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Item 9 - Savona maps
F 0 2013 Westwood Professional Services. Inc. Call 48 Hours before dlggmg'. 1 / t 811 or cc11811.com 1 / I Common Ground Alliance Development Data: 1 / n pM_Areo lCaloulofed\ to LY of 5th Streerl:rros_ tB1,6 arc Srrgfe F mJy Residential 91.8t oc !/ 1 ____ ___ _____________ __ Mdtr Farnity Rswdentea' 208f- 4o eAipprr Cdleetor Read/Sth SIREET)ROW: 12.0« _ _ Stngle FomJy Partner 6.0t« rM ^-- -�., 1L_ Ji Multi F-ify Portion; 1.91 arc 6_ t __ I I __�I I tl +I __ I __ O.V0 M Patron_' 4.It ac- - pia Jso uI J3a J°o nu »o Jpo-r »u Pork OedleatLm: him -` L_ I J „°x✓ ra poc,r .:sa✓ ra sx✓ I rGSJo„ rase✓ 1 rasro✓ 1 ,-sw✓ roar r (Oufrofs A&F.and boa part'.,or E) e•ar 1wA4�°I PARK/GR£ENWAY 2 Othe-n,krct oosr So[.26.7r m EXCEPTION ° , 2 6 I I I (Inomdes Baffas.Fondng,&other P.Vaeo.) .sae„ I � ^ -'J �S-J L 7s- I -' rs.. J _. zs L ems-J J T>`3i Single FamaY Ly°o�«R' t6.73« II 11 II •p7 rr�lac_,n :--�"_--- -� � -_-- � L_ � __J - (wtrafse,c,oE,c,„) F- - Murn-Famay open SP.M. toot« 2 (oallofs L.t K.L not private streets&driveuon) enz.r nasr✓ ra // \ ,A.+, rLhY.r / f' r r- 1-7 r -i r - r-' r 's- - f Net Dewlmed Arse: 809« I / �Iw 2 I I� r-- -� r- r a rl: ✓I I 1 I $ „ J" 8! `Q zaw'+' I- K L- "°--J I I I I I I -Single Famay net area(net ROW,Pork&Q spore)6271 oc L 1 4--, I 8° 1 7 I 6 $ I 4 , I 3 I 2 I 1 -stwrl-Faoay net or°o(net Pondinq 065 ea&ROW)152:ac rao,r ra Sw,r ra.'V•r i JL ,� J 11 I ✓� I L-- -J f a•zs,l �i o.xa,r aJop✓ U.ov✓ .( ! Pr«o.ed soar Fm„rP mer tare roes v\ \ rio e.o p » ,_- 65'wme r l40'deep t)pk-&• 95 rots �,F\ rs L_ J y I 1 IL 1 I I 75'wide.r 140'deep t)pKOL• 93 tots s 1_ 4rT sro" IL JL--J�r u,k: v2L.-- - '" - a ROW To.Manes: 44 ho reA 12rrer ----7 I IIj j-121 rBack-Back T wnhomes.• 78 banesL - , _ , I I I ne•e+l ✓ \ / mr. _-") f0 I pia / o roll Proa If ep• My banes, '% � _ ' $ •aru. _I race°„ ,: fjl�j 14 OUTLOTG276 un« oE.rdlr,l -� iy� I Orera'i Oros..nenstt. / ( ) 9 ( \`r Cr -�il1._ti 1 -Single Fom°y Grose Density. 205✓n/« '.tlt6 i I I ' r$ \@7 � J l )4- J e T J -MwK F-dy Or-OMsifX 586 un/°c r�.____I_ \✓ `�! \ ,Err ,J \ I I e � �-.is I Oreralt Nef 0°nsl 3B2 un/x o,wdl L- =J - / \ \I ) �L �{� Ax♦s✓° ) -Se'9re FmnaY Cross Density ?.99 un/« J-a✓ _ 7r - `� rtrJa✓ /yht \ \\ ,`r L•-ai� 1 ` `' '�J �1 -MwU 1- Net OMrt)c 6.70 un/« f / \]C% J ----- r -,r 8 ^ rp a➢,r' \ \\ r�1 V,.__ /'� ; r Pmeesed skid.F ie oew_.,Standards: f- ra�ao✓ "moo+' 4 / ro \/� ��~ \�,1\ � sup / / Front Satbock. 25' 4'" Ar%,r I r ✓ Eez ✓ g yam/ '\< �� I ^ / 1 e,sez+l� \ L f/� Side Setbock•(see note belo.k 75'/75'(15 W.1) ° •aezo✓ •+ ! Sid.SIfDOck(Coma Lefe)' 15' r Rea Sefbdek 2D' / 17 f9 ! f �// a ✓ Mmknam Lof Aso 9,100:r a L •� \, , , ' �-- n sea✓ r-_ Araags Lot Area. 11.1752 of �"� � - ' r ,,✓ ,ri 1 � -J L j \.c. \\\/ \>< \ ? � r - I - ir sRe Area as u, ��: .,\\•. n /, ° /\ / `� ,aJJ< 1 •.1 e+r.� F Required Site Area per umf. 6000sradu y - 4 Provided Goss Slfe Area Pa u t 7.426 st _ 1 are d °C°idea.: 1 ,( ,I r• I I�i \_ { \ / L(. _ 2 1 '\ i r y , ~f Maximum ImPaN«s Coverage: 50x 1\ 6 7 B �I \ ,f. (_ t I r ,ztt✓ r I \ rJ > \ ` ,j I $ono+e�J I Proposed Imp-5 Coverage 4Jx V rs.'1 M]✓ rTJ✓ AJe6,J P.raj✓r 12J,6, \ \ \. _ �\ IM (���- )" a, 1 f • \ -Tl .. � � �Z/•�a � i_r I � � Ghen Seeep R ipmwrtp• / 1�' 1 • ` e 6 �� •Ps:✓ 7 " 2 l C K �-- _ aegarred OWn SPoca per ✓rrif. Soo sf Provided Open Space Per uroe A$70 st "e- _ J f L � es ✓ \ ( D t B a f` (arrors L a K.L/e=,pr;wre sheet°&or,,,/r22) 1 h � l �'• AJce� � \, ,\ �t o}_"` �] oa4 r , a� l - �,.( I �\\ 1 ` J rig 5 0, 1' �^�\�� 'p Prm°see semeeks/mnm msl 1 \ ` y f dlr 3 1 �(�'•('YY� l "j� 7 mtanul ROW 25' Keats Aar. 50'to sf ofvros I 1 OMOTD 1� 1 B -5 -J s err xwi• Adl St't op ear.' 4o'ro shuofwes _ < 4.Jm,I r ,aJJz } r z l L. 1+u✓ -J -Lo rc , sy \ \ �`. .> AdkcarfPrepatY Jo' tsrz,r L S \ 1 LP OUTLOT F C 8 ) v xm:+r P-teSepara 0, -8reetn9 d1 Buaang 25'Op vp _ r -, I}II r _ 161' 8 Pnwte Ori.e street W4dtn 24'tzp(60) t 46 ti. rr ' I i1 i- - - _ I er,tzJ err r• sJ5 f r° Pnrofe 0,,...y Lo,geh 21''mm•24'f)prcd 6 Mm.brg setboak toriva-'\ �PARX CL a } ra°r.• r >� a ,a.mz 1 private street(s,de) 10 min \ L I L d;` I ssz✓ All /J^ `(, _ f - I ON-street OLesl Po,kmg proNded 025 per unit Outlet TarNe• B Esmt/Cpm o TE 0.11o1 A Greenwaylpork w city 406 m OUILO CU /) 1' / r / � Nor en Space ROA 151 oar 1 0 .� \ \ \ 1 `l, azsa✓ v / o s __J z s,rw,. /Opa,Sp Y,$ � ! p.1bf C Omd me Cit 5.66« ll ll C1 J Po J• L a f> p}�. \ ♦ 'ao7sp✓ t .ela ' 7 n ,c tie I7 / Cuaof D Paid/Open Sp«e city 167« Ourmt£ Pand/Open SP«e City 4.95 m 1 1 R=100000 l k <\ ra,us,• 8 v/ '� °•° r / aaor F Park ally 11 200«.II L=27T.43 .zy / T=f37.07 ,' \ ax9r )/ \ /`� ra$.•ea Culbt C Open so NOA 213 are. 1 1 �AT �! L - / o / 11' Qraor N OPm Spocc NOA a77 m. 1 1 G;1271.33� \ �n •�' ^< k°4 / Outrof I Pmd/Open Sp«e C,ty 1..7°e I 1 0 > Wt1or J Open Spot° HOA 2.52 arc C8=N68 4T18"W �`-s'srwate \ .arse+, i ° Typical Lot Detail P)5TA=41+T7.29 1A1J a \ V �� �� e / ) err WAc,, 1; . a'swtte Outmf K Open space rroA 6B9« yP 1, \ I Outlet At FW.e Development Ot ra 6589 m 1^ Development Notes X 1 1 Js� t axe✓ E5 i5 - 1 1 \\ it p/ ra:ae✓ D j a (Hn are+) 1 ` V �/$ rozre✓ I I 'a Ma✓ 1 ,v 1 ALL COT DIMENSIONS ARE ROUNDED TO WE NEAREST FOOL v 1 / a � �°& + , 1`• 2. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT �* , UtailY fosanent Ill � I I s < � JI 4 3. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY Setback Line v yr 2F 1 4. DRAINAGE AND UTILITY EASEMENTS SHALL BE PRO14DED AS REQUIRED` 1 . rI� �'� tr - • DRAINAGE AND U17LITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC m,e,sim Lot D rsme.,d Uwwvr-•=�v _r 2' UI7Lf IIES BLANKET DRAINAGE AND UTILITY EASEMENTS OVER THE EN77R£ 9.100 st �- Lot Number \ 1 I OUMOTU J2 ^ 23 OUTLOT TO BE PROVDED ON FINAL PLAT FOR ALL OF OUTLOT A THROUGH �- Lot Area \ 11 '10 sf I - � 1 I °9'pjO6i sttru+t C2 R=82D.00 5. STREET MOTHS 57i0WN ARE FROM OF BACK OF CURB TO BACK CURB LL-- - II I yH T=556.82 6 SIDE SETBACKS OF 75 &75'(15' TOTAL)REPRESENTS THE AVERAGE d 6B°2123� OF CODE REQUIRED 5'&10 (15' TOTAL) SETBACKS. 0• 100' 200 300' STREET ll s 1 r CB=SB4a50'17aw NOT FOR CONSTRUCTION I y I P/STA=29+04.16 10 1n 61Pppo1 ewo D. 03/28/13 Shoet 8 or 23 Ww«^,wd,w..ww s.W�ion se+b°.uy m w pd.•1�sr' a�°'mr 9..Ir.. Piepeml for. Savona w,pa.u=vd m.r r r•�m.,.a uHo swv�oe Eem P.,MN,HHeeaN We�"�'^d W.+�d asn+n]M,ia rw all aamrwrl• oan,ns e.+..4.err.e•,a+.e,+ Oebet Lennar Corporation Pre ary site PHOHs. sszav-spso +,ens wnu,dr•ne+_.,.,ea. ru ;sz•.sr's°a �""` 16305 36th Avenue North Suite 601) Plan muEses -lip-,eo �6 W. /14t,xis • a_0lewlx.b/a.k Westwood � n.r 06n�yq uer..•Ja. 29021 - - Plymouth, Minnnesote,55446 Take Elmo,Minnesota F o2013 Westwood Professional Services,Inc. Call 48 Hours before di in 99 9' 811 or call811.com Common Ground Alliance I �sore ----------------------------------------------------------___________________________-250 - OUMOT 8 am o r — L 1 \ H;T, i1 i,ara4 III 5 6 7 1 1 OU7i OTC l I I I I I I�I _JL_, JL o II I II J L JL J s >s >s > -as- 'ss- Iz-- o _ 4 0-0 ' •�*, t r 1 C� , 'E � �'o L=554.41 I r -1 r 73 r 1 -r r 1 — zer�., C "• I ,r, / - _ CH=54J'1 II ,\/ 5, 1 d=J8°44'1B" l I I P-11-1 • C8=S70°J751"W 7 6 f 5 I 3 I 2 1 ! \ ; �, / ` P1 STA= +22.441,a,:sfr 1 raxx>,naI,0.30a L J LJL ys ��- J L J �. 433r,r � o � , / \ ,� � Y � ►�—► --� 1 r__� - _ � ono .,.as3, v ! c' ll�e.r � ,,•'� sa,,r M� ► �- 1r I - ^I I '11 __ _� re 2r � \\ f � �I a�f, � /, ^�•6S°b` i', e� ,�?QII"CGI ♦ —___— �frr r � I ' I loosen� ,:. ,• 1,o.zez>. � � Q•\ w, / err-� l_ I I I J ryc zv n o ' //ze`�✓ n ` / ` 4° Aaaa,, \� � / /.� 5 toa.ra- - ~� �•4,° '7i —��- M1 �, e t-„tl..JJ Ll, �� � '� � ,o fu u o a � -\r_-° v '• 1� r �.ypl.