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Home My WebLink AboutPreliminary Plat - 1-25-19r - 11x17 ALLIANT -ENTLE Y VILLA GE ENOI O 733 Marquette Avenue Suite 700 Minneapolis,MN 55402 LAKE ELMO MINNESO TA 612.758'3080 www.alliant-inc.com LAKE a sM0 DEVELOPER �� 3@ PULTE HOMES Ir— ,, ,•a,€ r E° 7500 FLYING CLOUD DRIVE PAAN SUITE670 EDEN PRAIRIE,MN 55344 1\ PH:952-229-0722 CONTACT:PAUL HEUER ` y5y5 I; EM:Paul.Heuer@PulteGroup.com CONSULTANT - 1=� . � ALLIANT ENGINEERING I 733 MARQUETTE AVE n PROJECT t SUITE 700 sTq �N�N / LOCATION MINNEAPOLIS,MN 55402 FLOCKS 0 EeT PH:612-758-3080 FX:612-758-3099 ENGINEER J 5TH 4 4" aka g•wa "k L Q r s i a n s ° 16 3 ° _ MARK RAUSCH L ww r.o� "�s 44• � ' a,„`e, LICENSE NO. 43480 ~ _ 5V. EM:mrausch@alliant-inacom s HSI: E ® 6 � �� w� �� 4�� °� �� SURVEYOR ch , s s s s E DENNIS B.OLMSTEAD W a BL aae LICENSE NO. 18425 �QQ'3 0 EM:dolmstead@alliant-inacom J Z W LU LANDSCAPE ARCHITECT > � x in o N f\\ ai e MARK KRONBECK LU J 1 \ LICENSE NO. 26222 w W N VICINITY MAP EM:mkronbeck@alliant-inacom z Ld W > C i i I Y i W NOT TO SCALE Q a. I hereby certify� that this plan,as specificoiion,o report w prepared by me or under my p , _�- direct dulpe"isiy Licensednd}hat I L0 the HuosoN eLw N nr.om� — PROFESSIONAL ENGINEER under -- — — - L ___ law of the Staie of — � s p _ _ __ __ __ __ __ __ __ _ __—__ __ - —_ MINNESOTA oo 0 0 100 200 400 xw,(12--t�7 MARK RAUSCH,PE 0_ 1-25-19 43480 SCALE IN FEET SHEET INDEX NO. DO}e "CenSe"°`o QUALITY ASSURANCE/CONTROL COVER SHEET 1 EXISTING CONDITIONS SURVEY 2-3 BY DATE PRELIMINARY PLAT 4-6 DATE ISSUE SITE PLAN 7-9 1-25-19 CITY SUBMITTAL N GRADING AND DRAINAGE PLAN 10-12 o INFILTRATION BASIN DETAILS 13-14 GRADING PROFILES 15 EROSION AND SEDIMENT CONTROL PLAN 16-18 uD o EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 19 oc) SANITARY SEWER AND WATERMAIN PLAN 20-22 BEN\Ew_N` P o STORM SEWER PLAN 23-25 f O\k �`\_" Gam(\0N PROJECT TEAM DATA N TREE PRESERVATION PLAN 26-28 ` GoNS�RJ DE IGNED: MSR j� TREE INVENTORY 29 �Q� PROJECT NO: 218-01 IL LANDSCAPE PLAN 30-32 Np LANDSCAPE SCHEDULE,NOTES AND DETAILS 33 3 1 O 0 SHEET 1 of 33 ALLIANT LEGAL DESCRIPTION NOTES 733 Marquette Avenue T.299 R 2/ -w I/ coR.SEC.sa, Suite 700 That portion of the East Half of the Southwest Quarter and that portion of the West Half of the Southeast 1. This survey and the property tlescription shown herein are based upon , . Quarter,both in Section 34,Township 29,Range 21,Washington County,Minnesota,described as follows: information found in the commRment for title insurance prepared by MlflfleB�JOIIS,MN 55402 II Commercial Partners Title,LLC as issuing agent for Stewart Title 612.758.3080 Comm W encing at the West Quarter corner of said Section 34;thence South DO deg 00 minutes 40 Guaranty Company,Commitment no.55162,dated November 6,2018. TII seconds East,along the West line of said Section 34,a distance of 472.55 feet;thence North 89 degrees !.wl www.alliant-inc.com 57 minutes 32 seconds East,a distance of 1315.91 feet to the West line of said East Half of the Southwest 2. The locations of underground utilities are depicted based on information Quarter;thence South 00 degrees 02 minutes 55 seconds West,along said West line a distance of 714.99 from Gopher State One Call system for a"Boundary Survey locate".The feet to the point of beginning;thence North 89 degrees 55 minutes 22 seconds East,a distance of 212.38 information was provided by a combination of available maps,proposed n feet;thence Southeasterly along a tangential curve concave to the Southwest having a central angle of 29 plans or city records and field locations which may not be exact.Verify all o' degrees 05 minutes 37 seconds,a radius of 1100.00 feet for an arc distance of 558.56 feet;thence South utilities critical to construction or design. I^ 60 degrees 59 minutes 01 seconds East,tangent to said curve,a distance of 224.27 feet;thence 1 Southeasterly along a tangential curve concave to the North,having a central angle of 6B degrees 21 3. The orientation of this bearing system is based on the Washington 1 _ minutes 23 seconds,a radius of 760.00 feet for an arc distance of 906.71 feet;thence North 50 degrees 39 County Coordinate System NAD83(1986). 11 - N89`57'32"E__I_31_5_9/ `minutes 36 seconds East,a distance of 410.97 feet;thence Northeasterly along a tangential curve concave \ to the Southeast,having a central angle of 20 degrees 49 minutes 17 seconds,a radius of 1060.00 feet for 4. All distances are in feet. 3 N an arc distance of 385.20 feet;thence North 71 degrees 28 minutes 52 seconds East,tangent to said 3 MI a distance of 202.22 feet to the East line of said West Half of the Southeast Quarter;thence South 00 5. The area of the above described property is 3,162,661 square feet or o 2 1 2 degrees 01 minutes 13 seconds West,along the East line a distance of 1517.53 to a line parallel with and 72.605 acres;area north of proposed development line is 1,811,430 N N _,a 1 6 distant 217.80 feet North of the North right of way line of Highway No.12;thence South 89 degrees 54 square feet or 41.585 acres. \ '6 minutes 16 seconds West,along said parallel line,a distance of 200.00 feet to a line parallel with and w -=-••' - 6 S E distant 200.00 feet West of said East line of the West Half of the Southeast Quarter;thence South 00 6. Bench Mark 1:Top Nut of Hydrant located in the NE quadrant of 5th o,O •rl.•, 4,., W 2 ] w 6 D's; degrees 01 minutes 13 seconds West,along said parallel line,a distance of 173.18 feet to the North line of Street and Julianne Ave N has an elevation of 1032.25 feet NGVD 29. """'-"` h m _ _ t v Minnesota Department of Transportation Right of Way Plat No.82-43:thence South 89 degrees 18 minutes ., ..,,: o v 2 W .,. 5`�•r:r-'� � e ? ] stacc ;, ' 12 seconds West,along said North line a distance of 1875.94 feet;thence continuing along said North line 7. Bench Mark 2:Top Nu[of Hydrant located in the NW quadrant of Sth - 6" ] e e 10 G sM t G South 89 degrees 53 minutes 55 seconds West,a distance of 230.61 feet to the East line of the West Street and Junco Rd N has an elevation of 1009.69 feet NGVD 29. 'r 7 0 5 4 6 O 9 M(V� O�� 333.00 feet of said East Half of the Southwest Quarter;thence North 00 degrees 02 minutes 55 seconds „ -- 8 I 4 11 7 5 6 O _ East,along said line a distance of 599.99 feet to the North line of the South 675.00 feet of said East Half of B. Elevations at curb line are to top back of curb. a 12 6 the Southwest Quarter;thence South 89 degrees 53 minutes 57 seconds Wes[,along said North line a 14 5 -'-• •"• 0 o B distance of 333.00 feet to said West line of the East Half of the Southwest Quarter;thence North 00 9. Names of adjacent owners per Washington County Tax Records. o N - 13 wNr 10 OUTLOT a 10 g 5 ,_• •, e b O LU degrees 02 minutes 55 seconds East,along said West line a distance of 774.53 feet to the point of `-" 12 11 f s 8 y 2 3 STH IT UN N W beginning. 10. Residential home dimensions on adjacent property are shown per City P.O. i 10 7 6 7 T records where available. 3rn' "OUTLOTG z 7 6 7 OUTLOTC 3 1 1 rr1_:"W ,': ' h N 11 e ] 6 1 2 2 rrr2 y� Washington County,Minnesota o~ sTH STREET N B 7 e e 2 a 0 4 F47 N Abstract Property 2 U OUTLOT C 9 6 6)ry STREET VPNC NOpTH a LL 3� 10 PROPOSED DEVELOPMENT LEGAL DESCRIPTION 12 13 1 2 3 ADDRESS UNASSIGNED LU That portion of the East Half of the Southwest Quarter and that portion of the West Half of the Southeast 9450 HUDSON BLVD N ADDRESS UNASSIGNED LUQuarter,both in Section 34,Township 29,Range 21,Washington County,Minnesota,described as follows: OWNER: DPS-LAKE ELMO,LLC OWNER: DPS-LAKE ELMO,LLC ,^ PID:3402921340006 PID:3402921430003 v/ Commencing at the West Quarter corner of said Section 34;thence South 00 degrees 00 minutes 40 _ _ seconds East,along the West line of said Section 34,a distance of 472.55 feet;thence North 89 degrees J 57 minutes 32 seconds East,a distance of 1315.91 feet to the West line of said East Half of the Southwest L 1 7 . 