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PZ Packet 05-23-11
LAKE City of Lake Elmo ELMO 3800 Laverne Avenue North Lake Elmo, Minnesota 55042 (651) 777-5510 Fax: (651) 777-9615 Www. LakeElmo.Ora NOTICE OF MEETING The City of Lake Elmo Planning Commission will conduct a meeting on Monday, May 23, 2011,.at 7:00 p.m. AGENDA 1. Pledge of Allegiance 2. Approve Agenda 3. Approve Minutes a. None. 4. Public Hearing a. BREMER BANK PUD AMENDMENT. Consideration of a request to amend the Planned Unit Development for Eagle Point Business Park to allow the expansion of the parking facility at 8555 Eagle Point Boulevard. b. FENCE ORDINANCE AMENDMENT. Consideration of an amendment to revise the requirements for solid fences installed on and on double frontage lots and used for screening purposes. 5. Business Item a. SOUTHERN LAKE ELMO — PROCESS, GOALS AND VISION. Review of draft policy document concerning the vision and goals for the I-94 planning committee. b. FORM -BASED CODES DISCUSSION. Review of examples of form -based zoning codes. 6. Updates a. City Council Updates i. Hidden Bay Trail Variance b. Staff Updates i. Variance Legislation ii. Lake Elmo Park Reserve Western Trail Entrance Open House c. Commission Concerns 7. Adjourn PROJECT: 2011 PARKING LOT ADDITION VICINITY MAP Bremer Bank 8555 Eagle Paint 310. Lake Elmo, MN 55042 FRAUENSHUH INC. 380 ST. PETER STREET, SUITE 150 ST. PAUL, MN 55102 INDEX OF DRAWINGS T Title Sheet C0.0 Topographic Survey C0.1 Topographic Survey C1.0 Demolition Plan C2.0 Paving and Landscaping Plan C3.0 Grading and Erosion Control Plan C4.0 Utility Plan C5.0 Details E1.0 Electrical Plan E2.0 Photometric Plan PROJECT CONTACTS Project Contact: John A. Nemec III Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 Tel: 651.481.9120 Fax: 651.481.9201 Electrical Engineer: Scott Rieger, P.E. Dunham Associates Inc 50 South 6th Street, Suite 1100 Minneapolis, MN 55402 Tel: 612.465.7550 Fax: 612.465.7551 Civil Engineer: Michael A. Murphy, P.E. Larson Engineering, Inc. 3524 Labors Road White Bear Lake, MN 55110 Tel: 651.481.9120 Fax: 651.481.9201 GVL ®R"'o Y dro Gopher State One Call rnwcmanen. eelewmaz mumse lmazamee ILI.11'..... Ilu C .rA snob➢ 9E V Dorm r'o"Wx10.M. ,,"o., coM9mucTor. ti £ G 2 =cW 8 a o wda��m Jwm3 s 0 U Z_ _ � o NN" Z VJ ~ J z a m a w a o y m � � m z0 >N J p aZz Q dao a � W W � J J W o O "g N J ° F s oryorolly orrIyIleo. zpselkeaone or MPP woe prelered anme or una or my direct eupeMNon dlM1eu am a duly lmon od Proleseunal Engineer order Ne laws of the eqb of Mlnneeole. M0M1ee10. MurpM1�.E. Dole: 06.00.11 Nor. No.: 42We Rev. r.. Uror"bn Pmlecld: 121W106 V.6y. KDK Z. JAN Ioeua aa.: 05 MAI Sheol title: TITLE SHEET T m: lmto p + ry ELEcmciRRxeMlssax CNE._, w WarvAae ANPUDLnr g IV IWI - + ^p`` �° ,� MENi PERCCC. t1A9r {`V + - {` h ^ µ{A 0 �° y n° - i ' FAgE PERFAGIEPoW! ,q ,da' ♦A" ♦ \Wa , n li°^O i (µ MPPDI( MFAUNLB APE 1Dll' I a NE69PIAIt RUR°B CN i°vcx,° B R EM ER R' 3 4S FpbEMEM FEfl UUC 10&°M) ^ 1dL^ 5 iB3J + +♦ , +`� +`� + 589°38'02"W oP 1310,26 } r'a e r x x °' r°a a`0 ✓ rma d" 'ep'1 oti? 4_a_ s_� ,a; —�� a--- � -•- _ p ��o _ _ Mz SERVICE CENTER n DBs.. s , ds x wzr 'e—'ee o T �9Hrs6@-"- Omar--� - ,. aP' i +` ^5.: .`dp ,o°^'° C ry } I. "'IbfZ6` C^, ° _ x. adv r.. M' Adm] _-Mia . x1°"�' )a > +♦y yd55 ap°+♦aae +� t ^ dls +, + +^ - +�,3 i g 5%{ ♦ jef d a4 ^aa �'B +`n) ° \ soxt J�+ + xar °�1afi° X *Z-,2--,♦ ror3y'd � y --u°-{ �{' S + Age1e 5 `3P—`- 1BSA�a` °^� " pe HL 1BZB \00N F` + ♦d6 { iia°\.,.. +B♦d" }'',r$$' \BBa R♦aa',mso + ' Y' ? �° a� aa° \a\e _ 4' \ d0'e ,°0' 'Co xloa]-1Bu a xlAw.+. x °Q''r A" e \B\ P`--�- . m° aC kms_}�` . g 9 sAn 3 , t5 aP g dP ay p. �otx - +dy "t'Cx t1 y to i,, x', �?I ``_T � ps9"�v"` �e x msr �. Jo LAKE ECMO, #nu -Y- }ve x %ia< + .t-,a♦°`%0 ^031 4"0^ �J 1 x ` x ` 5 } �°J'r°n4 �P' x,Mss+ {♦ap aM� „T°< �,Yy �,p ! �1 5 I3 'hl 0 1 t , x t_t ` , ♦P. "L. V'- x �_ + 0^^Y +� ` 1 + P 8 ♦O,BP N♦ °,0,1 .' +S ♦af {`0 ♦P `y note }`Cd,") a+°` - \1+°``a' ldf9 _ a 1� > .1 0 _ _ _ _4 ♦ i dP ,d>' 4 a 4 .dP°-_ r°'i d? d + ^ + dB'\x ^ ! o. C. CS a,♦ Ce DM C° "' C r`as°' /0.,a APN°^°s M FN ^SS +y4 + s °, ^ 4 ._ `a .1 `B` i x S >°zz '� +` + + CONTACT: 3�Po +Ex Pes-5 t .m" -i1 °` S D m _ + e 40 + Fee, /Por Nv1DDSJ do t pa' amlMlxous-DRNr:RxpeaRxlxapPEq x ra +o\s 1D1 ♦� cora,.., @ u a M \ °. "EZG asPt; C'' ,dp` a , Oa^' .x, . %5 ^,8. , IiVMINDVa U6ryE AxG PARNINDAPE♦ ,8 - JOHN NEMEC + Ad1 L. RM moat •a' ♦� d@a �LMRaxsunAR ,ad P a a` ,d s IR,Ea ♦a' ♦e' ,y °♦♦P ,d^% ay a+♦d B¢t �P IE�XPXON `pO`9q x1aDs°w?x +;, B� gyp. .m > z s„nxe :'xam a °rz ,x y as c d e CARSON ENGINEERING °�yy, Drs x1' ♦a i c % Rc xmz ♦ax s•Rcr t }`° J y 3524 Lahore Road �� P :� ° �'♦wa°orae x i�` i° .d e] ��_,mv ° ma IEx La- +g11o`>1a De l ♦d'i. 3 a _ h White Bear Lake, MN \ IRRpµ + \ 'Po ♦Ixvt°Da1 x x�a a ^ 5 - c rvµioae olSEl 3�'qt, F1-1QCaA l # {♦a`° 55110 -51 00 `' RIM -1n11 GRUMINOUBDRIVEANUPARNINUAREA E V 9 �i \ IM/•BO 11 ION 11111 Nv 211E) .1 \ \ S 4y t'.Ixv iWiR a 0 _ ? Phone: 651)481-9120 ,mata° n °¢ a ry e 1 >Ot `C9P ° C3 C % 9 C,SCp a ,Q2yµ +S``♦ t r ^ � B.D. � la} }a ° at ° ° ° ° . to � J 4a d +ay I\ I /'Meo x T d @' ♦ D &/o/ \ \\ . r `'t 3 dy.. ,♦ry ° t'...ti e`s' `•_Pioa ON.ERT ap♦o-`.. &days a' COUNTY: \ \\ Years 1 .3 T• ' g ° d ♦a S ° + 0^ +,a`d Drse X m,.a. +°° + ti + +6P P + + `� 4ea 'a� k�I k BITUMMOV80RNEANDPMNNGMFA �VRBR Qa. F�F° ,°^ \JB }A/CO LJNTY N r, a Y/ A. \ 4 \ � Wea a ^ oy u ,yjl 'A�''L°”— a" a°ox m mmen♦C" +>m° ,�,yJ O�` 1 VICINITY01 + MAP: a%^ o > et IJ �"{° y/♦�&1 \ n,b�44 ,d J S ,° ♦.r+ ,. er : +, ISO I 4 MST $EAG.n101 11101 ( �° @p\ F. n ` b eG( 5d r r�lpO `a a) + I ME STATE OF MINNESOTA DOE NOT 18 j�JY//I ®� r� \q': °% 440 9LDc'QCHr= u ,, +.`°`S` t a°p reel RE¢uIREASEu o IT ni qy,y� =1s9 rF+/ d' pP t a ,o by II o �t REVISIONS: Z a tDTI sT. ry a \ Ui \�.° O ° '4{" EIRsr i300R _ <A a5 y RIM• A11A 1 dry a aV ,V',p \ r ELEv=ror3e + } Ex ce + ^ h N R + NOTTD m ..5f° m go .EIRsr FYooR ). • M ,___ aS INV.IDDrt r ,L` ++ h } 007E REvlslOw +' as '� t 2-23-11 wmAL ISSUE loco 10. k 33 +`a, e� 3-30-11 ADDL T0PD y 14 12 a u.,D RICAN." ,,1 ♦P `: a Pv PEnvuM . °rsa Lux .^d° /I MISTING BUILDING v • w:a �^yary z:n � c" Rd :y {y� yo 34 it 1'04 +CERTIFICATION: 1a +° m x IM1ereW anlrymumle Plan x/ae Prevarea `. VALLEY CREEK RD ,p �+ vp CITY OF LAKE ECMO, MINNESOTA. I } .a` ♦ ' °>J. °* '[• --nrzn aoar '4 X0,4 d r• + q� �` v cWtIamunaer mYmreneuniturOor ane ,d" } + t °a--{Il;si EeoDa % i M o r >'d 'anI re I—yU<ensea Lan a Eu ` EIEV 10100 I� uatler lM1e luxs °f rFe ION.f MINN6pTp, W i Y 6 , a1 \O 1` aEV=10r4,0 1 ,+,: �3 isr xmizz y �, ,Q�'yay sy urtl h Z {, d' y. y" ^ 3 ,{[ Uinlel LTM1um,ef AeBls 1° N° E5i18 LEGAL DESCRIPTION: a \� +ary y, „ d'\eL,°\G a,P ]3 a' a' ; °`aOQ I� i '' Dare 0z 23 10 +' T 3i/ xr° RxpeG \ < •¢ 11tH I vy k d^5 C^S wo,d,15 POLE a1^ ^ ♦rvt uN C bathe1. Blacks EAGLE POINTBUSINESPARK FRO ffie Re ON according > .xf�tA' n1 rv° y _ Io the plat forWaereofflleaofrti, nd IN MUneSO (Peof thecaoeofTineTitles > D e i B cexueiewu. 1? 5 In and far Washington county Minnesota leer CertlOcale ofTine No. �+ 73 'J ` +`° yi A "` `a" / sd *a?yp6 J +PROJECT LOCATION: 561 Ti) oFo a` UMINOUBP IN Ex La S zue °T dPDo I t A iFlRSIFLDOfl IXB�.MH DR +-I 10100 R. a�qa9I m y P EI£V ]013.9 dT M'g1 11tc1A-- x�Kd`0 (. INV=LDVERE °♦9P - / R ,, ]a,x1.1"S 5 5 5 � q AND a� ♦� xv=IDmB IBHTMei df' #� ♦%iy'4° d" ` o go- �' -+ 'he let EEgGLEPdINT BUSINESS PARK 2ND ADDITION. accaMing [° sg d" a+B�r + _E'•" Asa ° �¢d\IEC the plat thereof filed of recod In the office of the Registrar of Titles In e e _ { .,y� tltlY� Ca° ypypyp 599d for 57)WCDRITUI County, Nlnnes°ta(Par Cerdflcate of Title No I g^' P df._ +♦" A a,¢ a +� 8f,'., S ° 1"RP ° >> 5 L° igC°y �� sox y�R _.+ r ' a`' 3 '� EAGLE POINT BLVD '° ` + y0 d con p 4 # AREAS: aEm ,cox Mq a, }air PID #3302921410049 x 1 a,, PROt UBMp3 DRIMNU..DRIVEPND,BARN HUNTER r ♦° + t I' Drz d s♦° q a PID #3302921420007 d' It end }+ 5 ° d1p41.... D1vx }A rop } °♦ _.. - s "e °r '� } LOT I AREA - 585,962 SQ. FT./13.45 ACRES > sa OUTLOT EARM = 63,74( FT./ 1.46ACRS wr. ,�' W y S e "x Dig ��11 �q Px BNMPI ices + ,. R ♦d RIxIMvre-1s00B,1s.1� � am mB _YeDwInn Dtaa ` a s ° x1SyS O d ♦�1C + I0B15._ txY }• grtuMlnU�{18DRIVE �m♦oma. E�% a+e {°d g 'k`0` d +`°" E%CE S°i ^ }♦a :$ {`°` +10 g yds`^100 °_ gdR ,I� 3U IB flBi99 444# Pn:GrtteR ♦N PIM iWl. ,d °aP RIM 1011 ] °♦N N°{ aW n `P 0ffi - °' ma cG au D1 dry ^ C:. 