[ar \' � � ` .tr_v, 1 ° rLsa3 '� �+ � oxa,e), ► r/' 'R. rij �/�✓ a.a. ^ new r 6 1 OfIILOTH ,ata•„ .,� aert+ J 7 _ �° -r 8 1 � r ) Typical Lot Detail g ' l� , \ to / <�. -T` , I J 1,5%75' - ,awe. j 's--- .� (r7� \ 3 i., 8- ,� / • I rr r „ -y (fe scoa ' 9 ,.1-II t na, , ; •aza:r•,C '\ `� 15 0 az,r '• -s` .4- ;f I to �` L U1,74Ygek f I \ U°Y1L £asemenf J c room. I Y L _ 1 -6 \� xroz✓ �, ti \ ,d I I I I L Sefbock Lme r 8 y IP !� _Qc - Lot Oknensim OUILOTK - J - 1 t I I IT 9.100 sf- �' Cot Number R=1000,00 OUTLOTL LOUILOT E zn i'� T=18J 7J L — _ a 8 ` J 'fa•° r �/\ 6=20 49*17" f' J 65 75' 9 C8=S61°04'14"W 4f ? r3 _211 - ASTA=18+22J4 a i7 F I STREET 1 / ` ♦ 5t 9J i OV7LOTM 6 4 41 .8 R-289.00 38 1'=146.21 ,4'9.l.aeR Lr,o1 CH+<287.88 ` • C9><S6i°22'17"W P/STA-11+75.44 I I I I o' 100' 200= 300' NOT FOR CONSTRUCTION tat11101VVV�t ash D.e 03/28/13 shot 9 of 23 . W.nwooa P, —kw s.Mosr,Ina ,•ter�r m+'+"e'm s rid b m,a >" wwrw.. _ Prepared for. Savona °°M P.�•�°� �'°`�'�"�'�"1Bv-' �^°^°"""°-al,��� Lennar Corporation Preliminary Site a^„ra..w"o.ae,eonm.ne. O.♦,ft olrowr vs:-ears,oa m/IeM I.wl a�e.v�,..«I ra. Pa% a3raa,a.rr �.,� Plan rausrrff rase-sar.srso Cnfs YY.lta�y RI8 16305 36th Avenue North Suite 600 {111CSrWOOd - K�[m` Plymouth, Minnnesota,55446 Lake Elmo.Minnesota Vol. wwe+an,.o4.mm 06A4A3 Les.t1► 2M 02013 Westwood Professionol Services, Inc. Vicinity Map LAKE Eagle ELMO �"ws Poln Oj �\ Lake REGIONAL �' 16 PARK RECEIVED „e RESERVE Preliminar P1 ns JUN 14 ## =d o� G o Y L r d for SITE o s Plat, ♦Site Grad in Erosion Control �� ♦ ♦ ®� ® '= h'OODBURY Utilities and Langsicape ° (Not toScole) for Savona Lake Elmo, Minnesota Sheet List Table Sheet Number Sheet Title 1 Cover 2 Site Context 3 Existing Conditions Prepared for: 4 ExistingConditions NO. DATE REVISION SHEETS Lennar Corporation 5 Existing Conditions 1 0 /1 /13 Review Per City Comments All 6 Preliminary Plat Plan 2 0 6/14/13 Review Per City Comments All 7 Preliminary Plat Plan 16305 36th Avenue North Suite 600 8 Preliminary Site Plan AL 9 Preliminary Site Plan Plymouth, Minnnesota, 55446 10 Preliminary Site Plan — Town Home Area 11 Preliminary Grading, Drainage & Erosion Control Plan Contact: Steve Ach 12 Preliminary Grading, Drainage & Erosion Control Plan Phone: 952-249-3033 13 Preliminary Utility Plan NOT FOR CONSTRUCTION • 14 Preliminary Utility Plan is Details 16 Details 17 Details 18 Preliminary Street Profiles Pre pared b 19 Preliminary Street Profiles Preliminary Plans P y- 20 Preliminary Street Profiles W Westwood ProfenlonatServiamlr- 21 Preliminary Street Profiles for 7699 Anagram Drive ECee Prairie,MN55344 22 Preliminary Landscape Plan Plat, Site, GradinyyQQI Erosion Control, PHONE 952-937-5150 23 Preliminary Landscape Plan Utilities and 1- 91cape FAX 952-9375822 TOLLFREE 1-888-937-5150 for WeStvvwd wwwv emw wp&c Savona Project number: 0000565.00 Lake mta.eta Contact.Ryon M Bluhm Date: 03/28/13 Sheet: 1 of 23 20121161CVPOI d, 02013 Westwood Professional Services, Inc Coll 45 Hours before digging 811 or ca11811.com Common Ground Alliance / �Cv:fG A7$ 2 D 1 A.,[3. I I 11STONEGATE/ I I GUIDED { r SUBDW SION J� f R3/LDR i I -\�-- d --- - ...... 1 I > I I EXCEPTION I i t GUIDED — J PROPOSED R3/LDR — — — R3/LDR • ZONING / A -------- ------------------------ ^ x P I / I j GUIDED R4MUC .I RO 08 r GUIDED { � R4MUBC _ f I ! } I t t \ I • (� I t t GUIDED HC It L I \ l I ! a I <� \ i}, ♦ OVIDED HC I r ( � It 11 ------------R-60AY COMMERCIAL) I 1 I PROPOSED SUBDIVISION BOUNDARY GUIDED I D R4 COMMERCIAL I $ ,IlIMERCIAL 00147 18 I i 11 t i� ✓� J ---------- ��--- -- _-- -.---- - -- ro :ac ="_'ter---� ---- =--- � -----------------------------� . _ 7AI.NC hK AY 94 I 0' 200' 400' 600' NOT FOR CONSTRUCTION 201211e1WP01 dwg D.w 03/28/13 sh•e 2 of 23 . w..t—.d nor.v—I s«.4a wtr. Pre?ared for. Savona 9w- ai e sv 0! wM Gtv Cwd: am Lennar Corporation Site ContextPHONE 96393'7 III D- HW raa 96]-99-s.az 16305 36th Avenue North Suite 600 routxE>= raess-1. Craig W.Morse,RIS a.md nm.i-M/du. westwWood D— 06/14/13 ru. .r xa ?�1 Plymouth.Minnnesota.55446 Lake Elmo.Minnesota 02013 Westwood Professional Services, Inc o d LEGEND N paj N O O urjm�c J°pp'IXG ^ Qyy BUSH/SH RUB 0 N0.0 0e1 ~N + CONIFEROUS IRff II --- -_---- -------------------- ---- d M ¢W DECIDUOUS TREE Pi w Z WETLAND - O ® STEEL/WOOD POST c_,a o. I _ n a u I SIGN-7RAFFIC/OTHER vo- c S. A. SfGN-7RAFFfC/OTHER C. H. 19 ! ® MAIL BOX I lA+n,^ In+r.rnnl r<n„nlr.r er,. u+Av -nry+ r r,r- i Av ��+ r n+ v-1 v l rrn Jf7r+v 7lLJ+r L lJrv+ I FN vF7Yr�l i�f 7FTI vi rr + P L. + Iv r. L I C HANDICAPPED STAIL I v _ _ - _ _ — — — ___- G, P£RC TEST a•----------- _ q��— _�_ — u0miraRMG WELL © CABLE Tv BOX M GAS METER '! Z -- ------------- T STREET LITE GUY WIRE a \ STORM MANHOLE 1 yTCj z I: \ v+ ❑Q 1 TELEPHONE BOX 1 f F E9 I V S J h Z p u t2 \ «M \` TELEPHONE MANHOLE N TRAFFIC CONTROL BOX Z B HAND HOLE i G _ W \ m - Iep a S u O \\° \\ \ -�- TRAFFIC LIGHT .Z Ofr N� S Q ca rom 00 p W W \ \ 1 I J m77 K o 1>1 \\ i DG GATF VALVE m rn 45.00 HYDRANT <C� b aaOr~.� qq \� \\\ \� WA PER METER dm t. 0. OZ _ �� co q !4 \ \ a0 U I ..) IX - rl \ \ \ I © CURB STOP BOX o. 4 O 4 \\ \\ \ ® WATER MANHOLE I m W N i' \ _ \ \ I 0 WELL 00 0In ° -erp- CABLE 7v n ` \ N !^ \ a \\ \\ \\ GAS LINE r,-9 �' i v a \\ \\ \ ' -paw- POWER OWRHE40 I 56.86 c< \ �\ \ a POWER POLE G--------- 1 \ ® £LfC7AM BOx T----------- ------------ f f c e n N a v - - 5929 o z ELECTRIC METER E I \ \\ \\ ELECTRIC MANHOLE Lj N<+ I \\ \ \ -I ® ELECTRIC TOWER j PtN z a ® SANITARY MANHOLE m c o o m ` m e I \\ \\ \\ SEWER C[EANOUT O ` a 0 N BEEHIVE CATCH BASIN V o I CATCH BASIN I a \\ \�/ ° 4 FLARED END SECTION c o CONCRETE SURFACE I "�- "�► `o N b W i N \\ a -'aI p -qv-- POWER UNDERGROUND FFII M` pp O .,c 1; \\ ��� _�p� y N N s O -SAM- SANITARY SEWER vQ i o rn o M.a -sro- STORM SEWER '-� 7500 <" Z ]— TELEPHONE OVERHEAD ° TELEPHONE UNDERGROUND Um P\ Z6' C~ Or 000 - c na wa)= WAIERMALN I I- .5 u o o FENCE LINE Ld 111 111 _ '`' ;ynn l O W C o o W m I �i r o ""^ DECIDUOUS TREE LINE I I 1 M w t U n C 1 I Z 0.00 CONIFEROUS TREE LINE I`I Iq F o o a w°i°n \ + CURB k GUTTER W I ` In W3'�'t \ "','1 S BITUMINOUS SURFACE O - - _ -----� - 'l 50.00 N ! I mo 2527om ! I om 00 W i 10O' 200' I NOTES: Call 48 Hours bar°re digging: 81 NOT FOR CONSTRUCTION 1. EXISTING TOPOGRAPHY&CONDITIONS WERE OBTAINED FROM Common on round=118 �.COR1 2D1211 afEKPa1 dwg AN ALTA SURVEY COMPLETED BY WESTWOOD PROFESSIONAL Common Ground Alliance SERVICES ON OCTOBER 29, 2012. �k 03/28/13 Sheet 3 OP 23 w.n."ooa profinerwl se+ylo.r,RKfteparW. Etlen 1'raine,MN Ssia6 ac..a_.W,p.Y.wwo ed rWa l9es.er r d...ab ee..a ulNO aveverce O0S6//1le]/IJ}RReees�ieee Pps.r G011yY CCmMnvmneenntlet - o�.JarB Tor. Savona Lennar Corporation Existing _ PHONE 95293)-5169 Cring w.Mont,R►s ..� �/ Conditions 16305 36th Avenue North Suite 600 Westwood ReRw.r,RYEMoeap:mm °- 06/14/13 Lie Na 23021 1 Plymouth, Minnesota,55446 Lake Elmo, Minnesota o2013 Westwood Professional Services, Inc LEGEND a BUSH/SHROB Wt N CONIFEROUS TREE w 41III ! I - DECIDUOUS IRE£ i 4 p ! } - o N > VEnANO A� — —•—•——•— — ~_ -�--- � ���_ 0 STEEL/HOOD POST 50.00 a p ! 2527 L11 I v SIGN-TRAFFIC/0 RI£R Or 4i Ijl J. ,I ; ; z U _s 1 W m P o Z IIIri L'I` v Q y I a S a° -a� SIGN-7RAFFLC'/OTHER u M X� p G LJ [ I O ti u 7 ® MAIL BOX HANDICAPPED STALL a aEi i a O 4 I ) J a C PERC TEST _ «U 0 MONITORING N£LL I ZN ON � 16.AA _ _ u_ n o 4P I CABLE CAE TV BOX In 9 •�•� { 1 GAS METER Em SP I �M� .o a _ a E «1 r� I'' `!1 M 1 b rn-u •j STREET LITE «E ed 1/f a Z_ « ^ i{ ;wcg GUY WRE I o a e O� S m ` W s Lj y T ?1 O a u ® STORM MANHOLE C Ir I"`o ^o t C •` c O^$ I 'y I I p p T� TELEPHONE BO% P20 W G 7i V7 7FLEPHONE MANHOLE a ON I O O O ` V •. .