1 .. v r 1 7 -# v v _ - + Quarter;thence South 00 degrees 02 minutes 55 seconds West,along said West line a distance of Q LU 714.99 feet to the point of beginning;thence North 89 degrees 55 minutes 22 seconds East,a distance of z ---PROPOSED ---PROPOSED 212.38 feet;thence Southeasterly along a tangential curve concave to the Southwest having a central DEVELOPMENT LINE DEVELOPMENT LINE cc angle of 29 degrees 05 minutes 37 seconds,a radius of 1100.00 feet for an arc distance of 558.56 feet; thence South 60 degrees 59 minutes 01 seconds East,tangent to said curve,a distance of 224.27 feet; ADDRESS UNASSIGNED m (n thence Southeasterly along a tangential curve concave to the North,having a central angle of 68 degrees 21 minutes 23 seconds,a radius of 760.00 feet for an arc distance of 906.71 feet;thence North 50 degrees 39 minutes 36 seconds East,a distance of 410.97 feet;thence Northeasterly along a tangential curve concave to the Southeast,having a central angle of 20 degrees 49 minutes 17 seconds,a radius of 1 - I I I I N Z 1060.00 feet for an arc distance of 385.20 feet;thence North 71 degrees 28 minutes 52 seconds East, O tangent to said curve,a distance of 202.22 feet to the East line of said West Half of the Southeast Quarter; m thence South 00 degrees 01 minutes 13 seconds West,along the East line a distance of 10B9.33 feet to a LU Q P line hereinafter referred to as Line 7C;thence South 89 degrees 40 minutes 54 seconds West,along said E Line'X'and its westerly extension,a distance of 1324.76 feet to the East line of said East Half of the V O a O Southwest Quarter;thence South 00 degrees 06 minute 31 seconds West,along said East line a distance 1 ^ (n Z of 15.85 fee[to the North line of the South 675.00 feet of said East Half of the Southwest Quarter;thence , ^_ 1 _ L,J N South 89 degrees 53 minutes 57 seconds West,along said North line a distance of 1314.35 feet to said J Z West line of the East Half of the Southwest Quarter;thence North 00 degrees 02 minutes 55 seconds > Q U East,along said West line a distance of 774.53 feet to the point of beginning. i m m Line X is described as follows: m HuOsoN BouLEVARO NORTH W C Z ON Commencing at the southwest corner of said West Half of the Southeast Quarter;thence North 00 ~ L.J J degrees 06 minutes 31 seconds East,assumed bearing,along the West line of said West Half of the SoutheastQuarter,a distance of 82.86 feet to the north line of Parcel 29C of Minnesota Department of LEGAL DESCRIPTION AND ADJACENT PARCEL DETAIL Z L,J W NTransportation Right of Way Plat No.82-43;thence North 89 degrees 18 minutes 27 seconds East,along W Y I= x said north line,a distance of 40.00 feet;thence North 00 degrees O6 minutes 31 seconds East,a distance 1"=250' m J d W 0 of 61.73 feet to the point of beginning;thence North 89 degrees 40 minutes 54 seconds East,a distance of 1284.76 feet to the east line of said West Half of the Southeast Quarter,and said Line 7C there terminating. I hereby certify Iha#this survey, Plan, or report w s prepared by me or under my direc#supervision and ihc# am a duly Lice sed � AI LOT BLOCK OWNER SAVONA 4THADDINON 12 6 ULSKA BRIANI&EUZABETH SAVOVA iIi I:A.).)"I::V 1 fi VOS�I.Ilil R Land Surveyor under the laws of 30LLC_R'OVJS OULCTG CITY OF LAKE ELMO SAVONA4THADDITION 13 6 VUE TOU F&SABRINA YANG SAVONA 3RC ADD-ION 2 6 MILES M'CN&roTE'✓ the s#a#e of Minneso .ta ,IDO 'lvl �.CONDADDImON 14 1 CREATIVEHOMESINC SAVON-ADDITION 5 ] NOVAKIASON&KATHERINE SAV �i V 3 6 V 1I:.-ONLSPORTEL 6 LEGEND c ILL R ONJ _CONDADDITION 13 1 HART THOMAS&TONY HANSEN SAVONA4TTIADDINON 6 7 US HOME CORPORATION SAVONA 3RC ADD I N 4 6 FR Z KRST N&0-N MITI 13..12 V.l>>.C OND ADDITION 12 1 OP4 BOULDER PONDS LLC SAVONA-ADDITION 7 ] US HOME CORPORATION SAVOVA i'.-) 1 ] •. DENIMS B.OLMSTEAD,LS M M 1+ �//c, 3OLLC_R'ONro _CONDADDITION 11 1 BERG DANIEL R&GAYLE SAVONA4TTIADDINON 8 7 PETERSON KELSEY&MITCHI SAVONA 3RO ADD-10 N 2 7 ME ERHOFER R-RT O CONDADDImON 10 1 WINTER DEANA&MARYP SAVONA PRO ADDITION OUTLOTB OW OF LAKE ELMO SAVOVAi' -1::1 3 7 M � I I :v!i SANL 1-25-19 18425 c O SET CAP IRON MONUMENT 18425 c GAS Date License No. O_ 3LLLL_R OVJ,S_CONDADDITION 9 1 MACHADO EDUARDO&LISA SAVONAMDADDIHON OUROTC CITY OF LAKE ELMO $AVONA 3RC ADD-ION4 7 THE SR CHARCI&DAVEA • FOUND IRON MONUMENT D SANITARY SEWER IOLAI:I: CONDADDImON 8 1 ICREATIVE HOMES INC SAVONA PRO ADDITON DEFT D SAVONATOWNHOMESHOMEOWNERSASSOC SAVONAin.)AI:I:II ON OUROTE .. . c)::DASSOOATION ' Q FOUND CAST IRON MONUMENT - STORM SEWER W/FLARED END 30L1O_R'OVJS S_CONDADDITION 7 1 CREATIVE HOMES INC SAVONAMICADDITION Ol1TLOTE SAVONATOWNHOMES HOMEOWNERSASSOC SAVOVA 2NDACCIT ON 4 5 fl'<_l KV^EI&.AMEI QUALITY ASSURANCE/CONTROL O S;1`. 1141H;1l.IIINN OUTDOTB CITY OF TAKE EIMO SAVONA PRO ADDITON DEFT SAVONA TOWN HOMES HOMEOWN ERS ASSOC SAV OV A JN.)AI:I:II ON 5 5 VS&ANABMSANTIAGO O ♦ FOUND MAG NAIL FIBERWATE OPTIC ^110 VI-A X WATER VALVE �o FIBER QPTQ SA`.'CVA<IH A.I.IIi IN OIIROTC CITY OF TAKE EIMO SAVONA 3RO AOOIHON 8 1 115 HOME CORPORAHON SAVONA 2NDACCIT ON 4 6 KO BE VIC-AE_`:i BY DATE SAVOY-THADDII ON OUTLDTD CITY OF LAKE ELMO SAVONAMICADDITION 7 1 SHAN LEY ROBERTJ&KRISHNT SAVONA7N.)AI:I:II ON 5 fi IAVM iI N)M1I A.,.-&LYNNM In TELEPHONE BOX ou OVERHEAD UTILITY S A VONA 41 H A.I.II I ON 6 4 US HOME CORPORATION SAVONA3RDADDIPON 6 1 LEONERIAC08 W&KRISTEN A BERTEISON SAVONA 2N D ACCIT ON 6 6 FAM MAR AV V&GANG DATE ISSUE .� sO SANITARY MANHOLE E UNDERGROUND ELECTRIC SAVON-THADJII ON 7 4 US HOME CORPORATION SAVONAMICADDITION 1 1 2 LANG HARRY D&ROBIN S SAVON-N.)AI:I:II ON 7 fi 6ni 1111nI�V -1I 1-25-19 CITY SUBMITTAL - 11 N O CATCH BASIN X FENCE S A VOVA<IHA.I.IIi 2% 8 4 LIS HOW CORPORATION SAVONA PRO ADDITON 2 2 AMRHN BLAKE&KELH $AVONA2NDACCITON 8 6 %'A1_ETMI-1HE_1_5&A11ENL POWER POLE -II CONTOUR PER FIELDWORK/LIDAR SAVON-THADJII ON 9 4 US HOME CORPORATION SAVONAMICADDITION 3 2 ROTH BRITTNI&RYAN SAVONA OUTLOTC AV::NAN.1::115OR 1):3I:A-31 ATION �- S A VOVA<IHA.I.IIi 2% 10 4 LIS HONE CORPORATION SAVONA PRO ADDITON 4 2 GIDDINGSCHRISTOPHER D J&NICOLE SAVONA oUTLOTE 5AVONANE,HBOR-DOCA550CIATION > GUY WIRE ---1002--- CONTOUR PER RECORD PLAN S AVOV-THADJII ON 11 4 US HOME CORPORATION SAVONAMICADDITION 5 2 HUYNHTAM&BANGTRINH SAVOVA OI.I.:: t� .. ... D FIBER OPTIC VAULT EDGE OF WATER S A VOVA<IHA.I P.IIi 2V 12 4 US HOME CORPORATION SAVONA3RDADDION 6 2 HALVERSONIESSICAR&MATIn- $A\'OVA 6 2 NA-NI-LASI&MAR�a NEUMAN FIRE HYDRANT CONCRETE SAV(VA,.IIIAJJII OV 13 4 US HOME CORPORATION SAVONA 3RD ADDIHON ] 2 DAl1GHERIY ERIC M&ANNE SAVONA 7 2 N .I V ::VMVIRAV-ONELADPOPTEIECAN-NGUYEN (D 0 LIGHT POLE S' O ,4 A)III 2% 7 5 US HOME CORPORATION SAVONA PRO ADDITON 8 2 US HOME CORPORATION SAVONA 8 2 RI ED PALLA&( IEL O A SIGN S ONA,III A3311 ON 8 5 US HOME CORPORATION SAVONAMICADDITION 9 2 BERSIEJOANL SAVOVA 9 2 TA .KM t:..rLLEL BITUMINOUS S' O„ IH A.I.II12V 9 5 US HOMECORPORATION SAVONA PRO ADDITON 1 3 DEGNANTERRY L&IAMESR NEA1MAN $AVONA 1 3 MAI ES KI VA'T El✓ &KA-H;R'NEA ® WELL SAV0NA III A3311 ON 10 5 US HOME CORPORATION SAVONAMICADDITION 2 3 THOR MARC T&DIANEL SAV1)VA 2 3 AMIA'-11-1 ED ® STORM MANHOLE - GRAVEL SAVOVA41HA 111N 11 5 US HOME CORPORATION SAVONA PRO ADDITON 3 3 BURNSVOLDDEAN&R0881N $AVONA 3 3 IBM-BRAD- 0 4 CURB STOP SAVONA'.IIIADJII ON S 6 JUS HOME CORPORATION SAVONAMICADDITION 1 4 LEONARDRUSSELLF&JUDYA SAW- 4 3 DAH.VAN)AV&.0.)" PROJECT TEAM DATA N B MAIL BOX (_Yw1. TREE LINE SAVOVA4THA.).)II ON 6 fi LIS HO MECORPO RATION SAVONA PRO ADDITION 2 4 PATEL HARESH R&SWANH $AVONA 5 3 SIMOV1-55 CA.&JOHN%'j CHECKED: PG, DIED SAVOVA'.IIIAJJII ON 7 6 115 HOME CORP RATION SAVONAMICADDITION ADDIHON 3 4 DEEB CAROLYNA SAVOVA 6 3 ESHII VAN I:An I.�KK..s TILIN7 IV DRAWN: ORE X LIN X TOP OF EXPOSED GAS PIPE SA`.'OVA 4IH A.l 11 11V 8 6 ATIENZA LLUMINADA&RANDOLPH SAVONA3RDADDIPON 1 5 AMLMOUIST NOAH&BRITTANY AAVOVA 7 3 RAN G=L.L5IN L&KAT-_E=N 1= TP17730 TREE W/TAG NO. PROPOSED DEVELOPMENT LINE S AV O N A'.I I I A J JII O N 9 6 US HOME CORPORATION SAVONAMICADDITION 2 5 DENIM I NG JEN NI HER L SAVOVA 1 6 EVEVi VAT- ✓J KAVVI PROJECT NO: 218-0165 O o TREE SnVOv;,KIH n.I.I IT OV 10 6 SUBRAMANIVISWANATH&RENUI(ADEVISUYAMBUNATHAN SAVONA PRO ADDITON 3 5 BORDERS-ROBINSON ANGALA a&AARON ROBINSON SAVOVA 2 6 KOV:AISKIVI HAI.AKKAI.RY 0 1o57X GROUND ELEVATION SAVON-THADJII ON 11 6 US HOME CORPORATION SAVONAMDADDIHON 4 5 ARNTJODY V c (R)PER RECORD AS-BUILT c Ll 3 O SHEET 2 of 33 ET- / solN°' 97682�) / A V Z a B �u h2��..®�s a39'k 54 1 d c ° "' NTH° 22 ` ° ALLIANT o rv7�7 I�I 1 IE ENGINEERING / Dart q `� a � v `I X M a1 1M 9 7 / I A I I I I ii, 0 �1111 va v r iNv9z�ss a� � Ex(T D 733 Marquette Avenue �3 ��)v�� /�/i/��w�v��--- 6�� // // Z e� �� 6� �g�� al si9Ja' A`� Suite700 _ / - 2� " o Minneapolis,MN 55402 ��i11 �f,v1 /g/` n II +�i� P�Q D' P --- N \ \��__/ V IIII I/ 1` I n r. r �___ (\ �. 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RV () i NV 97a(R)J \\F� o ,.r._ M 0 BUILDING _ _ - I\ JBU LOING f Nv 1030(R)� ��'7 %' _ NV 006.86(N))((R)) \C` V/ E Ex ST NG O, , EXIST NG 0 XI00 4 z w as ne] 7e _ M Io os �' A ,nVoo.67(Nw)(RY -" 4X / �N.V Nso \ \ ILT FEN E--' �{ I � ////6 XI02is4 10 49D(W) X � ' Nv 100.4CDEJC) Y )C) \627 1a10 Nv 07.p,8(NW)(R) \ \ PUBLIC ROADWAY /I / /� / ME \ -C\�3so(NE7 L ba RIM Iota se WV D9s 62 Nv Ds R f o \ EASEM€NH PER DOC 9e990 ]J' x ( )(R) N�\\\ V�8(NE)() �2 "\ \ 1 INV . �( 99 \\ \� 11 M<v]6 i�eo 1o1e.w 1o1e 019.6n �; Ay .r- No. aor�7o76,oz CW9C i� 6 2�'2i-y ° X° .0� oz °0'�0 ' X997a6� O X' 8 9 D ° - no an]] 0.00 L-906.71 � , 020.30 xom 35 W9 x9v3.e3 X om N v ^11]715 r XIDI4-37 W n on] ��W V A oIB o° A�'� + 's2'4-� �� _I RIA9t w'IC>� °Sc � v aaa!�N4q�) XI 6.]XOoas �Iool�Js aao LJL,J w ,U TPLIN to 101q Pda �� N oo02383X� F�\O _ �r 8 PYC ILL �T-loll.v // x RV NV)(0,251 W 995 i r N mo 02.3a o z M",.o 1 INv o a0a Q - Nv s9 se(w)(R) XIOIs.63 wol9.az I a ao3�' XIOIs. 