200 StURWeterEt 8MN 560132 B v VIED y NV 9NUW PAQ@D ...Ra A A _Iwemei Eexlo- e4 4' I, `6 D5 " hoxe, cuaswVne PhoneFax 851.25.8976 NORTH _ 'RIM=1mDT m rs P.. ♦d a ,aP' "� w D 40 80 dar@casx n i ♦. ' ° x., 826 73 or _ 'Wa °'b 'Poi .aT° >Poa >4M ° ]Ar +s µQ4° xI LDtJ + � 1. ay / \�. B q o. 1011 rop }° drvt - rss' 4a }`0 411w t+mlP° +,o q�R" :1P aN "4I RIM•iDWa •� t af° _ * + + 5 xvv-a°ae'a�nl +`°^♦. +` ,P i ^a^s \� 'O° so \ 'N - s FLOOD INFORMATION: SURVEY NOTES: EASEMENT NOTES:¢° A UTILITY NOTES LEGEND. y + + + BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE X' OF FIELDWORK PERFORMED FEBRUARY I4-21, AND MARCH 25, + USU6IECT TO ELE4RIC TRANSMISSION EASEMENT PER DOC.21697 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN 0 D54OTB MONUMENT SET o TELEIEL. FOX CORNERSTONE ME FLOOD INSURANCE RATE MAP, COMMON" PANEL 2011. SHOWN GRAPHICALLY. LOCATED FROM FIELD SURVEY INFORMATION/ AND MARKED RIS 25]18 ELECTRIC SE DATED FEBRUA0.Y3 2010. ZONEX IS AN AREA DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE TOPOGRAPHIC FEATURES WERE SHOT TO THE REST OF OUR 2) SUN ECT TO COVENANTS PER DOC. NO 1065503 AND AMMENDED BY EXISTING DRAWINGS. THE SURVEYOR MAKES NO FLOODPWN ABILITIES. INVERTS WERE TAKEN AS CLOSE TO THE BOTTOM OF DOC. NO. 1118152. NOT SHOWN. GUARANTEE THAT THE UNDERGROUND UTILITIES LINE THE STRUCTURE AS POSSIBLE. VA SHOWN COMPROMISE ALL SUCH UFIUTIES IN THE BENCHMARK: IARGEPILES OFSNOW WERE PRESENT ON THIS SITE.ADDITIONAL 3)SUBJECT TO DEVELOPMENT STANDARDS PER DOC. NO 1092260. NOT SHOWN. AREA, OTHERIN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANTMAT THE + U ILMES ANDIOR PAVEMENTTRANSTOONS MAY EXIST UNDER THE OPTIC LINE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT e0 SNOW COVER OF WHICH WE ARE UNAWARE, 4)SUBJECT TD MONUMENT AND LANDSCAPING COVENANTS PER DOC. NO. WU`TION INDICATED ALTHOUGH HE DOB CERTIFY DATABASE AD D 1094005. APPROXIMATE LANDSCAPE EASEMENTS SHOWN GItAPHICALLY. THATTHEY ARE LOCATED AS ACNRATELY AS CODOTLDISKGEOVETIC C STAMPED'9282 AMPED 1990'3426.VDINTL 13 TOP CDR.) SPOT NRB LINES AVAILABLE A MINTOTSON 0 POSSIBLE FROM THE INFORMATION AVAILABLE.MOST ILING OF SOUT CO. RD. (RADI ft0. 13 (RA010 OR.)BRIDGE 82843 RI 2 RAILINGERSTTE BLNG.AS BLOCKTHEGUTTER CKELEVATIONS ELEC RONIC THIS NLSSOERMSE SHOTS S) SUBJECT TO STORMWATER AGREEMENT PER DOC. 1110324. NOT SHOWN. UTLUIES ARE SHOWN BAS LEFT OVER INTERSTATEHIGHWAY 94. HIGHWAY 9 LINO FC URB ARE TO THE GUTTER LINE OF CURB UNLESS OTHERWISE NOTED. GRO T GOPHERMARKING ONE LOCATE TE THEGROUNDIN35 ELEVATION = 1008.33 SIGN ADDITIONAL EASEMENTS OF WHICH WEARE UNAWARE MAY EXIST THITOGOPHER TICKET #110920356. THIS SURVEY HAS NOT e DENOTES FOUND e .R MLTFRIOAS METER GAS VALVE LANG SURVEYING, INC MONUMENT AS MARKED _..ELECTRIC LINE VA WATER VALVES -- TELEPHONELINE HYDa RANT ^•—FINER OPTIC LINE + e0 CATCH BABRUSTORM MH —WATERLINE D CULVERTIEES —STORM SEWER ONE FILENAME SURVLE73 0 SANRARYMANHOIE —SANITARY SEWER LINE ® CLEAN OUT --INCE PROJECT NO. LE01073 -� SIGN CURB + UILIIY POLE CONCRETE BOUNDARY/TOPOGRAPHIC PROTECT COORDINATES IN ELECTRONIC FILE ARE BASED THE INFORMATION SHOWN HEREIN PER CERTFLCATE OF TIRE Cr NOS. 58177 AND PHYSICALLYLOCATEO THE UNDERGROUND UTILITIES. • LIGHTPOIT I FOOT CONTOUR INTERVAL SURVEY PROJBENCHMARK SHOWN GRAPHICALLY AT SURVEY SITE WASHINGTON COUNTY COORDINATESYSTEM. 39457 ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. PAGE 1 OF 2 PAGES ,dP FLOOD INFORMATION: + BY GRAPHIC PLOTTING ONLY, THIS PROPERTY 15 IN ZONE "X' OF THE FLOOD INSURANCE RATE MAP, COMMON" PANEL 27163CO33SE DATED FEBRUARY 3, 2010. ZONE X IS AN AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPIAIN BENCHMARK + MPDOT GEODETIC DATABASE STATION #33426. VERTICAL CONTROL DISK STAMPED E282 AD 1990' LOCATED IN TOP OF PALING OF SOUNROUND CO. RD. 13 (RADIO DR.) BRIDGE 82843 OVER INTERSTATE HIGHWAY 94. ELEVATION = 1008.33 PROJECT BENCHMARK SHOWN GRAPHICALLY AT SURVEY SHE. ,MB' V r deal eyDX PIw7E ' 50 J 4Pg 1 BELIOLDIC Bd x r,1 BIe3' - 4 0; / 4 / lam" �d,� / / SURVEY NOTES FIELDWORK PERFORMED FEBRUARY 14 - 21, AND MARCH 25, 2811. TOPOGRAPHIC FEATURES WERE SHOTTO THE REST OF OUR ABILITIES, INVERTS WERE TAKEN AS CLOSETO THE BOTTOM OF THE STRUCTURE AS POSSIBLE TARGE PILE OF SNOW WERE PRESENT ON THIS SITE. ADDITIONAL UTILHIE AND/OR PAVEMENT TRANSITIONS MAY EXIST UNDER THE SNOW COVER OF WHICH WE ABC UNAWARE. SPOT ELEVATIONS FOR THE CURB LINE ARE AVAILABLE AS A POINT BLOCK IN THE ELECTRONIC VERSION OF THIS DRAWING, SHOTS ARE TO THE GUTTER LINE OF CURB UNLESS OTHERWISE NOTED. PROJECT COORDINATES IN ELECTRONIC FILE ARE BASED THE WASHINGTON COUNTY COORDINATE SYSTEM. X420 � 5 VICINITY MAP: Bill ®0 MOTTO .Lo CITY OF LAKE ELMO, MINNESOTA. EASEMENT NOTES: q SUBJECT TO ELECTRIC EASFMEM PER DOC. 21691 SHOWN LRAPHIGRLLY, 2) SUBJECT TO COVENANTS PER DOC. NO 1065503 AND AMMENDED BY DOC. NO. 1118152. NOT SHOWN. 3) SUBJECT TO DEVELOPMENT STANDARDS PER DOC, NO 1092260, NOT SHOWN 4) SUBJECT TO MONUMENT AND LANDSCAPING COVENANTS PER DOC. NO. 1094005. APPROXIMATE LANDSCAPE EASEMENTS SHOWN GRAPHICALLY, 5) SUBJECT TO STOR AVATER AGREEMENT PER DOC. 1110374. NOT SHOWN. DOC. REFERS TO PONDING EASEMENT TO THE CITY OVER ALL OF OUTLOT E, THOUGH A SPECIFIC DEDICATION OF SUCH WAS NOT NOTED. ADDITIONAL EASEMENTS OF WHICH WE ARE UNAWARE MAY EXIST. INFORMATION SHOWN HEREIN PER CERTIFICATE OF TIME NOS. 581 77 AND 5945]. LEGAL DESCRIPTION: + Lot 1, Block I, EAGLE POINT BUSINESS PARK 3RD ADDITION, according to the plat thereof filed of record In the -Nice of the Reglstrar of Tltles In and for Washington County, Minnesota. (Per Cenif fate of T tle No. 181 ]7) AND OIHLOT E, EAGLE POINT BUSINESS PARK ZNO ADDITION, acmrding to the plat thereof filed of Gland In the ofOre of the Reglstrar of Titles In and for Washington County, Minnesota. (Per CerdIcate of TIUR No. 59457) AREAS: + LOT ARTA =585,962 SQ. 17./13.45 ACRES OUTLOTEARM 63,746 SQ. FT./ IA6ACRE UTILITY NOTES Bill THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION/ EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND 1DILIUFR 1 HAT THEY ARE LOCATED AS POSSIBLE FROM THE INFORMA UTIUTIES ARE SHOWN BASED THE GROUND IN RESPONS TO TICKET #110420356. THIS It IRONED. THE WRANT THAT THE ARE IN THE EXACT HE DOES CERTIFY UTILITIES. lllm dfi CALL BEFORE YOU DIGI TWIN CnYAREA: 651-454-e W 3 TOULFREE: 1 -Roe -752-1156 "SP1 LEGEND: 00M0 TFLE/ELEC BOX AND MASMORLS 25718 ANOMggKEO RLS 35]18AS va ELECTRIC METER/Lmum •.R • OMOTEI FOUND GAS VALVE MONUMENTASMARKED ---UUTTRICLINE tlF WATERVALVES —TELEPHONE LINE e HYDRANT -»--FIBER OPEC ONE 00 CATCH PASIGSTORM MH —WATER DNC o CULVELORES. —STORMSEWERUNE 0 SANEARYMANHOIE —SANITARYSEWENLINE d CLEAN CUT —.—FENCE T SIGN — CURB UUTEIMII'©:., CONCRETE o LIGHT POLE 1 FOOT CONTOUR INTERVAL BREMER SERVICE CENTER LAKE ELMO, MINNESOTA CONTACT: vJOHN NEMEC LARSON ENGINEERING 3524 Labore Road White Bear Lake, MN 55110-5100 Phone: (651) 481-9120 COUNTY: v WASHINGTON CO U NTY SEAL: v THE STATE OF MINNEE TA DOES NOT REONREASEAL. + REVISIONS: DATE REVISION 2-23-11 INRMLISSUE 3-30-11 ADOLMPO CERTIFICATION: herebyaenlF mnmis Planwu mewrad 6vme. or under mY direct suneMzlnn, ma year In I duly "Caused Land curve, under me lws orma your. nr MMNFSOTA. Dame R�9u nwrue: zs]Le oye.0z=z3-I0 PROJECT LOCATION: Bill v85 5 5 EAGLE POINT BLVD. v PID #3302921410049 PID #3302921420007 Suite 118100 200 End[ ChnaMIR Street 6HlhvatBB MN 55062 Phone 051.2]5.8969 Eax 551.275.6976 aenRilluBsurvey .net CORNERSTONE L.P.NO SURVEYING, INC + FILENAME SURVLE7T PROJECT NO, LM1073 BOUNDARY/TOPOGRAPHIC SURVEY PAGE 2 OF 2 PAGES N.IS hsu".. ase uI....u.hsN.111. aY THE ea.1BaC'. el.EPoN3TPYLiION om n �Sgds F o CID d v L C�mm� x ...I LU p U Z _ � o mo" WWF U) Z w3D avi¢ LlJ N o fj CD z m ZO >N J 0 Y 1- Ym" L zz ❑ map � ❑ m d Q A W w W a9 W r m W Y o O "g N J m s merehy eantly that his plan. sp3aIt"u ^s orspanwes prepsretl -an antler my alreq wpervlsl^n aoa man al^ a mb Ileanaee al En01^eeruntler lM1e laws Ol the able of Mlnnafl^b. Mlchnel A. Muryh�.E. Oale:05Bit.11 Re1.N^.:Q808 Nay.n.. Bocvlphn pra�e[1#', 12108105 @awn By: KBK Cheakoi By: JAN Issue Data: 05.00.11 Sheet Tille DEMOLITION PLAN cl■®mea at 10 WHERE APP LIIABLE, DIMENSIONS ARE FROM BACK OP CURB TO BACK OF CURS OR BgCK OF CURB TO END OF STALL LINE. d u:u�Ai:mwA�.m.m�x�a�wim.enm.,a.m�p�oe..�e.. �.mu�er, ne,�wa..��wrll®slam: a.m.e SYMBOLLEGEND NEWD OVER 7-AGBITUMINOUSAGGREGATE PAVEMENT64 NORTH 0 2D 4D 90 w.OnVal. nems NUD merhadxadmXJrele"Ina armP cornRnm.maaeroPE coxfimucnoN ci � R � - 2.8 2 ®e xe� VI d) o.J,mc L C�m'm C mem S J w art R Q U _Z = WDO o DO U OZ U'^) W W vJ Z a a LLQ y o DO m DO D LULL UZ ZO 34 YI—z�8 �yQ Z_ Z LL Q M52 2 Q o K o O QW 9 Q W r DD W Y O O g DO CV J F u I M1meby mumW that and plan apeal.gllonamrepamweeprepmam by me Ot under my tllmU 6upervklon euW WI I em a tluly ficauden PerfausionalE glue der the laxer atmemet 11./!//Mlnne6ad jMlcM1aelA MuryM1�E Darden.09.11 Reg No: 42800 Pen. Dem Da-lr n PraleC 121121..105 Drawn By: KGK GM1eckem.y: JAN Nolle Due: OSA9.11 .beet The PAVING AND LANDSCAPING PLAN C2.® Sheet 5 at 10 OVER PAGGREGATE DABE SEE DETAIL 1IC6.0 NEW 4- CONCRETE PAVEMENT D OVER 6"AGGREGATE BASE SEE DETAIL ]IC50 SHORT NO MOW NATIVE SEED D MIXTURE Wlhl WILDFLOWERS REPLANT SALVAGED TREES WITH TREE SPADE. NORTH 0 2D 4D 90 w.OnVal. nems NUD merhadxadmXJrele"Ina armP cornRnm.maaeroPE coxfimucnoN ci � R � - 2.8 2 ®e xe� VI d) o.J,mc L C�m'm C mem S J w art R Q U _Z = WDO o DO U OZ U'^) W W vJ Z a a LLQ y o DO m DO D LULL UZ ZO 34 YI—z�8 �yQ Z_ Z LL Q M52 2 Q o K o O QW 9 Q W r DD W Y O O g DO CV J F u I M1meby mumW that and plan apeal.gllonamrepamweeprepmam by me Ot under my tllmU 6upervklon euW WI I em a tluly ficauden PerfausionalE glue der the laxer atmemet 11./!