•< t /r'�u L P tY�. 1 o >' p '` r:' is A TRAFFIC CONTROL BOX o .°�.'rn I c p ` a �- ;./// C h« �� 1 8 NANO HOLE TRAFFIC LIGHT r E W z1=2 I r1l I T$ CC GATE VALW C E 01i ®' HYDRANT WATER METER N '�� C7 LURE STOP BOX to ( y ,«_,.i Q J (•I V o O^ N ��i� � ©� Q 1 I �^l I L i m o ® WATER MANHOLE $ § t N j, ciz ` -•i1 _. �� $o c°1 —M— CABLE TV - LI j ` ®©' ��— -- sCI 2 OU o —vs— GAS LINE —PVF- POWER OVERHEAD - VI 9 o POIKR POLE `` e ^ � ��- 1 ❑[ FELECTRICBOX I N w ! N O y c n m ELECTRIC METER 1 ppW N V,U�Q E- r•) U.1 ELECTRIC MANHOLE f C ` O Lo 7 �I u N W'y F ® ELECTRIC TOWER 1 4 m , ` d t m I Y ®S SANITARY MANHOLE 53 a w ` o cg o o - EaC E °B SEH£R CLEANOu7 NOS Ga bN I I O a :E ® BEEHIVE CATCH BASIN I g xN Zug •o o ` a oz' c3 `o I Iv tZ/1 .. _O CATCH BASIN -� 1 -• 005L « o,�) o a FLARED END SEC770M Z 3� f I m z mc� + Z 7 r Z u CAv 'U LC y m LULL N CONCRETE SURFACE% C u POWER UNDERGROUND W o_. Oa30 ton 4O «po tt Uc I c w I v a o u I C 1p —P— SANITARY SEVER c u —s,r STORM SEVER 1 mob �dE a c z .. •o I 3 A — TELEPHONE OVERHEAD 1 Z o TELEPHONE UNDERGROUND 7 i c« I o� —mr— WATERMAIN __ DECIDUOUS TREE LINE Ir CONIFEROUS TREE LINE In I LIII •—• 1 O CURB&GUTTER '' [§S BITUMINOUS SURFACE O � 1 IN 1 n O our , 1 _n_sa ~ L O ! j m - ------�--------- 100' 200' 300' NOTES: Coll 48 Hours before digging' NOT FOR CONSTRUCTION t. EXISTING TOPOGRAPHY & CONDITIONS WERE OBTAINED FROM Common on round 1.COm zottn OFxPaza g AN ALTA SURVEY COMPLETED BY WESTWOOD PROFESSIONAL Common Ground Allionce SERVICES ON OCTOBER 29. 2012. D.le: U3/28/13 Sbeet: 4 OF 23 EPF)6AdH.9%Oa9 NwMPEo,oBBAn,PB.BBrm,oS5M 22/OH.AAn rs31rslrI)or 5-l6uAB1 l]5 SB3B rWAa Inc esm B>,..e..ge,s rH.l.,dIs wer A eB.rp..I.B.I..Me.o epd..yp u.e.sa grd rTA Ha.o m am v qaraa lO�teS•Y le�e )Umnw if � Pepfor. Savona � QJ Existing ,/I1 1�13 BBw..B r�GY � RIM Lennar Corporation Conditions nsQ— HW 16W5 36th Avenue North Suite 60 rou aso Craig W Mo ,RS a `�1�` Plymouth, Minnesota,554 Lake Elmo,MineBota W`estwodwWwooft— De 06/1" L,_ r 2021 02013 Westwood Professional Services. Inc. .. � . � I LEGEND i _ _ - �- - -�A�- --�- ��-- - ® ® �— " -—--—- ,—.- .—.�._..---�--'_r _ _ P __—__ iz BUSHIsHRUB 9b I I CaI —•—• o O a # CONFEROUS TREE m E DECIDUOUS TREE 8 c u`v n VI Vr ,o < o� +� W£TLANO m cJ g 2 i a 111 E a E I �w = f o c � z`U- Z oa ® srEEt/xoDD Posr $ 1 as ~a^ { xW , - 8 N O C Z O�_ `o u 1 W a LD a N t Pit! t o m � r^ m SIGN-TRAFFIC/01HER v~I cM Z. � r P I`\ ggfg� q u Ery I_Q SIGN-7RAFFIC OTHER 4 O lVrlr cmi E I I o 0 a I n ` ,�„"'m W a U j 10 R 1� i 0 o ® MAIL BOX 111 1 1 L`L O U� I d� n � o,N � HANDICAPPED STALL 11 o.�a I a oZ 1 mm D PERC TEST �•— -t•y 3 t ® MONf70RING N£LL t L O c m m- m Q E y 9 y t{ ' Co V11-Z g p CABLE 7V BOX 0 - 1 D Q 1 z im z w F I ' �m c r I U oO p GAS METER y L Q e I Z w F I 3 N V ' VI �. � I � '� STREET UTE L I ,in Building _ n Cur etRE O I I .2.N j m , A �l *® STORM MANHOLE f 1 NrOg m R a O TELEPHONE BOX TELEPHONE MANHOLE ry� I u Z TRAFFIC CONTROL BOX I Q a m HOLE HAND r)4 y Oa Grass Airp1je Land,na Strip TRAFFIC LIGHT \ - --- ------ - -------------- ono---r- I i—_____ _`> a 3— C m� j LJ l•� CG GAlE VALVE z o A _ � HYDRANT J ' Y¢ u W 7L t `u. y�fi WATER METER U Z Y06 CURB STOP BOX Z / N 5 4 a ' �Q 4grb r l` o G u Z OZ 43.1 >,� I I / ® WATER MANHOLE'ter ¢ti I 4 I Q yw v=� d °I m4 "'l _. 0 -" _ ..` O W O 1 O o fH I w a VOi m Y oD v I •E �o sso ! w I v co - �' -___ I —I — CABLE TV N p W I ' _ Q /,w / N —WS_ GAS LIFE p N Y I 1.80 N 'N•�J Lon 0' G.6 g � � J ! Y O 2 'I a A —oa+— PON£R OVERHEAD CNi x I c ai I m E ( ay "n' 'I I `v Z f I N w .O' POWER POLE N l3 u N h 1 1 .ki cw N ELECTRIC BOX .Q m o. © O 3 Y I I £ a '{E n v $ 4i, n '^'' I _ I ELECTRIC METER ` 0 ELECTRIC MANHOLE 1 I o[n on o CL V `[ --�— ® ELECTRIC TOWER N I f j SM m m 0 SANITARY MANHOLE U o"o ';�.. - "[" o $ 2 N OC a '• r•' M ® SEVER CLEANOUT �.aN Ce 1 a_uN W V / \�•� '� ''� p } `uf .•Go C 6 4' Va�i a 31 t G q N� o w I o 4 e ^'� I '�•'•� '" E N RI C C C � y� i ' �O1 ® BEEHIVE CATCH BASIN O CATCH BASIN c O m v' '� Q N c; L� I Q FLARED ENO SECTION �''"'' ZZ V m ; �, W W ,..�', CONCRETE SURFACE c o a AS , n �� I m - _ I � n I N -I- ,. —vur� POa£R UNOERCROUNO JI I '' SANITARY SEWER 67500 STORM SEefR r� TELEPHONE OVERHEAD —pIr TELEPHONE UNDERGROUND t i �• I•^ C, I z ^, C0 W —WT WATERMAIN 07 I o —•—•— FENCE LONE N o I i I ��,�/ �`�• _ ~p Q -Ili Q I w ,w-•+K- DECIDUOUS TREE LINE CONIFEROUS 1R£E LINE CURB @ lV1JCR 4 I `-7 h Q -f C L I me �f.,`�jn BIrUMIN0U5 SURFACE •�° _< O I h Q� O I c` 0 00 � o a 100' 200' 300' NOTES: Call 8114orOurs before cal1811.com1n9 NOT FOR CONSTRUCTION 20121161EXP03dwg 1. EXISTING TOPOGRAPHY do CONDITIONS WERE OBTAINED FROM Common Ground Alliance AN ALTA SURVEY COMPLETED BY WESTWOOD PROFESSIONAL Date 03/28/13 she.c 5 op 23 SERVICES ON OCTOBER 29, 2012, NA,awoW Rdadm.l&"M W_ It-m� Prepared for. Savona gEMP,2499 4n•9rrn arlY� dbrt NpePYM M+E r,a.y 8rri uNo MVRaI DPtll�ed: CLI`�. 04/1�/,3 Pyr.,r 9.Gly Cvnmml• Existing aW WY Lennar Corporation PHI r 952-937-4159 PA9 B52A3� p,,s ,,, Conditions 7aL r>:E� 1=_931_5- cis W.Morse,M 16305 36O Avenue North Suite bOD weS*UIOOd 9„9.a9�aw9dP9mm D_ 06/14/13 �9 2302I s°�°i�"i°`°f/406 Plymouth,Minnnesota,55496 Lake Elmo,Minnesota 02013 Westwood Professional Services, Inc. Call 48 Hours before digging 99 9 ` I 811 or =11811.com � \ / Common Ground Alliance 1 (A.AY(Nr II II II 11 11 II II - r I II II II II II 11 II II L__'_°__J sll sll sll sll sll sll sll e 6 or rwa r_____- I 1 II 2 II 3 II 4 II 5 II II 7 II 8 II 9 2 I II II II II II II II II EXCEPTION L JL� JL-, JL' JL JL JL JL� -i -I r 11- -�lr-� n;�� ---,I1_se_,Vr-------/ — 1 / 3 I s 2 3 \ yl} 11 d / w I----__ � r�°--Ir_-s--17�Z-1 r- -11-�-1 f-�-_1 6 -I II II 11 5 / )^ 8 }} 9 I{ 1 1 I I IL -J L� J!1 �/ //' \ \\ }1 /i/ 8 r 4 10, 8 1 1 7 11 6 11 5 I I 4 I 3 I 2 I I 1 a�� L /.°i// �-a �av I� III sll sll SII 4II sll 359 I I' II II I -II II ! zo m9 ( 7 / \ rL-------- rL---------- r -1 r ] I � 12 p -I 10J IIr f< 1I 1I lrl -- /- DUTLOTG6 I8h1 12 4 9 2 3 4 5 II I 13 11 / I II II II ii L---r1 / /� /, <\ \\\ II �\ 1 I L�� --+zl Ilx `! �� J 14 L 1 I L__J L.—a JL__J �- r--�r---tr--�r-rs-Ir- 1r 1f \ � ✓ , � \ `\\ JL---�� I �� / r- 1 1 I I II I I II 2 11 11 \ 10 > 1 _ I Is I is s I 17 II 1I I I _1? ,r \ '\ __2I4 16 15 I 1 14 11 ,-_,-----1 14 11 1I -- JL J L s-JL z_J LemJ L -- i7 I I I �..\J / / ^ �-- \\STREET B 4 ) 1 _JL \\ �:;� 2L-- --ter -tr°S1r' -1 e1 \ I I I I I I I I I I } } 5 1 1 I I 2 I I 3 4 5 I 6 l \\ 7 1 r' - \ II II II I I `II \ `yam-t_�'��^ r�-�-�`/ � �rw l� I \�.i��•2 � \-'"'0 f� J 5_s__J h II II II II J`Q`��a - 6 � n _J L J L J L J� �-�'� r„3 . 'ad JAI 6 a e-e L-----J ao eer ' 1 OUTLOTO1 ---5 - >I :> r'''•o9 1 L-___-=_J 140 _J 4 1 OUTLOTF r--. -, \ 8 , 4 r- 10 > 6 / C OUTLOTE `v OUTLOTF , ^e � / 11 / 1 t• a --t� \ \ � v f I J r I OUTLOT M E r gp[M•l1 I 0' 100' 200' 30C NOT FOR CONSTRUCTION 20121161PSP01 dwg vace 03/28/13 shae 6 of 23 Wr,wocd I W11— bn.b,�a ar No--'4 4 4 ✓s w R Prepared for. Savona )69B Ana9,am orire mne•'9•'•1�me We I...eery"_ ,calla 6V8VHYQ DedoYd: _- Emn Pr•HI..MHaar•• �.�-.d�•�.d - m,lrh'3 e•we..o„C=;' Lennar Corporation Preliminary Plat 9e/1ah3 a•..e.w Cnr canmaH• CLec4.4 !alas aHOHE 86]Aa)-al6D 1. 96RA3r-6s3t HW" 16305 36th Avenue North Suite 600 Pan raurPr£ ,aes9.r-e,ao Craig W.Morm RIS Remd om L-b fdeee Westwood , WMI.ronp..Wa, D� 06114A3 xo 23021 Plymouth,M nnnesota,55446 lake Elmo,Minnesota e2013 Westwood Professional Services. Inc Call 48 Hours before digging 811 or ca11811.com Common Ground Alliance I ,awxr � 1 •sR1d -----------------------_-----------------_--------------------------------------------------------------2583 OUILOT B w ,-0MP LASNENt u_ -zs_ a I I i1 I I 14- I I I I -z I I I -7z L - c - 1- - r- I r----- ----- -------I------- -- -------- ------- C---- -/7, \------------------------------------------------------ ------ 1 1 =I1II1I SII II sIlIl III II $IIII $IIII SIIII II II II I1- L � r \ I ---- -1---------- 811 Ell ! < + 7 3 8 2 11 3 II 4 5 6 7 8 I 9 II 10 11 6 II 11�r � II II 11 iJt 0 1 ? 