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R X 026.3 NV 989.84(E) \�\2O cc /]48 I]45 X1019.28 Z XOL3s Xo2033 N 98974(S) cc r- r O14 XI022.80 X1002.3 XIDDD.JD \ C I]43 ]3 1018 F F al I / / 30- }0 �` X1021.64 ^Iv1 c/ _ \/ _ L '^ V! 7(06_J4;/ 01]55 XoB \ \ 0 L , c `X02 r v t X021.45 X 5.3 10" XI021.03 /t X999.5 / 1%1 9 ,,¢I XI00 19 ew 1]36 \ \ )00,0sa X o 1/ XIOOLSJ x99e B X07.2 XI009.2 XD029 X.00.86 IX06.63 XI026.4 �\XI02/2pf/ X'101916 r1X 09.15 X07.52\ XIO _5E / 0 - �_/� io X 73 X1016.ao 1011.81 N.LINE 0 S. 5.00 FT o o e.a XIo20.es ry / _ V LD 1013.91 / V/ Z Xlmeso ..� \ ,_____ OF E I of s 4 of - o' w _0 \ � / 9450 HUDSON BLVD XIoz1.3a 1 1 0o Is.O- DPi nro ' SEC. 4 rob XIOIG.14 USHxIo WNER: DPS-LAKE E M0,LLC 102p o '1 a > X101e 74 X1019.34 X1o1e.s5 P NE X1017.73 AWNS R:SDP ALA GEE L LC X9993a p\ \ X1oo9.1e 3 ID: 3402921340006 x 2 m PI 3 029 14 00 IRN 4 X99as9 X99s 13 /`1K99 a W Q 100q o \/ \ X1010.5 X1009.46 X101852 07 X102 -- o XD19. 0E xlDla52 XI016_JO X1016.95 X1018&77 XI019.21 X101J_31 X \ 1Do2 = xo'.'7 >\ \ XIOIS' -- pIIII W'LY EX. OF LINE'X' a O 01]36 6'WIRE FENCE, \ \ XI009.6B X1o09. X101098 19�� --PROPOSED DEVELOPME T LINE XI019.45 9939 92 X996. w 4 EDT' d SOO�D6'31"W X1Dzo. / X101z. -589°5357 968 X1 T.oa 1 J Z Nop�z XIoo9.4s OPOS D DEVEL T LINE xx 1N -- i O N // X1 7.29 i LIN xlooa.a9 9 W 1314.351o1s.00 __B _� _, _N IS 85 �' 40'S4"W 132�.76 Z / 0/ TRAIL 98a.36 R \ L Q�a.S� 5.2i -8 > Q V I 735 _ �' 89°5357"WW 998135 � � � � � � ...() X1, I 4.76 98] -" _ X99297 X992.a4 g kkk _ a 9 S8 °5 'S 996 Z �e rIy� XIDDD.J2 X'1009.56 XI010.99 3 X1019.08 XI08.99 �� 8 WATERMM IIigTU_G1a mm LU II 333. \ XIoO.IT XIO 1016.69 lap RM IOlfi 75 vl ram_ X1013.35 ��/// x X10154J 99) °'\ /�,� � Z O �� CA _ J I - A XIOzo.az lNv Sae s(s)' 1 _ 990 x99L4B X99o.ae �/ J _ 1 as \ Xlolosa Xlon.m sa80 O 1 .e(a7 Q1/ ExsTNc vv 11I,I// Lj ��/� __ INV9 0(E) 11 8a XI01255 I C XI011.16 - ,SILO X989.2] Z w x a2�c W Y X 1 - .I ' I �.rl m I M Q w \\\\ 015 2 0 _ - � 1' p _ W J li W 0�3\ I `� 66 0 FOSNonf I / hereby certify Ihaf Phis surve DO plan, or report Was prepared 6y \ _ < 1 s.oNE AND c m m a __ e or under my direct supervision LO Nc / pOe -------333.00- \ . J w � mom 1 -- ------ ---- �1_.Nc o N i _ PRO _03 and iha# I am a duly Licensed \ zE o Land Surveyor under the laws of N \ \ POSED DEED DIMENSION - 01< <-- 11 \ k E.LI W.333 0 FT - = j BY OTHERS - the #ate of Minnesota. O 1 _. _- OF I/2 FSW I/ OFDO - _ / LEL _ �r/� p Z. o = 1 UJ�u \ 34 - 111 IV WITH AT R.O.W.ALINE Z.n o o w DENNIS B.OLMSTEAD,LS DO '�\ \ w 1 W °o ry CAPPED WELL OF HWY NO.212 ¢a 30 1-25-19 18425 O N \ \ - _ 1 Rj W N ® `� 1 Date License No. \ \ -2' �� o 6'CHAIN-LINK--� cHAw-uN1c S 1 \ 4 1 1 1 -_-_ QUALITY ASSURANCE/CONTROL \ IS FENCE X X�`�( o � V A v m'�.� 11� �� 1 x wesT of PROP \ rl U A LINE PARALLEL WITH / P \ FO I/2"1P FEN 9242 HUDSON BLVD N-- x \25 25 =1 E LINE OF W 1/2 OF 15.5i= S89°5416"art/1 BY DATE PID: 3402921340004 1 SE 1/4 OF SEC. 34 1 OWNER: GATSBY INV I LLC o \ \ .1 1 _ 2HUDSO DATE ISSUE x I \ \ /I M'PID: 402921 BLi0 N 1-25-19 CITY SUBMITTAL �L� p PID: R: AL 1430Q06 OWA LWC \ \ \ _ N.LINE OF MNOOT R.O.W. �� 1CONCRETE NE AND °O 1�CHILDREN � 1 'ARCH -a , 1\\l_SI2'48'05" I 30 30 lr'y N840.007£PROPOSED DEED DIMENSION 1%i- PLAT N0.H2-43 7// / WETLANDV 99L 6 \ e��D BUILDING FOUNDATION pp _200.00 � \ BY OTHERS p^ N _1__ I - - - ON �-LS A3933 CID 30 x40 2�NV 994.1� 44.55 W i� I� 1 0u ® 0u 1 I o €e rse N�99 9 , 8�68 _ _ I- � � s I I I��^� x- � N.RO.W LINEOF 1 AR ` .I I� I' - 6 vas43933 S89°7�12'W 1 75.94 .1 - �� HWY N0.2l2 t SMGTARY LIP afATHW ` gl"CMP o 1 i HUDSON= BLVD N (uA7trAeLE':w+nTu} � PROJECT TEAM DATA o y i N - - - _ - - - - - - - - - - - - - - - - - _ T - - - - - - - _ _ - - _ - - _ CHECKED: PG, DBO X RI DRAWN: ORE S89°53'55°w I' 11 1\ PROJECT NO: 218-0165 m 230.61 S.LINE OF E 1/2 OF W S I/4 CORN SEC. 34, T.29,R.2l S.LINE OF W 1/2 OF SW 1/4 OF SEC. 34, vl�a SE I/4 OF SEC. 34, T.29,R.21 ro --- (SW CON. W 1/2 OF SE 1/4) T.29,R.21 c _ ----PROPOSED DEED DIMENSION BY OTHERS 0 50 100 200 3 o SCALE IN FEET SHEET 3 of 33 _ L-J LLI i Q - z \ \ a-,�/ ALLIANT ENGINEERING j I 6o7 E202 2 733 Marquette Avenue Suite 700 / g 43D}3 N Minneapolis,MN 55402 y l fio i" L \ 00�0/Y �\ 612.758.3080 / 9" ,'93-0, www.alliant-inc.com \ 6 p91 m. s a3033 S F_ EXISTING PERMANENT AND 9Q 1 10 a 41 - - TEMPORARY EASEMENTS TO 2 L� 8 9 2 BE VACATED, SEE SEPARATE / 7 VACATION EXHIBIT / 6 \ 5 ;.; N89°55'$Z 2\ L=55B.56, J j \ so 2_ \\ 9� \ 3 4 1 - ;L I O Is \ \ -AGREEMENT AREA PER "Pa o \\ \ \\ DOC.NO.4076835 is v 16 is L J -� OUTLOT F --� \/ // \ 6 S �- 22 21 2 0 ID 112'1 \\ \\ 31 S \\ T RE � � \/ \� s3<ez BLOCK 5 23 � s1 sz s3 sa ss s�°s \ / / _ �� J 29 30 / 9\ \ 56 57 58 59 00 90)0 \ EXISTING PERMANENT AND r \ \ 28 o2 SSW COR.OUTLOT F, \ S F22 TEMPORARY EASEMENTS TO 'o°" 24 A-A 50 \ \ _ _ 1 \ 42r BE VACATED, SEE SEPARATE I \ y 27 / / \� 25 49 \ _ 2 3 / VACATION EXHIBIT I \ \ G��' 26 / 1112 r 48 / \ \\ ROAD 4 / / \ 2425 // 10 \\ \ c 47 / 5 / �- PU LIC ROADWAY I \ / 23 / 9 \ '/ u) \/\�- EA EMENT PER[OC. 22 / 8 2g' \ \ 7 / �NO`4om7oz 0 00 / o 8 L= 06:7-1'-R tH) 21 POP° / 7 13 ) \ 29 N 46 I \ \ 20 19 \ \ 9 \ A=68°21'23° vA LE WID / 20 v 4s \ \ 18 17 16 15 1 / � RIAO 19 / 5 6 15 3 44 I I OU1TL0 G\\ 14 13 12 \\\ \\ / 12 13 5TH STREET N // 16 1716 / // 3 4 16 I I 3 0 un a3 I 11 \ 1a 16 �� 15 / 2 BLOCK 3 1 3z - - - �� I \ - 10 �Wa,� 16 13 14 // 1 17 1 J 9 �JN 17 1112 1 1 33 a J 8 18 F- -I 10 / OUTLOT D 18 ' 34 J w °a BLOCK 6 7 6 \ 19 20 9 / o 41 \ a \\ 21 OUTLOT C 8 / 19 I vWi IN ~ a w 40 \ o m 5 4 \ 22 OUTLOT E // CC\ \ m 3 7 / 20 35 o a_ G LV 3 0 39 I I \\ o OUTLOT H r_ n _2 ^ \\ 2324 I I 6 / ^ 29 28 27 26 25 24 23 22 21 / / 36 \'v = O 38 / \ 5 \I F \I\I l \ 25 30 30 4 / _ _ / / 37 3~ /A \I\I i /' / I \I i- V� 37 a - - -�= �_ - j .// \ 26 I u I 2 3 / v \ - -, ._�_ ,r - / 38 OUTLOTB °M s E 36 _ 9 8 66 65 \ J w ~ ~ un \ Rp- \ �/ 7 6 \ 28 p / / \ ROAD / / 39 a '�O \ \ N.LINE OF S. 675.00 FT p v, �,� OF E I/2 OF SW I/4 OF PO \ 67 - - - - - - 40 W L O O_ d 35 SEC. 34 i 5 68 41 3433 - - - - - - - _ 4 \ // 69 62 61 42 I \ / 32 / \\ 12 11 10 3 \ / 70 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 J Z o 31 30 29 ]� \ \ \ 27 26 2s 24 FHd EH 13 2 Ram D / 71 OUTLOT A > a a o OUTLOTI \ \ OUTLOT 1 \ q Ro1� u_ >. Z Z _ BLOCK 1 - W o N \. \ BLOCK 5 S89°40'54"W 1324.76' -' J � 85' w SO°O6'3VW 15. N89°53'57"E 1314.35' t H J :3PROPOSED D/U EASEMENT f` J/-�PROPOSED D/U EASEMENT PROPOSED DEVELOPMENT BOUNDARY o I \ �___I I__ \ PROPOSED DEVELOPMENT BOUNDARY " L1A Y 1 m _ a a EXISTING D/U EASEMENT I hereby certify that this plan, peci fi coii on.or report was o - _ UTILITY EASEMENT s L prepared er me under my direct supervisionand}hat I am a duly Licensed uD PARCEL AREA TABLE PARCEL AREA TABLE PARCEL AREA TABLE PARCEL AREA TABLE PARCEL AREA TABLE PARCEL AREA TABLE PARCELAREATABLE PARCELAREATABLE PARCEL AREA TABLE PARCEL AREA TABLE PARCEL AREA TABLE PARCEL AREA TABLE N�y PROFESSIONAL ENGINEER under ! ((``,,11 � � the laws of the Staie of CD PARCEL AREASF AREAAC PARCEL AREASF AREAAC PARCEL AREASF AREAAC PARCEL AREASF AREAAC PARCEL AREASF AREAAC PARCEL AREASF AREAAC PARCEL AREASF AREAAC PARCEL AREASF AREAAC PARCEL AREASF AREAAC PARCEL AREASF AREAAC PARCEL AREASF AREAAC PARCEL AREASF AREAAC �`.4\`v, P� MINNESOTA�n B1-L1 1,951 0.04 B1-L23 1,951 0.04 B1-L45 1,78E 0.04 B1-L67 1,951 0.04 B2-L18 1,836 0.04 B3-V 1.951 0.04 B3-L29 1.951 0.04 B4-L22 11951 0.04 B5-L16 1.836 0.04 B5-L3B 11836 0.04 B6-L1 11951 0.D4 OUTLOTC 67,4115 1.55 F& 4 �1uG� MARK RAUSCH,PE B1-L2 1,836 0.04 B1-L24 1,951 0.04 B1-L46 1,900 0.04 B1-L68 1,836 0.04 B2-L19 1,836 0.04 B3-L8 1,836 0.04 B4-L1 1,900 0.04 B4-L23 1,951 0.D4 B5-L17 1,836 0.D4 B6-L 6-L2 39 1,836 0.D4 B 1,836 0.D4 OUTLOTD 91,796 2.11 CJ�T� 0_ A�v 0 1-25-19 43480 B1-L3 1,838 0.04 81-L25 1,836 0.04 Bi-L47 11951 0.04 Bi-L69 1,836 0.04 B2-L20 136,8 0.04 83-L9 136,8 0.04 B4-L2 1,788 0.04 B4-L24 1,838 0.04 BS-L C/ 1B 1,951 0.04 BS-L40 1,838 0.04 B6-L3 1,838 0.04 OUTLOT 57,806 1.32 � FOB Date License No. O B1-1_4 1,836 0.04 B1-L26 1,836 0.04 B11-1_48 1,836 0.04 B11-1_70 1,836 0.04 B2-1_21 1,951 0.04 B3-1_10 1,836 0.04 B4-L3 1,788 0.04 B4-1_25 1.836 0.04 B5-1_19 1,951 0.04 B5-L41 1,951 0.04 B6-1_4 1.836 0.04 OUTLOT F 151,70D 3.48 QUALITY ASSURANCE/CONTROL 1= B1-L5 1,951 0.04 B1-1_27 1,836 0.04 B1-1,49 1,836 0.D4 B1-1_71 1,951 0.D4 B2-L22 1,951 0.D4 133-1.11 1,836 0.04 B4-1_4 11900 0.04 B4-1_26 1,836 0.04 85-1-20 1,836 0.04 B5-1_42 1,951 0.04 136-1.5 1,951 0.D4 OUTLOTG 78,230 1.80 B1-L6 1,951 0.04 B1-L28 1,836 0.04 B1-L50 1,836 0.04 B2-L1 1,951 0.04 B2-L23 1,836 0.04 B3-L12 1.951 O.Od B4-L5 1,9D0 O.Od B4-L27 1.836 0.D4 B5-L21 1.836 0.D4 B5-L43 1,836 0.D4 B6-L6 1,951 0.04 OUTLOT 53,142 1.22 LEGEND. BY DATE 0 B1-L7 1,836 0.04 B1-1_29 1,951 0.04 B7-1_51 1,836 0.D4 B2-L2 1,836 0.D4 B2-1_24 1,836 0.D4 B3-L13 1,900 0.04 B4-1_6 1,788 0.04 B4-1_28 1961, 0.04 B5-1_22 1,836 0.04 B5-1_44 1,836 0.04 B6-L7 1,836 0.04 OUTLOTI 8,496 0.20 PROPERTY LINE DATE ISSUE B1-1-8 1,838 0.04 B1-1-30 11951 0.04 131-152 1,951 0.04 B2-L3 1,836 0.04 B2-L25 1,836 0.04 B3-114 1,788 0.04 134-1_7 1,788 0.04 B5-1-1 1,951 0.04 85-1_23 1,951 0.04 B5-1_45 11838 0.04 B6-LB 1,838 0.04 ROW(5TH ST) 294,126 8.75 LOT LINE 1-25-19 CITY SUBMITTAL N B1-1_9 1,836 0.04 B11-1_31 11836 0.04 B11-1_63 1,951 0.04 B2-L4 1,836 0.04 B2-1_26 1,836 0.04 B3-1_15 1,788 0.04 B4-L8 11900 0.04 B5_1_2 1,836 0.D4 B5-L24 1,900 0.04 B5-L46 1.951 0.D4 B6-L9 1,836 0.04 ROW(A,B) 136,349 3.13 - - R.O.W C B1-L10 1,951 0.04 B1-1_32 1,836 0.04 B1-1_54 1,836 0.04 132-1_5 1,836 0.04 B2-1_27 1,951 0.04 B3-L16 1,900 0.04 B4-L9 1,900 0.04 B5-1_3 1,836 0.04 B5-L25 1,788 0.04 B5-L47 1,900 0.04 136-110 1,951 0.D4 ROW(D,E,F) 155,207 356 EASEMENT LINE O B1-1_11 11900 0.04 B1-1_33 1,836 0.04 B1-L55 1,836 0.04 B2-L6 1,951 0.04 B2-1_28 1,951 0.04 B3-1_17 1,9D0 0.04 B4-1_10 1,788 0.04 B5." 