4- RIM:929.79 IX. 3041' 24" 0 0,';2%----7l 2 N D A t) 1, C 54' 36" RCP @ 0.25%914.52 66' - 21" RCP 0 0 567-\ __j 7 -DRAIN-�ALE--- FES-100 4 CaMd- 71 8 12 5 1 INV:915.00 77 -77 I,II ; RIM:921.06--i STORMWATER 28 PROPOSED DEVELOPMENT PHASING MASS GRADING TO BE PERFORMED IN ONE PHASE. UTILITY AND STREET CONSTRUCTION TO BE PMNEE,Rer�oneeiing PERFORMED IN TWO PHASES. GRAPHIC SCALE IN FEET i ON 11 W-PNO4 13 illl�SWETAITIL 242'& priDm� (651)681-11 ilm,".P�qf by Wnd.t.Heiglim,MN 55120 F;.:68 1- RYL AND HOMES FIUNTERS sINCT 7599 MNAGRAM DRIVE ad,zly U-I'td PRELIMINARY UTILITY OP hh,,sia-"li-i, Rq,Nz, ET)rl,',N PRAIRIE, LAKE'FU,10�MINNESOTA 6 RA, y e F _ I r� IT—Wxi6 14 k{ _ i. :.. k .mess , e�^3ii ma — __ � 5TN S -- -r , r - � B( l \\STpRMWATER 41 y , �j 0UTL4T Lj tF 4 ( _ { — S � - v- _ ! _ . l% I dU,1L0T C' i i STflRMWATEH II , 51 ..... ,... - r n _.P*=.. -'• i ---., ,,. 111 7� I l „ i ! i ;, JR al IJ a {{ I _- .>._. 4,, + y _ � E I , ,. `33.,^..:. 32`i �G S R ? ! ( ......a , .:. �• !I .:..,, �, � t. ..;... �9 ':. R � '. R: � ::. R � _.; R ,� 1 �.. _ LC LO .,.�.,>� � { f' ,.5«. ..«.m.mm. Wso mmo� .e.ma.o ea.ammmm.m eo , m. .m.m..me.o r t\X/ I }i j. > „ s > , i i \» a(I 80 sn I .:c a , GRAPHIC SCALE IN FEET PMNEEReneneeiing Ci ti E/,k<KYPs i.i'i)Vi h.'.'[MS �.,U54k%EY<'.u.S LiM1IJS(,vPE.vFt.,iP A.�-- (S57)481-F91a IPo:�ry cerkSth ttE''p az(npve<Eiry fter;,vy;r >i7 4 YIfC 3 ISC.I)tIYE N:'�nc Dale (YL�:4'!119 on.rMt grkl ---- I PRELII ITI3�RY RYL�IvD HOMES I:Il1NTERS CROSSING 6 a tint 9=4A3 ° r w C{w.,n n�: t ?S)1 i�1GRAil4 PRIG ) OP 18 hien,3uYs(ie�iglFts,A9_N 55(24 un Admyu Ep .' ale�r,�,• Pr,'KAW v,c pionex ren��.cnln a�uwr mslav,oP Oa Sumsof hiimesaa R.t'v t95rxi paio Fu e.aOtA CI IZ..%�DI �-7 I�I,,� hiJF':V NR.aII�1t.,:tl1 Nk:1+71.a 553v4 'IAKEEU.MO,NIINNI.,CTA- - rnn,w, xma'rne ',. �'2C3id P;wwtc 6e�zzeedug,7??s. - '',, TS PROPOSED DEVELOPMENT PHASNG SETBACK REQUIREM N MASS GRADING TO B�-'PERFORNffl) IN ONE PHASE. LDR STANDARDS: UTILITY AND STREET CONSTRUCTION TO BE FRONT SETBACK; 25' PERFORMED IN/TWO PHASES. . ...... REAR YARD SETBACK: 20' I . ............. Sli6E SETBACK: 10' LIVING SPACE, 5' GARAGE CORNER SIDE SETBACK: 15' MINIMUM LOT WIDTH: 60' MINIMUM LOT AREA: 8,000 SF MAXIMUM BUILDING COVERAGE: 40% V GRAPHIC SCALE IN FEET ES-4A CS-4, RIM:929.38 1 14 926: �j N14 926:50,- I INV,924,00 BASIN 4P OUTLET=928.31, 6" ORIFICE e'; SAND FILTER ELEV. 928,0 f 1'.: SAND FILTER AREA: 505 Sr W -FT ET VOL-0.344 AC 52 928.0 STOR, VOL.=0,421 AC*FT Al .......... RIM*9S1.02 T' -313 if�)t qZ5,9 COMH hdH_ RIM:928,76 R 9 INV:125.00, ........... N M: 35% ',JNY'1�28.175TH-,STREEI 0 T V�' 23.74 ol ....... RIM,928 59' 926 $3 2E 121 ffieIM:927,9 INV'.922.7 8 3103 r A 9f6 RIM'928A0— ANV:924,90 n 934---P. \j 2 CB-162 35.0 1 V,92�� RIM:929.64 4 INV:925.64 LF=27/0 92 hl BASIN 601P 15"dO.50: OR. UTLET=932.1, 10' WEIR HWl-=93Z58 OUTLOT A j;if WET VOL,=NA AC-FT STOR, VOL.=,057 AC�FT R 310.5 A-1 SAND FILTER ELEV. :! I __ - ems._ . ' _ /".J o t• ,5 h SAND FILTER AREA: 2Q5 5F,I ............. '§F A 24 1-104 X 29 33 1 716 F r\ MODEL p; if LF=29,0 LF=27.O /11�42V�5// 2 71 i/.3 35.0 345 4 Y 406 4 OIUTLOT' 'w. ES-100 IV:915,00 V 26O INV�'915.00 --T If -21 T 22.0 IM- R *NEE Pi n LF-22-9N 915.06, W !!i W,p=4 L�' (651)68 1�1914 1h PRELE. INARY GRAE RYLAND HOMES wxkr Ace fa�,�of tIre same of 2422 Eme,prise Dn- F 68to' i kl-dw'u I J,ights,MN 55120 ad.ly lk—d P.4�r"i."F—i—, HUNTERS CROSSD px 7599 ANAGRAM DRIVE 1 8 - ft,N.. mw N PRAIRIE,NUNNESCyl'A 153 LAKE P',LMO,1'111\'11'�SOTA DRAINAGE PLAN RDE _ -- � < _ „__ ., :..' �,, •,., ,, i ,4 SETBACK ftEOUiREME T T PHAS)Nf h LDR STANDARDS: E PERFORMED'-IN ONE PHASE. FRONT SETBACK: 25' PROPOSED D"VELOFM 10 REAR YARD SETBACK: 2W i- MASS GRADING TO 8E ---. ' - - ND THE CONSTRUCTION", PERF RMED IN TWO.PHASES.•-7 O SIDE SETBACK: 10'LIVING SPACE, 5' GARAGE -. f --- - ` CORNER SIDE SETBACK: 15' . --' -'�.•'� i r=A �? MINIMUM LOT WIDTH: 60' MINIMUM LGT AREA: 8,004 SF MAXIMUM BUILDING COVERAGE: 40% f l I \ < z t - , a e - s , , ' \ F 1 , y ` _ l a• a. - .e .>.•....15J?{:8$5;943° Cbt iH-3F3 CBMH-372 C. a'L 1 ,•'' -.............. _..._._.. ._.._._ — ....- ._...... _... "•, ....„ RIMZc929.97 RIM:928.76 .� 934 .•, ° RI M:928.96 •®„,• INV; 5.00 INV:924.26 -,. ,a.-5., ,• 93 CE-3z RtM:928.59' , _�_ ;_., .,-. ,. _._ .- CBMH-'iti • ' l R161:'93Y:85 RIM:927.94 ..,.. INV:922.75 1 0- 1 _�o 9 31.03 , r r — '-_ 926.5� ? s ro — - "---i• INV:912.00 93 y 2---__.;__.t. __93'93 - 2 31M:92 1 2 I i V:92 35.0 34.� LF=270` f' CBMH-123 I} f CBMH-12F 24.5 11 - F 83 V'$21.34 FES-350 I G,;t t -.'35•'Ot..'..,I€,._,..GI NV:924.3.343.d' i ?z....0..../F/1 J I 1 'e�a,-0`.,,6-'.�' ��\�\�w�.,\.,��\\.,\,\�\1;9\•D\o RIM:916.52 w: BASIN 3P ET=_9R OUT_ 15.5, 1_2.._" ORIFICE HWL=919AI - ,. ,�_�• 4 a- 33.0 ,WET VOl=1_762 AC-FT ..,. I 1. ♦ s STOR. VOLr2.707 AC-FT 1 1; 3? f .�\\. 'r' RIM 2 12... I —� ._•�____,.. ',,., ..:..-__ -,.....� ,..:.... .,.,_�-;..—.ems:.._ ..... ,y ., m,".�-. / ��-.. i O INIC•Y17�5 ... _, ,. ,. I Z�' ..,, .. ,. ..,. .. � . _ 27 RIM:929. RIM:928.84 N N :,J{ „„ I '• �..�.- .... Ln e o Q -- I MOt)El, _ r.., X ....� . LF-27.0 �f rJt j < '•. 3�'".. - _ _. e:, / �`i � ;r '•t.�,, `u' .� `' O �_� ... �� p INV:91636.62 1:0 , r. r. S t •x...--<.. .-. ,,,.,} �. '�,'^- cO.S t .,r. CT ..,II ^' :G.-;' 3i.5 ,. ,_ -..,:g':G • 4,,rye / �'\::..�.�-.:. { , LlJ `,. °i( RtRA28S J .._.BASIN 7FA OUT ET=915.56, 6" ORIFICE _. LF=23.5 J. 230 `� '.INV.915,dd y-\ L.F"' , '� SAND FILTER ELEV., 915.0 - -- SAND FILTER AREA: 4.602 5:- I.RiM:921.D4. -�`- . \ tNV HWl=S1$.1 915.00 I- - -- — — Ni v '•r I 9i T e6 so 0 /� _..... w ,'-.. cap. I • �. I RIFF IVOL.=5.067 AC-FT "Y .......-. N ..-. N — 4 V-9TT31'-,EO r, t�:.,:• -,. -,. �- �-__ a 6 z.. 1� _ _ WET V 15" .709 _ S 0 �g-J'{��.1( T - \ GRAPHIC SCALE IN F-.:::`C OR. �Y11tC SRiY!k5 I, t Yl J<T-ks Id:L SVk•JEY'MiS i,. IllV:,ll,L`Ciin1 2 MENG-113105-$HEFT-ORAD 2422 aep ,Dm 16F5 i)GL1.y9'&8 nrxkrr,hna&tanw,odr r>e ec ra�te o'f Mimresaahu s I tR` 1 P l.f1'7:aw,e�_ w as 3a9_a- prawn fi,4w1-n"R ARYGAD DI Madaa f3egEts,MN 55120 P PRELIMI4 R5LA D HOMES 34 HUNTERS CROSS) DRAINAGE pLg ° 7599 ANAGRAM DRA E ISKti it;10,kltiNF,SU9A 9 OP 18 E PRAIRIT :IT1NNESO`I 1553,(;;2it L41'luxw•ee —mg,P..A, .G,.....__,--35.5 t z; ._ti' ,•'t"'`\_; - c;+' 't,__ - - , - 7- -I ,n - '1 -...32,5 i? ::: ..a . 1 ,:.?;<. �� „-"J ,c,r. - .. •,._ y_.,is•......__._ �: E h L.._ „�_ ry I, ,iy � a. ,i(f;G- _,3S \`\� \�... .. .`:� \\ '. ' t _ SAND FILTER ELE :�9 ± '- ...g ' ,xi .f r au -,,_ ,--•'-.i tNV: .4= � <....,I <I _�a SAND FILTER AREA, 2EI5 S ,� - �,.. ',:. 1, �` , :. <.:r _.. .... ,._.•cs - / _.---�+6"7;•.- -w-3 +24=.-- r....�__.-. _32t2_4- fA- } e _,� '� i - co ��? � / ,/ � •::, ;: 7 ; , ' I...--CE3MH-706 '��,..-: - 9t-� 1,�,CBMH-143!` 0./"" N 1 .\ �^-,� �.-• ,. `< �` -:" � ..�� m \,•,{.;-,1 r �, 1 .�,.r� ,,-,, �._,.,I. <a{.=. ftIM.93. FtIM:937.t9 ,:; -:v"t^"22 �.6 R1M:92s. RIM:928.84 `, r l N• t.a V:9 .., • , ::� -.! :'_ , "� ,, : I o •,. _ .4 t '3 . ':-I� ,!, G ,350,,;1 .-� ;� :a mt ii o.. �`� -=+ �'.t,. -4s9 , , � L. `'. I:, •, 'r INV. •-s :R, �9`46 R R I R 1' �l", z ff f ., `~. N f ' r :.. :{.-, ,;_ : i�35' , ,a .. .,,< '.� ;. ', � € :• a, ;(.__._!_......;, ;:S?1,. M:927.32 r:.../." _._r - �',, .' : f �.. � :i 4 2 ,. (• ;-..,,. I .I I ,. MgbEL �.i r� + w .�en 1.,-�.e, a s�.,• / ��1 , E ; , D LF-290 3 cn> �- I I 37,0 ; 36.0 , 35.Ct I 34,5 ,t ! 3q:� .6 r!-: � ,.".�cr� �^a� i( J �.'-• : : , i � � ,✓ "a=.- r.sE.::.. Y �\ ni I rG 3t.6� - �a.•0'/ s\ F.`'`/ ��t! 'ti....m- .. ll/•�'`. 47: ,. .. ... ..,. a- .-' : \ � ..... .'� ! 3• , ._..w _.. '-. "s m ,'�, i N{ i � „_i - 1• ,I l.aJ I 1. ...._ ,. � I i • .n: I-', I -n _..-o�` I � .,-^ ,;,, .,I c> m t;, -�' a L- ,\ �RI .92�5 \ � ' :I_'. ��_'®• I, I G+ p ;_ ..