4L II II -fL C�_JL / 9 17 3 10 8 1 I 7 11 6 11 5 11 4 11 3 11 2 11 1 1 2 _f0__J 8 1! \ R� •aRMR 9 I 1 11 j112 11 11 tta I L l 3 I � a / \$ ` \v \ i\\ : : L, JL— JLJ -------9 ----J 2 r-- r---1 r--1 r------7 / 2\\\ r \ I 1 ++ \>� 10 I I I1 II r OUTLOTO ^ ! \\ \. \� ;FNSTREET 12 aII 14 r /`�e ) \ �� L� \. \ > J L J -a ✓ (��;`b` � •a rr �^ � \ .\b ✓ ems" .�, � o �J � I l � �\6 rrr s// ! r -Z� \+ `\\ ` v R0" gib• 5. w I 13 2 12 14 , . b :.I Lr � ,r•r/ 1 /\�,� / ---.,-- ! � - bt 7,s "3'0 /2 � r_= 6 _, wU I 5 12 `—w' — —`1 L-----J b e 5 L ~ 01I7LOT K O�MOT L OUMOT E 2r `6�\�7 1 4�\ • '`- 8J 5e J,0 9 3 i7 _�! _ �ql� lg, _ _ J OU7LOT M \� 1254 � I I I � I - - — — — — — — — — — — — — — — -- I � I 0' 100' 200' 300' {I— NOT FOR CONSTRUCTION 20121187P5P02 dwg Dace 03/28/13 sheet 7 oe 23 Prepared Savona d*'—D a mat R^V0'• for. ��. E—P-11.,,MR ssxa ee. �^'•°��'�'°� - 95/,1/,l R..v.P.r•11 C9mnm,• Preliminary Plat ��.�3°•�•••���'•��M.,,• � � Lennar Corporation �' PHONE 9-911— TMM 95°931.59Y1 �� �TM Pan ouE» a9o-9v-st59 iS W.M—,Ill 16305 36th Avenue North Suite 600 WH$ t1 ww9MWOO xb-dp i— m- 06/14/13 [rem.N, 23021 n®d�'�0`b/�` Plymouth, Minnnesota,55446 Lake Elmo,Minnesota o2013 Westwood Professional Services, Inc Call 48 Hours before digging 99� 9 811 or cal1811.com J \ / Common Ground Alliance Development Data: 7 1 J L7oxa Site Area/Calculated to Cl of 5th Street). 1&2.6 oc -----------------o--__----------_-__--------_-__---------_----_-_----------_------------------ Mulle Family Res:olenbWr 20.82 x. Ouf of M. - .4aw EASLLEwr CWlector Rood/5th STREET)ROW. 120 ac „ u i _ S:ngte Fomay Port:m 60Y a. --- ---- _ Mwt,Fom;ry Porfion. 1 93 ac 958 `I aas- I „ 1 T T - -- I I - 1 -- I I - I - I I - I - Ouflol M Pwhon 4.11 oc gyp >J.o 73a a >0 Tao >aa 73p Perlr Oed;dat— 6.1 ae L- ^'rp--J `J n.ew N 9 rases al. I rases N3 I,asoo rr41 1143oa N. ,asw N.1 rases erg l I rases Ng I I ras9>, (0ut.,i A&F and had port m of E) g',6ISB>u _ I 1 a 1 4 I 5 I 6 17 8 1 1 9 a•yr m rt-' PARKICRE£NWAY r- -1 1 2 Other de. Ooen Sande: 16.62 oc EXCEPTION 2 I I �s I ' (I �s I I �� I I S.91,F�Ijy ers Psp�g &otne open spaces) T6.6f oc raswN L -..3L JL JL JL JL JL JL JOpen (0utlais B,C,D.E.G N) h sr ���-� - `- Al -Fanoy OP.-Space, 10.a*oc N r r (Outats L J.K.L net arrrote streets&driveways) N I I 2 I 3 — A71a NM1 ,LIST al ri , rA,Ir 6 I r Liur - 7- - �-- - �- Nt Drme Ames• 8f.3\ 8 9Lrw J III -5ngfe Fomay net area(net ROW,Park.&O Spxe) 631I,I 6I 5 I Q .? I 2 1 -Mot;-Family net area(net parading 065 as&ROW)182Y ac -7 dv I "' �n,osm I L a rls.rP I ra>Mo g I,asao N g I asro N g rasao N@ I I rasoo arg n.us.++r Prmea.d mere F Iry t°tr. 789 bfs 35q 55'wide,140'deep tA-0f 96 ohs 1 frr• } —��� `� tares �}�T r>s 'a L rM-_J r .q , 1 I I I I I I I ! 75'wide>140'deep typ,aW 93 rots 4— " ' ��/ \ 1._ r ras9a NXl L� JL J -JL--� --u 'L J m r_ /\ 5 - - u - - -7- -f� Prmesed MWt/F sv Unrfa 712 names L 1O J (- '7 --) ROW Tawnhomes 44 homes 1 •� I 1 \ •`� e rs r -- r--1 ---- -7 Sock-Back Townhomes 7B names r °$ I I I I sat sao 7 !I / \�\ i\� tar rr' L --J .L AD 7sa >o I I I I / Overall Prmesed Xamssr Jit homes 1 I 2 I 3 Q 5 6 an.zla.r 113„ .l / \ iK� 1r 6 I �Lxns+l 18 ,o.aee,lg 12 811aaeaNRll 14 i/ OU7LOTG �n.as,N n.a i o �,Llls.r aeo,r "II oaeax pass Densiry s.•r �,r ao 9w•e° _ I per+' 1 l I / °u.eev N /K .\, <\ a N ra-- -Srngle PomNy Gross 0enstty 206 un/oe ��✓" J` / � J e-n� -Nest;Fom4y cross Density 566 an/oc 71 -,MWtId ms; / sI (arall)hemas Oty 2Tua/"„ n az N � Fa-ly Net De..;ty 670u/oc PF Family 0—loommt Standards: 25' 16 Side Setback.(sente oNow) 7$/73'(1$'total) See Setback Lafi)I J kd111 Revr Setback. 20' L -J Lo Area. 9'10sf 17 0 '1,250Y t Fnv D..«mm«,e Standard,- 2 n. s N r rm 1 /� \ /.O razs,.r 1 r Regarree Sife Area per umt: 4.000 sf A—valed Gross Site Area per unl 7.426 of II II II II 55 I 1 5 a � � � V raev � 9 1 I 2 3 I 4 Ira&a N Aft"..us Ce.erae...raa1 ee.r L 1,a1sa N I I rw,rg 1 rw.rg j 1.ere NS I I n I Asoa N ` Mo,lmum Impervwus Coverage: SOT r� J � L 1\rgao N / I �\V.n .`,•2 �� � .r�+ 1 L � S STr9 r�o �I I Proposed/mpernous Coverage 439 I I 9 pen Sp Re aped 0 ace Per unit 500 sl r \ „6 � L� r,o3 A>31,1� � r>5 r� � AI00 N I •( 9.>M,r � 1- Pronded Open SD°ce Per unit 1570 sl (Oullats 11 L J.K.L IeI..private streets&dnvrs/122) \ 1 P� `� 1•, 1 Au N e e 3 -7 \ L f „5r �� C J 7 \ \• maa RRowehadka x ams) 25 K..fa Ave 50'to structures o Aan al - Na a-tar rasa- r E qna N 1 r ,oa s ,eo 5th Sfreef Cdl.W 40'to structures 1 1 OUTLOT D „ a 1 1 L -- J =1 o F \ a Ad/Jcent Property 30' „ SV—(,on-8w0dn9 to 8u0dm9 25'typ P, to 0—Sheet weth 24'1)p(bb) `4s `� ti. I ,awe N r �a L -i ,ao , o asu N r a y Pi;wfe ONsroy Len9rn 22 min.24'typrcol W An dg setback to prrv°te street(s,de) 10'min \ r L 1 .esz N J C An5r rl V , J„ 1 / Off-street Cvest Pa409 ar°vded 025 per unit "_',tint r ble. _ ? � 1 Name Use Oenersh/p Si:e �\ OUTLOTE 0 Outof A Greenwoy/Pork City 3.75 a raaaa.o !'_ �\ bho 6 \ / / 1 Outlaf e £smt/Open Space HOA 153 ac Outat C Pond/Open Space City 5.66 oc Outlof E Pond/Open Space City 495 oc 1 \ O wa ;i / � ,aria / / t'C/ .oath ♦v ,aoss.r� 8 raaaerUi y � � � � 1 h R=lo00.00 / / \ )' \ / l 8 �V v \J / oufar F Pork Cdy 2.00 oa 1 1 L=27243 r .ry 1 9 \ /� ra1�, Oulbf G Open Space R0A 2.IJ tic 1 1 T=73Z07 C�/7ZOT o.mear JL� I r 1 / q1 outal tr Open Space HCA 0.77 Rc oataf i P-o/Open space Gty 147 oc 1 1 C8=N68°4T18"W y sNaw \ ' \ F�L , 0.to J Open Space NOA 252 or 689 Typical Lot Detail 11 IPI S7A-47+27— (rw) y� a \ 0.M° �/\ �< °° oar raga- 9 sT"') OCR Ourar K Oaen space ROA 062 ac c a 3 S ti r11R1 Outa!L Pone crry 06?ac 7e r aa' lame N / Data!M Futare DevNoprnerlt others 6SB9 65_/75. ac ia.a e2r, Development Notes X - 1 1 /i f3 1 f ti r— = �/ 'rb\ V T. ALL LOT DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT I \ 1 fs L` I' 1 \\ 10 `,� Drainage d• ?. ALL AREAS ARE ROUNDED TO 7H£NEAREST SQUARE F007 Utddy£vsemenl \ 1 I U \ \ se\ h 3 STREET NAMES ARE SUBJECT TO APPROVAL BY 7H£CITY, �-Setback Lrne 1 y y� 7 � 4 DRAINAGE AND UTILITY EASEMENTS SHALL 8E PROVIDED AS REQUIRED. b 1 1 'L •tt DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC -t - La,Ovnensmn 1 1 �'v°°,w7aa.°h„rnesT�=-�/ 4,4 27 U77LITIES. BLANKET DRAINAGE AND UTILITY EASEMENTS OVER THE EN77RE 9,100 sf, 1 L Lot Nurnbe• 1 1 OUTLOT M ✓2 `'`tom OUTLOT TO BE PROVIDED ON FINAL PLAT FOR ALL OF OUTLOT A THROUGH 1 1 1i + h 29 26 OUTLOT L Lot Area 1 1 'I , — 11 11 s•srrou� i°srxeIVF C2 R=820.00 5 STREET IMDTHS SHOWARf FROM BACK OF CURB TO BACK OF CURB. L-978.30 1 1 >2�r 7=556.82 6 SIDE SETBACKS OF 75'& 75-(75- TOTAL)REPRESENTS THE AVERAGE L —65„ — J CH=921.30 OF CODE REQUIRED 5'& 10"(15' TOTAL) SETBACKS. ' 75' B 1 1 1 o� 6=6802123" 0' 100' 200' 300 STREET 11€� `� >n; y4E,. COS -29+04.1 NOT FOR CONSTRUCTION 1 1` 1 Pl STA�29+04.16 20121161PPP01.dw9 Date 03/28/13 Sh-t 8 of 23 W Vi.*.,.d K em Of.nWre—'s.M in db.e,aPw,id,m awe 1®�aa®d IAMa$[1tV 14Y� aaeA,/, R eNr,Pr Cemm,nt+ },la�eatti TiMa ed fr. Savona e&n PrelrN,M 3 3 oaG> , Lennar Corporation Preliminary Site PHONE sszas7saso Plan F7a1 -Sala r°u Faa� 9S2-W7,am-wasaso are*W.Maree,RLS 16°A,5 36 , Mir innnNorth Suite(ice Westwood wwe wa—adp— ❑• 06/14/13 Lk—N. 23021 �°Csewlaa aft Plymouth, csota, 55446 Lake Elmo, Minnesota c,2013 Westwood Professional Services, Inc Call 48 Hours before digging. 811 or cal1811.com Common Ground Alliance I �nm �sna ------------------------------------------------------------------------------ -----------------�1 OUTLOT B i ` Ts_ .1.L L 1L 1 -- L r>L uy i.