1,836 0.D4 B5-1_26 1,788 0.D4 B5-L48 1,788 0.D4 B&I-11 1,900 0.D4 ROWG 321278 0.74 • FOUND IRON MONUMENT � B1-L12 1.788 0.04 B1-L34 1,951 0.04 B1-L56 1,836 0.D4 B2-L7 1,900 0.D4 B2-L29 1,836 0.D4 B3-L18 1,788 0.04 B4-L11 1,788 0.04 B5-L5 1,951 0.04 85-L27 1,900 0.04 B5-L49 1,788 0.04 B6-L12 1,788 0.04 O SET CAP IRON MONUMENT \p TOTAL 1,811 A30 41.58 C) B1-113 1,788 0.04 81-1-35 1,900 0.04 131-157 1,836 0.04 B2-L8 1,788 0.04 B2-L30 1,836 0.04 B3-119 1,788 0.04 B4-1_12 1,9D0 0.04 135-16 1.900 0.D4 B&I-28 1.91 0.D4 B5-L50 1,900 0.D4 Bfi-L13 1.788 0.D4DO AI B1-L14 1,900 0.04 B1-L36 1.788 0.04 B1-L58 1,951 0.D4 B2-L9 1,788 0.D4 B2-L31 1,836 0.D4 B3-L20 1,900 0.04 B4-L13 1,951 0.04 B5-L7 1,788 0.04 85-L29 1,788 0.04 B5-L51 1,945 0.04 B6-L14 1,900 0.D4 IV B1-115 1,900 0.04 B1-1-37 1,788 0.04 131-159 1,900 0.04 B2-1_10 1,900 0.04 B2-L32 1,836 0.04 B3-121 1,900 0.04 B4-114 1,836 0.04 135-18 1.788 0.D4 B5-L30 1,788 0.D4 B5-L52 11836 0.D4 Bfi-L15 1,951 0.D4 PROJECT TEAM DATA o N B1-L16 1,788 0.04 121-1-38 11900 0.04 B11-1-60 1,788 0.04 132-1.11 1,951 0.04 B2-1_33 1,951 0.04 B3-1_22 1,788 0.04 B4-1_15 1,836 0.04 B5_1_9 11900 0.D4 B5-L31 11900 0.D4 B5-1_53 1,836 0.D4 B6-L16 1,836 0.04 DESIGNED: MPR X B1-117 1,788 0.04 B1-1_39 1,900 0.04 B1-1_61 1,78E 0.04 132-1_12 1,836 0.04 B3-1_7 1,951 0.04 B3-L23 1,788 0.04 B4-1_18 1 1,836 0.04 135-110 1,900 0.04 B5-L32 1,900 0.04 135-154 1,836 0.04 B6-L17 1,836 0.04 DRAWN: SIL PROJECT NO: 218-0165 Qj B1-L18 1,900 0.04 B1-L40 1,788 0.04 B1-1_62 1,900 0.04 B2-1_13 1,836 0.04 B3_L2 11836 0.04 B3-1_24 1,900 0.04 B4-1_17 11961 ODD B5-1_11 1,788 0.D4 B5-1_33 1,788 0.04 B5-1_55 1,951 0.D4 B6-L18 1,836 0.04 I B1-1-19 1,951 0.04 B1-1_41 1.788 0.04 B1-1_63 11900 0.04 B2-1_14 1,836 0.04 B3-L3 1,836 0.04 B3-L25 11951 0.04 B4-1_18 1,951 0.04 B5-L12 1,788 0.D4 B5-L34 1,788 0.D4 B5-L56 1,900 0.04 B6-L19 1,836 0.D4 4 C B1-120 1,836 0.04 B1-"2 1,900 0.04 131-164 1,788 1 0.04 B2-L15 1,836 0.04 83-L4 1,836 0.04 B3-1_26 1,836 0.04 B4-119 1,836 0.04 65-113 1,900 0.04 B5-L35 1,900 0.04 85-L57 1,788 0.04 Bfi-L20 1,951 0.04 D SD 100 200 '= B1-1_21 1,836 0.04 B1-1.43 1,900 0.04 B1-1.65 1,788 0.04 B2-L18 1,951 0.D4 B8-L5 1,838 0.04 133-1.27 1,838 0.04 B4-1_20 1,936 0.04 B5-L14 1,951 0.D4 B5-L36 1.951 0.D4 B5-L58 1,788 0.D4 OUTLOTA 160.460 3.68 3 O 81-122 1,836 0.04 21-144 1,788 0.04 B1-166 1,900 0.04 B2-L17 1,951 0.04 8&1_6 1,951 0.04 B3-128 1,836 0.04 B4-1_21 1,836 0.04 B5-115 1,836 0.D4 B5-137 1,836 0.D4 B6-L59 1,900 0.D4 OUTLOTB 76,8D0 1.76 SCALE IN FEET o SHEET 4 of 33 \ \ A \ Z .. .,' '��.� , i \ _ I N RE'j`SwNP ` ALLIANT / �OR �` \O'1 ENGINEERING Go Suite 733 Marquette Avenue \ It \ G Suite 700 // 'J �\ ° ` NOS Minneapolis,MN 55402 � \ �6 0 25 50 00 612.758.3080 N89°55122"E .38' \ /J`/ -�^ * L_ ! \ \ / / \\' 6'), \ / SCALE IN FEET www.alliant-inc.com \ \ 558.56, / 9.0 \ LEGEND: 8 \ \ \ ��_AGREEMENT AREA PER / ^? f \\ \\ DOC.NO.4076835 -- \ / \ --------- EASEMENT LINE BUILDING SETBACK It V PROPERTY LINE _ N89-55'22"E 212\60' _\ L=271.02'R=1000,00• \ / T•y _ ,/ LOT LINE \ \ / \ ROW 42 / OUTLET F • FOUND IRON MONUMENT I \\ \\ S87'04'75"E 123-00' ST i �� DRAINAGE ANO UTILITY EASEMENT \ \ 25.50' 24.00' 24.00' 24.00' 25.50' n OVER ALL OF OUTLET F - - S7g°9'35'• RFF�. \ / / \ O SET CAP IRON MONUMENT � 25.50• E 24.Op' BLOCK \`\ \\" 5 5Z 5- 5 5 5 °0 S9o�� /h 6i6, z3.ss' za.00' za.00' z4.00' zsso' z� o � O � yo 25s0. ss'sg, 00 qo'o"S620 >RS. \ 587'04'15"E 121.06' 25.50 24.002 z o ^m <° y° 24.Op•1gf 9g \ 4?T \ a ^W P _ _ S79'L9'3s" Q; g a h o• / h a° 269 SO•ryy' If /\�/\ 7=204.62'R=900.0- _.00' 01,S62 ly>y5 °o °o d=13.01'35" y. ,4a ROAD q `1Wssz �7 >ASo• sip0 \ h S6ss0p?24 a� .o ma yo 24090� Ss°Sg0 / \ / 6y, �^'i \ e-O,ti \-�- - - gas"e °p"z o� 5a •? o° 25 �O /F / //�/ - >s y° a' • \ L'a04_ss' gs.0p, Ss0? tiooy 6<� " so• C 22y / / /`EXISTING PERMANENT ANDpuDu RonownY s0.y o'a R, a o a o /� 2>• TEMPORARY EASEMENTS TO - � 24r3g.W 147. �d-2727-""00' 'off lso6s' 2s do ° 7``` b 2s BE VACATED, SEE SEPARATE ENe�boo 702R DOC. I J \ °p 24.00 00' dog. Rcg SO? y0 n y S0, g, / "' s8s's7'os"E 76s0' za.op' se\ 2 0 2 °1 VACATION EXHIBIT 4 o• \ to°00? � yo " aoo, sg - r- Sg. J LL o S89.57'O5§76.50'� �- \ \ 2v„ °''e 4OO? A o 9,�, j ,o• L=906.7 96. a a µ�� ' pp. S°? M oS89.57'05�76.50'0wsg,0t- v , zs \\ \ S°•2q /r o0 1y/ ^� °oaos'24\ µtµ�t h o \ s m y 2 oS69'S7'OS"E 76.50'�5 OUTLET G\\ N8 z4°8'.,W4°poo4.ppz 25.5pZ by 131 h \ s S°sg%,F�4°p=" h3 °yo` w In o \ \ ry b ^ yb 2 s0, Ns \\ s°'s 0 / s 2 s 76 I) ALL U LITY EASEMENT 2S, 0;� 1y S 0 \ / '°ems\/ y �`014 3 ^ oSSO \ do25,aR�86 00, N o 589'57'0 76.50'N P. Y S J °° a^ ^° 24 0 2 0 l 0 \ / /J P S y y y 2S 0. OVE\ALL O OUTLO G N :i `o O 1• 7 \ 2 5 3 O O o I N6 24. y ry 0' °, 4 H'2 S S h y ^y O O S 3\ Q Q n v> IN \ -- 2J• a.p, ry oy 1Q 0• 3 0, N6 O / \ ° z 0 y�6 ' ° Ss°b w ¢ J J n �ssss7o- s.so'� \ 580'16'41"E 144.78' 4>..wgg0 25s0y� ryso o yo 2>0p \°sso/ O / S°0o• y^ yd17 �� ° 02`0°, 0 --- -- 3 3 ___ p0. 9< 24 2 -�_ a a \ � 2 0o y0 � y0 25 SO' � �� My ^<O o40p• 23° Z S89'57'05"E 76.50' I o 4, y 23 Z 4g, 24 2� .00 7m ^y. ,no 2S S0. N6 \ °p• ?S SO y`V� yrym )j $ 25 Z li li BLOCK 6 w 1 S \ y DRAINAGE AND UTILITY EASEMENT � a a O in I N O Z 4J g p,, 2SS '�°j .y 3 y. N o 41 N \ OVER ALL OF OUTLOT E ai NS89'57'O5 E 76.50' zy1°74S\ 00, y'V .,a^> ^`° w z z /� s I \ ° 0 2 p 2 ti o 5� ^ a 24 ° Ss 2, ti�2 OUTLOT E I 0 CV W �4({J� \ N ° SS 2 h0 0 4' °p °6.T.°0, y� h� A 2S J �S89.57'O5 C 76.so'� \ s _ 4h ^ y° 25sp, m \ f l 2y0 do y° so. I H w J J C O S O�' r1, O 4i 0' t�• 46 2 O' y �. s 2SS� .° 3�, ^ o � R,S 26• 30p, 2S y� �; x I I z W w w 32Q9 \ z80 <�\ 6. Y o S89'57'O5-E 76.50' _ x a� o° 2a ^`° %, sb-o• lss y o '` o• W IIL ` N OUTLOT H N 2 p°• a,a\ 2 h� �x Im m g a a I \ s0sg. N°p's 2c0 a o° 16 / ^° X 33• 3 /yo-s ti° 6' °o•°F 2Q \ DRAINAGE AND UTIUTY EASEMENT 0 9• 0• m `o ti \ 7>•�2 o S89.57'�i4r'�76.50 I \ OVER ALL OF OUTLOT H 'ly °j'H, 2y ='V °o /ti <�"/ 2S N6 y9••SO\ 2S o-"� 2 0° �; \ \ 2q 7 00• o, 2 "� o S 23 �o, O• S°2 o y O O 30 `�I hereby certify that this plan, _ 8 2 0'. 7 0.2 7'g„ > \ 'L ^1 '� O• O• I w 3o spec o p s z^ / s 2 \ o2s 2 L b 2 __ Hlaatlan. or report was o, 37 \ _ . e_ .. , -} SO• h ^ yo °O• N•99 \d.S R,\ o0�k o 6`7 0 I n (� y MI prepared by me or under my o 589'S7'05'"E 76.50'0 o�//Y 3 ,?' o?O °0 SS�2> `I' 2 °• (� direct supervision and }ha}I I \ \ ^ Va p`I•/o S3• `/ y °, 2s..2 R 2 '7 GV��• O S __ am y gd, Y ^9 2S \ °O• s. °°�° o y� 2.S a duly Licensed ?o _ „� \ L=16.80 p 0; / •,y n o S0• �, o- ry 0. PROFESSIONAL ENGINEER under _ \ \ `a1. /.EL°,fin ^ 418 h \ °p,2: y'7, 2�� Q the laws of the State of O - - p3 'a °9' B2 \86.81' 418.31' 4=11'4418 36 g ry n oN S89'57'S' 76.50'"� \B O O g 0, / o ro \ o r• 0' �y�- - - _ - - - - - - - ,3 y \ F r MI NNESOTAn A s p�Q, N89'S3'S4"E 505.12' b' p0 SSE' y`�' .ry v 0 yy, '00 N.LINE OF S 675.00 FT �� O ^ MARK RAUSCH,PE A2,\°r>D�� OF E l/2 OF SW 1 /4 OF O P 1 N62• °p 7 n M by S 29•\ O \ SEC. 34 RO h�12 '10 327. a 0. ^. %� 'I o. S),• 2S 'L I I _ \ \ �i -,i�i °� p N gN'gg° ?,g n 9'1-yC O u2`?S. \ �l° SO �k^� Date S-19 License 3Noo sy \ \ N89'53'54"E 505.12' V1 g9 255 °' .p0. Srnc' Sd� •.'77 �65 00, 2 `3e 00. _ 1 _ _ _ _ _ _ L �g p0 SN 2� E J3,< \JS• `)" \ �� QUALITY ASSURANCE/CONTROL 2S`SO• ry„o0 ^° 0°2SS, S89'53'57"W 99.00' \ \ S89'53'57"W 99.00' S89.53'57'W 123.00' S89'53'57"W 123.00' S6 2k rn. �A10 1,9 54.00' 2 25.50' 24.00' 24.00' 24.00' 25,50' o\ 5y25.50' 2400' 2400' 25.50' 25.50' 24.00' 24.00' 25.50' 25.50' 2 ' ' ' a° o3' IN894'41.05 0 22"W 589 DATE ISSUE DATE S,3• "� n n n < n n n n n n n n n r r r n o. 0 ,j 1 O S 1-25-19 CITY SUBMITTAL L g90.2S 0,5 1 -0 29 --22$ M\ \ \ Q7 26 25 -4 �3 -2 21 20 19 M U 7 16 15 14 M F ,°-ka° ti R�5' ��6 °, R q OUTLET I S° 5' \ \ °.doo 2�99p0 OUTLOT F �1 65� °'°>S� Dq oo o \ \ o `so. 0 1 ti�� DRAINAGE AND UTILITY EASEMENT °• P. P. P. i b o 0 0 0 0 0 0 0 0 0 0 0 0 85 �h 2S yG, �y>? /3p.00 NO'O6'31 E OVER ALL OF OUTLET F 3, 0ti \y2J•• N89'40'22"W �r DRAINAGE AND UTILITY EASEMENT 25.50' 24.00' 24.4f0' 25.50' N \ \ 25.50' 24.00' 24.00' 25.50' 0 25.50' 24.00' 24.00' 24.00' 25.50' z 25.50' 24.00' 24.00' 24.00' 25,50' z o. �5a� _i_41.79' i 17.24 50.0 OVER ALL OF OUTLOT I S89'53'57"\Y 99.00' \ \ S89'53'57"W 99.00' S89'53'57"W 123.00' S89'53'57"W 123.00' BLOCK S C) \ 1128.18' 56,00' \ °J \ N89°53'S7"E 1314.35'oo '-I SO°O6 If \ o PROPOSED D/U EASEMENT \ \ �\ PROJECT TEAM DATA \ -_ c� \ PROPOSED DEVELOPMENT BOUNDARY -----I I DESIGNED: MPR X \\ \\ \ \ DRAWN: SIL \ � I PROJECT N0: 218-0165 EXISTING D/U EASEMENT - - o \\ \ SHEET 5 of 33 PIS 33' N VEosw_` P�` � / \ / �/ ALLIANT FOR �N ------ / 24.00' 99.00' N8 ENGINEERING G1\ RV i \I0' 25.50' 24.00' 24.00' 25.50' r,O F I .,, ., e i 733 Marquette Avenue PO,. Suite 700 0 25 50 100 N I I r vGiL gj•, �� ,� oy24od N wN�. 