//Mlnne6ad jMlcM1aelA MuryM1�E Darden.09.11 Reg No: 42800 Pen. Dem Da-lr n PraleC 121121..105 Drawn By: KGK GM1eckem.y: JAN Nolle Due: OSA9.11 .beet The PAVING AND LANDSCAPING PLAN C2.® Sheet 5 at 10 Al III VALLEY GUTTER e G� gKBP J a3. � �K I 'Awl 11 tl2 CURS � � .� III 9_ F LUSH CURS 1 5. I' # 5 \ it I 5 SIGNS .:.. f g NORTH 0 2D 4D 90 w.OnVal. nems NUD merhadxadmXJrele"Ina armP cornRnm.maaeroPE coxfimucnoN ci � R � - 2.8 2 ®e xe� VI d) o.J,mc L C�m'm C mem S J w art R Q U _Z = WDO o DO U OZ U'^) W W vJ Z a a LLQ y o DO m DO D LULL UZ ZO 34 YI—z�8 �yQ Z_ Z LL Q M52 2 Q o K o O QW 9 Q W r DD W Y O O g DO CV J F u I M1meby mumW that and plan apeal.gllonamrepamweeprepmam by me Ot under my tllmU 6upervklon euW WI I em a tluly ficauden PerfausionalE glue der the laxer atmemet 11./!//Mlnne6ad jMlcM1aelA MuryM1�E Darden.09.11 Reg No: 42800 Pen. Dem Da-lr n PraleC 121121..105 Drawn By: KGK GM1eckem.y: JAN Nolle Due: OSA9.11 .beet The PAVING AND LANDSCAPING PLAN C2.® Sheet 5 at 10 EROSION CONTROL NOTES 1. Owner ad Contractor shell obmlh MPCA-NPOES permit. COnlnwlor shall be responalble br all B. All exposed hall ameamuhl be 6labiliand as soon Me feasible to limn sell comem, but In no cahe 11. Inspect the construction site once every and,day. doting solve constabllenand.,thin 24 More 17 Oil gaeOlee, paint entl any dcima a aubelincm I fees pwdining to lhls Peale, The SWPPP shell be keel... its Mat limes, later than 7 days after the construction eotivily In that martian Mahe all nes temporarily or Y moat be Beverly stored, Including secondary pemmmdm d.Temwa afters rainfall dvedpreeer Nen D.6lnmM1esln 24 Mum. All lnspddioneehelI be demand in the contaurnaftroPmventedss, leeks or other discharge. Renitictotl accons bsdrega areas must 2. Inalelllemryrery beghuession conlml mxe"licMIa,4.mltilIo,silt latae entlrack con64ucYon Yeaeae Temporary Wiloa..stockpiles mumlilrwgeaih add the nls SWPPP, beprovidedto prevent ventlallam. Storage and disposal of h moous waste must be In enlrancea)priorN boglnnln9 any exhawllonfrdemolillon seek et Ina lila, hong crash basecomonent lefsems parking andsimiilles,seM apo reexemptfone o pliance will, MPCA regulators. constructed base components of seems pwking lm,e entl similar surfaces are oxamplfrom Nis 12, All alll(ennes most be repeireq replaced, or supplemental when they bamme nontunclionelw Na 3. Spread control measures shown on the erosion control pMnere the absolute minimum. The mqulremenl. sediment eaches 113 of the height of the fence. These repairs must be made within 24 Room of 10, Eternal thin, of trucks and other codskuciionohides must be limped to a deduced area of the anderactor shell Install degmam and tem dlecmvery, or as soon as field conditions al ow access. Al repairs shell be recomed In did SWPPPsite. Runoff must be Prior rio tl addle properly disposed of. No compare ng M allowed pomryeenh dikes, setllmen(Iraps or basins, atltllGonal6111alion hnelnn. ]. Pipe oullak mull be provided wW, energy diaelpatlon Within 24 M1ows of mnnedlonbeuaade ooslle, antl.,..Mat eel, -Mail, le theS Wbms ea daemetl ndcaesarylo (uMer control Oronlon. All wales 13. Ifaedlment escapee lM1e construction airs, olM1elte accumulations vlsetlimenl must be removed ins eM1anges shell be recometl In the SWPPP,All rippip and at a frequency sufficient le minimize mitral, impacts. 19. All hand antl colltl wealee ganeraed by conerelewashout maintained most be mnWinW ins D. MI1mpdm Drllbalnelel.1Trled ilmmelh a Satan or Spaidiall erallen fabric and comply old lM1a manner leak-Proolconla,nmentfedlllyerlmpemeablellner. A compacmtl clay Ill Net does net allow 4. The toe Wlhe slllfence shall be trenched lneminimumbe". Thetrench backfill shell be Mlnnasola Oepedmentel Tunspetlaflmn Sldntlem Spedfiralions, 14. All solos tracked mnlm movement shell be removed dally. washout liqultla to enter ground water is considered an norma abla liner. Thellquid and solid wmpac,ea with a vlbraNry plain compactor, creates must not oentect the ground, and there moat not be runoff from Na concrete washout All to g. All storm sewer catch basins not needed for alb drainage during conslrucllen shall be covered to 16. All lnlllimlbn areae cowl be inspadetl f0 ensure lhel no sediment from mngmlg amorp ons. operations or areas Llquld end sella wastes anal her disposed of Properly and in com lancooth 6. SdJimem amorphous drop must esedinedonnil down gradient pelanlHlfor besib ansion pmventmnmfffromanWdmthemormaowersymam. Calehbaslnsnecesseryforslladminege activity Is reaching 'he in511retleo area and these areas are protected from samraelien due to SPCA regulations. A sign must be Installed adjacent to each washout hall to Intend mncreto Sedimenlwmrd pmallceamudt beesbbll6netl on ell down gradient foams@m talars any up drang colons on shell be provided With inlet pmbclimn. scommolmn equipment driving acmfis in.loflllnumn gree. y ,,.client send dlawrbing acliviYea toroth. oqulpmenl operabm m utilize the pmperfedlllie9, 10. In meas where demonstrated flows Occur (such es agenda and areas in front M stand catch basin, 16. Canadian sediment, impact entl ancrele mBlings, Leering setas, paper, plastic, fabrlq 20. Upon completion at the protect entl atabllUelien dell grafted arses, ell temporary oroslon wnbol eM Intakes) the amabn conlml fmllllles shall be hacked by sdblllsallmn sWCWre to Pasted ih-. wnmruUbn and demmnllon debris and other wastes must be disposed of properly and mum mamply faponcomp1edncat he babe, ndsthallbemmovetl from Neahe. fa llBoe from Ne concentrated Iowa. with MPCA disposal requirements. 21 Contractor shall outran Notice of Terminallon her MPCA-NPOE3 permit wiNln W days after Final Steads J Y ". b. N'_ '^' _ y • -:L' 15 SILT FENCE _ ' vo ... yam. F�mmkb y -G _rIM_ ail, e51LT FENCE a. 3 x.:"1 .-A F.' -'tY is .a .. ,_'di j.=. f . M �� 1610.J m - AOBw - _ _ _ rte" 3- ` I +.' N-- ,. 1013.28 ID15.8•", _ _ 61 Ww_ ,.G... I 1011411 TC $:... p - .. _._._ BTC ]TC 10.18 Bra iC. �Lr�.. r _+f�F]� ����,mWp, _ ZI--'Ar^'.- '< _-- V: <•F e0m' - 1o0D6 �..-1 - ,.� ,tom.. .Y_101RXIBIL �_ -001150 GW 101 C.k _ _':]: a r.._ t0,h� �.', \ r' �.-�•i_. ^� "1 z ,) A Y ., f•qv *. WE(ft -: 191203GL by:. -yam , fP Rio -.` 100 _v,w " ____-...._. i9110BTC + n ;' - _ 101412 1912 Bf-B -101436 TG \^y Irl W = . 10 QIP NAE, s. leo t (TYPICAL)tOT4TCL _ 1., Ba- �' .v t., twit zacL *} M- 1 �''' 'a° :: i0 tar cl • 1n14.a0 B' 1911 00TC` Ua� \. 6�.•�Ah, \ Ito C 14 INLET PROTECTION•+ 1013.36 dDITAflUL. I y U EAGLw m �\ r \ rvvs _ O NFILTRATION BASIN 11 5.Ot iTC,i 5e (liPICAL) B` w E a,. T \ ��Po� w _ 101 GL. .:.:?' l r e 1 x r t V ( ).'allvy ( `i/ AV L'>w , I�r/ 11#1119888 TO �v�, / / /'r.rya \ � \ fp li v a� .A �. Xu. \ L l 1 i/� '➢ xk y l ;; \ \ maySIR \ / l II ' ~V_ .. _ '\ 1B1a.z6 rc , c BBB I n'I \tins y t �Fd l r,4\ f L `¢!f,f 01z 59 B' h1z 101394 TC\ ^ ,� r FUTURE BUILDINGit 101251G JI v�\`\i\\\ 4`t:. T+\ 11112 ]]GL Y,`k,. 1013 li .p c�/012Z00t,+\\ \� / 4012 ajr qa r .. r_--.._ . ....• ��A 101208 GL 1p4w 1 - �) �I A t „{ t < ^'..I 101,2,.6fi GL uw t ems• I lI \1. 6 I y 1 roll 1p cu i IsIL/ %/4 1101160 TR p i A` Af c 1 D C 100700 15 SILT FENCE ._ T 6 (rvPICAL) __ 's 101270 G4 GL 1011.3PGL vL� I�p Lx / ala ao rc J a vv. T _Fir, N, _ 0 c C III i -'•>i £1 y,�'l / 1012.70 GL J yr - c. 40 / " 1111270 GL / Wri 1O f p 1 G" "•@ //r I - W t ri E a , rdu m fl t' 999 W G Q / (m.ndlj 1 IASI �. II RIP RAP \•, 5 99MM) G In w MronriRFLOw e �� y / A Q,0 / GRADING NOTES ;n\ ` \ ' A' / \ I. Tow Moral cmnmmrg 0 smwfead. mr safely ease.nmallmtl at the and If.. O� /shl be in P18CB Picr to beginning may grafting or demolition Wmh of the. silo. 1 Q / 2, Al Olevmmns w0, en asedsk p) shag be field wedged. If elew11o1xr wry \% r mgnlfcanlly not fy the Engineer 1, lcanddamages,. 1 ,1 c 3. Grades divided np.add areas dmopdM BnlsM1 elevator. -. 4. Rederemmismromd areas with 4- of aroma qumlly mpdolena nvarodeed. . s. All construction shoo be p,Ko,usd m wassomna with stab and toast d dam yA NORTH dpedrmanond en cmnswcmm� - 14 INLET PROTECTION /' t.. Slump 4:1 and Sudden shell be cowretl mit musical conlml fabric. \ e (TYPICAL 1 it i1 I I 1J `�J "1m,wpem m,a z,m Ham -' "Ourvera ,.. _ m._ -� � J��'-" - � �_ "'"-" - _ � 0 20 40 W menrm P- •_ --u v - LLIIeiXY6liEMSPNe CONppreal"mma no ,TRO aY TME a NTMaRo dRORE aw161NI1CT. as 0 or C n /rte �9 z E F O ` ido ce W m a`ryisreas � L =�ad w .IWm3e£ 6 R 0 U Z C3 NoWe, LO 2r^^ ou W VJ W F- J Z fn Q LJJ a :D o N u LL Z >N SO Qzz Q Q a o W r L m W F- c 0 N J m s 11 eeby rangy Mat this she prem wllona or In wa Fragment by der my direct 6upwicand e mutt am a duty Manned Professional Engineer much Me laws off the suaals. of mirmesob MlcM1oal0. MuryM1� E 9nb: 05.00.11 Rep. No.; 42805 ale.. o a w.ammn P tan x. 12100105 Didervan Sy I(BN Cleared By. JAN Issue we: 05.09,11 Sbeefndm GRADING AND EROSION CONTROL PLAN C3.0 She. S N 1D 4:1 MAX PER PLAIN _ — PLACE OF COMPOST GRADE 2) S UTILITY NOTES' AND OFTOPSOIL THEN BLEND 6- DEEP EXISTING b r INTO EXISTING SANDS. _ h' 1 dorm or mokinab ell necesaery ulllit II entl ltisIM1eresonelbldmin — - - acallonefmm adming u011ty lacelane t0 the pro posedonslteamenitlea theseconnecllanens asp uNlIlWlraclons nc — - - _ utle balers notlmiletl mWampaenimryeewep cable TVWistpbone, gas, electric, site llgnIng, ` etc E%ISITING SOILS — CONSTRUCTION NOTES 2. All splvice comma0ers shall be permared In ecaomismadle state ad local mormlid 6"OFPEA GRAVEL -_ �� aped0catlons for coneWNlcn 1) THE INFILTRATION AREAS SHALL BE PROTECTED FROM CONSTRUCTION TRAFFIC. PEA GRAVEL 2) ONLY LOW IMPACT EARTH MOVING EQUIPMENT SHALL BE ALLOWED IN THE INFILTRATION AREAS. 