°xP rwsnrcrr I - -- -- -- - -- L — - - F—_ — ———— r ---1-�------ ---- --—r -- -- ---- -- -- -- ----- -- I \ ------------ ----7 3 r 1 M 5 I / 1 l • w,r 9 I rosac a31 I raso9,r:_ msav a13 raso9.r.I I+osro a: I rasa°✓S I rasac,/41 I+as9)r17 I n.1eJ:r- I^��" l h L rro ( � � p 1 7 I 8 }/ \\ r I Q I I 3 14 5 16 1 7 1 1 8 I I .91 OUlLOT C J` 'O 9 \ ew'Jw sr �' 7 nss?a ! / IV °" �..--sue +e.ry,r .pp n zrur, C i' G 5 ?e.�` \ CS R=82000 I � / T=268.27 ` —1 r 1L r r 1L-1 ro».sa 0a CH=043.91 I I 6=38 44'18" 00°" II 6I 5 I 4 3 II 2 1 \ " CB=S70°3751'W I \ +asm,l aso 2 / \ P1 STA= +22.44 I 8 —J I�a+1s,r�l( BI Ir g asw,r 41 Irosm al4 Irasa°a91I n.roJa � ' \ " ) r• v /\ rLIrSa1 \� � �'� �/ 'Ba �� f rrsrsar 1Z o•mr I ,�,vsattauw aSCO aln I L•.--]S—r L J ——J L——��——� _ J L 1 Lee]al � 0. / C 6 � � � a i a'9+Ou[arM.` `— r eY OWr9a I rrP i 41 17 ---- I no I I I azae,l \ •� seas,l /\ 6 2 STREET'. ' OUTL?�T G — ra1 L I I I J I aee rr . /\ C s AJaa,l �\ 6 a,,, • �� rrw! O 3 . �v s f 3.paEa I 4 ' /� °� L o JJ L -_7,° � �\ rzaJo a I ♦ >sr 11 2 \ rues., ,( Y� .8 rrs) /� , \ of �W8 � �/ Aee:ar ♦ r_ L ! I� ;aa n n I r� ` r l A r Ill \\�i / / \ • 1 1~1 _ — /0` OV rLOT M L i 1. �r S \� OUMOT H 6 E •a1a�+fa r ,� _ _ C4 Typical Lot Detail tM i • I Ti a (uo 5cae) 1. E' ,� �. 9 �� •� I ' ,o inlay£°semem — Lot t)rmenslon m.cu r I I r'I Oj17LOT K 9.100 — Lot Number r J 1 ',9 \ zvxveo,r r I � rar y'0 1 / C3 R=1000.00 11 — ! Lat Areo rAaae r � 91 / 9, / -y.snaeccn L=363.40 _ 9. OkOT L IL X OInLOT E `.tl� lrwl T=1B3.73 Prr se x f �.,j - - !a,rJa ar arxlso,l CH=361.40 "� I — ,6=200 49'17' - - - r i7 �3 I 65' S' o ranee, / CB=S61604'14'W 4r,- 2 T fp Pi _ 7 1 PI STA=18+22.34 , 3 a r I 0i (7 2� STREET i 7 _�r I e d 8- 9_r OUTLOT M I B 41 ago 14 41 aAJ 14 4 I B _ — — — oG \ 110 i •'v.ieriW>__ ro �> iw9p14ER C4 R=820.00 1=289.38 T=146.27 I �j sae CH=28788 I 1{ • 6=20*13,10' C8=561°22YTW P!STA=11-F75.44 Ir ' -s'swarnoEn I � I . f 100' 200' 300' NOT FOR CONSTRUCTION - 20127161PPP02 Erg Dart 03/28/13 Shoat 9 OF 23 >69"'"9�E"°Ord—w5 k"h. ra..bl�,�,�.�,�,.�..�_s�.., Savona m.o-.9p..�a=a a,.+...eory um.a wm svAvaraA w"�` n.Ea*aa Prepared for. "• EWn Pralrle,Yr653H W Lennar Corporation Preliminary Site PHorE 9aa-9�r-„aa Plan FM 9a--Seal �� aur,r� raeavar.s,ea Cnig W.Mmse,RLS 16305 36th Avenue North Suite 600 Westwood rrrrverw.....dhuoar 13� 06/14/13 ,.., 23021 RAM"earaae, Plymouth,Minmesota, 55446 Lake Elmo, Minnesota 02013 Westwood Professional Services, Inc. Call 48 Hours before digging. \ v 811 or cal1811.com Common Ground Alliance r \ n A `\ 6 5TH STREET ` JJJ I \. / 16 /' \\ \\ \\\\ /// 0�1 A6�55 .. Pronased MWh-Fam!/v Dew.4oamenf Sfandnrds I / ----- 5 --ACT 40'i SBx Rapuved Ate Areo pn unrt 4.000 sf Provided Gross Site A—per unit 7,426 st Imnervfows Coseroae. 14 Maximum I.PN_.Cveroge SOX Proposed fmpe v; Cornage. 43X Remrkaa,ents. Reps,,d Open Spoce Per unit 500 sf 50 Prarided Open Space Per untl. 3.570 s/ __- SBK (Oufbfs I&J less pr7ro(e streets k W,✓es/777) r l l \ , \/ , \ fsrooased selAack:i k,tmumsl: 75' Keatsft A.eROW 50'fo structures l 1 } I� \\ \ - \ \� // N / / `r \ ```i•'' ,", ` 51h St COKactor 40'to structures Adjocent Property JO' G�V SepwaGon-Building fo Buddnq 75'ttp tn 24'to ��/ -O� / \ \ •t+t'' N 1 PAwfe Dr v Y LengfA 22'- (s 24 Itprcal \\ / / (\\ IIIIQ' Min hldg seth"k to pn ote street(side) 70'mM Off-street Cuest Porkmg Provided 075 per uNf f \ \ NX — 1'--------� I OUTL OT H / -- \ . 6 I Typical Multi-Family Lot Details ,4 4.-' PAT1O, -PATIO., 1 9 2 r n 4' 3-' h / t; �OUTLOT l �w �- ' 2 e ``¢"� P'' ?'�°' \ I Rn cF A r ti e 7 a s '"�f°�' '1 fat• -- k10 3 3 CLWCRETF SIDEWALK I 8 / TRL ET-! ' --20'RADWS N I 1 (T1P) OUTLOT L J n 2f , ! n I 3 - ---1 -- 7 2 6 I 1 1 - - 7 ;4 I } r 2;, I r 4� 2� r+2 2 r�2 - - I _3_Z Z M 31 31 �; ,g 3' I6 Jr -- -- n - - - - 6 14 4 - -- 6g - - 14 + 4 , ' a -- - -- ---- - -- - -- -- - ---°r —ExTR £A � ur TOo BE VACATEDA7ED I 0' 50' 100' 150' 3a BLoO sex(rvP) •nee 201211615PPOt tlwg NOT FOR CONSTRUCTION Dt� 03/28/13 shore 10 op 23 WnMgad SnNoR Inc PI'ep i ared Savona Lennar Corporation T689 Anspram Orn� 4MG wrpwAim wd MY I��dil,14ad i'P�+AI. � � Or. ��. Eeen PrevN,MN SI.Ye Iwrut�mAr 1b Inn d tY ar.al Ym.m c5n>n�rte...Pn rn,canmm,e Preliminary Site Plan - PHONE 95Y9e T•Se60 „w own Home Area TouP1Rt wee-sm-stw Fyn M.Bhlhm R pgd ar 1M Wfd. 16305 36th Avenue North Suite 600 �, p� 06/14/13 Tt�po 41257 Elmo, nn Plymouth.Minnnesote,55446 lake Elmo, Miesota 02013 Westwood Professional Services, Inc. Call 48 Hours before digging 1 811 or ca11811.com / r I Common Ground Alliance _.---__------------------------__----------- GENERAL GRADING & DRAINAGE NOTES: r x* ^� a>, "a"�•—'0N .��,.,r ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER A w x» a ALL STIORM CATCH�ASINS T e s -+0 a 6 _ --- Ra, GRADES UNLESS OTHERWISE NOTED. SILT FENCE INCLUDE INLET PROTECTION (TYP.) --�� o __ \_ -- r�- - 1oz 'ol 'r ' - • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT — —————— - / s,— „�„�• j r 3 ) HORIZONTAL SITE DIMENSIONS AND LAYOUT. r 7 L J 1040--- 0 Bn x iR Rn o' o • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING 1 W 107✓ U71UTIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY 1 � r . 2 1 ro--^�' PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE _ I, �•� I -� +� a/ lol ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. -------1 i------�--- ---1 r -; — P6p--� r-_+ --` - - t o _ ��1' I /J\ t t` �1 I l o -I o+ . - }- • ALL RCP FOR STORM SEWER SHALL BE CLASS III UNLESS OTHERWISE NOTED / '� 1 v • ALL CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.10 FEET, RC�1 et $ /� ' �> `i 8 r� i _ I- 1 -�r+o eln�6 I RIM ELEVATIONS ON PLANS REFLECT THE SUMPED ELEVATIONS. n\ ..x 1. B a• ' ° B, MR I a,mis u� a� 1 a T a^ a I Rn Rn x/t en• ua �LOf� 0 • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES- , y��rs---=�.s4'��'�•es- ` , t ° " \\\ a± y �- - �I Na 1 n loos • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES LEE J ( EROSION CONTROL NOTES: 1 _ ab'?- _r—�•' r -r -g- ~ w o • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE & ��0•a i I 'o°ss�O ..�. I ae 0e0 ms 1 I j06 °/ ` �'�f 1\ � � /' ' Q '_b� �3 0 - r PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL ® I I • L JS . rJrxi° l�atlh l 1'"_X R I 1�•.• `c VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE 1 _ 1 — �,y 1 - i roe w0® i + I L--r - ° R R aa1 Eon ` ON SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED w•rr + ,. aaa mae ' ros ' x \ I /, ` / ��^ d` J�10 J L_'1ong 4 INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE ' 4 If AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. E a� ON 4 '- ---- _t 1\yam ewB \p6O i o ' 1 TEMPORARY PONDING, DIKES. HAYBALES. ETC., REOUIRED BY THE CITY SHALL BE t,a. _ �.-- 7�_-_•' ___ �' ✓ \ \ / \` 1 /! ` ° f os INCIDENTAL TO THE GRADING CONTRACT. I I I °"° 110'>• f �` \ \ � x d - 4 „ r � � �, • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END I I -,ea, e / \ \ r i "�// a,,, / ,•r - r a / ' r / I r� OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED '�$$.� loco yuuu2—.ffy�f,� j Jib• ! /o,�s / t '�''« Y v 1 a c /1 I+ r 1 �° I_ "g « :.., ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS- {� R1aew'4 I� R�i PW� ]0�I E� 3 •�• ±��\ / \ ° !� '1 /^ w� /0 a�+ / \ r--- — • � a so, •m1e , ea i / , 9 1« �' r�-- r-��rr"'I �.ti� t'w o+ �\o \ r � � ���� \ /. 