1 � 3 �14 F - - -1 Minneapolis,MN 55402 g62,g2" 6 34 4 0 N Nq 612.758.3080 00 ,� 6 ° N r l I'll L l l l i,V24 p0 N NS. �1Q `" �a.00' zss0 N www.alliant-inc.com SCALE IN FEET I -_ I - l \ 'AQZ , 255d NNE Ns, ,� 25.50' 5'34'3 W 99.00' r - - / i85'34'35" S. 50 LEGEND: / IW. I I • e � ,s 4.140, ___-----_ EASEMENT LINE / \ / $`'5,44°0 C �rn 4od j p0 .5 F.12 \ - BUILDING SETBACK 2 `no255p 2N663a 3732 I�.\R=19.00' \Y, PROPERTY LINE A=50'37'45" LJ LOT LINEROW `so. \ / \ / N� �• F 2 D� N / • / /\ \ L=11..08' -Xh R=164o2' -RL==21s2..o15o'' FOND IRON MONUMENT A102.30 oil A=66'47'47" O SET CAP IRON MONUMENT \ 2 6 °"5 6 O \ EXISTING PERMANENT AND \ 50 $ \s ( � p�ti W�234°p 2 Nas•sa'a7"w ss.00' .�v. TEMPORARY EASEMENTS TO \`� /5o3a p0 2 �� 25.50' zo4.00' 24.00' zo � 5.50' BE VACATED, SEE SEPARATE o' do x F ° / VACATION EXHIBIT ,n� ^�, ?� °' / 24 p0��, oo y I' n L _ J� �8 �7 6 �5 3 b b = _''''\ 25.50 24.00 24.00 25.50) ryd. /• LS 53462 0 S O / O� h\90 538`31L51"E C� f O 00 gW N89'58'47"W 99.00' '> ASS\ _ 90• s Q 2 ,y50 u 27 m S Qy .g � 2S� So. 5`' S6 50 S' pi P S6 S0 2 25"W j6 .o S89'58'47"E 113.59' M ry9�lp,�� 55 _ ___ sw core ds. p`E `LO' d . bs`90• \ 577' n. 03 snvorvn o o.do d0 /6g. / \ ' N o 25 76 59.� c J so� 56 ti5 ti o,'s �N7755 _ _ 3 IJJ ,^\\\ 5 76.50 0 0` _ V /0I005 `LG SO`LZZO y// d0ryry' of°°y0°ryS'O. 9°s1� 61 oo�Y /i °�50 F- / ti 00•,� !y S° p O ryd S F O,d0 \o q �'`.N 5P Z N IL �, SO °� tih 9°. 5 O ZO / u F So °O 3v 'vo1N84'S1'S3"�v 74.50;� 1 5525 .o ," 4 1* N U 1 � •yZ� ° N� `j0�� G" `5O, g0 � Ian L=906.71'R=760.00' �562 2d. e 2h" / d s ' �i tid 5 m°"sa•si' S'25 76. W 4 °p J`� s. c^ so. ,a'9 9/ O° °° ��. `'. e 74.s0'o o I I N577 5 ; Q J p=68°21'23" / 2d o�Q / �. o' c sS O' tihe. o 51 I h 76.50' cN' 3 O a f1 07 Nao•2 3' "W Z. LJ ��va'74.50'0 0 . ° 8 wJ ro I l 30 J Z a� 600° 0 25 y0N co, F` so 0 1d O° d ' ZO N yam'{Ay �6, SO,L95° oN84'S1'53'• z I `vN80'23jUw h Q Q 147 240y N -17 s 2d� ,Z / rL `��' S o 0 2 Z d d n 1�74.50''vo 0 0 76.50'N Z Z N �c53a,355,5 2535 409 � "m. � `so. 00 5�E `v/ ,ti0 ° s,? 2� � ° d°° �' o INS �.� o o I.IJ O 24 y �1 ,5` h6 / O'1/ `L �, F` O. O I m - 23' C C 00 m 1 1 0. g° ,a/ O'S ^f d0 00 N84'S1'S3"W 74.50.E - W 76.50'�', o G C 4. a N e a / y L s ti d' BLOCK 3 I J J �s So2d�0�9�, h'v'>s•p5.2 3 :.'l `vN80'23' z 3 H w J LU 55a /' '� so,d°d y d o ry 1 Ja.so' 31 M o W 7s.so'N o LU Y 1 2 o Q ,S o. 240° 2 S 0 / s 50 DRAINAGE AND UTILITY EASEMENT o>5'OS' M M 23' M m J a a lliT g O� N j<c 0 /• h 's g OVER ALL OF OUTLOT D N80' 2 J `^ o W 76.Sp'N ti Z5 O°Z S'' �V'� �� o o- 24 p0 F.�4� /�2p0 �5Z 9 R/20/ p o N o 1 hereb cer#if that this I 2d. z 4 OUTLOT D h o JS pS, rvry80'2 � h Y plan, DRAINAGE AND UTILITY EASEMENT [� 0 2 6g2 / \;� D 2 N,4, I 3'S^w 7 w' specification, or report was OVER ALL OF OUTLOT C ySQLS c; 7 �255° N / \' ^', 'l >4.SOo I 6.50'ry vv prepared by me under my tO I I OUTLOT C o 2 s ' 9 /W/ N89'44'56"E 99.00' ='o OS'22, �,op l 06'� ^ am direct duly supervision Licensed that I 's. 'S 5. a>s. 2 SS', o. 'I• / N89'44'S6"E 123.00' `?s. `' O p34 2�`Jq. ,� zF> ;o PROFESSIONAL ENGINEER under h s 4S d0 °O ^ 6g5 9 25.50' 24.00' 24.00' 24,00' 25.50' 25.50' 24.00' 24.00 25.50' `v �J 50'- 2 ,� 4.5p• o O O `E S'oJ ,� ,� N> / o S>/• 5 `\' MINNESOTAf the State of °i' 99 42 47 0 0 0 0 0 0 0 o h / O N 1� O li 'S d� y p / a'�'j65 '; ,o e e ,o a a 4 6 a 5•p5,2 N Og•,.^�1 b z ,d d°u J 2 d''S 'J2°5 N Ro7 59�\ i n n r n 2,•W 74.50' '<f J4.S h 3 3 5>. 6 hp MARK RAUSCH,PE ^�(y� p� ^��r.� ��++..�� ,g ^��g ^�^� 3 0',V v. _ 290 ZOIr 2?' 2& 2 o It 23 2Z 2�, h ory 1 p6 f o 0 d �iy o• �%' D' \ �n 'v, v, 'v> ;a ;n a ;a d ., o Jq 1-25-19 43480 c' cu° / 0 / W 99p0 5g0 f o 0 0 0 f ry")" °o NS> SO'N 3 ate License No. �C` 'S5 23 0 2 0. �c b rn ,n rn In z z y /. 7 D ?5 Og a C w ryd0 AO� pJ �s °° / �.,'I• 56 p0 N No \ r- r- n w 25.50' 24.00' 24,00' 24.00' 25.50' z 25.50' 24.00' 24,00' 25.50' �W e / ,� f 7 o y N 4. / d° A 4so•> '� QUALITY ASSURANCE CONTROL 'S d� / Ei � 2 N � 6 � 7,1 7i O- '1• O O , O, v Q v � i N89'44'56"E 123.00' N89'44'S6"E 99.00' F ,� -t3 \C\ _ ^ ''S n OUTLOT B ai - - - - Q-� h BY DATE 04g•• O' S89'44'S6'W 330.35' `e. <� d6 eo/ O 5 S `\' DRAINAGE AND UTILITY EASEMENT DATE ISSUE 2 OVER ALL OF OUTLOT B r `�i6 � � o \a 9'�' v/ �9 0° N`?s. 9'- o� 1-25-19 CITY SUBMITTAL .� 0 255 63.R.I 6d, `I'd SJ_'3 C1 o 2Ao 00 2ssp• ROAD F / ° o ss .77 j uv O do ° O u 0 00 49^' / 9° O e. 'S "v I I s C o. 24° 3 w q9 2s ys3 o. °, 0, Z / y, ,y S�dJ7 e 550 422 ,aoSp. STO _ 589'44'56"W 330.35' - - - - >_ ° / h° o° xs• k so• 2 569 .24 s W - - - - - - gh s F "So. 5° 99.00' � yd o�' s O• yd 3 ,? ho 4Op. 0' S89'56'04"W 147.00' S89'S6'04"W 147.00' S84'28'02"W may. F, So• O° O 'h I K 4.00' 2255 3. 25.50' 24.00' 24.00' 24.00' 24.00' 25.50' 25.50' 24.0C' 24.00' 24.00' 24.00' 25.50' 24.00 2 .?. ?,`.9 25.50' 2 'L q9 OZ I a. F CO 3829 s\/ yh0 S',)• "W 3a9'40.22•'W L-5vv9�1 'Yh �"y �0 no- n Ip 26.43' R' A5 ^� S. h- SO"d, `L 0' 0 'Ory h 3 3 3 ryZ. Z dd =395eh� OUTLOT A A6 54'Op' �ry �0 59 hh 8765432109 L87i65 M PROJECT TEAM DATA 3• N III - 5 SO,p. d ?•p 2q 0 - - / ry ad DRAINAGE AND UTILITY EASEMENT 3 W 0 2 %oo 1. N N N N N z oN N N N DESIGNED: MPR j< P,QO p'SO, g° r' OVER ALL OF OUTLOT A e9 Op•SS0, y`v' 2q.00' 24.00 2.5.50' N %� DRAWN: SIL N RO / 4b 25.50' 24.00' 24.00' 24.00' 24.00' 25.50' z 25.50' 24.00' 24,00' 24.00' 24.00' 25.50' z 25.50• N •W ND'O6'31 E BLOCK 1 S89.56'04"W 147.00' S89'56'04"W 147.00' Sg4.2502"W 99.'0' PROJECT NO: 218-0165 I�r17.24' 905.87' 284.78' o 50.0' 84.11' sb.ao' I / S89°40'54"W 1324.76' 6 ` LSO°06'31"W 15.8¢'/ o PROPOSED DEVELOPMENT BOUNDARY o // PROPOSED D/U EASEMENT SHEET 6 Of 33 LEGEND: -———————- EASEMENT LINE - NSA BUILDING SETBACK Lor LI "/W 25 K 28 R/W R1Gv\�w Z \ II 11' 28'BACK TO BACK 14' f& ` 1 \ON F I PROPERTY LINE 1a3.67' C+ V \ SURMOUNTABLE \M �RV \ /\\ 111 LOT LINE (6 UNIT) LSURNTABLE CURB& 7.5' 6' 5• ^G� ONrJ— \ // \ I A L GI I A N T ROW - 4%MIN. U A ` " LU \`\��(TURF) DRI WAY 4%MIN. �`/ F� d \ l 11 ENEINEERINO _ %M . TURF \ 733 Marquette Avenue " C RE ]4'TYP 3J'FND LOT CURB DRIVEWAYPAVEMENT10%MAX.RETAINING WALL ( ^MAINTENANCE ACCESS sioP 2%MIN STOP 11 \ ---h SUlte 700 3.I1'TYP. 10%MA%. 2.59. 4% 2% —��l �� 6 N �_j TMPn Minneapolis,MN 55402 su YARB LOT T&SOD (TYP.)CRETE WALK / ` 612.758.3080 0 50 100 2001_4j7_7774" (T CONCRETE / \ \ i� vvww.alliant-inacom TYPICAL PUBLIC ROAD SECTION 4"MNDOT 3149 2.13 _ oplx SELECT GRANULAR SCALE IN FEET Lor uxE r G+1'J PAVEMENT SECTION SEE CITY DETAIL 801 BASE \\7V\J\ INTERNAL STREETS rtwts�IQS o "" SECTION B'-B' D.y00°N6 � TYPICAL TOWNHOME LOT DETAIL 7/19-%996.5A, It 1 \� <�\r\\ %, ` \` % SEEN.i/ 1/T/ls-xloz4.6 I j/ \ O,9 // / 11 12 13 14 --, E]j � 0,/ \\\�� 3 r q � ---1 _ / "nl B.N I �.� 1 2 i l -rR A I _ " 10pf0N° — `` In/1>k\olx4 _1 L \ 6T z—x—x ( / STREET �N \\� \\ / �/ � 3233 2120 18 17 16 15 _z / 31 < BLOCK 5 5s 23 22 — �\ \ \.\\ / / \� / 30 J s1 sz s3 sa 57 \ \ \\/ / T \ `o. 29 ``\ — — — I /,� \\ // / 28 24 z I II \ ✓ 1� // / 2627 12\.\ 25 I 46 16 15 11 12.... �\ I ?BEET // 17 lg 19 '43 a 5 15 30 OL�TL G� _.I 14131211 \. 13 �� —� I I 5TH S / ' 3 16 31 ---__-- J la is la 1s 16 1 2 BLOCK 3 32 42 I ` 1D 9 A'OgDq 1617 ___ I I —_ 11 12 13 OPEN PLAY AREA 17 f 33 B' `\ 8 7 1819 10 ,/ OUTLOTD 18 34 I I I C BLOCK �.\ 6 zo —� '' �r.— 9 POOL 19 t I m 40 OPEN PIAY gREA\`\ \.\\ 5 4 3 21 22 OUTLOT E I C i 'C, OUTLOT C 7 8 r 20 35 I I 150, = J I 39 1 OUTLOT H 2 23 I 6 29 28 27 26 2s 24 23 22 21 36 I N \ INFILTNATIONBASINA \.\ 2425 I I I 4 \ 37 / I I Q LUE , 26 I I cz I 3 63\. 38 OUTLOT B Q 9 8 27 0 1 1 2 / 66 65 6a 'PROPOSED AS WBLICII I ~O a LU 7 D 6 \ 28 I rc I ROADF 39 / I Q7 N > INFILTRATION&151NB I I J ILE!Z } O 62 :Z aCZG Z61 El� -70 UTLOA 6059 a57 i 5 27 2 23 22 21 20 19 14 1 J OUTLOT OU a LU BLOCK 1 H w J _ - - - x N eAswc �\ \ BLOCK 5 I I Z w L1A — o i i EAST PARCEL m d O 'PROPOSED AS PUBLIC' I \\ WEST PARCEL ------� L__-�� 00O;'I 50' BP PIPELINE '01, \ A I 1 I I hereb certif that this " EASEMENT N y o s°"' 1 5' o i specification, r reporf w I prepared,by me or under my .� ` \ direct`7\ sy Lice sederyision nd that am a du III{ I SITE PLAN DATA.,, PROFESSIONAL ENGINEER under the laws O ................................................................................................................................................. \ ..........................................._._.._._._..._.._.._.._.._._..._.._._..._.._._.._..._ . BENTLEY VILLAGE AREA DATA: MINNESOTAf the state of .. . _ DO ____. I "IIIsrnue°Pere OTT 1111Are°s 1 1,11 BAcx of ruree R, R/W R/W INCLUDED PID'S: 3402921340006 GROSS DEVELOPMENT AREA 1,811,430 SF 41.58 ACRES II n, ;:r:,c. o N. : --- -- - R.o.w.Ts' = DPS-LAKE ELMO LLC PARTIAL OS E 1, ( ) MARK RAUSCH,PE o c ,ueer a",rco. - t6' B' 10' s' W 3402921430003 EAST 839,8 3 SF 22.30 ACRES 0_ - ..