\ w i ! II .. RIM,�,gz8.8 � I I - - "--- - � �'i J..- ,.,a. \ +yf 5 .:INb'�921.8 r- ._. - .•\ ' '': " ; to•"' -___ \.. I sx .\, ,. _ w I i; g¢ _ ,< \y -•., ,.--.,., -a=� : i - - iu 29.9 s., I' ,.� _... LF=23.5 " 0 '.INV:91S.00 ..., _ F�23- �' E.O.F. 26.0 - --..,. „� .� � -_. --�•..... .... � '�.. _ ,,';'; 1....a. 1.=-.=-- -=-..;_:-.J `, -..1� - fa ---- i�o2 I� �'RI s28.e ,-�"w I I _171y5 °t« INV:975.00 P' --, E t : -_..- ,... �1 .. ,�r ssa,�:,..•v" ..._ •2'- -- ...-,.;- _-._..1-,a..'' ,p t -I - - "�$.-_ I,, I� i ...yez wt A��I t6.62 -,.�'� 'A L- - " - ---- r ,� ...-. .. ''. ....e'W -I',.. ; ,, `•_ -. rn:.{ .c.:.. - T/ � .,, t5 -70% _-.... . . +„ta':e T �•`Z3.T ''t -16 ..GV�- '. SihAH>241 7 ' ,p-.-6BMH-125_,. ;� .ti f ± en ...._".• � :i_... I ', I I �.I I I ro RIM.928.75 INV:921.66 G> ._.3Ft.t - rn , , r:.� - • : i. I..I. .oat _ s ) a. 40.5 35.5--.. 35.0 37.0 '-€ _ - 26.5 t l f \ _ LF=38.0 LK=36.0\ I I ``LF=32.5 -.. LF=29.0 3R-7`. �� «ffi.6 I LF=24.0 ! r E R i 46.0 .t,1 G l 44.0; G `', .0.5 I G 37,0 :� i =.-._ I I'� O 32.a'( � >,:..-_ - R(''s2 - s i 7 w ':�I .. t m I:, w 1�•'V 3i6 ,. � �: ' '. , � ..1 .n �9�\ .. •' -� ' �i Ei 31�.� �t �% INV:.&f+21.45 Cj-. I 'cj�NV.1927.174"y r 4 IM:92 R :., ;, ;\ .,, .• _ .-..4.-�y.f .. G..�' `, '- 'X�-. 1- _ - -- _ - t-- -� r-\- - l RIM:928.791 I QtJTLOT42.7$ ... 38, 4 - _.r....__.. 3.53� 3€.270 303 29.42 � lNV:924.29 -..., _ ,� �..f.- .-_,• -_._. ,...- �. t �.. f ': �i I � - >r ;�: 1c5 �32.ff .w, xl � tb I; � -" ! I.en ;xi eo Q ,t;, L l 33A.' INV:9/2.00 `•_... �... '• i• � P j�.. '. -, i art' / i R R I! > RZ =L�LO LF=32!O LF- LF-25.0 46.0 5 40 36 22$.5 1F-26.0 5 / -------9-2-9t5.a--•- ':. 4� .` `15'02.059` C9MH-251 "�il'� . RIM:931.88 t2 0'.G6� RI 922.92 fNV:915.00 INV--927.88/ INV:91&�a2 RIM:919,3i ,� ,, ,..,: .,....._,.. ,rr ;INV:975.43 " I „ t � .• a , > , a C �IPACK R�OSiIREMENTS LDR STANDARDS: FRONT SETBACK: 25• REAR YARD SETBACK: 20' SIDE SETBACK: 10' LIVING SPACE, 5' GARAGE CORNER SIDE SETBACK: 15' MINIMUM LOT WIDTH: 60' i 000 SF ' PROPOSED DEVELOP MAXIMUM BUILDING COVERAGE: 40% MENT PHASING MINIMUM LOT AREA: 8, � y-y� MASS GRADING TO BE PERFORMED IN ONE PHASE, GRAPHIC SCALE IN I.�.c:'I' UTILITY AND STREET CONSTRUCTION TO BE pp��----44dd ne PERFORMED IN TWO PHASES. sorer-cs,tB oe.r'vc-itsio;- cl ^_.{2-f.tt el (C 4F)b81€s14 �hxr.Gq:erti;S hkS. � ra'+- thy Aev:�ze�•s Baz Prt:&2gF4 1 t4.ti1,.A.�'i li Vl-i10 1 �I1..tLl.l1Y�t`1�i1 �i t��l't�A.A�1V{.�a3 TT ��jt hIY31,.>?a l3etgtlts,}�f:'4.5512f e Fh Ci51-94R8 u:n.,iuiy rn}.MP.£€a nal E'.int,arl N P. !.f`hc,n - �nq. d V d[ \S CROSSING OF , g Dart t PJr,•K.a1v -pfib�}��++TTh�i(//..��7(;';i�7}T e�Rp,� %'5s9 1'41URAA4 URfVf: to OF [)W60aLLn1.CCfF1 utulgr Aw l+u�ot 11ri 9kn¢oE M,mcaoox RSV 19&:dd buie_Oa..F'_ota L./Lt.l']11Yt1.4YA.:rkf-).iV nr•wn x,4M1Vinti hiJfd�,PR.M1.IhfH,tfl'N�'FiSO'1'A 5�44 1..^bKF,FI,MO,hI'f?:N}iSfYTA tj 2fli+Yiue:nnr Ecgin�'zring,P,A. LF=27 0 q LF=25.0 t I LF=26,0 CBMH-123 -RIM:929.90 I f RIM:916�52 INV:9 IN-23— PROPOSED DEVELOPmhhLL_tmA.�INa `IkJNV:: 24.33 BASIN 3P MASS GRADING TO BE PERFORMED IN ONE PHASE- R R T Rut UTILITY AN STRUCTION TO BE D STREET CON OUTLET=915.5, 12" OR1710E PERFORMED IN TWO,PHASES,, 4 H W!,=919,11 0 WET VOL,=1,762 AC�FT G� 35. G. 34.0 33 0 -151 -FT v LI CB STOR. VOL.=2.707 AD 2 L 0 RIM,921 12 IM 3 tb "EMN-103 RtMt 92 RIM:928,84 S'� ............. ------------ R LF=27.0 A 35. 0 qU,!LOT, C, it RI 5 BASIN IP \..... OUTLET=915.56, 6" ORIFICE Rm 915.0 N NV: 0 _F,2 AND FILTER -LEV. g;5 5 it SAND FILTER AREA: 4,602 SF 26.0 HWL=918.1 2� WET VOL. 6.468 AC*FT STOR, VOL-5,067 AC*FT 22n 919.63 wl rr 35,0 1 37.0 1 LFI=32-5 1F=29.0 26�5 SO 31 5 .......... 31. 0 T 1;8' d RIM:928.79 38 4 :924.29_ At L G 40,0 G 0 INV-.913.00• 36.511 G 34.0 G 33.01� Ill G 3��5 1 31.51 G� 31.� ................................. . R II R 1� I ... LO LO R LDR STANDARDS: FRONT SETBACK: 25' REAR YARD SETBACK: 20' —915.0 INV:913,00 q SIDE SETBACK: 10' U�`ING SPACE, 5' GARAGE 28,5 ...... .............. ...... ... ....... CORNER SIDE SETBACK: 15' 40.0 36.5 340 3 27.0, 26,Y 0 211, too MINIMUM LOT WIDTH: 60' �__i 10 MINIMUM LOT AREA: 8,000 SF 'DING COVERAGE 4G% MAXIMUM SUL J1RAPHIC SCALE IN FJ�E'�. ..... 15"02,05% "04.0 RIM 9229 -2.5 INV.915.00 RIM:931,88 12"04.0 �09H_ _1 RIM:919�31 INV:927.88 INV,91P192 . ..... 10' 20 5' 8*-6"--�-5'--] 10, 4L _Z% 1 ��7 1 BITUMINOUS TRAIL N WL r IRON ENHANCED SAND FILTER .......... �VARIES� 7_ 4" SAND FILTER 6' IRON/SAND FILTER MIX (5%IRON BY WEIGHT) E 4" SAND FILTER NONWOVEN FILTER FABRIC 4" WASHED COURSE FILTER AGGREGATE IN ONE 4" PERF. D.T.— 4" LINER EQNQ SECTION WITH IRON. -NUANCED-SAND FILTER PMNEE,Rengineering NTERS CROSSING OIL LAKE ELMO,MINN13SOTA LEGEND - - I PROTE CATCH S Si A e Nn T ST t8'T TCTI O&Tuu A— CATCH @A-HI,PROTECTON H TOBASIN GRAT`EEETk 1NTH CATCH SIS< - ,4,-` -..♦ - uwm>.aews PERAtEIER EROSiOR CONTROL FENCE BlSATLL—30 ST l9F CAW w. 4 1 0 0 xEAw bur ERasroN CCkTRC:.v-wCE. I- - as r ,.:: .. •' ,J`♦ HSATl BEI'ORE START OF MACHO 6o40Wo® S OC,DARV,pow.CONTROL FEFCE. TO BE INST�48 Hou AFlER GRA6WG. • ,• i is 1 7 ♦' /b "/ f uRooT CAT a SRo—c o,-6LARtHET.HSTALL A—m 7 aAn OF WA HIS fAIdALETiON OR BEFORE 5ST RAHFA41 E NT TVEi4 FEiML2Ek 18 1 8 0 SO`.SS PERAAf r }\ qpR , , ROCK 0 TRUbrwN wiR.wCE fr 1k, 4 - - HSATIL BFFOF-START OF GRADING STRAW E90 ROLLS IB I WSTAfl MIR.)DAYS OF'GRADING COmKEOOR OR ', f„ C• ra ', IIIt `V,J + _ ,..r./; - \- ISESORE M1ST RAINFALL EWAT WHICHEWR IS FIRST RGCIS B ,•O i',. I 5 :t l `�,/ f. p .._ WSTMI-YflTaH 7 ban b GRAM.C—Enan {Z�� 0 e. a'\ 1 y "• OR BEFORE tST RARA-L E T MICHEWR M RRST . y I •.i= K - si - - y ; c ,. :, ;_.,... -.., ",',..w.. ,;. ,� ,... , / .. .`,'' :.-- -' .` .. _`— .. :,:�- ``�� cc., .:.\ t '�,, ♦.yr. ... ", , ;E_ -;.` .' _. > R... .. .�.:� � _y-..� �• �\`''� �-`n... � \ ,., ,is , F ( gUTLQT A \t a r tp(r I IT .u ( A �� ' f , O ♦ \ � 71 - I t I,_. :•�, ia,It•- ,! .O `,.T,Y„ a,,i _ 1 ', t' ( t 4 ...7 ♦ a i - „ m7 t•v " i.., i 4 r - - : .r .• , 3 - r ,; � S.0 r.�. _,<.0 t S,iJJ -.. �45 � .I 1. � .1 ,,1. - . k - — - — , € ,> ,° ., � • 2 " 3:�.. : # F a .. ,. I ., ,; < y4 -,,. _.. <. g;,,r ... -I r, ; ,',. . � ♦ .. r'...f -. � s T: I f�t.. z+�.o ^<':3 t i > � � 9aSII('iR ,.I=. r _ 14 r t , i '.,, ... ♦ ,.,, o. t s 1Q `.:�1. 9 \. fir^-_CJ...,..` '� �W :.f. � ,/ ♦\`,� 1 I J� -. ,..I o .. .,. :: c - \ �... x.-,• 1. ''r:, __ ," ,_.__.r`._ tr' -(J' �\.r I 3 r. :. _ � r, i ': t i , i---,, ..♦ `,' t \\\ \ �,, tip, r x it it '+..� __ :__.. .____,. ✓ �`.• �. :-A I { �: . :., , ,p (:..__ �-_ _ I •--t9- t - t ,. K: � ., i,o 0 1%3 E3--- ��t - � 3•o I „' 7 t { , .. ♦ ,.�*, _._y_. t _'.. .. r• � " .� � _ �.� -��. w I I ` „ ♦„ r' � I `<, '. � , {,:c `'� ,, { �! f it R , t i -'- � a3,. eeae.ne o08' ' "- / ,•; '' �, "• oveeono 00 �♦ .,..� , ��, •: (., ?4. r tr:.�.. ( :R.U'' is 3G9: , 74- I j .•33 �" '� L G... 2E'�� 2G \T� �) -_ j x _f I I �t ,e s �. v. ♦ \ \ f> I y n an Nr, so _ _ .•;. ♦ , - A ', - / GRAPHIC SC \ ♦ nei n Clot E^.CLrttM1Rb' 1.s,'t Yla-1&4 I<�.bblp•,EtWS L�IT'.h6.iNCIffH,C11 \ - 'Y,F,•T6-11iifY-SHEtT.'"T�FMOS lU5#)(T$E I914 Iherr:try arut7 th tl"E •:�.pmp.m:,f Nv Rrv.srax.. Da,e Crl-C&'014 E� �/'T nT�r �y ,p q{�5v 24z Hn.C.pllSt`Dtn'e or r3mb^r A t t. 'sm«ml th.3C N:unc Ty r'� y('� /'��,T''T�'y rip qy �7 1 tL.^B14�Af�iV3,L:,3 T�t�[Seii�o..a l'Ie tE£LS,'i'i�i 5Ji2�r E x bB1-4--#8S` �T„3�w Lr. -a{Pm :vui Fm irarr P.iJ tMs Doi IuaE PSC1Krt LY EI\V�1iJ�'VViV Lt\.11i.F��tY INTERS CROSSING l vx }TtonzeeeaR.cesTs urufar,ite tasss or the as7rn oe bTvyresNn Reg 3n i45;'i Tune.&4_N."J,4 ?59*}A'v:SGi2AAd TJi�lt Ei 12 OP 18 rna..r, xnv`,nR hi>FY PKATh7E,3ASd:ivk:S91'955;�4 IAKP ts;znt•E t�;>rr�r Ea�;neoriox.P..a. "928 0- 2 (7 _ 100, 14' p Z �w T00 _ / Uzi > _ Y GRAPHIC SCALE IN FEET w ! 