'o yb r t, � � t• 1� 1 ' \ L • il` I ow3°,I anra ,m,�al am,s•z t • to5� �� r� 1r t �\ "`'F' _ \ . -b 1 I M 3 I �1 i B \ ,,,e ' / Q8� / ' / �i / � b a 1 \f"� b_ f•+y 8S i e g g i r t g � =z; \ t � DENOTES SOIL BORING O(MOTF - - i oz6 g 5 g DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE ------ ss - - `_t ; � � �_ I � $o � � •� �- � 1 ; •� moo\ robi. - "a s_ y/ \ - - DENOTES EXISTING CONTOURS r\ �I Ca J gr gp r n $ ry a . _^r f ° r980�► DENOTES PROPOSED CONTOURS DENOTES EXISTING STORM SEWER -------------- 1 It ap �. �'� o - I ' xt a \ t\ ^\\ I / r s- r t .� FB►—♦♦ DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE q a DENOTES APPROXIMATE TREE \ t o J(�Jlti T J ° \\ � ] , 1• / [ o^r / /� /WYYY� REMOVAL LIMITS 856 3 DENOTES EXISTING SPOT ELEVATION POND i tt POND 1 H \ I•'_/ \� • v�. m® \\ S t. ,, 1 - OND J \ w dl'e / MAINTENANCE ss�w DENOTES PROPOSED SPOT ELEVATION t NWL=926.0 c t o ! a�$ ,/ / cPei MAIN CE /' `��o / +O°'�' I 'a• �) � ACCESS DENOTES BIO-ROLL EROSION CHECKS ACCESSI tt HWL=929.0 T\• n \ ^w� Y c °jr-•J - I M1 J J / /'O/ ral ��t; DENOTES EMERGENCY OVERFLOW It �'\\. o .;y \•, „ �,rre �^ y ! � / �. ��\ / / NWL=999.0 Eor ELEVATION I 1 t s'- �\' � r •� a `/ �� % for °3 HWL=1001.B tt INFILTRATION BASIN 1s \\ \ ��•° �`'��� f ro a \ // // * / INFILTRATION BASIN 3 OUTLET EL=925.0 `a �' ' °3ae r/ -� r- By / �tal / to\ �p 1m l OUTLET EL=998.0 t HWL-929.0 '� \ \ Q,y\ / 10i'•o l '<'0"0 81 HWL=1001.6 \$ t \ /"4�°r+� t pl � Qo or BOTTOM=997-0 BOTTOM=924.0 r01 POND NWL=915.5 �� o J�F/ e \ter•` +� OPE TABILIZATION 3 MAINTENANCE HWL=919 5 �` .� \ �j �.4 _ EROSION CONTROL E ACCESS `:ate J ��. .B ro2�� - tol / •s BLANKET(TYP.) INFILTRATI N BASIN 2, •� .+�� OUTLET EL=915.0 r \ ' ALL STORM CATCH BASINS TO HWLgq919.5 _ 'tt t BOTTOMr=914.0 ~�_- - _1I 41 ' h INCLUDE INLET PROTECTION (TYP.) t OUMOT M 29 ttl t 11 1 fi02 102 1 t , 3:1 SLOPE -SILT FENCE (TYP.) STABILIZATION '1 ' tt t; EROSION CONTROL t 100' 200' 300' tt 1 It I BLANKET(TYP-) t. II i NOT FOR CONSTRUCTION 20121161GDP01 D,r 03/28/13 sheet 11 OF 23 W )699 Ma0rm IXlvw ffiwi BBP�vWm oN d1r,I u.del,:bnr,rAOFEgP`1AI. > wed CLI f Savona ding remnaryra r EWn Pra,lla.MN 6filae aa�1JM Owe a(bt 5•eu N Y•aaren �/,)/,l RemNte Lennar Corporation Drainage & Erosion m/1w/,3 xWw B°Cdr Cemm.,ls mskad R2g PHONE B62-Bar-fi150 iAl( B6TB3>-66Y2 Dream I[w c0 , ,ae 0-files Ryan hL Wuhw 16305 36th Avenue North Suite 600 Control Plan y ww•a r yks b—IF.— one 06/14/13 tie xa 41257 s.med o,e..re:In/aa� Plymouth, Mir=esota, 55446 Lake Elmo,Minnesota 1 . 11 WMAWWA ;�, PO D MAINTENANCE �rd Ol ME MEMO �av-1 U' � (��/9" �"• �, if �' ' � � �--� ���`��'►' �t! K 1 •• � .�'"�i� .�. - 7�� � ✓ '� .yam •.� \� IRMA �,•� •• � � � Ills F'�� %r,� �i �s••�� ' :•. . . ..� . IMI Immilli. �i,�: u Ilii �. _ �u�I�z - unC7 .. � � � �� ■15 -A Is J _ �j r li��€� �jlail�! �■Hii�? iit�ayil� 'ii�Gl',� ln��� rll®�Iln ����.II iiff��.M _ .. Savona •�/ a - � it n �r'J � i �u�.;>,u� F ii ry n� ii. �i '��w�l ��_� � ' ,.:. r tJ� .. 1 Elmo, o 2013 Westwood Professional Services, Inc ' Call 45 Hours before digging: 1 , ) 811 or ca11811.com Common Ground Alliance 8" DIP PLUG GENERAL UTILITY NOTES: ACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION • THE CONTRACTOR ,o, b, ,•, ,,, ,,,�,,, „„ ,o,-� ,.�---•a •a "°' '"' "°' ,of"' AND NOTIFY THE OWNER OF ANY DIFFERENCES. ra '0' • UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL ---------`- --------- ---------- --------- --------- ------------------- ------ CONFORM TO THE 1999 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER 28' H 11 MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER B-B E=1037. INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE 1 t =1025.4 "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION"MINN. DEFT. OF TRANS., 1 2 3 4 5 6 7 8 AUGUST 31,2005 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE 1 2 ROW REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY '----- .___. r • THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE f j---_---- t OF THE PROPERTY LIMITS. 1 �MH 1 I 13 • VERIFY EXISTING INVERT LOC. k ELEV- PRIOR TO BEGINNING CONSTRUCTION. IRE=1048.2 2 3 YD. (TYP. H 1E=1037.2 Q R =1065.5 MH 5 6 8 9 10 =1053.5 • THE WATER SERVICE SHALL BE INSTALLED WITH A MIN OF 7.5 FT. OF COVER THE "• 1 RE=1 64.5 MH MH cai 7 6 5 4 3 2 CONTRACTOR SHALL VERIFY THE CITY AS-BUILT CONSTRUCTION PLANS TO CHECK N IE=i 33.6 RE=106 6 RE=1 4.0 1I I 4 1O . = 8 LOCATION AND MATERIAL TYPE. IE=103 2 IE=105 • ALL STORM SEWER PIPE SHALL BE CLASS 5 UNLESS OTHERWISE NOTED - B" DIP LUG y��r 0 CP 9 1Z & . ' �49 B',DIP wM 7 v. B 5 • THE CONTRACTOR SHALL CONTACT"GOPHER STATE ONE CALL' FOR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. 7 /• ROP M f2 J 2 3 4 $ 6 6 RROP E=105 .3 I 6 H m 12 14 OUTL T G RE=1039.4 <v I o 3' 1 -- -- - ------R -1061.E -- -- - - -- =�.T---- -- 1 8" G.V, m Zip RE=102 .0� RE=102 MH - s IE=1023.0 a: tE=10T7. IE RE=1057. IE 1034.3 f 4'0� 15 13 I (T�' IE=1035. � � 14 E RCP STM I ROP H d S ++`+' RE=10 1.7 1 r 1 AIH Z MH DROP E-1039.7 1 MH MH J \} E=10035.47 RE=104 .9 �� `vim e 1 =1 N 7 RE-1039.9 I =1 IE=1030. `� `0 RE 1047. IE=1022.4 IE=1008.4 IE 1031.E MH 15 5 1 i 17 16 15 14 13 12 11 2 16 RE=to 1 M 14 MH H 2 14 L d MH IE=1032. ' RE=10 3.2 =1 5 I R 10" IE=10 22 H1 IE=1006.6 EXISTING 8" DIP PLUG S 3 IE--10 .0 • 17 I 10 18 RE=1015. 6 Sanitary Sewer a- (TYP.) r ► r IE=10 -I- 2 m1 3Hyd Water w\Volve -I 1 e- t` H ,• H 4U' I ` 8 MH r Z 4 13 7 Storm Sewer -a�- =1047.6 5 E=105 8"PVC SAN tt R +V J On a 3 4 5 I =1030.2 =1031. . MH 12 E=999.3 Tn PROPOSED 6 2 1 RE= -L pti tia0 1 021.2 H 1 3 r^ 5 8 I Sanitary Sewer -�- ,+1 • 0'6p I RE-1047 1 2 •4 + \ Water -I- 6 S 3 2 Hyd w\Valve -I--"+ 1 + 7 H RE=10 8.2 6 9 Storm Sewer - + ( POND 1 a . I 4 IE=10043.5 IE-1017.2 MH5 -+ Sanitary Force Main-FM- + 1 NWL=926.0 .� N• Jl v t + HWL=929.0 8 4 RE=1-7 1 7 / '�� H 8 9 9 IE=997 8 G FUTURE +1 ++ \ OUTLOTD / \ 3 MH - 6 ( ) Sanitary Sewer �tE=1038.9 5 t RE=1023.3 -• 1027.9 H4 01I7ZOTF I -------- water ( r RE=1037 9 - + � 9 to IE=10 ' = O P0�0 3 \ Hyd. w\Valve \\ �` Storm Sewer -ate =999.0 ------- \ I 4 5 RE 1 s� - 016 RE- 1 ------ + _ \ + �. l O =1024.1 �Qt C7 7 ,r ----- --- --_-. , � � R -1y 033.3 _- • 6 MH 6 'S)iC/OUTLOTF RE= . + + RE 1033. IE=101 102.4 t + 8 7 IE 1009.4 H r MH 6 1 H t + E=102 6 7 RE=1022 0 i RE=1006.2 POND 2 RE=1034. 8 1011.0 • IE=995 2 +, It1FlLTRATION BASIN r � NWL=915.5 IE=1023. 11=1�9. 1 + O+UTLET EL=925.0 1 l HWL=929.0 1 =91 9 1 5 es Otis OUTLOT M +1 BOTTOM=924.0 Q. ' 07 Lam^ I 1 r MN • 4cP MH / \ MH 1� 4 RE=1014.4 ` +` r• IE=993.9 RE-1028.8 R 1035.5 1023.0 • S� Aq , 1! y m RE=1018.5 `l INFILTRATION BASIN 3 + + FCC , 2 '( OUTLET EL-998.0 + 19 S\\ 12N m o 0 8 IE=993.0 'aA X 1+ < DROP M �7 BOTTOM-997.0 g � R RE=1 .4 DRO MH I RE=103 5 =1023.0 s I CaS ' =1008. RE=024.8 DROP IE 1022, IE=992.2 ?. INFILTRATION 915.ASIry 2 IE=1O069 IE=1009. g OUTLET 919,5 .b IE= HYO. (TYP. HWL=919.5 I " 4 BOTTOM=914.0 d I r�r OUTLOTMH M v + + I RE=1019,9 1++ + ++1 I IE=1008. t MH + ++ RE-1025.3 CONNECT TO EXISTING L__ IE=991.5 +� 1, WATER MAIN (BY OTHERS 100' 200' 300' + , + CONNECT TO EXISTING SANITARY SEWER (BY OTHERS) NOT FOR CONSTRUCTION STUB IE=990.4 20121181UTP01 dwg D.K 03/28/13 shrc 13 Or 23 Vru wood 16305 36th Avenue North Suite 600 iol.urBnNSRnkV �� i699 Rnepr"m D.Ive m.Rn Rq...w=."n ror r.m.o-.,q u®.a e¢oe®on•c p"W0" Oedg� C.1 Prepared for. Savona EQYn Pr rl,MH SSW {�=bt dr Vn d rM Sus d Ymmd� y/1)/IS RMe"ra ary CanmalP 06/1./13 RMf"Pb GfY CeinneiM Lennar Corporation Preliminary Utility Plan PHONE Bs)•-1. I" 86]AJT3B)? � !1{Y raum>£ 1-096-B3TS1fi0 Ryan M Bluhm Westwood -gym„r wk 06/14/13 +�=N. 41257 s.ma o=`r'R b'r�r` Plymouth. Minnnesota, 55446 Lake Elmo,Minnesota c 2013 Westwood Professional Services, Inc. Call 48 Hours before digging7: 811 or call811.com Common Ground Alliance 1 1 INFILTRATION BASIN 4 OUTLET EL=952.0 I HWL=956-0 1 B" DIP PLUG BOTTOM-951.0 ------------ -- ----------------- --- -- ------------ -----------------------••------------------- -------- ---------------------- ---__-_---------- ------------ --------------- -------------------------- ---- n H 37.1 CONNECT TO R 1 RE 7ltf •? 