�- - 1-25-19 43480 I'- sneArn xc ro ee rrPe x oAmoxo crenoe local. a -- = DPS-LAKE ELMO LLC (PARTIAL) WEST 839,837 SF/ 19.28 ACRES _ 0.6' 6' Bfi18 CURB AND GUTTER - - Ts ro eE sNUAPE r 11P5 �� Date License No. wrN o"N 6ASE. -.- -_-...--- u+o wrrER AND cuT1ER WETLAND NONE R To FIPNSP AN° BENTLEY VILLAGE LAND USE AND ZONING: c 1.�� Ns PEP r,>v srax° 4a� z5R_ ax 5TH ST. R/W DEDICATION 294,126 SF/ 6.75 ACRES QUALITY ASSURANCE/CONTROL L .II L u—A PAVL"Lx uILN ALLLNI COLLECTOR ROAD R/W DEDICATION (ROAD G) -. _ - EXISTING ZONING: R2-PUD - ONE- AND TWO-FAMILY Pcnwrs or N°or sP rc rGNs ro11 MEET rs,oNnEAU a,croN so,<11 mrow- iHe 32,278 SF/ 0.74 ACRES BY DATE _ RESIDENTIAL � tl AND a6a 6" TOTAL LOTS PROPOSED 240 �- TOPSOIL PROPOSED ZONING: MDR MULTI-FAMILY BUILDING DISTRICT (133) DATE ISSUE 6 °°"°BETE WALK MEDIAN ROAD SECTION &SOD) WEST (107) 1-25-19c1TY SUBMITTAL I;- 1 5"CONCRETE PAVEMENT SECTION SEE CITY DETAIL 801 EXISTING LAND USE: URBAN MEDIUM DENSITY 4"MNDOT 3149 23 SECTION A'-A' PROPOSED LAND USE: URBAN MEDIUM DENSITY TOTAL DEVELOPABLE AREA 1,485,026 SF 34.09 AC SELECT GRANULAR / c BASE TOTAL DEVELOPABLE IMPERVIOUS33REA 0 / 16.98 AC (49.79%) R/W I R/W PROPOSED SETBACKS: R.o.w.1°° FRONT: 25 FT PROVIDED PARKING: c0 c x le '�• a' 3n REAR: 25 FT 0 6' CORNER SIDE (R/W): 15 FT PRIVATE DRIVEWAY (2/HOUSE) 480 m E E E " E 14'�"0 B818 CURB 1 h �IB818 CURB 1010 SIDE INTERNAL(MINIMUM BUILDING SEPARATION) 20 FT PRIVATE GARAGE (2/HOUSE) 480 u x �nss 1 �� MINIMUM OPEN SPACE PER UNIT 500 SF PUBLIC STREET (22' LENGTH) 117 AND GUTTER MINIMUM OPEN SPACE PROVIDED 557 SF PROJECT TEAM DATA I .s . AMENITY AREA STALLS (9'X20') 28 N * DESIGNED: MPR 6"J� 10'BIT TRAIL TOTAL STALLS 1 105 X ,T,a: TOPSOIL COLLECTOR ROAD SECTION 2 _ SS ,A WEAR,MNDOT 3 6D�wEAza6a DRAWN: SIL &SOD 8'CLASS 8,AGGREGATE BASE PROJECT NO: 218-0165 ui SI"DOJRI.: PI_"J'I 'O flE:S STANDARD PLAN NOTES C - (I',III IIII�LI NI I 6 CONCRETE WALK "ROAD G"-SECTION C-1' I 1 - SIGNING/PAVEMENT MARKINGS/LIGHTING PLANS I II :CALEESDI CI L IFE SEC N GO ( ) 2"-MNDOT 2360 TYPE SP BIT.WEARING COURSE ! fIN DESIGN) 5"CONCRETE MAX AGGREGATE SIZE A,TRAFFIC LEVEL 3,ASPHALT GRADE C znP _ 4"MNDOT 3149 2.B 8"AGGREGATE BASE CLASS 5,100%CRUSHED STONE TACK COAT ,-.. SELECT GRANULAR AGGREGATE(SPEC 3138) 2"-MNDOT 2360 TYPE SP BIT.NON-WEARING COURSE 3 1.1.. I II 11 I I1.! I I C CITY OF LAKE ELMO \l0 1_ i- i 11.Y-OF 1 I.I F1.1 0' 11 BASE 12'GRANULAR BORROW(SPEC 3149.28) MAX AGGREGATE SIZE B,TRAFFIC LEVEL 3,ASPHALT GRADE C - ....- -- ------ --"I- -- -- - p ""'"" """"' ""'"" """"' ""'""'" "" COLLECTOR PAVEMENT SECTION SHEET 7 of 33 Lj \9 \\ \ z I 0VV1'y Q� NLU ALLIANT EN eINEERINa FOR 733 Marquette Avenue XAO Suite 700 J "w` "a oN\ Minneapolis,MN 55402„�s ors, � �\ .60�'� � 0 25 so 100 P j \ / / 612.758.3080 V \ — \ T � / SCALE IN FEET WW1A'.alliant-inacom i RECONSTRUCTION WORK LEGEND: \ _ IN INTERSECTION PER -� CITY OF LAKE ELMO 1n/19=11o154 tom, EASEMENT LINE o BP PIPELINE _DESIGN STANDARDS "�'iL \ - - BUILDING SETBACK OD \ ,- FOR 5TH ST. LOT LINE PED N OUTLOT F \ \ --------------_- o (TYP)AMP S N \ / // \ RETAINING WALL i � —X X—� vv vv _ - FT Al 6618 C&G (I TF) 15, 75, BLOCK 5 vv vv 151 52 53 54 - 57 \ 50 v SURCURB (TYP) -'-__ 1 B612 C&G.(TYP) -EXISTING �� v �\ \- - 1g• OUT F ACE GUTTER.,;_ _ / I 49 ` v 1z oo lg 2 `J EXISTING '� v li 8 �\ ++� — o e4B' V14 \ SIDEWALK> 4 \ / / kOAD q 11+ � 4/ 47 yGp 6' SIDEWALK rj �� \ EXIST] SIDEWALK / I I TRAIL I x° p \ \ R,B� ,MINIMUM OPEN J 45 I P 3 ae.s� `\\ 18 16 15 \ \ Bx 9 SPACE�557 PROVIDED a 20 19 PIED RAMP \ \ 17 (TYP) 1011 -� ------ ~�. I I - \ --- RECONSTRUCTION WORK I I W 44 \ \ 14 IN INTERSECT ON PER m O OUTLO G \ 13 13 CITY of LAKE ELMo I o I \ — — ��° --DESIGN STANDARDS FOR I + I 43 PIED RAMP a \ - - 12 11 \ `° \ 14 5TH ST. I PED a (TYP) \ - \ 15 I (TYP W E 42 I \ h 10 o aq " 16 17 __ ________ c� o in ---- \\ " 9 8 \ 18 - _ N 10' BIT Bs, Z w \ RETAINING \ 7 PED RAMPS 19 — - TRAIL(TYP) _ z �I -- \ WALL BIG /'` 6' SIDEWALK (�'> - Q 41 0l A BLOCK(OR BLOCK g BIT v 6� � ) O 8' SIDEWALK 20 Z s 21 O Q - - A APPROVED 0 40 OPEN PLAyAREA EQUAL) TRAIL (TYP) v v 5 4 ti- �"°° (TYP) i 22 OUTLOT E 4, 14 J a W RAILING N \ \ 3 B618 C&G (TYP)' �� zo' 1 Z W W w 39 \ 5 OUTLOT H v 2 tih W Y m ° 23 m a in.'-- I + (�\J "PROPOSED AS PUBLIC" \ 1 1S, �/S• * �i 24 25' + 38 I P 5 / \ 1 herebycertify that this Ian, 3 ` INFILTRATION BASIN A \ r'z 2 r p R\ 25 - specification. a report was o � SURMOUNTABLE a° I I prepared by me or sneer my .N 37 - rX� \ BASIN HWL \ a / CURB (TYP) °o• x 26 0 direct si o n and that I duly Licensed 36 so\ \ //////�� °o, 27 PROFESSIONAL ENGINEER under \ �, o / Q the laws of the State of o _ 9 \ ry"� 7 p MINNESOTA \ �O" 16' BITUMINOUS DRIVEWAY(TYP.) 110Q� /PED RAMPS a 2p 1o1 6 ti 11:1 TAPER i 0 Qi9O a N (TYP) �'' ^ j O MARK RAUSCH,PE A -2s-t9+ - + Bn+oo soo zo+oovzz+ 43480 o f \ 35 \ 5 END TAPER \ CURB (TYP) tIlt Date License Na. L \ PIED RAMP - - - - - - - - - - 4 x° QUALITY ASSURANCE/CONTROL ryh 34 33 (Tw) v vv- - 10 , - - \ \ 11 l _ _ _ � BY DATE 32 \ V - - - - - - - - _ 3 10:1 TAPER o \ \ 12 �� TRAIL (TYP) 2 '� I m I DATE ISSUE 1 31 30 29 28 \ \ 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 Q. % iqp - T o 00 1-25-19 CITY SUBMITTAL OUTLOT I �`�� vv vv OUTLOT F 1 �4) I I INFILTRATION —srARr `� TAP I I BASIN C SIDEWALK BLOCK / \ N B K 5 (�,.�, - I I \ \oo RETAINING \\� 10']BIT PE7RAMP (�) I 6_ PROJECT TEAM DATA CD �BASIN PROPOSED AS PUBLIC" \ \ WALL HWL \\ TRAIL(TYP) I DRAWNED: MSR I 50' BP PIPELINE I I PROJECT N W1D: 118— l EASEMENT DRAINAGE II \ \ \ AND UTILITY \ 25 EASEMENT Q \ 25 \ I I (E� 3 \ \ I I 0 0 o \\ \\ i z I SHEET 8 of 33 N �M�FoV, x � �1\0 / s5 �oNS / 6 � A L�L�I A N TP � ELEV.ON 5 --. � / / ENGINEERING _-, N � � A � - RETAWALL 733 Marquette Avenue Suite 700 `� �� 12 13 14 F — — J Minneapolis,MN 55402 "Col LEGEND: G \ ,�� 11 a 5 612.758.3080� _F - --------- EASEMENT LINE _ q — — — — BUILDING SETBACK � � � _ � �Q� 1 — — WWW.alllant-InO,COf1l PROPERTY LINE LOT LINE \,, , RELOCATEROW ��;,, 7 STREET LIGHT Q� 6 — — �� — — � RETAINING WALL �I MAINTENANCE ACCESS / /�\ / I I RECONSTRUCTION WORK �o PED RAMP 5 _ ;5 V /N IN INTERSECTION PER \ (TYP) 4 / Q^p5 R8/ CITY OF LAKE ELMO \ v L DESIGN STANDARDS 3 a>ao ol4+0 FOR 5TH ST------ � 2 q L — — ____y �y 1 ma � — oa E IL %ie v-,oNoa.6 � PED RAMP (TYP) k B612 C&G (TYP) OUTFALL GUTTER OO - a I��;AMP. — — 0 25 50 100 / \ / I / 9Q SURMOUNTABLE / �^ / \ \ / / 6' SIDEWALK �^ cj 1ryx°° CURB (TYP) millSCALE IN FEET CJ,�e,�i �' / I / 33 \` R 0 19 — L — — J �\ / 32 21 20 18 17 16 15 \ / / Bsta(�� 22 10' BIT \ 31 (TYP) / 30 C&G 23 TRAIL 25' / \ TYP (] PED RAMP ( )� - - / 29 0 o\ BENCH 6' SID/ o` EWALK \ SURMOUNTABLE I _ CURB (TYP) 25 SEATING 26 27 (TYP) 12 gp ti� 's. A AREA Q 25 26 24 °°� 10 0�0 27 EXISTING -�y� � 9 �; PED (YP) R W U TRAIL T 5 > o 8 � � 28 Ir n 21 �, boo° 13 � BB 29 �� w t— a t- 20 14 ---I V w .. 19 8' BIT a. o I w I - 18 5 TRAIL(TYP) 15 z . P 30 -i I z R oC I I / \17 3 4 ' -i 16 V m Q o I I Z I —_�— 31 T• o PED RAMP �'l / 1 2 BLOCK 3 � a I (�) 32 I � W � 15 r , w N �.. 13 14 Bs1a c&c-(TYP) � �5 17 I W w LU CC 12 N T / 8' BIT OPEN PLAY AREA ' 33 m g a Cl) ° 11 °o PED TRAIL (TYP) of RE B618 C&G(TYP) 10 ex o RAMPS p'B612 C&G TYP 18 ' 3 _ — ( ) OUTLOT D 34 I heresy certify that this plan, 6' SIDEWALK s o R 0' R 19 r25' specification, or report was /// �^ ( __] preparetu er me or under my / 5' \\ - - 3 I l BASIN HWL diret perLicen and that I Lo p ° am a duly Licensed 4 25' 7 $ TYP / pUOOALL 6 SIDEWALK `- 20 PROFESSIONAL ENGINEER under OD OUTLOT C � curr>_R �, .----. , OD I 14 ( ) 0 PED RAMP (' Zo the law.of the state of no I 1 I / •Zk �(_ 1 35... MINNESOTA 6 A°° \� 28 27[26 25 24 23 22 21 ,s' 2s• 36 1 MARK RAUSCH,PE ° 'S• 9' BITUMINOUS p/ x 1-25-19 43480 N PED RAMP 'oo °e j;U618&C G (TYP) - _ DRIVEWAY hT _ Date License No. (TYP) 37 6' SIDEWALK 4 / / �xB 24' G TYP( ) QUALITY ASSURANCE/CONTROL (TYP) 63 ��y38 OUTLOT B BY x a Q t 2 65 64 R8 S o "PROPOSED AS PUBLIC'I DATE ISSUE DATE 18:1 TAPER nEND a1 � 1 i / TAPER 66 \ R�Ozs• loon �� +coo• a+, +o0 6kp0 - x 1-25-19 CITY SUBMITTAL N 10 X ° —I R /D F — — — — 39 / p' PED RAMP' / INFILTRATION BASIN B 67 — _ — SURMOUNTABLE — 40 o B - (TYP) x°o / SURMOUNTABLE RED RAMP CURB (TYP) B618 C&G-(TYP) 11:1 TAPER 68 62 CURB (TYP) O 41 69 61� 42DO I '�. 70 RETAINING 60 44 43 I I A 71 OUTLOT A WALL 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 PROJECT TEAM DATA o I 0 oa `�• START DESIGN x * o P,OO TAPER SURMOUNTABLE _ — `I j, DRAWN: MSR — CURB (TYP) - - - 6' BIT N `— `—_•''___., - t__d --,'. PROJECT NO: 218-0165 / BLOCK 1 L , TRAIL (TYP) �I �' �� x � d 9 o I- PED RAMP I 6' SIDEWALK. I x o (TYP) (TYP) SHEET 9 of 33 �, ---_: A L GI I A N T EN GINEERING 733 Marquette Avenue Suite 700 \ + - I Minneapolis,MN 55402 I +,I , b ------_-`---,` www.alliant-inc.com o i„`d\�VAV ' I ,✓ �� an r� _ , i v . _ .a R 10 w_Dz6.B J,I I 1 eon 9 I -- EL \ PHASE 2 PHASE 1 ! N oD YRs \ ti \/ $ \� MASS GRADING H`sVa996.5 6 M17 ,� \0 EV ON MASS --- Nw�Ooss V `,A IIW LII 1 11E T PARCE T PARCEL" / A _ 1 w oa° /IE/sw 05.7EV.ON a eE a, _ dE �' h wL °9A ELEv 6T// _ a .aN ' - i ie 1s 51 I / - /0��>�v20 _ < � 24 10 �o $'•I I� " W I,> 23�oe' -- zz s �� L 28 I -- az V - I -�- / 7 13�c �u.29 I,.. -- v 6 Q 20 I / • / 20� J Z PR inN: V SEE mL I - i allo S 0 T \ c -,�34- / e� I \\ ¢1� � \ � / I � W o' O� \II I° _- I • oPe� �Rr�n ...G. 5 ,O, L 21 _ + r OUTLOT H HW 1015.zz ope 1 29 xV U) Z i 1 L INFILTMTION BABINA W /yw 0 p A , _40PB�4 -�\ - �4039 FILTpATIONBASIN Z •., d>' // � 1 A Z Z / / > � a Q 1�106q. \\\/ 01 f+l 1il lu ' 1 00 \ '"°j60 59�.