2` 5 THLjd -` Ot 1TL C}1 B 20 _NQR \• I 1 i \ 16 6, � I •� -V \ OUTLOT A \ \ ' ........... ....... z+aaT_........_. _ sT If , CURVE TABLE �0.: 3< { - j II 1 CURVE LE PC PT ._.....__. DELTA NGTH RADIUS TANGENT } R6a t �\Xy _. Ci 100148 116.76 667.00 58,53 2+37.58 3+5434 // C2 10.01'48" 116.76 667.00 58,53 5+24.21 6+40 97 _._......... <t 37'51'35" 440.74 667.00 228.75 7+21,98 17+62.72 C4 37-51'35" 440.74 667.00 228.75 12+14.44 1!L__ 5TH STREET NORTH q3: h. .":: O.. N.. .N. a:. 955 55 . .............................................................................................................:.............................:.........:...................:... .. PVI-STA:•1+00.00 PVI STAG:3+50.00 :. PVC ELEV.•:032,28 :: : :: :: :PVI.ELEv 936.78 g�J� : :VC::53.057: :.:. :.: ::LYC. 286 00- ... - :: .: : - _ ..:: --. .::.. ..: ...... ..................................................... . :.�: : .: 950 LOW PT.$TA;.0+78.57:. .. ...:. .:.:.:: ......�::HIGH PT: STA: 3+42'.63;... _. ._ ... _ _ ..._ .. __.. _. .. .. . .. .... :' .".'_. _ .. -._ .."--•'.. ...... ..... -.:... ....... ..... ....... ........: LOW PT ELEV: 932.76 o :. .o _. .. _.HIGH:PT EL:EV:935.46 . - o PVI STA,-10+00,00 ... ... .o m.: .. .. o o�.. PVI STA:-5+75:00: .. . . .. 8 . ..PVI ELEV: 932.'28 ::: .::: : .. .. : _ :. .:. :.. :... : .. : ..... 94 : + :N +M• 1 PVI K: >$7,50.D3 ..:.:.:"."m..... "`:• .. a M• .......:. K: 50.00 .. ......,"�".......4�. .:.........:............... .. ...............: .::.:::......... °J.• LVC:•150.00,.........::.:::.:::::::..:..:::.:::.:. .. �. .LVC:-150.00::. ......: -..... .. 4... .c� /.. .. .. .. ... .. .. .. .. .. _ .. .. .. ... ..... ....... ... > > o Yll 0. 'I -r.o•::: �...,(IIt(IIt(Ilts Wiz: .. .. ... ccr mcr. nrn `I. .. .. ........:..... : :.... .. 935...............9al5 =�V��......t...,..�.......�././. ...... .....1 ...---_.. ......r� .y .. .. .. ryz ..+...,:.r. :. :.. .f.,.v.�:.,;... .. ..... .. : .. .. .. :.. I .. .................�"... __,...I ......... .......' ....a\\.. .. -- .. .. ......... ...... .... S!>'J.O£........... ... ....... ................. ....... ....... .. ............... ....... .GRADE l' EXISTING!• .a I ao ' .�' .. 7i .. ii:. :... .. .: .....: -I�" _ .. .. . . .. .. .. ;vla:�;,�, .. .. .. ... . . ..... .. .. .. �. � I',.... 14. ... .. .. .. (I: .. .. .':GROUND : If .. .. ..:... :iY : -:1.Q0• :: :: :: : .: '.:: : : 930 :......... :.:..q:...:.........:.........:.......i.:.........:.........:.........:.........:..;......: p:...:.. ...... .. _ . . . 925925 . ... .......z ....-' ....... .. :h .. r o 92q,W o .. .. .. .. 24"a'VC, SD} .. .. ... .. .. .. :E,<. „io.' .. '�.I: .. .. .. .. .. .. ... .. - Irv. .. .. '{ .. .. ......... .. .. __ 91 ...............................................................................................................................................................::..........:.........:........:` :.......:......... ....... ................ ....... ............. -11. ...: l, 0+00 �gi--dv0+50 1+00 11-50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 54.50 6+00 6+50 11 7-4-00 7+50 8+00 8+50 ! 9+00 9+50 10.160 10+50 11+00 11+50 12+00 12+50 13+00 13+5p, 14+00 14+50 PMNE one ang no-nraa;f,lnss>•trnrsr�er:r ri i. .fxlZ:k6 �. t Pta+�stits �_q:DStik`JLYt,RY �'(�':> 641 58L(+S4 f4 IhzreUv cerriyht€ {d ri�x+:}.ru€bv ftec,n,xNis z4z n v.,,.< n�< n *x>_ea RYLAIBHC3it'IES NTERS �J CROSSING 06 O i1 n4o.0`r3GgIiCS,�'!�'.`��5Ii1 P a bT[9.:,43 ��o#u!y Lw A P. .. al En iraxr P W 1 Chxrr iksgnei PJ(`JKAN' aa wm pJe€teesenc com 9 t 5f 9 1'W 1E RA#I nRSV E ,„�nr,h<in.,n ot�m acne of tainJ,es«a Rey� iea�} G:ne_w >~,o�a_ rnawn xnm7ne hDP7i PR 1tR7h,YII�tiFS{Y€'A SS;C4 C 4TSE•.79€Mb,412NgE,tiOTA I. ............. ...................... ------------------ 8 2 F-.N 6. 1 av .................... L 7, RN 8 2 1, 6-10 .......... J WN.J, 5 Acc. -JRB GZJ,TER S"FLECT" GRANULAR R(0 9 13 11 12 N-RETE C!R(3 KSECI IN 7 A,',')GUTTER 5" BETE'NA--K NINOCT&-E,.2521 T,C.- E�IAL V'NDOT�PEC.3E49 2.3 TIlk/ 10N B-6 x 11qi) T �6e)T�,Pr M, 11EAPll U�Oilr-,E N11WE40,3118' 1ACK CCAT ---------- V-14DW 2,360 TPE V.11.3 FlITUMINCUS EASE I'A'M W3�,035a) ------------ --- ---8'CLA "ASE,IGE%GRU�,�HCD LIMES NE ,,W)OT il-8 2'SEUE,'T GRARU AIR F11 VNDOT 3149�2-� '5 APPREVE�D 'INCUJOES TEST ROL;W3 T 6 �AP 03 AND'IUEIC� ,E PRFPAkAT!CN`7 n?CAL SECTM -F—FJ,-A TYPICAL STREET HUM ................ X r .............. ........... IT h 5 CURVE TABLE Z, 7 4 17 j �i _ _. T CURVE DELTA LENGTH RADIUS TANGENT PC PT 58.05 300M 29.12 2+59.32 3+17-38 b C5 11+05'15 02 '02'541' 86.77 450.00 4152 3+17.38 t2L.15] 5 cc < 'T............... C6 11 t Ld 4 W 3 ul" 8 25 so 100 fir -4 GRAPHIC SCALE IN FEET It 3 T STREET A 950 ai PM STA: 2+3' 950 ........... ...... .........I...I...1.1 1 pmQq''I...:�**...m..:—....:.... .... .... .... ........ .................... .......... ........... ............... ................ -0+35M �,A•ELEV: 931.49 P\6 ELEV: 930.6�: K 50M: 1,6.67 PVI-STk 0+70.00 PWELEV.,.029.8,� LVC: 100.00 PVI STk 4+90.00 LVC: 50M P\A ELEV:.028.89 : HIGH PT. ST.A: 2+30.00 •K: I&67 K: 39,00 4�. LVC: MGM .945 :STA: 33 HIGH PT �31.24,,Low I T� ELEV 945 ...... LVC; 50.00 ......... ...... LG8 PT-E-LEV:-R;0,76� ......... ........................ : ,, 0 :, LOW T. s7k.Q+7&33 LOW PT. STA�,4+79��O— c ...... ......... Ll�T ELEV: �X6 + C)��LOW PT ELEV- 929.2G 0 + + 0 c� 940 +91 . .. .. . +6. 940 m . ......:... .....:m........ ........ ...... .. ...... ......... ........ > 3 to 935 Z:�—L Z: x w. 935 >>> zzz 930 930 PROPOSED .GRADE 925 925 ........... ........... ..................... ........ L VEXISTING .... UU? GROUND' 920 ........ ....... ......1'! 920 + 915 MNQ ......... ...... 915 ow ......... ww. 170'� 8" PVC �DR 35 "t- Fl= 225' 8- "c SDR 35 20' 8" PVC SDR 26- "07 m 3� 910 8' DIP CL52 0.407 91 0 .................................................. ........... ...... .................. ........ ......... ......... :-v... ........ -1+00 -0+50 110+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00' 7+5'0 PMNEEReneneeiing WOMM : 2422 tlC&m prki,Di iw qi5l)!)'N:It Mp-d li�, RYLAND HOMES far: am ihi,,1 4 of-, 18 —,diily,Lk.,i,4 PRELIMINARY STREET '1 1599 ANAGRAM DRIVE 14 of, 18 'DE\ — _. v 1s i 8 81 j-T j' I 6' _ I I! OUTLOT A f / - ---- -.. - -- 3 ..._..-. ... i zr i My �:w5.. .� If % r fy ,,,..�� CD w �'rn ``�\ 'Y• � II � � E t � -` ...s ., .. o - _ - - - - nAt UEAR i+W l STREET..B \a /i" T �.._._.__— �•r ��G: ua? y9:` S!`s;�+"'fiLK cE{; rY f cc..e-E hA r MNE07 S I 2,5 s, a,� GRaN�lr MAIE Al sr. . "EC.a'49`i.9A ON J --- — -- 1C..,.1 +` ' I + Fz3 ! `.a� ¢6 =t 5 { I !-1 INM 2360 0 TYPE u•V WEARNC .,..ue>..,W�.ME4e 5a; ^� i f• i - ': _ i 1 �I -�3'i AT t; j� t »l} L Rq s I E Tv w a e }ur R .:.... .._..._... ,....... .I r' jj/JJ(j// [ ) i (} I � a A VftE AT N BASS, )C.4(:F.U.H 4 LtF,;'.i.hE At,OJT i� Q f�d ! 12? E E T'fRA\jWi rL Ac.Q 7...,._> �+ ' I I —h Ex'SV rA`E Ilnr'I,LE TE Rat LIEv 2 \�\ 2. � '� ! AV,�SL.;,;I.AJE FttEPA€8/•.'IL'ti)S _ TYPICAL STREET SECTION -.._ - _...a i . .. �� TTpICAL SECTION(N.T.S.} y IT� 4 j II jj .... _. _ I � 1 2I. 10 1 CURVE ABLE <_ ,w. ,)._r T1�_�N, CURVE DELTA LENGTH RADIUS!TANGENT PC PT 4 12 5 _ ` ...._-,,,. r J 59'41'55" 135.59 130.13 74,67 -2+56.1 -1+20.5! 3 5 J _.__ _.--_, R 9000'00" 757.08 100,00 700.00 3+00.$8 4i 57.86 0 C8 . ,..IE,4IPCRARY ACCESS 3 11 818 ...... _ .__. I ' 3 d I r qjj GRAPHIC SCAIA: INT FE'E.T STREET B 4. - .m NIGH P7:STA::7+9b.38::..::.:::.....:::.:....::.:.....:.::....:.::.......::...:::::...:.:.......:::.:....::.:.....:.::.:..:.::......:::...:::::...:.........:: :. .............................:...................:.........:.........:.........:.........:... 955 HIGH.PT•ELEV: 944.56. ...... .. ... .. .. .. ..... .. .. ...... .. .. .. ... .. .. .. .. ..... ... ...... .. .. ..... ........................... PVI $TN.'