3 The coulrectm shall noliy all chewer ate engneanng departments and WHII, companies 72 Mom 3) THE INFILTRATION AREAS ARE NOT TO BE EXCAVATED TO FINAL GRACE UNTIL THE CONTRIBUTING NONWOVEN SOIL 11.1t- constmcllon rw All c0ssery preceutlons shell be matle mevoltl drum... mexlaling ut lllesl ORAINgGE AREAS HAVE BEEN CONSTRUCTED AND FULLY STABILIZED. SEPARATION FABRIC - INFILTRATION 1 MIRAB 170N OR EQUAL' d The particlar shall verify the connector pipe elcareginprorloanyulllltyamk. IftllXorom Aon 3. �\ BASIN DETAIL those Left, the Sol Idmpdmleiy 4' NOT TO SCAIE 5. Be- Plaeds I Specifications far batlCln9 requlremenls. n INFILTRATION TRENCH 4. NOT TO SCALE _HOT_ 6 - . INFILTRATION BASIN - i #Y t'^ W a _ Zs.� _�,a a -- 10 J Tia 10 F� , V .... - , __ ,.,f SD IN h00S96-y _-.....¢ 206LP1T'NOPE byi 83%T�a i e'. [ _ . _ \ Lte<e . r L--© RIM 1o12.g1 7 1' L O- _ tlT3'' Q \ IY—/�]6� 5 CB -2 ' INV 10-0.41 5 LU _ ._.._ _ ._ ._ _ \ 25LF12NDP. I� RIh1100154 7 --. .RIM 10£13. 7e _ _--. — -.-- ---. BTM:10c0Ai�, 1 cea T .—�— — pINVr F m #-�"� 8 MITERED END A.IITEREED END 025h Ooa.041 I INW 1005' -- -- — —11 _ oo�tclq B 9 BTM 100104: 3110:11101.91 5. �w GRATE aAO INy�go�.a€ 6 ePl IN TL S �-y F.,a) \ \ \/gyp X026% / /•� _... _... -_ RCASTING e t, `21 LF4'PVC rx- OVE LE".,. _ S EAC NEW DRIVE N 4f # fr /! 1 u u 4 G P C v a r x pO/'V T �\ c ' _ st r iY vt�n" \ �• 1 e`I 4 la T _ .\ `ii f IF LF, O �� An.�yi: : el y \ \ a Dc r / \ l ` f/\� `fie ,� ` / \ v \ \ / � �`., , r FUTURE BUILDING ` , �x nFM a r 9 I'l c... lExt G' INFILTRATION TRENCH r.. F w s TOP 101116- § n � IBTe DAMN �10110 00 III �'ut-+ t — r :rx UjZ .. L� 1 I . u l 1, fI # r : sir /. yy4 y* 1 FES2 10 "" .' ,.'N' ./' I Q r t / 0 �wv ge46- 6 ,. / � W .� �,� $ � � � > � e +. 42 LP 12 HOPE \ Q FES 32.W / _ i 1 vel a NORTH age 1 V / I N.w..mono'•—Isarreraa:leer„arae."D,,r-. Du..,,maoe..m,.rema, ae o:U.es - 20 49 -- ALL ENICTNGheres Me chromate a.' 11 anol n 9Y TIC natheacral aEFM6 C(crom ue'd Con d as i =caaas a U) C e 41 L . �mmS �CN��c'e_ 1�IWmS:'3� g 0 U Z F K oN J N N to W ��//�� VJ J Z D a W a O fj LL M Z_O_� > N Y Z Q z z dwa0 Q2 n ¢D W w ra, W Y O O g N J IEF m S I hereby cerllfy that ods plan pe�fltions or rapm wee preporetl by der my aheG supeerson and that I am a duly licensed Professional Engineer motor the laws Of Me dote of Mlnnewd. MlchaelA M a Dam: 95091 Reg.NO d2eo5 A.. Dem oemp9ee I I art 12109195 0 wngy NOR CI eked By. JAN sous bem: 05.09.11 Sheet The UTILITY PLAN C4.® Shoal: 7 of 10 NEW 25" BITUMINOUS PAVEMENT (MVS) AGGREGATE EXISTING SUBGRADE BOIL BITUMINOUS n CONSTRUCTION DETAIL 5' NOTTO SCALE PORTLAND CEMENT CONCRETE &A GRADE SOIL CONCRETE CONSTRUCTION DETAIL 5' NOTTOSCALE s\t'E MITERED ORAIN GRATE y FOR INFORMATION SEE WEB SITE AT WWW.MITEREDDF INCO.M / G07)620-0606 PIPE FLOW W AT" O —� EkCEEO �L2r0 ry AAP pp O COUPLING IWO'CNOEOO E SLOPE EXCEED Lt2 MITERED END GRATE DETAIL NOT TO SCALE ACCESSIBLE RAMP DETAIL y WITH TRUNCATED DOMES NOT TO SCALE MANHOLE FRAME & COVER: NEENAH R-2640, TYPE C GRATE OJUSTMENT RINGS WITH FULL TAR BETWEEN EACH AND ON THE OUTSIDE. NO SHIMS CATCH BASIN / n MANHOLE FRAME DETAIL 5' NOTTO SCALE B612 CONCRETE n CURB & GUTTER DETAIL 5' NOT TO SCALE SLOP_ EE PER PT' 3 4- MIN. AGGREGATE BASE n CONCRETE VALLEY GUTTER 5' NOT TO SCALE uar+mmFmpn.-xolmurmrm.oxen>emxayearennonrunenwc. nenonvxnnq W=mwmae.e.a SECTION 4ANHOLE FRAME&COVER'. )EENAH R-2501, TYPE C GRATE (EENAH R-9067, TYPE L GRATE (HIGH FLOW) 11NIMUM OF 2, MAXIMUM OF 5 :ONCRETE ADJUSTMENT RINGS WITH FULL ED OF MORTAR BETWEEN EACH AND ,4- COLLAR ON THE OUTSIDE. NO SHIMS IF ANY MATERIAL ALLOWED, 'PRECAST REINFORCED CONCRETE SLAB. EAL WITH 2 BEADS OF RAM -NEI(. LL JOINTS IN MANHOLE TO HAVE )' RING RUBBER CASKETS. RECAST CONCRETE SECTION IATERTIGHT CONNECTION (OOT, TYPICAL) 'MINIMUM SLAB THICKNESS, MINIMUM DIAMETER PRECAST ONCRETE STAB, REINFORCED /MIT "RESAR @ e E.W. n CATCH BASIN DETAIL 5" NOT TO SCALE PLAN PLACE RIP RAP ON 6 INCHES OF 21NCH ROCK BEDDING OVER GEOTEXTILE FABRIC - II RIP RAP SECTION A A Ls ARIES )EOGSESPIAN MOUND LAST 2 FEET OF RIP RAP 1 FOOT DEEP T -- (TOP OF RIP RAP SHALL BE t LOWER THAN OVERFLOW ELEVATION) GEOTEXTILE FABRIC PLACE RIP RAP ON 61NCHES OF 2 INCH EXTEND FABRIC I FOOT ROCK BEDDINGOVER BEYOND LIM ITS OF GEOTEXTILE FABRIC RIP RAP WITH MINIMUM CL II RIP RAP 1 FOOT OF COVER OPP.) SECTION B -B TYPICAL RIP RAP WEIR OVERFLOW 5' NOT TO SCALE WOVEN FILTER FABRIC MNIDOT CLASP III RIP -RAP I MNIDOT CLA6S III v1` RIP -RAP b � EO (10'MIN.) 2' WOVEN FILTER SECTION A -A FABRIC NOTE: FWB00 MIRAFI FABRIC OR EQUAL n RIP -RAP AT OUTLETS : NOT TO SCALE BACKFILL WITH NEW GDOp QUALITY 18" S. PORTLAND TOPSDILANDSEED � CEMENTCONCRETE LI VIII NEW BITUMINOUS m PAVEMENT RASE AGGREGATE 4 12"NEW GRANULAR 6" BACKFILL FLUSH CURB DETAIL 5' NOT TO SCALE MAINTENANCE PARKING 2 ONLY SIGN DETAIL 5' NOT TOSOALE^ r-2.5 BURT. FLANGED CHANNEL SIGN POST (MNOOTMOI) Pu� VEHICLE ID REWIRED UP TO $200 FINE FOR MOUTON ACCESSIBLE PARKING a SIGN DETAIL 5' NOT TO SCALE PROFILE SOS W OA2 cr 1.99 CPS 2.79 CF5 I LB 45 LBS R LLY AND TENT 1642 AND OR EQUAL INFRASAFE INLET a 14 (OR EQUAL) 5. NOTTOSCALE WIRE MESH REINFORCEMENT (OPTONAL) ENGINEERING FABRIC METAL, WOOD POST, OR STAKE. 6' MAX. SPACING, 2' INTO GROUND. FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL NATURAL SOIL NOTE'. DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH WIRES, OR WOOD POSTS WITH STAPLES. SILT FENCE n INSTALLATION DETAIL J NOTTOSCALE NL Osphns Man Nn, CM TMSS snanta eE VLhF[o tl hls caMMMmn Al. LaNOlsullsh C 3 heCm z s =cqg E _ 0"� sod K aJ d c L r Amo �c�mas .I W t, Q U z W _ ON F N z RD w U) w ~ z awn¢ w N a O SO W m LL z0 oN J V m < ry a z z �' p m � Q w w O Qw J w c¢7 w rL GO W Y 00 "g G tl e IFereeyrenlry maunla plan, apamnealap a ar reprul wap mmIaren Sym MndermydIMCWRprukaM and Nelrlpmanuiyllsonaea Prokpplonsl EngNeerundar lho awa offt.sa d Minneaoa. MicM1ael A. MurpO�.E. Dale: 05.00.11 Reg.No.: 42W8 Ro.. Oaa Doscrialmn RMN.b 121061M Drawn 8, KBK CM1s'Nal By: JAN Issue Da a: 0&NA1 Sopel Bills: DETAILS C5.0 Rnean o MI 10 --------------- HE OFE i - BE tl OE rr dE -L—"OE -I---� �,_.- _ m l l l l I — OF F5� ^ OE — OC OF OE � --dr I OF OE OE OE OE OE — HE �E OE OE OF m� GE � OE OE OE OE OF OE OE OE CE OE OF ( ❑ FI FL(-UF.F ^GNII MEDIA MnhLIFA TJ f li P 1ryGE / rt'OUNt1 I LAHPS If '�M NAIP DES ti!PIION 1480/ 24' SQUARE 1'��IIII SINGLE HEAD CLEAR TEMPERED ILSI CITATION QCTM SERIES 2A STEEL POLE i -40011P5 ucirt � I j I.y i_< 6: 527 Q 1 TYPE TYPE IT DISTRIBUTION I I ,SQUARE BASE COVER. I _ ___..TATIO 480/ 24' SQUARE AA2 I QUAL HEAD 12]) ,STEEL POLE 2-h00HP5 FIAT CLEAR TEMPERED LSI CIIDTION CTM SERIES - ius_ I I ! LIGHTING POLE GLASSLENS IMULTI-TAP B. 3I !SQUARE BASEE COV, (1) TYPE N DISTRIBUTE! 1480/ 115' SQUARE BB !SINGLE H 12]> STEEL POLE 1-150HPS FIAT CLEAR TEMPERED IMGGRAW-EDISON NGSS SERIES �BIACR FINISH FOR HEAD AND POLE, !LIGHTING POLE GLASS LENS (EXTERNAL HOUSE -SIDE SHIELD. 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LIGHTING POLE GLASSLENS IMULTI-TAP B. j (1) TYPE IT DISTRIBUTION !SQUARE BASEE COV, (1) TYPE N DISTRIBUTE! 1480/ 115' SQUARE BB !SINGLE H 12]> STEEL POLE 1-150HPS FIAT CLEAR TEMPERED IMGGRAW-EDISON NGSS SERIES �BIACR FINISH FOR HEAD AND POLE, !LIGHTING POLE GLASS LENS (EXTERNAL HOUSE -SIDE SHIELD. TYPE IT DISTRIBUTION IMULTI TAP BALIAST. !SQUARE BASE COVER. No I SEE COURSE — — FOR ER'S NAL LIGHT FIXTURE REQUIREMENTS. SPECIFICATION MANUFACTURER'S 1, SEE DELAIL 1, THIS SHEET, FOR POLE CASE INFORMATION. 2. ANY CONFLICTS EEENGIN THE MANUFACTURER'S CATALOG NUMBER AND THE DESCRIPTIONS SHALL BE BROUGHT DESCRIPTIONS. ATTENTION DF ME ENGINEER. TO THE 3. ALL FLUORESCENT FIXTURES WILL BE SUPPLIED WIMALL PROGRMI START ELECTRONIC UNLESS NOTED OTHERWISE. 4. TO INSURETEM MATCHING COLOR AND APPEARANCE ALL AME MA SHALL BE FROM THE SALE 1MNUFACTURER. LIMPS SHPLL HAVE ER. UNDER S_KMPSOTHERWISE COLOR TEMPERATURE 60 SX, WITH GRI OF 95 UNLESS OTHERWISE NOTES. 5. 