- 8 57 56 52 51 50 49 48 47 46 45 44 /�/ / Z (� 100cAVAA�A • 0 LOT / W O N / 24 23 2 21 20 19 18 17 16 15 14 �\ - - - _ _ "E"R.1p0& '✓Ir -' _J Z , LER z° ' UTLQTF 1 L ,;, I aO � J J O� 1 1A I INFILTRATION _ _ + Rr P 10 _ _ � i a I I I III I I\ He"iGiols. : 4=-_�- - - -( - - K.SI -. Of -------------- -- _ '\ \ I / o�i ,/ I Z w W Q a I III II 1 gs s AN - ---- -p,• -/ ve / W Y j 1111 I I/ A i l i 111I I Il 1 Ra°E NnL e nw i _ - 1 I / I I 1 1 I I I - ° i m d 7014- � 1 yV A I A A \�. I 02 wm HA,m I10 11 SEPTC 7 \I( / _/Cl I 'W ` 'EAosLaanm�a `i �- - 3 I I l l o II CLEANOUTS�y i e"p a"`oaNE°sNF I // (\ 1 � -� �V A / /1 1 1 I t1 / v r;/urll lull W~ M v / ; v / �� Peai 1aa Tan.or Po P v �I -v j ��p12 , / I hereby certify that this Ian, 0-Nll \ ti �� o�-� v v� v ��' �v v vv 1 1 11 1 1 1 / / I I l / q / s r De or under o A \Illlllld ii_� �_-s. v 'O1�A�p o i _ - / prepared 6 si eha a V v r v A v VI 1 1 I Pare y my III am ar supervision and that I ",O am a dul Licensed co A.AA,AAVI�II� V\�i nv.v w �,.li Il V' , w� O i ��'\_. �\ / _ �- \% / - �/1 v\. v \ + 0 00o Q� 8 o oo�,`,n° N 0X a0 \ \ \ A, r` V I A ', n rn O i v PROFESSIONAL ENGINEER under - - ` I - �` ' - the laws of the State of CD PAD WIDTHS=a UNIT=9s INFILTRATION BASIN NOTES: GRADING AND DRAINAGE NOTES: GRADING LEGEND: MINNESOTww /� 0 5 UNIT=120' 1. ALL TEMPORARY EROSION CONTROL DEVICES MUST BE INSTALLED PRIOR TO 1. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL SWALES SHALL "PROPOSED LOT UNE MARK RAUSCH,PEA✓/ o_ 6 UNIT=144 INSTALLATION/CONSTRUCTION OF INFILTRATION BASIN. HAVE A MINIMUM SLOPE OF 2.0%. GFE FtiO°Ors�sb, BLO K 1 GRADINNGD AD.SEEELAN NETAIL(NOT 1-25-19 434e0 A-MOSS H.D. 1.5' OPENING 1. Date License No. B=TOPSOIL RESPREAD 0.5' UNIT 1 2 S PROPOSED BUILDING FOOTPRINT �NET H.D. 1.0' 2. ALL STORMWATER RUNOFF SHALL BE DIVERTED AWAY FROM INFILTRATION AREA TO 2. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF-SITE TRACKING OF SOIL REAR PAD ELEVATON C D-PAD DEPTH 4 UNIT-14' TEMPORARY SEDIMENT POND OR FOREBAY UNTIL BASIN IS COMPLETELY GRADED AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. ( I GARAGE ROOK ELEVATION(AT ODOR) QUALITY ASSURANCE/CONTROL ';= 5 LINT=B4• pLgNTED. 6 UNIT=64' SPECIFIED UNAR PER GFESTEPS (SPOT UNITS) E=BUILDING SETBACK 25'MIN FROM RIGHT OF WAY 3. NOTIFY GOPHER STATE ONE CALL, AT (800) 252-11 66, 48 HOURS PRIOR TO START OF CONSTRUCTION. MIME NAL GARAGE STEPS 3. CONSTRUCTION OF BASIN SHALL BE SUSPENDED DURING PERIODS OF RAINFALL OR DRIVEWAY SLOPE BY DATE SNOWMELT. CONSTRUCTION SHALL REMAIN SUSPENDED IF PONDED WATER IS 4. ALL IMPROVEMENTS TO CONFORM WITH CITY OF LAKE ELMO CONSTRUCTION STANDARDS SPECIFICATION, LATEST EDITION. -:_„ EXISTING CONTOUR .� _ I DATE ISSUE PRESENT OR IF RESIDUAL SOIL MOISTURE CONTRIBUTES SIGNIFICANTLY TO THE Opt\- -789- PROPOSED CONTOUR �V 1-25-19 CITY SUBMITTAL m L POTENTIAL FOR COMPACTION. 5. ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. �, j 4. COMPACTION AND SMEARING OF THE SOILS BENEATH THE FLOOR AND SIDE SLOPES -6244 196ti. PROPOSED SPOT ELEVATION O� ON R/w E D OF THE INFILTRATION DEDICATED BASIN ITHEREA, SHALL BE MINIMIZED. DURING ICORSITE CORDONEDDEVELOPMENT, 6. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. Bw x-x TOP OF BOTTOM OF WALLELTEVATION G�` NS�R�G�\ c 7. STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE PROTECTED WITH V B PREVENT ACCESS BY HEAVY EQUIPMENT. ACCEPTABLE EQUIPMENT FOR SILT FENCE. ^ �'O CONSTRUCTING THE BASIN INCLUDES EXCAVATION HOES, LIGHT EQUIPMENT WITH TURF �2448 DIRECTION OF DRAINAGE V FpR o TYPE TIRES, MARSH EQUIPMENT OR WIDE TRACK LOADERS. 8. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS y EMERGENCY OVERFLOW ROUTING NOS °r AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS N 5. IF COMPACTION OCCURS AT THE BASE OF THE BASIN, THE SOIL SHALL BE RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING �EOF A MASS GRADE LOT REFRACTURED TO A DEPTH AT LEAST 36". IF SMEARING OCCURS, THE SMEARED AUTHORITIES. 05&0 EMERGENCY OVERFLOW ELEVATION CD SLAB ON GRADE To DRAIN TO AREAS OF THE INTERFACE SHALL BE CORRECTED BY RAKING OR ROTO-TILLING. ■EOF 1014.89 PROJECT TEAM DATA N NOT TO SCALE DESIGNED: MPR ALL NUMBERS IN FEET EXTENT POSSIBLE 9. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR ■• PROPOSED CATCH BASINS x 6. CONTRACTOR TO DIG TEST PITS DURING TIME OF CONSTRUCTION TO EVALUATE ANY OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE PROPOSED STORM SEWER DRAWN: SIL POSSIBLE NEEDS FOR SOIL CORRECTIONS. ENGINEER TO REVIEW TEST PITS TO AND A MINIMUM OF 6" TOPSOIL. PROPOSED EASEMENT PROJECT NO: 218-0165 HOLD DOWN DETAILS TOWNHOMES DETERMINE THE NEED FOR AN UNDERDRAIN FOR EITHER TEMPORARY TURF ESTABLISHMENT, OR TO RELIEVE SEASONALLY HIGH WATER CONDITIONS. PROPERTY LINE 10.THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PLANS WITH ALL SUBCONTRACTORS TO VERIFY NPDES REQUIREMENTS. O o IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD CONSULT WITH EROSION CONTROL INSPECTOR SETBACK LINE 7. INFILTRATION BASINS MUST MEET INFILTRATION RATES OF 0.2 IN/HR FOR BASIN A AND ENGINEER TO DETERMINE APPROPRIATE METHOD. 0 50 100 200 ,= AND 0.8 IN/HR FOR BASIN B LOT LINE 3 11.REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATION, ------- RIGHT-OF-WAY SCALE IN FEET o DESCRIPTIONS, NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. I RETAINING WALL SHEET 10 Of 33 NOTE: SITE CONTAINS BP PeDaaseD �` PIPELINE. REFER TO BP GRADING LEGEND: Z �� GUIDELINES FOR ALL WORK N W WITHIN 50' EASEMENT. L ONE EMERGENCY OVERFLOW ROUTING aFlN = -- -- �� 2 GRADING PAD,SEE DEW MOT / DEPICTED IN PLAN VIEW N"rOU IR s _- - �� -- 1 B2 3 PROP ED BUanING rroomRINT EOF n ILV ali �� \ l\ \ cFE-LDWEsr REAR PAD EIEVATON 8�'0 EMERGENCY OVERFLOW ELEVATION A L L I A N T / I FLGoa a xEOF 1014JW I OPENING FOR ( IS ENGINEERING I/)/I9-•FI024.6 \ \\1 / /I UNIT GARAGE ROIXt EIER SEE(AT DOIXt) I / SPECIFIED UNITS PER SEE(SPLIT UNITS) no PROPOSED CATCH BASINS \� \ \I I I I I I r I A 1 l l l I ' ADDI'DONAL GARAGE GE STEPS ----- SEWER 733Mu uette Venue DE ROE PROPOSED EASEMENT Site 700' �a9 1y4 EXISTING CONTOUR Minneapolis,MN 5 5402 __ p -__o- /I -789- PROPOSED CONTOUR PROPERTY LINE 25 50 _____ PROPOSED SPOT ELEVATION SETBACK LINE 0 612.758.3080 x62.44 LOT LINE www.alliant-inc.com Tw xxx TOP OF WALL ELEVATION SCALE IN FEET 1 ------- RIGHT-OF-WAY BW XXX BOTTOM OF WALL ELEVATION Is•'RCP 1 / / PorvD V A\ RETAINING WALL \ / { NW-015,5 \I N\ E CAUTION \ �/ // WGG-°R �.007 DIRECTION OF DRAINAGE BP PIPELIN \�w _ H L=I019.4 g E �,-- / // V V (SEE BP GUIDELINES _ EL-ON FOR \ �__ i _ / / / / /// ip/ie=•o-lms3 �oR a \ 15 ROP o,V / Ai 1015.4 \ ELEV.OR �x X � A\ \ \\ ER 10 6.0 x330 _ ./ Xo l C vv vv v 51 52 / EAa 3 • �I; :,� q� �, �:A A;��\\v v �, ;/ 57 FE�034.1 --- -� x3 W IL El 8j LU ✓, "D' Q�" p \ L � - -- +oo /- 1 0.1 .14 30�� o \ ��\\_ �f -- `�______ _ \ m x \ rj BW 28.0 F 3 x6 .s� { . v �� 3/dam g �R', o - V < Z m (L h _ LU I �! TW 30 BW . ` - , HI28 RF 1 s o \J- xz7.3 \c o\ () (�4 �G13 o2x �\ \ \'O2 Mom_- -t . Q 102 7030 J \ 2 \.L' / ¢\ o-` V) Z o ° 14 0 - � m 2y o '02 I � �.� H ° 4 .Bx 6 10G /° \ .... °, GF , h E- 0 -s� 1 -1 LU Q OaC 7 TW 28. 5 8 V (7) 7°24 xE�F23. r P7�2 52. � O d Ln BW 24.8 --- > _ ------- z Bw 2s.g 9 �i� xG \ ex1018195 IU/ �OTe _ y - - o p /^�/ aR ol< RF $� F O>� z M h�3�/\ 18 19R °40 ' - _ �x�0�� o, �' z_ cr Z \ e+vOv J� TOP F L r BLOCK-6- /0 a 6\ G Q Q TW 28. 41 o ,10, e bo a °z. _ 0 Z_ c� BW 28. 0A 3 oo G�. �2y 21 a `, PZO'0 " *� �� 0� oP€ LU N PLA A R�a v 5 /o ff �1 �I TL E I I 0 Z FOREBAY \ 4 2.5� -,�/ 1 � - - � w � xa Bw J ,o I I H J cv, e. - - GF dti 1.0 ia2 J` - / � l o �\ � \ RFq 3 E/ 47J / /N �� / � oti� � W Y � � O 39 v HWL 1013.22 2 a ? \ 3 / OUTLOT H FOREBAY �� `mil 2 S 1 1° \'�-. � � 2 � � \ m � d 38°,r. -- Vd"/ \ / A \ 24 / +°ry I hereby-tif that this Ian, INFILTRATION BASIN A I I v r P �6 3 �� V / \ 0 G 25 'o o�\ I prepafreeticy'ma o paHdewa my ex�� w > 27 ` direct andnthat I a 0\ 1D10 1 G,r ° : T� 26 0 \ (0 supervis on u, �oA \ 7012 F/2 00 02 "/ PROFESSIOOn a NAL ENGINEER under LO \ ensed 24.0 0 7014 0 3 x o 46 1 3 0 .3 01 ^ _ / @ 27 N O MINNESOTAf the State of 999 ss DO TW 2\ x \ /� hj� RFA I°2� 6� x23.1 V .9 \ O MARK RAUSCH,PE BW 2 \ ��r/ r 28 \ a TW 24. TW o- +00 _ 0+ 1+00 +0 _'( I Date s-19 License Noa BW 24.0- 4.0 - C - - - \ 'S �� QUALITY ASSURANCE/CONTROL € \ °�6 < 34 TF� Rid �I 6 �, v ° 4 �\ BY yVA � ,+YVBW .0 ��rw' 2QS B - --(1) -E(1 (1). (1 - _ - _ - _ - - - _ _ l`� °�� 11 ° 3 �' + DATE ISSUE A onrE � \ 3 - 0 L3 �� E 10 .8 if \pi 3 \ �\ 7 2-55 24 23 22 21 2 19 f 1 '�8 17 16 15 1 REP \° { ) s 2 - / o o 2 26 t-25-t9 CITY SUBMITTAL ��VAVA OUTLOT I V�� EAR 22.