.8+4U0 .. ..PVI ELEV: 945.86 Ki:30.77 :o LVC' 200.04. :: '.:a o .: :- :. PVI STA:•4+5fl:00 .-.: :PVI STA:.2t95:00 .. ..950 aw.EtEv':9s$,a4:. :::::.P.vI:44 Y:.934:19..:..:. : 950 .......+ .. a a rn o .. ..o K:.:83.33 .o ....�.. .. ... K>•75.00. .. .o ...... ..... ... LVC: 100.00 _ oo. ::: LVC::150,Ob .:Nj.(V4V - 6�i Obi tl'.,{,}) +.h MM.: :- :.N Nj �? -.:: .. EXISTING .. �ti... .. .. ... .. `r rn rn..:... .. .. .. ...: .. .. :: :: :: ::: : :: .: - :: .... .... .. ... 945 L:...:. �p _ . _.o... _ _ _ _ ......�:. .:... ........... '. ,m.�,ZK....... ..Nraj N. ..... to ... ....... ...... ....... ...... ....-.. ... ... ......... ... ....... ...... ....... ....... ....... ....... ....... ......... To .- 94-0 mom 935 :y (.� 'Q0 g_>> PROPOSED: �: :.:...... ....... ......:l:. zz GRADE d w w935 .. - .•.::: -L. .:;. .. .. .. .. 't:< .. .� .... .... - ...... ... .... ......... ...... r�i r�i-"o r� .r .................. .......-. ... ....... .................. ....... .:::. VC SDR.35...... ----;_:. ..... ... �.� -,�.,:..�: .: I :.. ,.. x . J ...0.1.37%.. : :. ....: .. ... - }.... E .. 1.00 q' 930 g�ZZ : 930 :-: :--, .... .. .... .. 8-PVC SD � .. .... .....,..... . . .... .... .__.... ...... .. .... ... .. ..... ........ ....... .. .. .. 1.80%::: :.: :: ..! :: �i... .. .. ill. .. .. -- 1 00 "" •� ... .. .. ' 925 _ .L{ ... 925 _ 920 — - 2si _ 01:20% I .. 8 PYC SCSR. 5 - __ a n 9;20� 93, 7W go 12J" 8" PVC SOR 358I VC SDR•�0.40%.3 915 3 :Q°I i s 8" RVC SDR 35 �:0.40% r� 915 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 9+50 1+00 0+50 -------- -1+00 -1+50 -2+00 -2+50 PISNEE,Re?�gineeiing s�-rna-:Etas�tlrccsrRem' c+nrcvm�-t3e� L.3.veMl_iaX�Rs ies�a:a•%m<x:a_ <K}(»l(raPe5;sa1za�e}e4braeXhatt cIrvc94o§1s4gn I1Rz r rt'ie—7ulYhhteI 7 ai Ni KP,a ay Nft.�8:n. !am R)23 fDn„eq f9 w-s.-A7a__ DDrv�tew-n rfirFa 2wNi-^A.t}Ri.t RqL n p DT Vp^I2rkn el pu •7 ve o'i i!hvI PRE S8INi\Y STnEE- T VY*pe \ CROSS]F1Mnuaa tet1ts,Lf455€2) U "cA Pm. F.'— �l n7TR \4AGRANDRlV G 15 5or- t O YI)A\PA€ 553d4 T,4K'ES 7:L310,41P:I1;SOTA CS)21144I'ioreax Llip em)g,PA, i ._....._. `- .... __. t 0 _. 63 a —� - - � �� _ f e° - __��•alp _ iP"DRARY ACCESS � �! 11 f .K,� t"•--,_ .. -- "'`7 —..�.. '�' ______ �-� 1 i €, _•, v f t'J 5 s - - ^3 _ X 0 t z .a,t>.,.,S 16 \ u B — -' +. � 1 "C'L tA...E LIE;Ow 12 .iE _U 15 �. k `;.. _. �! __. I�� _.__._.._._ _._. ._... �v �v, CONCNETEEU 1 "a, Y-v'tie SICEYCALK SECTION ,.__.,.. ... ..__.... ._.._. , 1.�T3 ._ __ ... / AND UTTEN c E Ja F u Doi 2C21 t , k. ............_. ._.. k 1"4" 'sf A ._AZ At icRiAl 4�:C:.E ?C..._..b 7.,3 j '— r ;� +t 9' {� F I ,3 .. ; \ f �-':�Y_xat�d'SECTIL:^i 10 Ts SP d,OT 231.0 f^ Lf\3'WA7 iW',COURSE(u•VWK4503,50) }1 fi _ i ! Wd O EC tY E t' }ut NC.5 SAS '!'N1136036€3j Z 1 3 1r ' .` a pEc as i. :,tiED L'yE,..a*1�1.'.�s..v":136 .• AP.ROVED UDO AC (INCLUDESOTESi ROLLINC I ~ 1' 6 �J i r r n.u) t f` - \� TYPICAL STR` T SECTION 1 g Ifi 1 na�aLcnoR cu.T.a> P9 ._ _.._ ..... ... ......... _ /T 41 �T g i CURVE DELTA LENGTH RADIUS RVE TABN ENT PC LE PT f .................. ._..... .W._. __ ... ,' ` r C9 90,00,00" 157.08 100.04 100.00 7+15.96 8+73.04 3 1 F \` 1 C10 45'00'00" 80.45 102.43 42.43 14+18.56 114+99,01 3 4 5 5 7 $ 9 10 � _.._ - - � _ GRAPHIC SCALE: IN FEET STREET B 6z. 6t.. : .OS.. 6x: .tr. _ Cn. 6t. Ems.. Or. 6t. .�. LJI. Os. 4s. 6t. m. :. ... 11 :.........:.........:.........:......... ...................:................... ......... ............955 ..: ELEV:',945.86 ....::. : :.-.: .... .. ... .. .. -' �PYI STA:-19+40.0Q Lvc. .... .... .....PVI.tLEV::93t.76 950 — --...: ..:: ::: .. ..�: .N4GH PT�S7A::7+95,38..: : Kt:42.11 :.. ..... : : :..: .... . ...... ................ ...................... . ..... ........... . . ...... . .Q MIGN:PT:ELEN,.944.58::::......o .::.:::...::........::: LVC: 160.00 .. 950 .. .... / ..:. .. IT q N^ fM ro m. b ia..... ...o ...... ..... ... o .. :. ... - ... .. .. .. .. EXISTING . .r gM : ),- .. MNN. .. .-v': .. .p .......... ... .. p q : -�lal a W" ... wt0. ....:........... ..:....:...:........:.:.:................ .. : : :: .. .: : : .. :. ::: : �:: .. .: .. 940 .�.:..... PROPOSED-. :. •-r,:'rn :.: .:::: :.: :::..:: .. :.: : -:.... .. .. 935 :� :�: 4 : GRADE : p �� ff .. sN.y u>cs Sri935 71' 930 :: .: :: :. .:::. ...:. ..-_. -:8" PVC:SDR 35, ^^,��,: .: %; _ : ...:.: _'y'oirnor'. ::: .. .: 930 .. .. .. :3".PVC:SDR:35 :: .. ..... ,nr 925 .. ................. ... .8" PVG•SDR. ....... ....:...a...... ....... •...... ,t 925 - 0 4:309.,.- ......:20' .. .. iL ..... ... ....... ........ : ..920 :::::::::......::.:::.:::..::..::.:::..::..::..:::.... n: ..::.::..... .. .. .. :. : ::: .: .: 920 .. .. ...... .. .. ..: H- ..... .... .. ... ... ..... ..... .... ..... ..... ... ... .. ...... ... .. ....... 00 915 _ _ _ _ _: _ : _ _ —. .......................................................................................................... .c al+net. SOR 39Ti .... .. -. .. .. .... .. .......g.. o.46a:3s.....—. .0.40 .... W::.:::::.....::....................:............. . 91 5 ................: 6+00 6+50 7+00 7-F50 8+00 8+50.-••.9+00•.•-•9+50.....1Q+00.,...10+50.....1t+fl0.....11-FSQ.... 12+00.....12-t-50.....13-E-00 13+5( �P4+OQ 14+54 15+00 �ltlE E\'QI.nTYIti I.:E�'!?YE,�:tiNi:HS ;a�D SUY,•:CY'lWl � _ U,('ilf lYi'la M14iN6-:13l M-SIiFET-SSRP.ET kiLJNTERS CROSSING "_12 bnsei ss�Dist, ( 1 N.. nme rt-xx->_nta &1en�ota HelotTts,?.tN�512t� C-a Gak9dR$ ��,im E In D .�e;„�+ P mt,f� txa:n i p7(77(Als p,°r re'° 'ptr �rik,�,A„"t;��ti, "I,kiu,�s«i, R w i�H�t PRk?LITVIIN 1RY STRRRT PLAN ss�a��cxAa��anc 16 or 18 _ lhi�3� ?-=!7�a 0rnwn KAR7AR L^L>Fti PR,alh1E,9IFNr`,SSQt A.S53h4 TAKE}ii,.MC)•AiT;4N1s501'A ?>}t•kPiwu<r£r�;e�rting,F.A, .. « ''.. G2_UNRG_5EQQELLQE, CONSTRUCTION ACTIVITY REQUIREMENTS 1. INSTALL ROCK CONSTRUCTION ENTRANCE 2, INSTALL PERIMETER SEDIMENT CONTROL DEVICES(SILT FENCE), A, EROSION PREVENTION PRACTICES Ft z 3. STRIP TOPSOIL,STOCKPILE AND STABILIZE IN BERM FOR FUTURE SPREADING, 4, piG TEMPORARY SEDIMENT BASIN, BASIN TO BE 1800 CF/ACRE OF AREA STRIPPED. CLEAN TEMP BASIN 1.THE CONTRACTOR SHALL IMPLEMENT CONSTRUCTION PHASING,VEGETATIVE BUFFER STRIPS.HORIZONTAL SLOPE ONCE 50%FULL GRADING,AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION.THE LOCATION OF AREAS NOT TO BE FINISHED GROUND ELEVATION 5. ALL SOILS WILL BE COMPACTED PER SPECIFICATIONS. DISNRBED MUST BE DEUNERIEO(EG.WITH FLAGS,STAKES.SIGNS,SILT FENCE.ETC,)ON THE DEVELOPMENT W in 3 v 6. MAINTAIN DRAINAGE DURING GRADING OPERATION TO TEMPORARY SEDIMENT BASIN. SITE BEFORE WORK BEGINS. PER PLAN 7. COMPLETE SITE GRADING PER PLAN. L"-, a Pa w 8. REINTAIN TOPSOIL MAINTAIN A MINIMUM A 4"DEPTH, 2,PERMANENT STABILIZATION MUST BE INITIATED Y PORTION WHENEVER ANY WILL NOT TES ACTIVITY HAS I PAD 15 '--JARIES i-VARIES- I -VARIES 9. MAINTAIN DRAINAGE TO TEMP SEDIMENT BASIN UNTIL NEXT PHASE BEGINS- PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION IF THE SITE AND WILL NOT RESUME FOR A PERIOD I TIT IFINISH;GRADE 10,STABILIZE DENUDED AREAS AND STOCKPILES WITHIN TIME FRAME LISTED IN EROSION PREVENTION PRACTICES EXCEEDING 7 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 7 CALENDAR DAYS AFTER I o € I THE CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED. 2,py, ( GARAGE ELEVATION PER PLAN GENERAL NOTES ! . 