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BOULEVARD IN STBEETS +1.8 AC. -17.62_AC_ 89.164 AC. %25% = 22.29 AC. + 17.62 AC. 60' LANDSCAPE 39.91 AC. BUFFER 106 784 DIVIDE 39.91 = 37.4% GREEN AREA GREEN SPACE ONLY j EASEMENT 2.26 AC. 60, BER 50' BERM 1.86 AC. - TRIBUTARY GREENWAY C hnl Yy (25' ellher side) 1.05 AC, MISC. AREA (21 +1.28 AC. .33 AC. PROPOSED PONDAREAS _+8.49 AC. RURAL ESTATE 15.82 AC. DEVELOPMENT 50'LANDSCAPE BUFFER AL NORTH SCALE POPE ASSOCIATES INC, rstre�s vmur. anvw.u�rcaa xrmsne Ai serwa rmwru>ns: UNITED PROPERTIES EAGLE POINT BUSINESS PAPA( LAKE ELMO MINNESOTA Ponsmns EMiGI hS:gCWES Gwvnusion No )i3))dpp5 �rawr, er. cm C hnl Yy GFE Dai• osrzoeE SHEET !i PROTOTYPICAL SECTION FIVE ®® 1,-a EAGLE POINT BUSINESS PARK ®® z a � d 3 q -l�� � L44c5H/c Ls y`pvC6 p yy n)� Jx' nen p4b. l�. W�Hbe�H i Vli)ulaF 1�]X1'Nto�s nwJ]M�N I�g�._ 1 v .� :.��/ /��� 'AVGrtAN Po74%��• s 4 n:npryp. 9� 1�t1Rf'' 6 PROTOTYPICAL SECTION SIX ®� Ye'=P-o• EAGLE POINT BUSINESS PARK �® Planning Commission Date: 5/23/11 PUBLIC HEARING Item: 4a ITEM: Planned Unit Development Amendment — Bremer Bank Parking Lot Expansion SUBMITTED BY: Kyle Klatt, Planning Director--�/,�� REVIEWED BY: Kelli Matzek, City Planner SUMMARY AND ACTION REQUESTED The Planning Commission is being asked to consider a request from the Bremer Financial Services to revise its site plan to expand the parking lot that is accessory to the Bremer Bank Building at 8555 Eagle Point Boulevard. For the reasons noted in the attached Staff report, the Commission is being asked to table its review of this application after considering a brief report from Staff and subsequent discussion. ADDITIONAL INFORMATION: Staff will review the proposed site plan with the Planning Commission at its meeting, and will be seeking general feedback from the Commission at this time. RECOMMENDATION: Staff is recommending that the Planning Commission table its discussion on this matter until its next meeting on June 13, 2011 pending the submission of additional revisions to the plans as requested by the City Engineer. ORDER OF BUSINESS: - Introduction......................................................................................... Planning Director - Report by staff..................................................................................... Planning Director - Questions from the Commission....................................Chair & Commission Members - Applicant Comments.............................................................................. Chair facilitates - Questions of the Applicant ............................................. Chair & Commission Members - Open the Public Hearing........................................................................................ Chair - Close the Public Hearing....................................................................................... Chair - Call for a motion.................................................................................... Chair Facilitates - Discussion of Commission on the motion ............................................. Chair Facilitates - Action by the Planning Commission..............................Chair & Commission Members ATTACHMENTS: 1. Staff Report 2. Application Form 3. Letter from Bremer Financial Services 4. Review Letter from TKDA 5. Proposed Site Plans 6. Eagle Point Planned Unit Development Preliminary Plans City of Lake Elmo Planning Department Planned Unit Development Amendment Request To: Planning Commission From: Kyle Klatt, Planning Director Meeting Date: 5/23/11 Applicant: Larson Engineering, Inc. Owner: Location: Zoning: Application Summary: Property Information: Bremer Financial Services, Inc. 8555 Eagle Point Boulevard BP — Business Park The City of Lake Elmo has received a request from Bremer Financial Services to revise its site plan to expand the parking lot that is accessory to the Bremer Bank Building at 8555 Eagle Point Boulevard. The parking lot currently is comprised of 405 parking stalls and the proposed amendment would expand this number to 560 stalls (an increase of 155). The expansion has been requested due to the increase in employment within the facility that has been experienced since its construction in 2002. The Bremer Bank building is located in the northeast corner of the Eagle Point Business Park, which was platted as part of a larger Planned Unit Development in 2001. The Bremer Bank facility received its site plan approval from the City in early 2002, at which point the plans indicated that the total parking stalls planned was 508, with some planned for construction with a future addition. The current conditions plan submitted by the applicant depicts 405 stalls on the site, along with the area that is set aside for a future addition. At this time, the applicant is not proposing any addition or alterations to the building. When the City granted approval for construction of a building on this site, the applicant was allowed to construct only the parking needed to comply with the minimum standards of the code. It was noted in the staff report for the project that the actual surface parking surface installation be limited to 402 stalls until a need for the additional spaces is clearly demonstrated (by employee data from the tenant). With the present application the applicant has submitted a letter indicating that the number of persons employed at the site has increased from 248 in 2002 to 450 today, with an average number of monthly guests at 1,200, substantially more than when the building was first opened. As part of the Eagle Point Planned Unit Development, the applicant's property is PUD Arnendmera Request; L3rewr Bank Parking L.ot E Clanton Planning Uotnmirsior+ Report; 5/23/11 Applicable Codes: regulated by not just the underlying BP — Business Park zoning district regulations, but also by the approval documents for the Planned Unit Development. The overall PUD plans were approved by the City in 1999, and contain a written description of the development standards for the park in addition to the illustrative graphics for various elements of the site. Staff has attached two of these documents for consideration by the Planning Commission, including a concept plan and prototypical elevation study depicting the northern border of the PUD area. Section 154.058 BP — Business Park Zoning District. Includes the list of permitted uses and specific zoning regulations for properties zoned BP. Section 154.070 Planned Unit Development. Contains the regulations for a PUD including the application requirements. rdings & General Site Overview Site Data: Lot Size: Approximately 13.5 acres (without small ponding area) Existing Use: Financial Services Existing Zoning: BP — Business Park Property Identification Numbers (PID): 33.029.21.41.0049 and 33.029.21.42.0007 rlication Review: Review Requirements The proposed parking lot expansion does not represent a significant change from the plans previously approved by the City, but would result in the removal of some curb lines and landscaped areas with additional parking. The primary parking expansion area would be north of an existing lot, which would reduce the setback from the northern property line from 80 feet down to 20 feet. This area also happens to be located underneath a large power line that runs along the edge of this same property line. The other expansion areas are located fairly close to the existing facility and in close proximity to the future expansion area. In reviewing the PUD for the business park, the proposed expansion deviates from the preliminary plans because it moves the parking area closer to the northern property line than was previously depicted on these plans. The proposed site plan does comply with the other written standards for parking lots as stated in the PUD plans. The City Engineer has reviewed the plans and provided the attached comments, and the applicant will be refining these plans based on the Engineer's report. Because these comments will result in modifications to the plans as submitted, Staff is recommending that the Commission table consideration of this application until such time that the final plans have been submitted and reviewed by the City Engineer. Most of the significant comments are related to the City's new storm water management requirements, and should not result in any significant alterations to the parking expansion areas depicted on the attached plan X 11,afld t's(PLI)sll;renaer Financial Servic,es PUL) JrnendmerthReL, PZ Brcnmr Ronk N,1) A ... er'd 5-23-7l.doc Page 2 PUUAmenclnent Request; Bremer Bank Parking Lot Expansion Planning Commission Report; S/23/1 l PUD Review: Staff will be presenting a detailed analysis of the proposed PUD amendment and related plans pending the submission of additional information as requested by the City Engineer. Staff will be conducting a general review of the proposed plans with the Commission at its meeting, and will be seeking preliminary comments from the Commission at this time StaffRec: Staff is recommending that the Planning Commission table its discussion on this matter until its next meeting on June 13, 2011 pending the submission of additional revisions to the plans as requested by the City Engineer. cc: John Nemec, Larson Engineering S. 