5 r \ EXISTING SANITARY 1 IE=10 5.1 - H M 7 8 I SEWER(BY OTHERS) 1 2 a 4 5 6 7 8 9 V 977.2 6 E 523.4 OUTLOT C I STUB IE-940.2 H'_ IE=96 2 I -1 Ol 0 IEE 9876g n 2 y RE 979.5 j 18 MH 9 \ POND 6 DIR E=964.4 i7 5 RE= 4.4 NWL=948 0 ► ► 1 =9 ..2 17e l H-965.7=95 RE= 2.1 \ HWL=952.0 3 3 IE- 7 1 951 1 J0 H / 1 POND 4 / 4 H \ RE=953.8 rMH CID0o I o u NW1=953.0 R 61.0 IE-942.8 RE=955.9 4 10 8 7 awl 5 4 3 2 1 '\ m� 2 =956. =sso.o M� I IE=941.7 f \: D �83 9 r MH_69.5 8 RH RE=955.0 112 IE=943 9 MH OP IE=971 l 958. ys° RE=986.1 1 1 = 3.5 M 2 ► ► 1 I 5 9 �& 2 E=975.1 H 1 RE 72.3 B2B 7 . 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HWL=9 3.4 HWL=968.2 POND 5�r /\ ' 7 (g 3� � I ) Water -I 6 - BOTTOM=963.0 T 5 _ 8 MH HWL=966.2 �H i.0 RE=969.5 ? P 3; Hyd. w\Valve -I---«} O--�--- \ ' RE-989.8 RE=974.7 _ IE=947, a• 48"FES OCP fE=978. STREET 1 � I -956' -• r Storm Sewer �. OT K s E-942.0q Sanitary Force Main-FM- •• \\ a� ► ► Qvc RE=971.2 R -969.3 h 800 7 i f'-- ♦MH H - _ _ 956.8 j RE=9 .61 6 �( i -Or,� pr RE=98411 RE-981-1 R =97 ___ ,__ _ �OTL IE 1 FUTURE Y =9 .6 y '9 Sanitary Sewer a- ►� z� 1-I 13 _4; '_e_ ?I '6 -� ,a- I I I Water -I- 2 sl / H I I Hyd. \ -I- ¢ 4. l r2 --j - g1 ;7 3; RE=968.9 54" S RCP w Valve IE=957.9 e> ff[�EE Storm Sewer -� :8 q :d yqt ,a r 1E=935.00 Awr 5 i OUTLOT M :e 41 ;q _4) 4 41 is 4 1 - 0 HYD. IE 9 B48 EE 964.9 EE 63 5 E-962.278" EE 948a3 la I PVC PLUG IE=94B.6 �f I � I I 1 0' 100' 200' 300' NOT FOR CONSTRUCTION 20121161UTP02 4-9 D b`- 03/28/13 Sheet 14 or 23 Vh*. ed"9� StaNau.hK. ��u�h n= q� p..,� a, Prepared for. 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Savona rp99 NAaDrr-D^.. dA.a�..r mr�,m.Jdr Yusd PROPYSAONAL a„1a+,k QL Lennar Corporation Details O6/II/I]R,pw pb Ofr COTn,lnl, CLs}ed A\Ce fiW PHONE 9629JT-5,60 rsR 95;-9aT-5R21 �� tau mae ,aeR.aaT.s,so Ryan K Blubm tl 4 D—L.1r/d.+. 16305 36th Avenue North Suite 600 Westwood YANww.--dp.— D" 06/14/119 nod.w 41257 I I Plymouth,Mb=esota,55446 Lake Elmo,Minnesota 02013 Westwood Professtonal Services. 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Savona aJ Lennar Corporation Preliminary r999�nN••o m.s Pgw.ww.r d,r c...a.H use Hama+a odst E09n PryIrN,MN 557NF IIfaa/���9w MA d Ne 99m d WudN 95/1)/•J R.wFw Ps alY r.MTw�ti 9p/�F/�]RMe.M OIY Cmxnrt\ � R]al PHONE 95�-9d)-S1&1 FM 9.t-9J)-5.f1 oti9� xw Street Profiles TOLL �a 37-61w Ryan M Htvhm 16305 36th Avenue North Suite 600 Vkshviood vw+K paaan D� 06/14/13 uawP xe 41257 °md wa•tu 6PidPle Plymouth,Mimmesota,55446 Lake Elmo.Minnesota o2013 Westwood Professional Services, Inc. Call 48 Hours before digging 99 9 811 or call811.com Common Ground Alliance 1100 � 1100 ,n 0000 a.o 18 ao goo u3o mo no 00 oW r3o mo no 1 nn a. 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P, m0 M1V) o� Nr a+? °'°' N6J Na, 1090 1 00 1100 109 ° cr wm rna� a no v<i NK3 mad as <a iF3a u3m 12 o o +nin w-- 00 00 00 00 00 00 00 00 00 00 -ita ----- NN +nY NI A"i W.W .. .. 108^^ 1085 109 o0 L 00 0o 00 1095 1080 080 109 1090 107 "'�=" °° `._ 075 1085Ao"' 1085 PY b1.Nmm 107 °'°° LL _. _ 070 10 0 1080 10651065 107 �___.,_1075 1060 , 60 107 _ yx a j 1070 8 L 5 t 1055 x§ __ 8_ - _ __.—LQ55 1 6 -_ c 065 1050 -- ---" �___ 050 106 0 0 1045 - --- 045 1055 -------1055 1040 __—_ 040 105 ---- 050 1035 1035 104 —-____1045 1030 n 030 1040 0 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 STREET B STREET B �Zo--Q0• NOT FOR CONSTRUCTION 201211610TP03 d.q nam 03/28/13 shoat 19 of 23 Prepared Savona Preliminary W-***d 11 t —1$.M."ins. 3 he.q.eery Wr u`plo,../+eF.r b••_®e•� Ba�falaosa for. 16BB•na0•vP Drive dhex.Pev1�a asd dW I m.day arced PlaPa�efiAL Dede+ek OJ Eden PlRlne.AW GSW4 > Ode de leR d dY aetl d IEm.m OS/t J/i3 fte,:v.Pe GtY Cpnmml+ O6/+'/3 Rewen ps G'v G>mm.n' >� Lennar Corporation PHONE 962-93T4'S0 5a2x Street Profiles IM 90-031. tau mEE 'aaaa31a1m Ryan M.Bluhm - 76305 mo Avenue North Suite 600 Westwood , D— 06/14/13 u�Np 41257 Plymouth. Minnnesota.55446 Lake Elmo,MinnesotaWkistwvod c 2013 Westwood Professional Services, Inc Call ours before digging 811 or call811.com 1080 1O80Common Ground Alliance N r, n Co h r, p 0a�0 M00 00 00 00 00 00 00 00 00t 00 0! ,pO n I, 0 1' 11 N r 10 a. 1 0Q 107 art '^ � N 76 n N nN N �NNN' INCN N conAz NM rMn n NM N i" 0 N NN 075 00 00 00 00 00 107 rNJ n a n T 7 ^^« N[ _____.... 075 1070 �%°*`•°= 1070 00 00 00 00 00 0o 1 7� .P�•-a m 070 106 b..K 065 vx acv.,a,al _,axm o. sow 1065 ,.K 1065 10 n;:�;;� 060 �—-�> °�„'9;° 1 60 S 1060 105 g $ 0 5 1 Q55 a -----------1055 105 I.TI s#— 050 ''i:nm " ` "• ri,sri:it eim m�< �i� - - - 1050 104 105 045 104 $s --- - 45 1 4 ' $ 040 104 , -------- 40 1 3 _- 1\ ea ! 035 a - g 035 1 3 y g� 1 03 1030 103 f ------.1030 1 -- - _ 1025 102 025 1 2 `'Z� 1020 1020 0 0 101 -----_--_ -- - 1015 1015 015 101 1010 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 STREET C STREET D 1070 aaII 070 ODn NN N^ M4a Nm NIA 'in1030 _ 1030 106 roi nn rrA of rri oci o_0 o .1' og 065 o 0 0 o o pp pp m m _A n O_O DO o 00 as 00 ao O OS o4o O MO •'IO O MO ns ,^'O Mm _m Om Nm 102 � �n n� 4g utipp o� 0 moi oo mai -- 0 5 1 60^ mpt�� mK5 mpp ma mq1 mm oo mpf - < 060 m mm mm m� mm mm m0 mm Mg mm mm 1020 LQ20 ,NarW MpLLY-�W 101 "•:gin _ IM5 1 Q50 050 -w ` 1010 _. 0 0 1045 1045 $ 1005 ' s 005 i 10 ° 040 1040 1040 K 1000 1000 1035 035 103 N d am 1035 - 0 00 as 1030 030 103 1030 99 $-__-- e$-- - --- ' ' _ _ '__ 95 Imar< SNY: , 9 ' f 9 1025 °�, s 0 5 10 0 5 g 102 020 10 1020 98 8 98 1015 - s; $ 015 101 ----- - 015 1 10 `� t § 010 101 ---- _ 010 97 75 ---------- - €a 7 __970 1005 - 005 1 QQ5 005 1 2 3 4 96 965 1000 1000 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 STREET E STREET E STREET G 0, 100' 200' 300' NOT FOR CONSTRUCTION 20121161OTP04 Awq D w 03/28/13 sheer: 20 os 23 y Prepared for. Savona Lennar Corporation Preliminary ` Eswss a,.crm om. ae.a wP...w.ma mr I.m.my Ise naee®ow.c o.dw� aL Pt• <,IIe 6631s ��w4r lb<Im d Mt 9m PI�� OS/i)/i]eM«Pr GIY Lanmsil< P. RICO PRONE 95Z&t)6,60 „� BSA3� D.— „w Street Profiles Tau-Ply Id 3?41M RYea M.Hluhm Ref Dn,.lsw Wd— 16305 36th Avenue North Suite 600 Westwood www.weru<o.ka�mm — 06/14/13 r>�r xo 41257 Plymouth,Minnesota,55446 Lake Elmo,Minneeota 02013 Westwood Professional Services, Inc. 4. nN ^r m N a ,n Co �o vN Call ours before digging 10 uyN N nn N On mr -p No, 811 or cal1811.com00� a E 65 M 0M Pi7 NN O� 00 oD0 IN g W^W d 1P < 00 0m o' mm m n Q 0 � N Common Ground Alliance m me, ON CIO om 0,N , . 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Lake Elmo, 02013 Westwood Professional Services, Inc Call 46 Hours before digging 811 or call8ll.com Preliminary Plant Schedule Common Ground Alliance PRUNE OUT MISDIRECTED SYMBOL OTY COMMON/BOTANICAL NAME SIZE BRANCHES PROVIDE ONE CENTRAL LEADER - I OVER$TORY 690 Sugar Maple/Acer socthorum 2 5"Be -- I GUYING AND STAKING AS REQUIRED. Autumn Doze Maple/Acer x freemanii'Jeffers Red' 2.5"Be - FOR ONE V)YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: Northwood Maple /Acer eubrum 'Northwood' 25"Be _____ __ _2� _.._ _ TOP STAKES 5'ABOVE GROUN❑ Skyline Honeylvmst /Gledilsio triaconlhos inermis'Skycole 2.5"Be - (MAk.)OR 70 FIRST BRANCH Northern Pin Oak/Ouercus ellipsoidolis 2.5"Be w - rN, a•"-�- _ y}�.- ..._.r. ,a ra .a. BOTTOM OF STAKE 3-(MIN) ' ! ; - _ - -•='L _ --•` �� - BELOW GROUND STAKING Red Oak /OuerCus rubro 2.5"Be 'd p, 'pep, 9 ,e - �yM1• :�I .M P,— 6:' TS TO BE 2"%2"STAINED Swamp While Ook /Ouercus bicolor 2.5"BB •- _ '' i` _ - -_ _Yr WOOD OR PAINTED L Bur Oak/Quercus maCrocarpo 2.5"BB _ __ ._. -.__.