3,ALL EXPOSED SOIL AREA N MEN. S WITHIN CE FEET OF A SURFACE WATER IT ANY DAYS.TIER CONVEYANCE SYSTEM q z I E,OX 1. THE STORM WATER POLLUTION PREVENTION MANAGER SHALL BE A PERSON TRAINED,KNOWLEDGEABLE AND WHICH I5 CONNECTED TO A SURFACE WATER MUST BE STABILIZED WITHIN 7 DAYS.THESE AREAS INCLUDE PONDoJ3 "�" -'-- EXPEMENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS WHO WILL OVER SIDE SLOPES,EXPOSED SOIL AREAS WITH A POSITIVE SLOPE TO A CURB AND GUTTER SYSTEM,STORM SEWER \VIP:.' ''�� '+; �as TOPSOIL � � SEE THE IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION,INSPECTON AND MAINTENANCE 04-THE INLET,DRAINAGE DITCH,0R OTHER SYSTEM THAT DISCHARGES TO A SURFACE WATER. ! C >w R 3 / EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE AND DURING CONSTRUCTION, ; .,^::T- -::;:.;.,,:.,:-..:-;T-.T:*.,-:;:.: +•--z **-.;,�. -- 4.THE NORMAL WETTED PERIMETER OF ANY DRAINAGE DITCH MUST BE STABILIZED WITHIN 204 LINEAL FEET FROM 2 CONTRACTOR TO ADHERE TO ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY THE PROPERTY"EDGE.OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER(WITHIN 24 HOURS OF SUBGRADE GRADING GRADE W. N.P.D.E,S,PERMIT,INCLUDING THE REQUIREMENT TO MINIMIZE THE AREA DISTURBED BY GRADING AT ANY CONNECTING TO A SURFACE WATER). ! LOWEST OPENING j .- GIVEN TIME AND TO COMPLETE TURF RESTORATION WITHIN THE TIME REQUIRED BY THE PERMIT AFTER I ti TEMPORARY CEASING GRADING OR COMPLETION OF GRADING. S.PIPE OUTLETS MUST BE PROVIDED NTH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF 3. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION I5 IN PROGRESS. CONNECTION TO A SURFACE WATER. EGRESS PIT BASEMENT FLOOR SEE TYPICA;- B. 5E21MFN7 coN7ROH PRaCTI,CE� STREET SECTION 4, LIMP REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATEREl QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL 1.SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT ENTERING SURFACE WATERS,DITCHES AND SEDIMENT I RAMBLER PLANNING HANDBOOK, BASINS REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONQITIONS,IF DOWNY GRADE i SYSTEM IS OVERLOADED,ADDITIONAL UPGRADE PRACTICES MUST BE INSTALLED.AND THE SWPPP MUST BE 5. ALL EROSION AND SEDIMENT CONTROL FACILITIES(BMP'S)SHALL BE INSTALLED AND IN OPERATION PRIOR AMENDED.THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A i (TYPICAL SECTION NOT TO TO LAND ON ACTIVITIES,SOME EROSION CONTROLS SUCH AS CHECK DAMS AND TEMPORARY SILT GRADE OF 3:1 OR STEEPER,SLOPES MAY BE BROKEN NTH SILT FENCE,ROCK CHECK DAMS,COMPOST SNAKES, SCALE) PONDS MAY BE INSTALLED AS GRADING OCCURS IN THE SPECIFIC AREA.THEY SHALL BE MAINTAINED UNTIL OR OTHER APPROVED METHODS AND/OR AS SHOWN ON THE EROSION CONTROL PLAN. CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 2.SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON DOWNGRADE PERIMETERS BEFORE UPGRADE LAND 6. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE DISTURBING ACPATIES BEGIN. CONDITIONS.AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE,THE q y z PERMITTEE SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT 3.THE TIMING OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT TERM ACTIVITIES, d ¢< CONTROL ON THE SITE.DURING THE COURSE OF CONSTRUCTION,IT IS THE RESPONSIBILITY OF THE HOWEVER,THESE PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE PERMITTEE TO DD ARESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES ACTIVITY IS NOT COMPLETE. ---- - 6j' -- ----.---- 0- AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM I ;`j PAD REQUIREMENTS SHOWN ON THE PLANS THAT MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF 4.CONTRACTOR MUST PROTECT ALL STORM DRAIN INLETS BY APPROPRIATE SMP'S DURING CONSTRUCTION UNTIL old a WATER AND SOIL RESOURCES. ALL SOURCES NTH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED, 5.TEMPORARY STOCKPILES MUST HAVE SILT FENCE AROUND THE PERIMETER OF THE BASE OF THE STOCKPILE AND VARIES--�-�!^*--}0' - 40'------ --i-^ -- 25'-------- ----}5'-----«;-^-VARIES -VARIES-- --VARIES--'� 7, ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED:DO NOT OPERATE EQUIPMENT WITHIN THE CANNOT BE PLACED IN SURFACE WATERS,INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER FINISH GRADE DRIP LINE.ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. SYSTEMS,OR CONDUITS OR DITCHES. FINISH GRADE GARAGE ELEVATION PER PLAN 8. WHEREVER POSSIBLE,PRESERVE THE EXISTING TREES,GRASS AND OTHER VEGETATIVE COVER T4 HELP I GRADING GRADE FILTER RUNOFF. 6.CONTRACTOR MUST INSTALL TEMPORARY(OR PERMANENT)SEDIMENTATION BASINS WHERE TEN OR MORE ACRES OF DISTURBED S011.DRAIN TO A COMMON LOCATION AND/OR AS SHOWN ON THE EROSION CONTROL PLAN, LOWEST OPENING 3 TOPSOIL 9. OPERATE TRACK EQUIPMENT(DOZER)UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS,LEAVING j ;O A'' ;f1 a n� /"3 [ TRACK GROOVES PERPENDICULAR TO THE SLOPE.DO NOT BACK-BLADE.LEAVE A SURFACE ROUGH TO C. DEWATERINC ANp SURFACE DRAINAGE MINIMIZE EROSION. - 1.DEWATERING OR ANY TYPE OF SURFACE DRAINAGE THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE I o I I ti 10.TEMPORARY SEED SHALL BE DONE IN ACCORDANCE TO MNDOT 2575&3876. CONSISTING OF: WATER MUST BE DISCHARGED TO AN APPROVED SEDIMENT BASIN ON THE PROJECT SITE WHENEVER POSSIBLE Zip'/, � .�' u, SUBGRADE GRADING GRADE MN SEED MIX 22-111 040 LBS.PER ACRE OR APPROVED EQUAL. IF THE WATER CANNOT BE DISCHARGED TO A BASIN PRIOR TO ENTERING THE SURFACE WATER,IT MUST BE MTN, -t-�- - .•E` MULCH SHALL H tl BE MNDOT TYPE 3 W 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED TREATED WITH THE APPROPRIATE BMP'S SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE :: "'" LOWEST FLOOR PER PLAN IN PLACE OR APPROVED EQUAL,INSTALLED TO MINIMUM 90%COVERAGE OF THE SURFACE AREA RECEIVING WATER OR DOWNSTREAM LANDOWNERS.THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS DISTURBED. ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR,THE DISCHARGE MUST BE DISPERSED OVER NATURAL 1 1 TYPE 1 FERTILIZER,10-10-20 0 200 LB&PER ACRE ROCK RIP RAP,SAND BAGS,PLASTIC SHEETING,OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. `5�i BASEMENT FLOOR I SEE TYPICAL FINISHED GROUND ELEVATION STREET SECTION 10.PERMANENT TURF RESTORATION SHALL BE DONE IN ACCORDANCE WITH MNOOT 2575&3876. CONSISTING 2.ALL WATER FROM DEWATERING MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE PER PLAN _ OF: CONDITIONS,EROSION,OR INUNDATION OF WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETLAND, MN SEED MIX 25-121 AT 75 POUNDS PER ACRE, LOOKOUT MULCH SHALL BE MNDOT TYPE 3 0 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED D. INSPECTIONS AND MAINTENANCE IN PLACE OR APPROVED EQUAL,INSTALLED TO MINIMUM 907 COVERAGE OF THE SURFACE AREA (TYPICAL SECTION NOT TO DISTURBEDNULCH AT 90%COVERAGE WITH DISC ANCHOR, 1,THE CONTRACTOR MUST APPOINT SOMEONE TO INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN DAYS TYPE 3 fER 11LIZER,22-5-10 80"AA 0 350 LEE PER ACRE, DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT OF GREATER THAN 0.5 INCHES '.. IN 24 HOURS.ALL INSPECTIONS MUST BE RECORDED IN WRITING AND RETAINED PER M,P.C,A.N,P.D.€.5, 11. SLOPES AT 3:1 OR STEEPER,AND/OR WHERE INDICATED ON THE PLANS SHALL BE SEEDED AND HAVE AN REQUIREMENTS.(NOTE: LOCAL JURISDICTION MAY REQUIRE A MORE FREQUENT INTERVAL OF INSPECTION,) EROSION CONTROL BLANKET TYPE 3 INSTALLED OR MAY BE HYDROSEEDED WITH TACKIRER MULCH. Ia Y 2.ALL NONFUNCTIONAL BMPS MUST BE REPAIRED,REPLACED OR SUPPLEMENTS WITH FUNCTIONAL BMPS BY THE I __ 12.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED END OF THE NEXT BUSINESS DAY AFTER DISCOVERY,OR A5 SOON AS FIELD CONDITIONS ALLOW ACCESS ¢ � ---65 --- a AREAS. UNLESS ANOTHER TIME FRAME IS SPECIFIED. (BEEF MPCA NPDES PERMIT IV PAD 94 E.S), w F-- 13.IF BLOWING DUST BECOMES A NUISANCE.THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK Tp N f ALL CONSTRUCTION AREAS. E. POIINTION PREVENTION MANAC�M'-NyT MfAS(!gF,S_ I --VA.