'd.aad (w..NJL iBremer I,mancial Servimv PLZY wendmen;Rep P/. Breneer Harrk P(:U.9nrend 5-23-11.doc Page 3 AP i c 5 2011 City of Lake Elmo DEVELOPMENT APPLICATION FORM ❑ Comprehensive Plan Amendment ❑ Variance * (See below) ❑ Zoning District Amendment ❑ Minor Subdivision ❑ Text Amendment ❑ Lot Line Adjustment ❑ Flood Plain C.U.P. Conditional Use Permit ❑ Conditional Use Permit (C.U.P.) ❑ Residential Subdivision Sketch/Concept Plan ❑X Site & Building Plan Review Fee $ ❑ Residential Subdivision Preliminary/Final Plat O 01—IOLots O 11— 20 Lots O 21 Lots or More ❑ Excavating & Grading Permit ❑ Appeal X APPLICANT: John Nemec, Larson Engineering, Inc. 3524 Lahore Rd., White Bear Lake, MN 55110 (Name) (Mailing Address) (Zip) TELEPHONES: 651-481-9120 651-260-5159 651-481-9201 (Home) (Work) (Mobile) (Fax) FEEOWNER: Kathy Tucci, Bremer Bank, 8555 Eagle Point Blvd, Lake Elmo, MN 55042 (Name) (Mailing Address) (Zip) TELEPHONES: 651-734-4744 651-247-9222 (Home) (Work) (Mobile) (Fax) PROPERTY LOCATION (Address and Complete (Long) Legal Description): Lot 1, Block 1, EAGLE POINT BUSINESS PARK 3RD ADDITION, according to the plat thereof filed of rernrd in the office of the Registrar of Titleg in and fnr washiniton rounty. N' t^ (Per Certificate of Title No. 56177) AND OUTLOT E, EAGLE POINT BUSINESS PARK 2ND ADDITION, r Washington County, Minnesota. (Per Certificate of Title No. 59457) DETAILED REASON FOR REQUEST: Site plan review for parking lot additions, and stormwater management calculations. *VARIANCE REQUESTS: As outlined in Section 301.060 C. of the Lake Elmo Municipal Code, the Applicant must demonstrate a hardship before a variance can be granted. The hardship related to this application is as follows: In signing this application, I hereby acknowledge that I have read and fully understand the applicable provisions of the Zoning and Subdivision Ordinances and current administrative procedures. I further acknowledge the fee explanation as outlined in the application procedures and hereby agree to Ray all statements received from the City pertaining to additional application exoense. yZZ7 � nature of Applicant Date Signature of Applicant Date 1/22/2004 City of Lake Elmo' 3900 Laverne Avenue North • Lake Elmo' 55042 • 651-777-5510 • Fax 651-777-0615 April 21, 2011 Bremer Financial Services, Inc. 8555 Eagle Point Blvd Lake Elmo MN 55042 RE Addition of parking spaces To:whom it may concern at the City of Lake Elmo. I am writing toyou today as we've engaged Larson Engineering to design additional parking due to the growth we've enjoyed over the past 8 years at the address listed above. When we moved to our new building in December 2002, we employed 248 staff along with our tenant having 40 employees. We currently have 420 parking spaces which includes handicap, guest and tenant parking, designated spaces for those coming in for training and regular staff. We are in desperate need of additional parking spaces as street parking is only consistently viable April thru October each year. We have grown to 450 employees with the average number of monthly guests at 1;200. Our tenant's staff has decreased to 12. It's a tight schedule to get this type of work doneahis year as we've had such a long winter. The -work must be done prior to the first snow, so we ask you to strongly consider this request. If there is further information 1 can provide; please let John Nemec of Larson Engineering know and I'll get it to him right away. Thanks so much for your consideration to our request. Respectfully, �r Kathy Tucci VP Facilities Bremer Financial Services Bremer Service Center Lake Elmo, MIN ENGINEERING • ARCHITECTURE • PLANNING MEMORANDUM 444 Cedar Street, Suite 1500 Saint Paul, MN 55101 (651)292-4400 (651) 292-0083 Fax wwwdkda.com To: Kyle Klatt, Planning Director Reference: Bremer Bank 201.1 Parking Lot Copies To: Jack Griffin, City Engineer Addition Proj. No.: From: Ryan Stempski, P.E. Routing: Date: May 16, 2011 14816.001 As requested, we have reviewed the Bremer Bank submittals for their 2011 Parking Lot Addition. These submittals were provided by Lake Elmo Planning Staff on May 3, 2011, for review and comment. Submittals: 1. Stormwater Calculations by Larson Engineering dated April 22, 2011, received April 25, 2011. 2. Memorandum to City of Lake Elmo by Bremer Bank dated April 21, 2011. 3. City of Lake Elmo Development Application Form, received April 25, 2011. 4. Proposed and Existing Drainage Maps by Larson Engineering. 5. HydroCAD Model of site, including Pre -settlement, Existing, and Proposed Conditions. 6. Report of Geotechnical Exploration by AET, dated March 9, 2011. 7. Construction SWPPP. 8. Full Size Plan Set, dated April 22, 2011 The following comments must be addressed prior to engineering approval on this item: Storm Water Management and Erosion and Sediment Control: 1. The report and drainage calculations, as submitted, are considered incomplete. To simulate existing conditions as "meadow" the existing conditions model should be using "meadow" for the areas to be converted to impervious. As submitted, those areas are modeled using "Grass Cover, Good" which has a higher CN. 2. Proposed discharge rates for the 2, 10, and 100 -year storm events cannot be reviewed until Item No. 3 has been addressed. 3. Proposed discharge volumes for the 2, 10, and 100 -year storm events cannot be reviewed until Item No. 3 has been addressed. 4. Typical sections for all proposed infiltration areas must be updated to show soil correction as necessary per soil boring data. Calculation of drain dry times must be provided to ensure water does not pond for more than 48 hours. 5. Seed mix design must be provided for all disturbed areas. An Employee Owned Company Promoting Affirmative Action and Equal Opportunity Memo Page 2 Bremer Bank 2011 Parking Lot Expansion Review 6. Outlet detail for Infiltration Trench must be provided. 7. Easements must be provided up to the 100 -Year HWL for all Storm Water Facilities. 8. A Maintenance Agreement must be provided for all Storm Water Facilities. May 16, 2011 9. The location and typical section for a rock construction entrance must be provided on the Plan. 10. Any material to be removed off-site should be identified on the plan with a hauling route identified. General Comments: 1. The parking lot expansion is within an Xcel Power Line easement. Written approval from Xcel Energy to allow this expansion in their easement must be provided to the City of Lake Elmo. 2. A construction schedule must be provided for the project. 3. Parking and storage of construction materials must be done on Bremer Bank property only. Please contact me with airy questions or additional comments to this review. Planning Commission Date: 5/23/11 Public Hearing Item: 4b ITEM: Fence Ordinance Amendments SUBMITTED BY: Kell! Matzek, City Planner REVIEWED BY: Kyle Klatt, Planning Director SUMMARY AND ACTION REQUESTED: The Planning Commission is being asked to review proposed changes to the City's fence ordinance and to conduct a public hearing regarding these changes prior to forwarding a recommendation to the City Council. The proposed changes are as follows: 1. Would allow a solid fence to be constructed in a rear or side (corner) lot when the property abuts a road with a classification of a principal arterial (such as Highway 36), an A minor arterial (such as Manning Avenue south of Highway 5) and a B minor arterial (Lake Elmo Avenue between Highway 5 and 10th Street). A map showing the classifications is attached. 2. Minor changes for clarification purposes. 3. To add the requirement that an Easement Encroachment Agreement be submitted when a fence is proposed to be within a city easement. This process has been in place for just over a year, but is not required by code. The agreement requires property owner signatures agreeing to hold the city harmless if work done within the easement affects the improvement proposed. RECOMMENDATION: Staff is recommending that the Planning Commission recommend approval of the amendments to the fence provisions of the Zoning Ordinance as documented in the attached draft language. ATTACHMENTS: 1. Draft Ordinance with Specific Fence Section Amendments 2. Figure 2: Existing Functional Classification; Transportation Plan ORDER OF BUSINESS: Introduction............................................................. - Report by staff......................................................... - Questions from the Commission ............................. - Open the Public Hearing ......................................... - Close the Public Hearing ........................................ - Call for a motion ...................................................... - Discussion of Commission on the motion ............... - Action by the Planning Commission ....................... .........Kyle Klatt, Planning Director ....................Kelli Matzek, Planner .....Chair & Commission Members ....... ............. ....... I................. Chair ...... .................................. I.... Chair ............................Chair Facilitates ............................Chair Facilitates .....Chair & Commission Members § 154.120 FENCE HEIGHT AND LOCATION. (A) Fence height in street setbacks. No fence shall be constructed exceeding 42 inches in height measured from grade within any front, side (corner), or rear street setback. Fences constructed within the prescribed street setback areas shall be at least 50% open to air and light. (See Figure 154.120) Figure 154.120. Height of Fencing 42" w [ 42 M. Maximum -60% Open uk Air & Wan[ H 1 F 0 R ...... i 42K SOM&75 1421 � Open W 72 fthpi Y #t' =72 R 42- 72" (B) Fence height in interior yards. No fence shall be constructed exceeding 72 inches in height measured from grade in interior yards; and, any portion of such fence above 42 inches measured from grade shall be open to light and air over 75% of the surface area. (C) Fences on double front lots. (1) Lots with fronting along improved public streets at both the rear yard and the front yard may apply the standards of division (B) above for fences paralleling the rear yard. (2) When the rear or side (comer) property line abuts a public street classified as either a principal arterial, A minor arterial, or B minor arterial in the City's Transportation Plan, a fence parallel to that property line may be constructed u to o 72 inches in height, but is not required to be open to light and air. A corner lot must continue to meet safety requirements of 96.03 (B) 19 regarding the obstruction of view of traffic. (D) Grade defined. The grade from which fence height measurements are calculated j shall only be from either natural grade or grade modified responsive to a grading plan approved by the city; and, shall not include the height of berms or introduced increases in ground elevation that would raise the effective fence height over that which would be otherwise permitted by this subchapter, except that a combination of raised grade and fence that would exceed in sum the fence height permitted by this section may be specifically approved by the City Council as an element of a subdivision plat or commercial site plan approval establishing specific property grading and topography. (E) Easement encroachment Where allowed by other divisions of the fence ordinance and other applicable sections a fence may be constructed up to one foot off a property line unless an easement is present or it is determined a fence would obstruct a drainage area An Easement Encroachment Agreement alone with a fence permit, allows a fence to be constructed within a city easement after it has been reviewed and approved by the City Engineer and City Council and the applicable fee has been received. (Ord. 97-137, passed 8-4-2004) I § 154.121 MATERIALS. (A) Permitted fence materials. Permitted fence materials shall be limited to brick, stone, wood planks, split rail, wrought iron, and as regulated by § 154.123. Vinyl or composite material fences shall also be permitted. (B) Finished face offence. That side of the fence considered to be the face (finished side as opposed to structural supports and frame) shall face abutting property and public streets. (C) Chain link or cyclone fences. Chain link, and wire mesh fences are permitted to a maximum height of 72 inches measured from grade. No chain link, cyclone or wire mesh fence shall be permitted in any front, Oder corner, or rear street setback. (See Figure 154.121) Figure 154.121: Cyclone/Chain Link Fencing STREETSIDE YARD Chadry Lk* to a a" Pennatod Chao, M& r„"'a F R ra Ni T ChAM € E in flack or Green Onty (Ord. 97-137, passed 8-4-2004) § 154.122 FENCES IN THE MORELAND OVERLAY DISTRICT. No fence shall be permitted in the OHW setback of any parcel located in Shoreland, as defined by § 11.01, except where the principal structure is entirely located within the OHW setback. Where the principal structure is at least partially located within the OHW setback, fences complying with the standards of § 154.120(B) may be constructed within the side yard area of the principal structure, but not extending beyond the front and rear exterior walls of the principal structure. Decks, porches and landings of any type shall not be considered a part of the principal structure for the purpose of determining allowable fence. (Ord. 97-137, passed 8-4-2004) 1 § 154.123 TEMPORARY FENCES. (A) Defined. For the purposes of this subchapter temporary fences are those that are installed and removed on a seasonal basis, such as snow fences and garden fences. Temporary fences shall be open to light and air over not less than 40% of the fence surface area. (B) Duration and limitation. No snow fence shall or posts therefore shall be installed prior to November 1, and must be removed prior to April 15. T 0 E i r 1 v A i tt ChAM € E in flack or Green Onty (Ord. 97-137, passed 8-4-2004) § 154.122 FENCES IN THE MORELAND OVERLAY DISTRICT. No fence shall be permitted in the OHW setback of any parcel located in Shoreland, as defined by § 11.01, except where the principal structure is entirely located within the OHW setback. Where the principal structure is at least partially located within the OHW setback, fences complying with the standards of § 154.120(B) may be constructed within the side yard area of the principal structure, but not extending beyond the front and rear exterior walls of the principal structure. Decks, porches and landings of any type shall not be considered a part of the principal structure for the purpose of determining allowable fence. (Ord. 97-137, passed 8-4-2004) 1 § 154.123 TEMPORARY FENCES. (A) Defined. For the purposes of this subchapter temporary fences are those that are installed and removed on a seasonal basis, such as snow fences and garden fences. Temporary fences shall be open to light and air over not less than 40% of the fence surface area. (B) Duration and limitation. No snow fence shall or posts therefore shall be installed prior to November 1, and must be removed prior to April 15. (C) Height and location. Temporary fences shall comply with the fence and fence location standards of § 154.1.20, except that snow fences shall be set back at least 50 feet ti from any south or east property line, or such additional distance as may be required to prevent the accumulation of snow on public streets or adjoining property, as determined by the Building Official. (Ord. 97-137, passed 8-4-2004) 0 § 154.124 AGRICULTURAL EXEMPTION.. Fences constructed on parcels in excess of 5 acres for the keeping of horses; and fences constructed on parcels in excess of 10 acres for the keeping of other livestock, as defined by § 11_01, are specifically exempted from the provisions of this subchapter. Any such agricultural fencing shall be at least 75% open to air and light. (Ord. 97-137, passed 8-4-2004) FJ § 154.125 FENCES AS SCREENING AND SECURITY, AS REQUIRED. (A) Generally. The Lake Elmo City Code and this chapter include prescribed physical circumstances of a site where screening of uses, equipment, and outside storage is required. In those prescribed circumstances, fence not to exceed 72 inches in height measured from grade maybe installed, subject to the following standards: (1) Required fences for screening and security purposes in Agricultural and Residential zoning districts shall be set back from all property lines equal to the required structure set back of the zoning district in which they are located, except where residential zoned lots share a common property line with commercial uses, or commercial zoning districts and only on the common property line between the residential and commercial parcels. (Am. Ord. 97-169, passed 5-2-2006) (2) The provisions of § 154.120 regarding fence height measurement from grade shall apply. No combination of earthen berm and fence may exceed the 72 -inch maximum height for screening. (3) Materials used for screening shall be limited to those specified by § 154.121. (4) No such screening shall be roofed or covered in any manner. (Ord. 97-137, passed 8-4-2004) (5) Solid fence not to exceed 72 inches in height measured from grade may be installed, subject to the following standards: (a) The total area of any parcel enclosed by solid fencing shall not exceed the maximum allowable area for an accessory structure in the zoning district in which the parcel is located, less the sum of the area of any accessory structures located on the same tax parcel. (b The area enclosed by screen fencing shall maintain a ratio of width to length of no greater than 2:1. (See § 154.093 . (c) A screening fence that is not enclosed maybe allowed provided the total length of said fence does not exceed the perimeter of the largest accessory building permitted in the zoning district in which the parcel is located less the sum of the area of any accessory structures located on the same tax parcel (B) Outdoor living area extensions, Solid fencing to a maximum height of 72 inches may be used to enclose outdoor extended living areas of a principal structure, subject to the following standards: (1) The area enclosed by outdoor extended living area fencing shall not exceed an enclosed area of 500 square feet. (2) Fence utilized to enclose an outdoor extended living area shall be extended to a point not more than 6 inches from the principal structure at 1 fence termination point. (3) Fence utilized to enclose an outdoor extended living area shall not extend into side yard of a lot beyond the existing building line of the existing principal structure, nor shall such fences be located in any side or front street yard. (See Figure 154.125) Figure 154.125. Fencing./or Outdoor Living Area STREET SIDE YARD Curb Liu ---4 lRapS.ttg Um ----a... rwnes to mulase ouLdnar bving,amn sMoll no 0�auad��! T.. hrlmxrdo yard ro ng Myond muging bulldtng line„ ner #. uh9suphlumos by laeuhrlin any slalwVf fron4a W I t' R - Solid fencing ro rnaxdrosm heasm of �` Ochm E {{ 1 T �i� I r 0 8U11d1nr3 arra D.. .....,.r. {7 �, E T :. 