-,- ^.y._..._"_...u_.e. ___-__- INEATOR POSTS. PLACE 3 _ _ _ DEL 356- _ c ]• - � __..- � \ Mockberry/CeIUs ocadenlolig 2.5"BB 11• -1 9$e - �� L g�; �,.-�.9�42 4 I N, i' POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL Boutevortl Linden/Lbo americans'Boulevard' 2.5"Be • ° - —� D.-( .-• ,p. \ a _ SECURE TREE TO POSTS WITH Greenspire Linden /Title cordala IGreensp re 2.5'Be r � 16"PO LONG POLYPROPYLENE OR DIscov ry Elm /Ulmus d"dicna var japonica 'Discovery 2.5"Be 966 'W W/WTC ' I � 1, POLYETHYLENE,40 MIL.I$" ••w° �� WIDE STRAP Princeton Elm /WE americans 'Princeton 2.5"Be z �:Wj _�' \ {q,• �� ., PLACE MULCH.DEPTH AS L •• / r, I SPECIFIED OVER PLANT PITS- ORNAMENTAL 153 River Birch /Betuto nigro 6'HT.,Be CLUMP l m ' r s ; \ i I I •�" DO NOT PILE AGAINST TRUNK Thornless Cocks ur Hawlhorn Crola p / egus crusgalh'Inermis 1 5"Be FORM 3'DEEP WATERING BASIN (.THY,p JCDOnese Tree L4aC /Syringo rel,Nlola 6'HT.,Be CLUMP f- id' a % >�p \\ j•.� BACKFILL PLANT PIT WITH �� 11 Allegheny Serviceberry/Ameloncher loevis 6'HT,Be CLUMP SPECIFIED BACKFILL SOIL Whil"pire Birch /Belulo popuhfollo 'Whitesp,re' 1 5 BB _ 240-- SCARIFY SIDES AND BOTTOM OF Proirlefae Crab /Molus'Praeiehre' 1 5"BE / _ r- l/, a ,, •' - ;_ 944 •- `I I _ - HOLE Pfusi 'Profusion' FOR NUR 1 5"66 7'.p + + daM1 0 ` ` - •�a A,--• ---•—y46 , I y REFER NURSERY STOCK FOR ow G now'Profusion Crab /MoWs AMERICAN STANDARD Spring Snob /Malus'Spring S 15"BB MINIMUMO BE PLANTEO AT OR OR EVERGREEN 385 Block Hills Spruce/Plceo glouco denseto 6'HT.,68 'Id ' - 1 NEAR FINISHED GROUNDLINE _ Colorado Green Spruce /Piceo pungens 6'HT.,68 1 W. yA--- I SET ROOT BALL ON UNDISTURBED Austrian Pine /Pinus nigro 6'HT,68 1g 3 _ SUBSOIL OR COMPACTED SOIL 0 MOUND MATCHING TREES NATURAL Norway Fine /Pinus re5naso 6'HT,88 J_ - - - -4+4-- GROUNOLME W1 FINISHED WITH SITE SCOIth Pme/Pinus sytveslris 6'HT.,Be A,�u 976-" nM1 e - ftHemxr /' GRADE N.T.S. EVERGREEN TREE RENSaJPineWhite Pe /Pinus stroDuS 6'HT,Be tAST - PLANTING LA29 NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY \ w _ 97 as• PRUNE OUT MISDIRECTED BRANCHES PROVIDE ONE CENTRAL LEADER F GUYING AND STAKING, AS REQUIRED. FOR ONE OECIDUOUSt nN0EAR CONIFEROUS TREES ON ALL Planting Notes TOP STARES 5'ABOVE GROUND f ' _ (MAX)OR TO FIRST BRANCH 60TTOM OF STAKE 3'(MIN.) 1 CONTRACTOR SHALL CONTACT GOPHER"ONE CALL"(651-454-0002 or 800-252-1166)TO VERIFY LOCATIONS OF ALL BELOW GROUND STAKING POSTS V TO BE 2'XZ'STAINED WUUU OR UNDERGROUND UTILITIES PRIOR 70 INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL PAINTED STEEL DELINEATOR r 2_ ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS J _ e fa Q . POSTS J 4 •1 y POSTS PLACE 3 EQUIDISTANT AROUND AND OUTSIDE ROOT BALL SECURE 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA a `•�•' ' I r_ TREE TO POSTS WITH 16"LONG POLYPROPYLENE OR 4 CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE POLYETHYLENE.40 MIL.15' OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING REPLACEMENT PLANT WIDE STRAP MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING TREE WRAP MATERIAL FROM l a�} - •) GROUNDLINE UPWARD TO FIRST 5 PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK(ANSI Z601-2004 OR MOST CURRENT VERSION) BRANCHES,AS REQUIRED REQUIREMENTS FOR SIZE AND TYPE SPECIFIED PLACE MULCH.DEPTH AS SPECIFIED. OVER PLANT PITS-DO NOT PILE 8 PLANTS TO BE INSTALLED AS PER MNLA&ANSI STANDARD PLANTING PRACTICES. \ P� r,,•( AP p ETER AGAINST TRUNK FORM 3'DEEP WATERING BASIN. 9 PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; BACKFILL PLANT PIT WITH SPECIFIED TEMPORARY ONLY y91 %• '''` - �' r1: I BACKFILL SOIL SCARIFY SIDES AND BOTTOM OF HOLE 10.OPEN TOP OF BURLAP ON BB MATERIALS. REMOVE POT ON POTTED PLANTS, SPLIT AND BREAK APART PEAT POTS I _ - REFER TO AMERICAN STANDARD FOR 11 PRUNE PLANTS AS NECESSARY- PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING NURSERY STOCK FOR MINIMUM BALL AND PROPOSED TREES f• SIZE ROOT FLARE TO BE PLANTED EXISTING '' - / ] F e • AT OR NEAR FINISHED GROUNDUNE +2 ,a- T�.• 12 STAKING OF TREES AS REQUIRED: REPOSITION,PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR a TREES TO ��( `L. J SET ROOT BALL ON UNDISTURBED R�`M %. SUBSOIL OR COMPACTED SOIL MOUND 13. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING LANDSCAPE MATCHING TREES NATURAL _ r CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS GROUNDUNE WITH FINISHED SITE GRADE. N.T.S 14 BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877(SELECT TOPSOIL BORROW)AND TO WOMO •T ' DECIDUOUS TREE �Au o5 . BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS,ROCKS LARGER THAN ONE INCH,SUBSOIL DEBRIS, AND LARGE WEEDS PLANTING LA28 UNLESS SPECIFIED OTHERWISE MINIMUM 4"DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12'DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS '� J •;" I, •yA Y� 15.MULCH TO BE AT ALL TREE.SHRUB,PERENNIAL. AND MAINTENANCE AREAS TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS Landscape Requirement Calculations WITHIN TURF AREAS PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2"DEPTH SHREDDED HARDWOOD MULCH &� •r ,� r,, } •; PF - 'µ •• _` �• 7 MULCH TO BE FREE OF DELETERIOUS MATERIAL I •� a A, ti •- •,1 u LANDSCAPE REQUIREMENTS: 16 EDGING TO BE SPADED EDGE,UNLESS OTHERWISE INDICATED. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH _ TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE,SHRUB. OR RAIN-GARDEN BEDS TO 6E SPADED I• (� - - I SIX TREES PER ACRE X SITE AREA(112 6) = 676 TREES REQUIRED EDGE,UNLESS NOTED OTHERWISE _ 6 CALIPER INCH 974-_ - -T2 _ _ 968 _ 6-1 _ "CALIPER R/3 HEIGHT MINIMUM) ( ) 1 AL DISTURBED BE O L OTHERWISE N SOD TO B STANDARDINNESOTA GROWN - -- -- - is�= -� - 9� STREET ETREE REQUIREMENTS: 67 ES 7 AND HARDY BLUEGRASS MIX.FREE OFLAWN EWEEDS.UNALL$TOPSOIL AREAS NOTED BE RAKED 0 REMOVE DEBRIS AND ENSURE - 264: �?_ _ sve Sea 1~ - TREES PER 100 LINEAL FEET STREET(31,329 LF) - 627 TREES REQUIRED DRAINAGE SLOPES OF 3.1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MNDOT SPECIFICATIONS I - � S 1002-- --..—' 2 I (1-1/1*CALIPER MINIMlIM1 (940 CALIPER INCHES) 18 PROVIDE IRRIGATION TO ALL STREET TREE AND BUFFER LANDSCAPING ON SITE REAR YARD AND OPEN SPACE PLANTINGS WILL NOT BE¢ I DSCAPE TOTAL TREE REQUIREMENTS, - 1303 TREES REQUIRED CONTRACTOR IRRIGATED DE(SHOP DRAWINGS G$TO SYSTEM TLANDSCAPE O BE ARCHITEUIUD CT FOR DAPPR APPSCAPE ROVAL PRIOR CONTRACTOR INSTALLATION OF (1,616 CALIPER INCHES) IRRIGATION SYSTEM CONTRACTOR TO PROVIDE OPERATION MANUALS.AS-BUILT PLANS. AND NORMAL PROGRAMMING I_ SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE TOTAL LANDSCAPING PROVIDED: = 1228 TREES PROVIDED ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE �g I (INCIIDE ALPLANTINGS ON-5 1 (3,070 CALIPER INCHES) OBTAINED FROM THE GENERAL CONTRACTOR I 19. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL OWNER WALL NOT PROVIDE WATER FOR CONTRACTOR Ifififirrr I :*NOTES: 20.REPAIR,REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE • • STREET TREE LOCATIONS AND SPACING ARE SUBJECT TO CHANGE BASED ON DISTURBED DURING CONSTRUCTION { i CONSTRUCTED DRIVEWAY AND UTILITY LOCATIONS 21 REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST 70 OWNER. ——_———_ —— _———— I I NOT FOR CONSTRUCTION 20121161PLP02 dwy 0' 100' 200' 300' rlRr_ 03/28/13 slr.e 23 OF 23 . W.dw9adfs•hd9rws.9loAlnc .. w. u y �PaT prepared for. Lennar Corporation Savona Preliminary Landscape d- MN�` ]699 Mapram Oelw AIIOSIRT mdr ih Yn d Ib SaY d]BwoLL 0!/�]n]Re•".ve Giv C•m,emta os/ra/+]R•w•ow Gty C��t• CEadNi PHONE 95TA]7.6 Plan FAY! 95f-03T-SeT3 DAPS rou FReE ILe&93].6150 Cory Meyu 16305 36th Avenue North Suite (]00 YYestllwod o• 06/14/13 t No 26971 �� `I'/ Plymouth,Minnnesota, 55446 Lake Elmo,Minnesota