>"'.!ES 10`- ----- F-0'- -- 29- i5'�--VARIES VARIES VARIES-�'I - 14. WITHIN 7 DAYS OF COMPLETION OF THE SITE GRADING OPERATIONS THE ENTIRE SITE(EXCEPT ROADWAYS) L SOLID WASTE MUST BE DISPOSED OF PER M.RC,A.REQUIREMENTS. FINISH GRADE GARAGE ELEVATION PER PLAN ///---F(NlSH;GRADE SHALL HAVE BEEN SEEDED AND MULCHED AND SILT FENCE SHALL INSTALLED AROUND ALL PONDS. I 2,HAZARDOUS MATERIALS MUST BE STORED AND DISPOSED OF PER M.P.C.A.REGULATIONS, GRADING GRADE 15,ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN ( R z THIRTY(30)DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES 3.EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE.RUNOFF naSI o d TOPSOIL ARE NO LONGER NEEDED. MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF.NO ENGINE DECREASING IS ALLOWED ON SITE LOWEST FLOOR/ 16. THE MINIMIZATION OF SOIL COMPACTION MUST BE USED ON AREAS OUTSIDE OF SPECIFIC COMPACTION LOWEST OPENING .... .. REQUIRED AREAS.THESE PRACTICES INCLUDE: PREVENTING HEAVY EQUIPMENT TRAFFIC AND CONSTRUCTION ; j PER PLAN ,.� SUBGRADE I TRAFFIC LIGHT AREAS,USING PRACTICES TO PREVENT AREA TO CONCENTRATED RFLOWIDE OCCURRING OVER THE SOIL, io `(%e'O GRADING GRADE PROVIDE LIGHT TRACKED EQUIPMENT TO CONSTRUCT AREA TO FINAL GRADE. THE AREAS REQUIRING LOOSE � ." SOIL INCLUDE ALL TOPSOIL PLACEMENT AND INFILTRATION/FILTRATION BASINS, o 70' ZO' 4% B2% 4%� MIN, �- BASER"" FLOOR STRSEE TYPICAI EET SECTION MIN. -t- „ . :::.:-.::^ sr .� BITUMINOUS Z NWL t &' TRAIL FINISHED GROUND EL EVAITON. 10:1 PER PLAN WALKOUT 10:1 ---_ (TYPICAL SECTION NOT TO IRON ENHANCED SCALE) SAND FILTER -- �-»-VARIES--� __ ---- ORANA E 5,tiT'LI UTILITY- 4.- �?'k. --- --28� � EAR EMtVT ; a" u -4" SAND FILTER �L re c,�10 - V- 6" IRON FILTER MIX =L�A )\ -BLOCK 1;2 FINISH GRADE j (5%IRON BY WEIGHT) ELEVATION LOWEST FLOOR- NONWOVEN � 7- LOT N� 1'-a.� - GRADING GRADE FILTER FABRIC �--}-4" SAND FILTER EL=�,ATICt� �f, �. I I" ( . 4" PERF. D T, .. -4" WASHED COURSE FILTER AGGREGATE \ HQi1 E rr^'E z "----EPDM RUBBER LINER -W.v. -, .� // HOLD DOWN TOPSOIL �.L.��E $-PS -- T- / LO RAuS! K 1 Y.OU:�� e PL Fn t OR .SPLIT (IF REO`uNED.; \, En;i:,Y W.,,,K.,.iT ....:::: :.::..; .......... .. ... .... ....:: POND SECTION WI TN IRON ENHANCED SAND FILTER Wn RAML0 ER WALKOUT � ,� - Cagy E EL rATC^l SLG SDE LGO N.T.S. ; uT SELECT BACKFILL - J\ 1 STEP NON SELECT -- - RECOMMEN L I --...� SNQ 5!`F „?L*SbltT ! COMPACTED x MATERIAL r-� SUBGRADE r ", `\/\ w I wGARAGE SIDE i 7. BACKFtLt MATERIAL �. ',a ""-_'- _ ZI FWSHED CA ` �I EXISTINGGROUND � SELECT BACKFILL .- 0 LOT CORNER 5a N�E+, '4y"" �ti MATERIAL _ - \_ OTT F BO UNSUITABLE MATERIAL -SELECT COMPACTED f a¢ _ CKFILL MATERIAL .,cN: .... .� r,'STREET -�� -.^?""/ -.-..,'..`"---- - UNDISTURBED SOIL I..tls_�114J„z FIQYf ON rt' 0.5 J J �-<0 UNDISTURBEDsOlL SUB�aRADE LOT BENCHING DETAIL CORRECTION NO SCALE (TYPICAL SECTION NOT TO SCALE) GO-i.'.NCI-t 13105S1IF,Y.1'UTkFf1l:C11�LBY91:2'Ep5 i_�vC,Yt��l!kb !viro BURY-Eti�F.S G,WD\k:.+VE.ifiv'tli'Ci�'IS , ^-42 LS r..ko.a F1e s ,1(3oioR PE681 t.r emn Sasr,h„"o rlarx a'oaN M 360 1r te of Aecepry ane+psti-arladv raby RF:I,;:"L, Dn,aEew_n._ aan.w;.:A'i>noxn 1 YLA HOMES;neP scthree Fan bal-488>Si3a H U CROSSIINCA 7 } . F91vARAAt DRIVE [ OF x� i Ff)8ti PRALhFh,411,�}4ESfYCA 54F»4 LAKE IlMO,NICINESOTA 2i71.}Y;on.;ar t3rKinzering,F.A. i. THE CONPRACTOR SHA.1.,CONDUCT DP 72 7 N4 AN itr'L N£tT EANNESCiA PCIL±}TICN CONTROL^GLii., ,Mr'..d}BEST f!AN;kGEbdCh, PR,.C'H+:>S iQMR?TO DRAINAGE...D€C4f H:N1REE'f-§'E T f?Pf EtWT:4 k -r MPC4AR'!?R FE Rs4A:v+P2; t£z L T l;Na SiT FL 1) TON SILT COO.O'kN SHAL,.DE UTILIZED i4IIEN CONSTRUCTION' CON`RCE ICE It,,.TAT#ON AND ERCSNOM:N v mAiNAGE WAYS.Tr E CONTRACTOR ORAPfA zs.C€I C i CR S'4AL€ TTIA. DRAIN 1 h i Es -N `CI T.?N O�'T„}. a;T,vTEEv OCCUR DIRECTLY ADAr,ENT G RL'AnfS OR WC-LANDS€°,ORDER '0 ,..L C9M5Pt:Y WITfk A„L CC§:'.T!!3 COMPLETION t u >,}.,G..,<.fC"2. WASC:`2 1tRJ.,tdl.TFi,,u`f,: MUST:3 iTi,HI ."(,it'":€+,t - 'n:`,'t' f" ,'l n S CO r'N::+,,.t. LETIOr{DATE'RELATIVE .0 AI.L .`.`.... JLs.. t. €. CONTAIN SEDIMENTS NEAR T 3AtiKS OF x,CRN.IN.,JAREAS.Tnr_.t_TA[_AR,J°l OF F�+O'4T'CN I. RESTORE A:..L C: 'II tRFtr AREAS 4V'IT'r( 6 -F+CHES .'>F ... S_.,€. ..�NF_FhiIMG 7.. I, TS ISSUES:OR T^iE SICSr.TO E?i:COEAPLTi?E.r. FC WNu::"vE=:V:AY 2O::-1NE -FEET FROM THE PRGPFRTY EDCE,OR FROM T€C PL.NT OF€11SCHARvf_INTO .>ILT 1,IRTANS WILL DE€?E..l..c._,AS DRECTEQ BY Tf#"C1T;'EN MCER. MNCOT 3P.77. ISSIJC A STOP IWGRK ORDER FR ALL 'A.F OP€-t,ENT n¢`7RIC AND Q..I""_DING Ah`f SL€2FAC. 'vYATtt2,STADIUZATECN r` 'TIE LAST 2r17 tC-;.;_FEET MU Sr�` COMPLETED CONSTRUCTION FOR NONCOMPLIANCE I`.r• cs MEASURES. WI7FElN :?n FLOE}RS MT ER .ONN..CTING TO A SUREAf}'WATER. c a - nN P; i CCN.GT:ETE WASHOUT ON SITE.ALL LIQUID AND 5C..,:;NrR...TES raENERF"O t EO N_ .0 FOR WITH THE..._ _ TE �T B.IZAT[O TI3... C ..EI BY CONCRETE . PROTECT ALL STORM SEWER INN Ely AS SPECIFIED HEREIN AND EIAINiAN L:,"UIL REMAINING PORTIONS OF ANY TEMPORARY OR FLRM04 T OR SWALE'MUST B WA SNOUT FRAT,QNS MU T CONTAINED:N s LEAK PROOF C0NI`€NVrNT FA,CELT'I' S€RED CONSTRLIOPO7+ is CONI€'_E_(EC'.I C;.r NE'?,A iX,1,-a;TCD CLAY LINER TEST tY,>~-S NOT;ALLOW•R4S€fL',;7 >t Jf1ENt;iNC. ALL` "E-C`<CT a,4D O. ER FRt)SiJ..-,,P#€2X�CSfrAS,.:;:-s`C.:A.{L F.C. t Ate:.:T;:iV`€"}�!P{ ;a SA TO s>'I;EA CC?rNs'C7+4:=T^ s,.P.<ACE k7AT'u.P.§N?Cr:'.,"€F.EFs#r�•N OR 13trPE~;ta i9LE L EN N) C s:7:'E7 u'f ENONEVR FIRK t'TO iN. ROIAWM , h;ALa'ICN O€2 IN 7>;AT R'JRt.ON GP",E DITCH NAS TEtIPr�N',",RILY C= =R;;f N.lTLY...i9.f.T TEd^C7AI<"! L`aL'DS :?ENTER r;�DU',D'7'F,-EF:N'CCN fE?E .4H IkApCi:MEaf}LE:I'VFR.THE C(.,.s..I?UC;ICA:x AND I<'fiA. -E.&':: DITCHES - 3 AN"v SOLED NA. Y" CO.z'^ - E ED C SHALL PE MAINTAINED UNTi,.V'ABLE "€RRF'OR GROUND COVET{ CR PERM-NENT DI. LE)OR TWALES T14 T ARE QE€E4 USED AS -EDIMOr ..t.uT nDr .,_D IA.,T�HE+;R9lt4,,AIF H€RI,M,;ST NOT BE RUNOFF , MA:N'TAdN A,IL c€LT FENCE AfNC REP,A,R OR RtPLACE AS N zD.t. .<F RECUL?EU EIAS BEEN ESTABLISHED AND APPROVED DY THE EhG±N>.ER, CONTAINMENT SYSTEM t`WrR PROPERLY DESIGNED ROCK DTCH CHECKS,B€C ROLLS,Sl':T FROM THE C.ONCRE"E saASHOU OPERATIONS ONS OR Ap A&LIQUID AND SOLED W+=STES vu� ' T UNTIL TURF HAS SEEN ESTA USHER DIKES, ETC.)DO NOT NEED TO BE:STABILIZED.THESE AREAS M.:ST BE S.TABF_IZEC`WITHIN BE DISPOSED OF PRQPcRt N I.COMPLIANCE'HOH MP.A RECUL P t A SIGN MUST .UT FENCE.THE:CONTRACTOR SHALL INSTALL S:.'FE NCC AT'I IE LOCATIONS S,tXRJ " O+R^ >R +N^ -,. cc s R. COT ,N=� BE,NS'n�LED ADJACENT TO E.,CH WASHOUT=A„1uTY TO NV OF.'M CONCRETE EQUIPMENT F _4 H.,t,..�AFT_,.NC LC-,,,E:e B,JRG USED A"-A....DLd�.JT,..>N,Ai:v d.�J-SYSTEM, Q R.-STO?nT€ON i107K SHALL EEt,'PA 44:I's+€;�# ? C6_r5 Q�F'PiA3 ::E✓5,4:'':G. N'{THE PLANS AND;N CCC .Awc WTH C COY StA4DART,DETAILS SAL;Fci:G,E vAERRT''RS 70 U;7UZ�T"E PR:k E8 FAC€UPEES, DAAMS AND INTEM'!SUMPS SHALL BE PLACED TO hT'€?s^E SILT ON ,.TURF ESTABLISHMENT.ALL EXPOS. _ _ ,.GNSCENTRAT Er -0 SOIL R'i.;kS kF.1S�6E ST.A6{LFZEU,Y SIGN A __ RU>#OFF^'.GSA^.APE,F GRSDED AREAS,ADDF`n:vAL.-v F';=M10E aHAUL PCSSIEL;=TO EMIT SC.L EROSION BUT L, AJ G+;E:ATE2 TH4.0 €4 A"fS AFFEti 7iE 5. A VI F:M1.L€d Of d R+`I`f15 OF '>";Ci SHALL Bc f'i.ACcL ADJACENT - H 6r',^.+. G. BE REQUIRED AS GiRECTED BY THE ENGINEER. CCNSTRU TICH AC.P TY iN THAT POR.110N Dr THE SITE HAS TEMPORARILY OR ELRO ALONG A L Q ULEVARCS SIC, FEN CE -ILAL.BE PLACES D.RE,CTLY P€RPAANE CRY„_p„Eu, EENLJ�7NE-�aOC, P. kC.,OKCAN! 