6iMmee 5numi:dmripM - I Y atra "Wr m: to extted . R D The maelansln6sd hyoatd'.eor anbeulrad:.-WRO alae. foului sd4Bfl aft amend an sedosed ata of WD Silo" left Fews u llizedla, endeeo:an outdoor enAondod WOO aroo shelttra #P4srtitad'6o 41pae7E ltflt agate than F inebaa how the pdrrelpat Iftwo " a4Ono tonde blena . tion 'mire. (Am. Ord. 97-155, passed 4-19-2005) 01 § 154.126 PERMITS REQUIRED. (A) Except as noted herein, installation of all fences requires a fence permit issued by the City of Lake Elmo. This permit shall be applied for on such forms, include such documentation, and include such fees to the city for processing as may be prescribed from time to time by the City Council. Fences exempt from requiring an installation permit are limited to the following: (1) Fences of any type installed for the sole purpose of the keeping of domestic farm animals, as defined by § 11_01, and regulated by § 154.104(E) of this Code. All such fences shall be removed by the property owner within 6 months of the termination of the keeping of domestic farm animals, unless an extension is specifically authorized by City Council action; and (2) Fences of any type installed by municipal, county or state governments and public utilities for facility security or the delineation and/or protection of public rights-of- way. (B) Failure to obtain a city fence permit prior to the installation of any fence subject to this regulation shall result in an automatic double permit fee, in addition to any corrective measures to bring the fence into compliance with the standards for fences prescribed by this chapter. (Ord. 97-137, passed 8-4-2004) P § 154.127 FENCES AS NON-CONFORMINGMAZARDOUS STRUCTURES. Fences shall be considered to be structures for the purposes of applying the terms of the non- conforming structure provisions of this chapter, and the hazardous structures provisions of city code and state statute. (Ord. 97-137, passed 84=2004) § 154.128 OTHER PROVISIONS; CONFLICTS. To the extent that provisions of this chapter may conflict with other provisions of the city code regarding the regulation of fences and screening, the provisions of this chapter only shall apply. (Ord. 97-137, passed 8-4-2004) EXISTING UNCHANGED SECTIONS OF CODE § 96.03 PUBLIC NUISANCES AFFECTING PEACE AND SAFETY. (B) (19) Obstruction of view of traffic. All trees, hedges, billboards, or other obstructions which prevent persons from having a clear view of traffic approaching an intersection from cross streets in sufficient time to bring a motor vehicle driven at a reasonable speed to a full stop before the intersection is reached; § 11.01 DEFINITIONS. FENCE. A partition, structure, wall, or gate erected as a dividing marker, visual or physical barrier, or enclosure, not to include any roof or covering. LOT AREA. The minimum of a horizontal plane within the lot lines. LOT, BUILDABLE. A lot which meets or exceeds all requirements of the community land use and development ordinances without the necessity of variances. LOT CONSOLIDATION. The combining of 2 or more existing parcels into 1 parcel and recorded as 1 parcel with the County Recorder's Office. LOT, CORNER. A lot situated at the junction of and abutting on 2 or more intersecting streets; or a lot at the point of a deflection in alignment of a single street, the interior angle or which does not exceed 135 degrees. LOT, CORNER. A lot situated at the intersection of 2 streets, the interior angle of the intersection not exceeding 135 degrees. LOT DEPTH. The mean horizontal distance between the front and rear lines of a lot. LOT IMPROVEMENT. Any building, structure, place, work of art, or other object, or improvement of the land on which they are situated constituting a physical betterment of real property, or any part of the betterment. LOT, INTERIOR. A lot other than a corner lot, including through lots. LOT LINE, FRONT. The boundary of a lot which abuts a public street. In the case of a corner lot, it shall be the shortest dimension of a public street. If the dimensions of a corner lot are equal, the front lot line shall be designated by the owner. In the case of a corner lot in a non-residential area, the lot shall be deemed to have frontage on both streets. LOT LINE, REAR. The boundary of a lot which is opposite to the front lot line. If the rear lot line is less than 10 feet in length, or if the lot forms a point at the rear, the rear lot line shall be a line 10 feet in length within the lot, parallel to, and at the maximum distance from the front lot line. LOT LINE, SIDE. Any boundary of a lot which is not a front lot line or a rear lot line. LOT LINE. A lot line is the property line bounding a lot except that where any portion of a lot extends into a public right-of-way or a proposed public right-of-way, the line of the public right-of-way shall be the lot line. LOT, NON -RIPARIAN. A separate parcel of land within a designated shoreland area but which does not have frontage along a lake or tributary stream. LOT, RIPARIAN. A separate parcel of land within a designated shoreland area having frontage along a lake or tributary stream. LOT, THROUGH. Any lot other than a corner lot which abuts more than 1 street. On a THROUGHLOT, all the street lines shall be considered the front lines for applying this section. LOT WIDTH. The horizontal distance between the side lot lines of a lot measured at the setback line. LOT. A parcel of land designated by plat, metes and bounds, registered land survey, auditors plot, or other accepted means and separated from other parcels or portions by the description for the purpose of sale, lease or separation. LOT. An area within a manufactured home park designed or used for the accommodation of a manufactured home. FIGURE 2: LEGEND EXISTING FUNCTIONAL N City Boundary ---- Roadways CLASSIFICATION Transportation Plan E Parcels 5". Lakes 2030 Comprehensive Plan S EXISTING FUNCTIONAL CLASSIFICATION Citv of Lake Elmo, Minnesota -. Principal Arterial 06 L/dIEE Map date: April 2009 nMinor Arterial Prepared by: B Minor Arterial { TKDA �.,_'-:- Major Collector �`__ EM1GWEERS•MCMTECIe PLhNNEl6 Minor Collector TVe•ou .m �imr o^ rm..... Planning Commission Date: 5/23/11 Business Item Item: 54 ITEM: Southern Lake Elmo — Process Update and Vision and Goals Review. SUBMITTED BY: Kell! Matzek, City Planner REVIEWED BY: Kyle Klatt, Planning Director SUMMARY AND ACTION REQUESTED The Planning Commission is being asked to review a drafted Vision Statement and Goals for the Southern Lake Elmo area. The draft was first reviewed and revised by the Southern Lake Elmo work group which then went to the larger stakeholder group. After a good discussion, the stakeholder group reviewed and commented on the wording and made suggestions that are provided in the right column of the attached handout. Staff is asking the commission to review the document and provide guidance on the incorporation of suggested comments and any additional thoughts or changes. RECOMMENDATION: Staff is asking the Planning Commission to review, comment and recommend forwarding on the Vision Statement and Goals to the City Council. ORDER OF BUSINESS: - Introduction....................................................... - Report by staff ................................................... - Questions from the Commission ....................... Call for a motion ................................................ Discussion of Commission on the motion ......... Action by the Planning Commission .................. ATTACHMENTS: 1. Vision Statement and Goals Worksheet ................. Kell! Matzek, City Planner .................Kell! Matzek, City Planner ......... Chair & Commission Members ................................ Chair Facilitates ................................ Chair Facilitates ......... 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