4"11Ji IhL ..Y STANuAF0 CEI:a.CS. STOCKPILES.ALL STOCKPILE AREAS SHALL HAVE SILT FENCE OR SEDIMENT TRAPPING ,(STEMS PLACES AROUND THE ENTIRE PERIMETER- ,Z MAINTE"ANCE AND INS EIRON.ERO`,L,:•.CONTROL MEA4:RES S-Au BE mAmTAIP7ED c.. BOULEVARD AND DITCH RE-S"DR.T._>.4 INCLUDES TINE GRADING",WHICH INCLUDES THE REMOVAL Of ROCKS, u_4R:s AND SOIL CHUNKS, WHILE dAINTfd_NN' POSITIVE 5. INLET SRO Er_, FRH^Pt'T HE. ')N TF CT'?N TAI1 D, TtSFM;I,"AN ES EDIME TATIO C- DRAINAGE. t{._E"'PRO E.ION T=CONTRACTOR HA P T.ri-;_ T ON ON ALL PERHAN6;T C OLN A C JC OBTAINED,Al E.')104 AND SEDIMENTATION tJTATIC>P7 E.ChrF2CL EXISTING STORI`,EWER L � .N ACCORDANCE WO H ITV STANDARD DET ii_S MCA„R1 Pd SORMVAT P C'TFALS kd..ST Q[_BE S=ED WEEKLY,AND,"fill i'r: i"a_ PR:17 CT.7N d^-AI AL.O BE PR ADED ON ALL � POSED ST RN 'WER 24 HOU OF THE SITE R.:E:e9NiG 0.5 WINES OF Ra EPFIRS kfitS'DC U'7 p4i THE i. TOTS IMWE A LY FLA;,)„Cf NG CONSTRUCTION CIF' HE INLET.INLET PROT`.T.ON MUST E DAME,DAY OR F6L__V$NG DAY OF T€IE INS-EC.rON UNSATIS ACTORY CONDFRDRdS NOT 'a:ALL_ IN A KZANNER THAT 41LI NOT IMPOUND WATER FOR EX c DE. ER FS REPAIrED CAS LEANED R AIT N dQ HOI PS OF NOT}C IGN S ALL RESULT IN A STOP _,.E OR IN A 14.AN.ER .FL PRESENT`_,A AAWD TO VEHICULAR OR PEDEST:-:A l TR PP,.0 Wc-,K ORDER,A O,OR S"ID WORK SHALL _CIMPLETEED AT CONTRACTOR'S EXPENSE. 6.TEMPORARY SEDDIE€JT BASINS.THE CONT FACTOR SNAI.;INCORF'CRATE TEMPORAP,'Y SEDIMENT:' BASINS THR&.. CCITT THE CONSTRUCT't`N SHIT'O C-.. URE RUNOFF AND SLOW THE FLOW 13 REMOVAL.;HE COkTRACTOR TRIM.,RE.M^VE AND DISUSE OF ALL T 'pCPARY CT WATER AND ALLOW SEDIMENT TO SETTLE OUT- r,.PGRAr-Y SEDIMENT BASINS SHALL B_ EROSI ON CONTROL MEA.Si;RCS,STRUCTURES AND DEVICES ONLY AFTER RECDANG INSTALLID)AS DIRECTED BY THE CITY ENGINEER. FA3GENEER AP'P�ROVAL.A(.7,DEBRIS,STAKES,AND SILTS ALONG SILT F'EIIC` SHALL BE REMOOC)AND D ^SED C SITE,THE CONTRACTOR,SF€AiL HR N,€;RAKE 5K.TED ROCK CONSTRUCTION ENTRANCE.A ROCK ENTRANCE SHAJ_B IPUCTED A A:;ts.S AL:}NG THE o- E LOCA'DONS TO PROVIDE A SMODTIi FINAL G+ADE AND UAB. AA"ED A. SHOWN DN THE PLAN TO RED'-CE T.ACKING vF SILT AND D4RT CIP{[TJ SHALL RESTORE T-.EYGR'OUND SURFACEWITH C OR SOD,AS.REQUIRED,TO T:-:E P;:BLIC STREETS.A,OEOTEKTILE FAE;C SN'ALL NE PLACED UNDERNEATH THE MATH THE F€NB-E)SPADE TO THE AD,IACE'-iT AREA. ROCsi,-HE PICK Cifkl_BE PERIODICALLY REPLENISHED TO MAINTAIN THE INTENDED PERFORMANCE.MUD ARID DEBRIS`:MALL BE REMOVED OR SCRAPED FROM TIRES 14.FINAL STORM SEINER SYSTEM.AT THE COMPLETION OF THE WORK-ND BEFORE THE AND VCHNCLE UNDERCARRIAOr PRIOR TO LEMIPJG T-IE SrIE, FINAL WALK THROUG^,T E CONT,kCTOR SHALL REMG E STORM SEWER INLET PROTECT+vN MEASURED AND THOROUGHLY F_±SH THE ST rM SEWER`S;STEM. Q.STREET S;4EEPINO.ALL SYR=USED=-R ACCESS To THE SA -AUL ROUT'S ED!MEET AND DEBRIS SHALL BE COMPLETELY REMOVED AND CLEANED AT THE ALETS, USED FOR NSTRUCT10N G:iIPMENT �MATERIAL SUPPLIES SHALL_- CLEANED CUTLETS,AMC.-DOWNSTREAM OF EACH G!T_ET.RPRAR.ACID GELTEXTILE FABRIC MAY AT T=s END OF EACH 540RKIN0 DA:'.THE CIrf OR ONCINF_ER MAY ORDER.ADDITIONAL REQUIRE REPLACEMENT AS DIRECTED b.'THE ENGINEER TO O OBTAIN A LIKE NEW SWEEPING GF'HE STREETS AS,,DEEMED REOUIRED AT DE'.ELQPER/CCNTPACTR F<PENSE. INSTALLATION ACCEPTABLE 7O THE CrFY. 9.PnS,T.'E DRAINAGE AND PROTECTI0,1.T-E CONTRACTOR AL-MAINTAIN P.SITVE 5.DITCH CHECK(BIOROLL BLANKET_Y^T£:dt DROLL AND BLANKET. SYSTEMS SHAL BE: £RAN.AGZ THROUGHOUT THE SITE AT ALL.TIMES. L010 POINT_ INI-Ht.AND ALONG BF€94 AI._T. AS D€,CFI CHECKS ONLY SPECIFIED LOCATIONS AS AP FROV-M B F OA,WAYS ARE EXPRESSLY PROEH TE•. AME CONTRACTOR STALL RE-PCNSIBds "Hf.CRY FN=CN#ifN EI6ROt.w F`f? NO T'J BE UTLIZE Ti!P7 AREAS+4`NFRF'xF:r`ir"F FOR T R(PCRARY BITCHES,PIPING OR OTHER MEANS TO FACILriATE PROPER OR.AINACE AUD CONSTRUE"LION TRAFFIC.OCCUR, DURING CONSSTY.t_Ir1'ipN.TG PROTECT PRENIOLISL{^RACED AREAS FROM EROSION,"YOGD FIBER BLARJKET SriALL BE PLACED€MMEDIATEL'e OR STEEP 3LCA'e'S<};U OR;REA'ER} -ND EMBANKMENTS.PERMANENT.MID TEMPORAR'FUNDS,Aln OUTLETS AND OVERFLOWS TO PROTECT THE CCM='z,ETED GRADE AND MN€M E_SILT;N THE R,114OFF STANDARD PLAN NOTES STANDARD PLAN NOTES STANDARD PLAN NOTES STANDARD PLAN NOTES GRADING AND EROSION 4`. F1TRO_ PLAINS SITE RESTORATION PLANS GRADI`JG r`AD ERO ION CONTOL PLANS G D;NG AND EROSION COtlTO.. PLANS FFBRUARY 2013 FEBR VARY 2013 FEBRUARY 2013 0- FFBRC..CRY dt}I3 S t'ANt).;f{I')S1AAkl't4is Nt). Sf'ANt>Akt>i)k+�YIN(i Nt). SI AN4IAERD 13R.ASV€NC.NO, STANr)gRD 1.>•WaWt:.ii N0 x�I t L is CITY OF LAKE ELM rl�l :oaf, 777777 CITY OF LADE ELMS €x18 I I I{J CITY OF LAKE ELMS bloc � Y i 7 €� CITE'OF LAKE ELMO 60£)D 1_F.iYP FF.AL<3 IL - T.RKY:fL4FC: LA7CF.'F:L.`AU 5 T--SHAPED META..FENCE POST NOTE: MAI TAN'.AND CLEAN JUT DEVCET• ,.; NECESSARY(NEAR',TH CLE:O.ONST„R^UG'TI,ON TRAFFIC) TO ACHIE'✓E PROPER FLOW OF STORM WATER iPiTiS STORM SY:TEHv OR 2 2 WOOD POST B M AIf@U -3LTER A�;.EAiHLt' - POLYESTER .._EE'u= � r Al "'---•=.` {'. 1 f r f 1 ��~ i d t o Fii'r� i ,^ a ' ¢ POINT a MOST QE EMBED GFz.s.,.Iv_.. HGHCK Is.P. POINT B" E I I e� . e 1KS EtIm Aug+, C�{ �- I DI'CCH SEC110 z IAA a t%H STEB € -"- MANHOLE COVER ` kC' R,4G.- 1 Vy,> f,. WIMCO RID 23 OR APPROVED EQUAL_ y ( CEFLEC.7 R rLA E GEOTEXT€ aBRiC---� ' R OF� yN r ..,K F Vt7 f �, FILE ASSEMBLY `. �,L,,. -OVERFLOW Q TOP OF NOTES: CEOT zT{LE TC ...__......• 6 I eLRB SIX WOOD .Af t':; `'�, (D MAX'dUM WIDTH OF:v^NSmRF€v7ON ENTRIWI E IS24_==T. \` OR REINPr BAR A MNO t .3?33 TYPE'V FABRIC SHALL RE USED -UN LE T-IE R>JOK pdi•". �°�- : <:.` Kr '` c` T PREVENT UI R IION OF ~€ UNDERL NO ..O!_IWO THE STONE:. CURB 9J FIBER ROLL SEC`IlOSECTION ENTRANCE. I, REOUIRED FOR ALL NEW HOT& IJNSIRJOTION AND W STRE CONSTRUCTION- NO E -SILT FENCE €N sTA L A J .:HA L CONFIRM TO � of �� ''j( MNG:7 5,. ti, Ty- PE './ NEAR rl:c_EY£, ! @I;CT;O'N TRAFFIC, �`L I t3) f, Nn RUC ICJ} ENTRANCE SHALL SE MANT,NNED TO PREVENT .F KIHB OF muo iY E C AT ALL OTHERLOCK ION_, P.OT:,: � ''�`\. �.�. ONTO PO DWAY THAT ADJOIN T-7w PROJECT. THIS WILL F,EINPRE PERICD.0 TOP , __E,dATERI+:LS SHALL C„NFC,RM4 TO MNC07 ggg>. S thr_ 0 BE IhJSihl.LfC±A"(tN PNGLc. �rF.dJ" :<E+AA7E.I.Y ` -"U, \V DRESSING aYTH ADDi,ONAL ROCK i7R REMOVAL AND RENST„!LAT€ON OF THE T ON HE D VNfETF,Fds-A SIDE C THE FIBER ROLL, � ECG 23 H€GH--FLO`h ROCK iTRANf E, ENTURE THAT STAKE G*ES NOT PUSH OWN HI@:f =I JA+;fARR€„--'' - `� r" T F.^ „ .:_FIE, ROLL FROM ITS FULL. I-EJOH7. R_r'_E '.BUD AND DEBRIS FCM TIRE.,ANC VE'ii_LE UNDERCARRIAGE_ RIOR TO LEAVING TPIE SITE. WIINICO CG-23 H!^,H-FLOW OR APPROVED EQUAL SILT FENCE DITCH CHECK (FIBER ROLL) SEDIMENT CONTROL AROUND STORM SEWER INLET ROCK CONSTRUCTION ENTRANCE F`EBRU ARY 2013 FEBRU:ARY 2013 FEBRUARY 2013 FEBRL AIRY 2013 .., ., CITY OF LAKE 7� g 5'F:AN6Af.CI UItnWL4iF Na qe�-* �'`gg�,+LAKE, g �,�g STAND DCRAWINGNO. �7:A\PARll 1)MAYYtN(i>?O, DIVA\b:SOD e2tiW€NG\z1. 4,..S.TA GN &...Ai�.L`a EL MO 601 ['1�P I ":1, ld. i..id' &..,rA i%E9...SVA 17 €1fK I`i1Kt i CITY Off'LAKE ELMO 60�4 1��E�i�€�J CITY OF LAKE ELIMO Dos qpg�g q+� LAKES 10 LAKEEL"10 L.AKEE YI0PMNEERepw G.1ii;€%GL;liG en LX& ,�\Ill.E'UMhTks In.W YLAh'fRY I.�W Sll4V 1'Uf!9 f,.NDS[;-Nk.i&t'tIITCCFJ (.'0-FtNC4-i 131 O5,iE[F:RI"-DPLS"GP. U47 SR i.-1)T4 IReeeUy,;crUTl tl ttl'FI 'as gv:pved i>v Ree±.±qu ^_<42 tniel nc iSliV•e I } Nunc Date rE ax-zaw T me or t „it t - - RYLAIND HOMES &I-Iv,. HIigI,is,MN 5512r, F a�,l�vsa p=J cam, EROSIO NT CONTROL I�Pfi'tILS 11UNTERS CROSSIP: �P mn n,tutc Li edA f sl Fng'v±,r Desim±ai FI-ACAW` . a.prolLz�-enG.etxn tauter tha lssn of me Sate of Mimes«u R_L Vo. 19xti,t Tk,re oa A--!)i4 "'` -' T4)>.N'iC RA01 iJRflE FAwiAR FsFDF:\PR 41Rt7.,\iiNr°.E;S41 A 5-5.i>11 S,.AKPi h`E„LIQ,h[T\Nh'St)1'A S)2ikt.lI'ianaxe EaSlnaxrinE,P.A. - -- - - - - �fr VERSTORY TREES AM AUTUMN BLAZE MAPLE ACER X FREEMANI 'AUTUMN BLAZE' 2.5" B&B 35 '- as L - NDEN -_ �7S I HL THORNLESS HONEYLOCUST GLEdITSIATRACANTHOS VAR INERMI5 2.5" B&B � _ RB RIVER BIRCH BE_TULA_NIGRA _.._10' B&B 25 -- 1.;:, ,...,.�:. ,'�..,� ,.'>.: B5 2 , :. {�UITf. T , -- _-_- _...i....-_._.._..-._._- -- "\\ �, _...: sp ;: n j M N APLE/ACER RUBRUM 2.5 B&B 23 �� NM ORTHWOODS RED _ x . . 0 ? R MRUBRA 2.5 B&B- 12 E K jQ E US -- - i F € ! WW WHITE WILLOW R SALIX ALBA 'NIOBE' 2.5" B&B 13 F�i EVERGREEN TREES BS BLACK HILLS SPRUCE PICEA GLAUCA DENSATA 6' B&B 55 ,, _,.. F, :1 -: ', 6' a„ .�,. -_•$E ING,RRPbRjaEU IN- 1,, I �;` '� � �� , SP SCOTCH PINE PINUS SYLVESTRUS 4 ---�-- i - � f i „Y,_...,-...z. gg sIa I ,t I des 4 u. � �o- .......,�,. � _ .�;b,,,.�.„�.� -�� ( �� •I ,� ..� I ., I'z" LANDSCAPE REQUIREMENTS. --�,wW 1 sa Li = s' i t r. �, h' 1. ONE TREE TO BE PLANTED FOR EVERY FIFTY FEET OF STREET FRONTAGE. f ,. E \ N ' :. " '' I TOTAL PROPOSED STREET FRONTAGE: 2,440 LINEAR FT /50 = 48.8X2=97.6 ,. �._ �f °,.,. , to .., ems;, � .. �., : � L j„ Vs.4o ` REQUIRED TREES: 98 TREES (EQUAL TO 245") S2 I _ SS .. iI ' �` i, i 2. FIVE TREES TO BE PLANTED FOR EVERY ONE ACRE OF LAND THAT IS BEING DEVELOPED. A 3 ' TOTAL AREA: 21.5 ACRES (EXCLUDING 5TH STREET ROW) T .i ti'Y REQUIRED TREES 108 TREES (EQUAL TO 270" 12 4 MITIGATION REQUIREMENTS (SEE TREE PRESERVATION PLAN FOR MORE DETAIL),: �< 1 T7 I -�- to �` HES: 2,106" �� kz T...€ J ; . �, - � •.. � 4 t .-,� .::, TOTAL INC - - .. ALLOWED 30% REMOVAL: 631„ iAll TOTAL INCHES REMOVED 1,677 K TOTAL INCHES TO MITIGATE: 1,046" COMMON TREE REMOVAL: 1,018" I , %�unoT p q CONIFEROUS TREE REMOVAL: 12" 6 ! t HARDWOOD TREE REMOVAL: 16" 1 4:. 70 , �„ REPLACE COMMON TREES AT A RATE OF 1/4 TOTAL INCHES REMOVED: 1,018"/4=255 �i REPLACE CONIFEROUS TREES AT A RATE OF 1/2 TOTAL INCHES REMOVED: 12"/2=6" REPLACE HARDWOOD THE AT A RATE OF / TOTAL INCHES REMOVED. 1 / =8 ' R S t / n a� 000 _1 TOTAL INCHES REQUIRED. 269 •CHIC S 41<E Ih FEL'P... i i ? TOTAL TREES REQUIRED: DECIDUOUS TREE PLANTING DETAIL CONIFEROUS TREE PLANTING DETAIL LANDSCAPE NOTES STREET FRONTAGE REQUIREMENT: 98 (245") >> _ E%PE F ..T ETLE..,AE EEx,n,a',cwaLON", DEVELOPED ACREAGE REQUIREMENT: 108 (270") P=.oa I,s 3w n.r M, 1k, T EE.4 4E S.1D, {Q "ATEP TO iTL'-"-ADS AUU "EY AhOjAft[� .!!. "� 'hiTFk,iD 5EiiLE PLA(<TS Ak6 y + . S THEL L.•at ne�iLF 1 H, TEAT MITIGATION: (269") T,pG 1+ t( , TQJA��N REQUIRED: .A.k, V�\r4 Y{°Ir'f/ A A ViATEN x}I Th N k fn LE..J£„ i f.T f'A:kT i.,a M-,LLAT;E' WA RIND 4LY U'.:' - - ✓E L. AE 4r E 'e C'E/ T EV.. T:fl 'Ih L \tt J l ' R H i-i ,0 HG POI HLt' E 'L NT{,4: 1 N SATURATE R'OT HALL A,b -T M N E 9 '.-.H G3HHE STATE E . . C C 6 `<f:. /+ S `aET PLA T C`V U',,,F"�. \A` JyS % Tf,A 101�i RA :C J 't+E L 3E+E .IH E f.,*i .iE'II.A D E aF tT c DEVELOPED ACREAGE REQUIREMENT USED 'OtS't kr1E 4T1 E'h;; �ia.�\• (%� NLThTV;H:)LE tl 1'.'.°C T K iG1 d G >LA4TIh:,Hc�L: G MCRO HL +++... a r OR T O'`N -' a `" `: aLNGE Ikf,EJH'M'"I11N,.H T.ha EAst .EO gyp,C B r:�C�BT Tv THE O%.,�. k�,FY THE L.E ?E AP�R,:'� �f ¢{,C�.EU�rr TOWARD MITIGATION REQUIREMENT, MPA TE t A.K_L \�J/ !k 'LM.E U L"'i Vr1T41 .b kE+J{`.' SOIL TALL.L'VT SO „-r' GF THE FECOD AATERINO 'O f.G 5 'Y EE ..'.x ME ROOSIALL PLANT SO','HE IS Al TIE ��s+� lll�/ ��"'J E..E>S SOIL h IsT,_TfE'IS O 3P CC FLAIR.A3oV HF. w�.f •�\��v�y� ExCE.c51VEUNLEs EL Si0i5';RE IS T. E f.Y?E'H}.:HE. H t .OP, H. =�° " FF.m H P,A. Ll# .. .£... PE TS..L P J.„ �R O..G I.Eck-PDE-HAS EETkb M.,NET 1 ,� TOTAL TREES PROPOSED: A Q ., n 4000 WILCH St^z+" t Y! 8 4L L�fi�G -e •-/ \ :N E E f•0 x'h L DEIAIDiJ QL1 S. 128 (320") PLAC'zP.P n 'sE o " �G �FL C M.,tCH _ / S a.,..NS U.f.,£ �#? f! V S _L. S^c ^i DRE R K kME,LAP €). PGA:K T.k,O T"'Ec1. Wk H sA Kr L_Ai'FN .?,!%' / "✓ `" 4`" PLUS,tB G A."K Il iii. EVERGREEN: 1. 82 (�'t 6") A'TaRO H EL f FILL IP iF I -%L AND 9.1t tE A1lY f'2 XIR.1-LY T2 F A 7ACKFILL FE EAK:.CVIN _ALL C PI..£R:AI.TE�,u ID E AAE 5<1.1 THE ID-E M Iu,u tf ±;5,1.,nTHS 10 L-11tl;;m� TOTAL: 62J�G� (G5"6YL6T 1e) �.ROk Y JF ; P CKFlLL IL EAf.04WF3 TIFF T.N F RJ(.TI+A - SICES f h LE'+4F1-N THE i(Yr+CF (,i Lt., /// SI "r HOLE VHEk WAT'R PLANT, REI,.O+C _ GNf.Y,r'16:.�NCa. s Vf4TER PLANT ftEh{OVE / ©ACkE1LLIC:�. T'Y k rF THE.A KEi OR .' t-C-`•' -OFC CUOUS nho Lc .£t .C.AE_n�fE%BUT THE LAN;x'LAbe:OYTxAGT^F i DDII VTEE TOP j�'OF THE I3 SYCT CR "T - ja¢ -ryK T 'l HCRI.OV'AL 'S iNE s'iW Hh21 C.ITAL typ„&61 :'F nB'xdE�' ¢TA C lit TO 6 P >f'C - - '^*le x AP C w-,E'R Is fNn+GS, 5c H £4 1 W •` C EA rl f ALL s � /J5� I YL GF.*AiF& 49 All - l i/ '-' f 'r } LY3...P h'A.¢ 'Y<4 Lf f -'9A-- --TE.>•' 0 :k DER £ YT : bi kLAu ) AL FFibA 1�A ` Ht.F .tL FRfSA ;! f rp k.£W Z :L - 4.1 5 .J 3 £ K:.E: Fl W f fE ONERP :.3. i�VEh'LL THE Yg EL. ! '+._t �! U Y L., / I _ E'£F4Ex C er• 5 AY:AHIY E l kl Y L3Tf ta :l} - :. f HCTTGN A.i ~~� t 0£T CR O RI E P'T-E N L. 4 -. �. . - THE O. E a ` 'f:ES OF HOLE PRICK TO DOES OF HOLD 4`kIGY'.TO � D L4h'1K'G. I iF{1E (:E'.i E It :F£1 iH ll 5.i:5N ib if{E LW PMU 111E T.aE. OIAkETER. ut1iAEEfF vN:'n'M1 Cak %L.4NPAG. - - THE PT Le El,le f- 1-1 1, THE'LAN-L-E PALL �I� LA °'^°�"^°•°'^°�°"•^°^ ^-^ -ME LA:t'CSCAPE COI:T2ACi^.f SXAU EE RESPOIFELE FCs ALL aaG-5 AW 1-TDC-WANTTES TO HE p1A.,, ri.E L¢C;C-Pe tfwiR}C`Of.:.';VA4 L'E2:->11 E-el Sti:Y+\<lA le A FIT St::£f:F- C."E I,eALAfc p;xT LA-Pe011 111,3E:NITULE9 MNfPE.wcT:�. -THE L 1,9,.11E Citk^?Al"',-.1 III AN 1...A.TO THE SIF„AU:SD AY THE PLANTIRG 11tAITIDN AT x6 COST TO--. THE LAK-APE CCN!p.ACrJN'34At1'T--ENT".'CLFIN I,Y`.:T-' A EIESTAAN AhE t Ol-"XISS i0 3E A<n1YTnIHEO THEf)I:CNCIR tC.ti3TPUCiIOF PEP,IYXA. ALL'NPJTES 51iALt r.!_f?ftCAeFTL'I kEu,We.Fi'O\e THE nhY hAI.-TO EXIETi"14:FPUUTE_:MALL kE PEPAIRM AT'TE.COVTRACTct'G EMC- A:SOR-SHALL.vH.arC<.s3t:=fCi?r;,mPL11KG r.!R{5L na:=ULA£tE GOES.EtEGULnnWfi.4,IG PE-11. EDI-CR`'.ES GTEL-£E A PItNEERe,jeneeTing -_. ... ..Y_ CID FLAN'-113105S14EET-LAND-3 G�i`(4.E�GLAY;CR5 L;'NPV,h,RRS L.AhD tbAYF.YbPS 4.L`I?GUti ARfJISIFtTS y 1647)6K1.}9l4 hereby cer:£d t l'pl uprep.mert by liaxiuonx Dste (k1-15.2Q(4 } �Tp HOMES �+ F7�� p{� /'�7�{��+ yA 7'(-� 42 E'D-puu D,ie'E or umxr Yd' t Nemn. LANDSCAPE 4'�,77'� r'�'[]�'yT� L\YL.Altlli E.2tJ.tt'd :7 C3AYT1_'.t\ l._.AV II IJSiLV IJ Fax:681 94AR ° Pe ,lon.u,d thecI 7enndar€..Ttn pron Ucsfarod fMi. 1[uli?1a IIclghs,41l SR?Q ww'a',tem��l ent.rcm medfdyl wL'Ivtt yx At<IvTxc __ A..Ei.1.V�7J.� L2v FLsi�I ^599 ANAGRAM DRIVE I,I C5F p Erzd_h,]-,- tlhe SIALI of I44 roTR Rio do 44?63 P;:oa-s Eoea „n TsfE. ESJE\f�R,-1fA7L.Atit4`tiESc?T.A LAKE Fi.4tf),\'IL�`IfsStYt•A I FI �:III��I��1 IiI,ii-I,-�"1-P�-,,-,�,I�,I-�/�1�I-�"1 I-I-'I,II.�,�l I�Il:�,-1,--,I"111I/-7 I 11—InI 1)�,IIIII1�.,�;,�,-I,�1I1 I 1 I 1-,,,,,�I 1I'll"� -- — -- -- -- — - _ II : — -- �,,,-��'-1,,,,I,�I��1""�,1-Z",1,.,,,��--,�-,�.,�;---�, ,,,,1',Y-.,I-,,,,-""��-k'1,�"1,�,.-,��Q�-,,�",zI,.,,-1,,-I"-1',,11,�';-<"-�X,,I1,,Y��:I-V�"�"�%,I,,"1 ,t t- _. ,.. / Total Inches:2,106r` E .. - ' >\ ... t, - x r:; /' „ Total�in he6s Remooveds 677„ v/ / -_ t 1 Total inches to Mitigate 046" _ --,. h , =, l , !-.` ..- - E > - ,. ..� 1-_ _ - :/ Removal:1,018" I �.\ Conifeoro s�T ee Remavaf:12�r > .,�, v, y € _ - " - I t x I.. I ,' ,,. . ��, \ ar vvao Tree emova :1 - \ l.1 R x CoC�rms�n Tree Remov 018" LX' "- \ EE F CE (Tfh�� tz - , _x T < _ /Y R" r. / ' :; -. ,.. _. ...._._ w, ..,._ /. T , - < ,;_. Replace at a rate of 1 4:1 Ql$" 4-255r' _ ,., - , -.------x y _, Y Conifersous Tree ,, ..____ x x _._ r. _, ,..,_w x r ,�- - _,- .„_, .,,., ,... „ �_ Re lace at a rate o f1 2 12'I:2 6 ,z _ , , -_. —._ " /y p -_ . r : - 3 �,:m _,.. ., :: 1 �_ „ a00 ree R r— -- . w:: ..,. j , - mo, Y, w \. >. a, , z aI"1 t xw Re lace at a rate of 1 2 16 2=8, o �: __._ - -, _.... „ h r _ \ JTEO \, P / „ ,,,, _. ,, E t Total inches Required:269" AIIl ll :: vE _ I ,. ._ z.--- _. , -: ', ,, w , _..... SEE DOCUMENT TITLED "HUNTERS CROSSING TREE IN € %, .per. ( F'-- �.p` f' - �,--,. ,L m -., ' .; 2 / v FOR A DETAILED TREE INVENTORY .-, i <Ix y-: v SEE SHEET L1 FOR LANDSCAPE PLAN 4' :c -i �.... 4 ,-<.,. m. .-,- .... r�� _-� . ,: , ,: /• ,--: -. n: .,. 8 ., TREE .FFRECE"W TYF� , .. >� ,.,:: Rs: :. �_ v; x .1 � . :....,, � +I :_, ,.._ __._.- ._. v I _( :::/t ,,, , ....,�-� , . -- v " RO SECT ON , ;_7 , ,,. / ;,� T - :r ,.. ... _ ..t,, -.._..., < %�e ,. , t• <,.<. 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