� ��v EAR 1 ,s.a 1 UTLQT F 1 \ ! 1 \ 00 J 15.0 1 •0- 1 - R 1017.3 `✓' a / mOR BW RE R 10 6.6 - RE I - - - - - - 1` INFILTRATION - -- 14: '' j �- ` e> 1 I I II BASIN C xHP21.5�- D, D, D, K 5 III II I � HWL 1016.39 � � (oz2 � ,o�z � � ` I I I I I I I I S \ J / °c{A I\ I \ OXO 009 00&O 00 00 07 +k„ O7 0 7 / 07 I O7 O� O O /-cll\ // B 9 �i'3J R S 6 9 9 9 9 I I , \ __�15� Ly, �9s 1OS '3i �R 20 PROTECT INFILTRATION >� SS �3 `?3 2v A6 20 03 �� PROJECT TEAM DATA I I I I \ I�f f \ TW 15.1 1 .1 BASIN DURING GRADING. SEE / /- - �1020 �F�� 1 -- �N � DESIGNED: MPR I I �Fy \I / ///11 I \ Bw 11.1 BW 11.1 INFILTRATION BASIN AND / 7 \I J EROSION CONTROL NOTES. /` I - er DRAWN: SIL o / \ BP PIPELINE CAUTION � � � jyL�' (SEE BP GUIDELINES FOR PROJECT N0: 218-Ot65 w111v \ \ \\ WORK WITHIN CORRIDOR) ~ Ihll A,Iil') Vy � 11 0 °o ��_ o .! \ I .z \ SHEET 11 of 33 BW 92.0 I 9e9 ♦�� 1 V A +y 04.0 W 98.0 m 9 . _ ALLIANT B ENGINEERING °o REA °14 r/ A 733 Marquette Avenue . , 03.0 12 B Suite 700 TW 0.0 Q11 0 FO r i v� / �� / BW�+ °o 0 30 � � ( Minneapolis,MN 55402 0 25 50 100 I I II I I tr ( �� e � / / OJ / x6.Vol G A 1 612.758.3080 www.alliant-inc.com SCALE IN FEET I I I I I �� I.e �� ,� R / g - - r-t-r I I I I I A 1 �, GRADING LEGEND: ii i il� �)�1t`tt't� + , +� ` �� 6 7 00 I I PROPOSED LOT UNE EMERGENCY OVERFLOW ROUTING I II 11 I I I "i00�YR.5 I 11 I t I A O �� G ) EW GRADING PAD.SEE DETAIL(NOT 1 /I I I I I HWL-1002 I I 4 1006 R7 �• i BLO K1 DEPICTED IN PLAN WEw I 1/ I Il ELEv.ory ' I 5 �9� I �EOF l I I l I_ "I I i I ) IT=LOWEST 1 2 B PROPOSED BUILDING FOOTPRINT 958.0 LLOOR A REAR PAD EIEVAnON REOF 101489 EMERGENCY OVERFLOW ELEVATION 1 1 1 1 I I r I /i 0 O 4 x6. ',/ oo I I R ,17y OPENING FOR (I IA GARAGE FLOOR EI£VATON(AT DOOR) /I I I1° l J UNIT I r r 1 1 SPECIFIED UNITS PER CFE(SPLIT UNITS) me PROPOSED CATCH BASINS 1 1 I I I � �'i i � = F,P ---�asob ADDITIONAL GARAGE STEPS 3 O F-- - - PROPOSED STORM SEWER �' y \ 2 DRIVEWAY SLOPE �� I I I \� � -� PROPOSED EASEMENT l/ 1�I I iNnL easlN -� I -� �� i�� /'� C O O 789 EXISTING CONTOUR PROPERTY LINE /I I I Zo-YR Aft- -789- PROPOSED CONTOUR oN SETBACK LINE // 1 I I I� ip/I<r-wooa,e �I I ti x62.44 ..� - 6�pA PROPOSED SPOT ELEVATION LOT LINE -/� 0 + I y9 7 7 1 I I I I � / P05.0 O'9 TW XXX TOP OF WALL ELEVATION ------- RIGHT-OF-WAY // BW XXX BOTTOM OF WALL ELEVATION RETAINING WALL -A07 DIRECTION OF DRAINAGE A / 1 I I T ' 00 GFE 1007.C / 0 21 x6 10 1 V- 15- J ^ 2,v0^ ^1 1 ��° 007.19 22 10 0 REAR 1007.) 0 � lJJ 31 �e-L1 ER - V / / �� / < 23 - - 2:B- o00--� 1o��o Cn W ( FOREBAY H J I>�S li H a _ a f - I 99646 _ m_ C� o V) Z � I13-) - LU 20 11654 i �< ) � Ld 1 xs.1 o 17 C5 31 z- pZ C7 �2 F,,yy.' �/ .4 ^I`O PROTECT INFILTRATION J Z .o ,�2�j02 J /P + .=-1 �PR�02' 15 ° x18. / 5• (i\ 6 ��\ � _----- o� - BASIN DURING GRADING. SEE J w c^ m� - P 14 Q1 �32�0 INFILTRATION BASIN AND ~ J 17 EROSION CONTROL NOTES. Z LLI W Q n P1�2 .52 2 7 i w2/\11 12 2� ,_h� �1� on ! / 12. I �P PLAY AR \ 33 m d C� \ o `. +1\ \ / I hereby certify that this plan, T 1012 OUT I Q 18 °°N 3 I specifiwH.r.o report wG a ^tlA, I 9 POOL / 19� FQ¢, -- 9186.46 / prepared by m under my direct supervision oand}hat I o L 8 ti i EOF Q95.96 dl Licensed I Wyk" 71 6- �k ° 7 / O AA .5 ° , - - r 20 \ PROFESSIONAL ENGINEER under r l \ _ _ EA 1 5� x --� 35 _ I the IGws f the 5}Gte of MINNESOTA x1 5 RE R)101 .0 1 - Q EAR o ^�']� ,- d 29 28 27 26 25 1 .24 LJ\ \ \ I -0 3�C, \ �' �, MARK RAUSCH,PE ory °ti rj \j I 14.0 GF 101 3 GFE 1 10.5 �FE 009.8 / N 996.4�, 1-25-1s a3aea s k J BIN 12.3 _ -�1� 37 $ \ \ Dots License No. 8 63 B 1 2 \ R P 7 % QUALITY ASSURANCE/CONTROL •� / ' ��^°- oo, 138 O TLOT B 9s�o� �. / '< ' FE °� 6 � H�L 995.96 / / 65 w BY DATE //�� 0.0 �r 1 40 > � �% � I � � � DATE ISSUE A xH 2 'pi i x21. 6� V BW 8. o -�9+00 's s+oo 7+0 6 / +9 1-25-19CITY SUBMITTAL �b RED x o1 °04 NFILT�ATION�ASIN x B 9W.46 C 1 1'In 7 �' % 'L'�o O^ 68 / GFF 7 ry � O - n 0 �pq2 ^ 7 °" s � z1 it v e o m --- x' Q- cn 4" 88 9�t�P � � 88 � OREBA'f - ✓6� 0 69 ^v " ns 61 GFe o7C7�:: (�) (1) 0: o oy /_ BAR 60 6? GF 1014 0 G E 1013.3 GF�1011.3 GF 101 .6 > 8 I N - II ,6 _ 912 71 O LOT A \ 7 5 8 57 56 C52 5 50 �9 -"g �7 �6 ,45 44 + 3 �' x 996.46 PROJECT TEAM DATA .� S EAR 101E REA 1008. / REAR 1014. / DESIGNED: MPR o •� 20.6 - � / � - � � ILILH X - 270A ni / U LO 1012 0 07 ' 1001 + x 9 + 6 + _ ,00 �96 �R �03 �6 C 1018 ___ 101 101 \ �♦ 101 I B O 7 t r� ♦ t �3 ro 3CrO �- .W uD � - _ OFFSITE GRADING-TO �� I 6 8 � �� o /� �� x WITH DEVELOPER. 1.5:1 SCOPE b i SHEET 12 of 33 e 4 0 \ �v v�v vZ 29-2 x27.3 a2 — N2B R 1 °� %'°74,\ Ak'% ALLIANT �4 _ _ E x LL. / A lQ EN OINEERINO 733 Marquette Avenue Suite 700 10 10 \ \ 2 02 . Minneapolis,MN 55402 8 612.758.3080 \ x , 9 �7 v v www.alliant-inacom 95 o X2ex10 8. > 1 X14 , 8 �9°5 ^ x / / N \• 41 J V OPEN P e � o / R�A � / � 3:1 \ 5 70 / LA A v , eX, aA� 1 �4 _ \ / FOREBAY BASIN SID /� x 1 Ln i_ / \}/ / / RETAINING WALL 4 eX1 10.3� N �0?0, / / \ // \ RFq 3( F J a3� 39 \\ // OUTLOT H Hwy 10 s 2 w 38� + 7 - _ \ INFILTRATION BASIN A ex11a 16 3 v \ OUTLET -\ FOREBAY \ x o1 --- o\ \ 1012 r 0 9 Ag I I 6 02 6 tat , 1 / x / +oo I �\ +o `s+o� zo o� z,+oo zz+oo�U^ J f -3 5' A 1 Q 34 0 f� 3 ��^ 102p A \ U X w P FE 1016.8 oGF 101 .16 GF 101 .3 a 1n a � —_ z 27 26 25 24 23 22 21 20 1_9 1 18 17 161 15 14 inig OUTLOT I w Z�a w EAR 22� 16.8 6.6 REAR 1017.3 6w ZINFILTRATIO - z BASIN C w Y O aHWL 1016.39 xHP/21.5� 2 a ,n, \A a q, e OO e N N P I hereby certify that this plan, + +� C +7 +� + fiaatian.or report— 1 I °Os °Os °'o a'3v d b me or under '2° direct and that ly am a duly Licensed 1 I I 1 I 1 / / / I \ I. I \ I ON�y the I—slaofAthe IL NStateE of under 0 �v\G'w P� MINNESOTA A' Foy MAN r oN ��, 0 ^ �JCJ�\ MARK RAUSCH,PE 480 d A' GONg� Date 5-19 License No. N40 QUALITY ASSURANCE/CONTROL LEGEND: BY DATE d EASEMENT LINE DATE ISSUE BUILDING SETBACK 1-25-19 CITY SUBMITTAL s PROPERTY LINE LOT LINE TOP ELEV EOF: 1014.89 TOP ELEV EOF: 1014.89 Row In ELEV: 1013.27 HWL —— ——— EXISTING CONTOUR uD 789 PROPOSED CONTOUR ro 3:1 ABOVE HWL & 3:1 ABOVE HWL & EMERGENCY OVERFLOW ROUTING 00 IN FOREBAY 3'�S� SCOPE ELEV: 1008.95 BOTTOM 3 S S OP`c N FOREBAY y N PROJECT TEAM DATA O 4:1 SIDE SLOPES DESIGNED: MPR N X 4:1 SIDE SLOPES BOTTOM OF EXCEPT ALONG DRAWN: SIL EXCEPT ALONG INFILTRATION AREA TO MEET 12" PLANTING MEDIUM —SHALL NATIVE SOIL TYPE FOREBAY RETAINING WALL PROJECT NO: 218-0165 RETAINING WALL LAKE ELMO ENGINEERING CONSIST OF 85% ONSITE SAND "SM" PER WHICH SHOULD E WHICH SHOULD BOTTOM OF DESIGN STANDARDS AND AND 15% ONSITE TOPSOIL TO GEOTECHNICAL ELEV:1005.0 BE 3:1 a FOREBAY ENSURE HEALTHY PLANT REPORT BE 3:1 ELEV:1004.0 GUIDELINES GROWTH. 0 15 30 60 13 POND SECTION A-A' (N.T.S) SCALE IN FEET o SHEET 13 of 33 � NJ -- - o o - �0 ,, \ o o —— N % \ 0� i \ / � 07 i x � � W O O REAR 1007.� R o z \ \ 'oo o ALLIANT EN OINEERINO (7) (1) O_ 06•� N z.0 0 / / 733 Marquette Avenue — - 10066..7 GD / // I� �I \ Minneapolis,MN 55402 / 1/ / 612.758.3080 — — — —— \ . o V l---/- _ 1� �1� /, �� I / www.alliant-inc.com co o \ / o Gx ` /l 1 / N O �- \� o W r 4,00— / o I N I I + \ \ O, W 3 _ O .. I — I I o _ �-*o / / O • 1O / 0 m L GF o / 1 I / 005 9\ RFyR 1 UWi 110 M I W I �� I N / o 9 W I N \-�'j / � REA 100 C�y�� - IUD 00 v l oT / / — �p0 � o ^ L OQ I -- � Z D m _ — / O \ J / * � .f o J Q +� / I / / _ — o— + V Z D QD - - - _ -- a ` 0 / _ _ _ a Z '°D T _ W - ------- D 11 m _ / _ - - -- J z_ O \ �4 x x x x 1 / /�tooD-TT - > Z_ F_ \ A \ — O 9 x — / [ wD2 ——— co J cc Lul \ X X a� X co`-X -so X�X cl ° o �uX X�X -X-99z- X _ X IX—� - - - +a°" Z c' W li o \\� , \\ \� // J LU BASIN �- \ I 1 I I I I / / / �— a,-----� Q Z \ rn FOREBA -------- OUTLET \ 1 rnl II I FOREBAYI o I �� I I 11 m a / I I I I I hereby pecifi H.rrti or thatthis plan, Prepared by me or under a my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under / / I , I 1 I I I I N the laws f the State of o \G'w MINNESOTA / 0 B' MARK RAUSCH,PE d GO``QJ� 5 -19 License O` Date No. N40 QUALITY ASSURANCE/CONTROL LEGEND: BY DATE d EASEMENT LINE DATE ISSUE BUILDING SETBACK 1-25-19 CITY SUBMITTAL s PROPERTY LINE TOP OF BERM ELEV: 996.5 TOP OF BERM ELEV: 996.46 LOT LINE o - - ROW ELEV: 995.96 HWL & EOF ——— - —— EXISTING CONTOUR SLOPE 3:1 ABOVE HWL & 789 PROPOSED CONTOUR 0 3:1 ABOVE HWL & 3. ELEV: 991.5 BOTTOM 4' IN FOREBAY EMERGENCY OVERFLOW ROUTING 03 IN FOREBAY S�Op 31 SCOPE 3. S PF �•1 S�pP PROJECT TEAM DATA �N DESIGNED: MPR 4:1 SIDE SLOPES BOTTOM OF DRAWN: SIL EXCEPT ALONG INFILTRATION AREA TO MEET 12" PLANTING MEDIUM -SHALL FOREBAY PROJECT NO: 218-0165 RETAINING WALL BOTTOM OF NATIVE SOIL TYPE LAKE ELMO ENGINEERING CONSIST OF 85% ONSITE SAND ELEV:986.00 E WHICH SHOULD FOREBAY SP-SM" PER DESIGN STANDARDS AND AND 15% ONSITE TOPSOIL TO Z o GEOTECHNICAL BE 3:1 ELEV:986.00 REPORT GUIDELINES ENSURE HEALTHY PLANT 1 4 GROWTH. 0 15 30 60 3 INFILTRATION BASIN SECTION B-B' (N.T.S) SCALE IN FEET o SHEET 14 of 33 ROAD A �` —1 IT 11 1 IT—1TII9n —IT 1-- 1.IT 11A 'T' L11.w IT M%—191 �HX I V,1121�il 11 M1.1111.11 I�'1- P� T19�'2� I P, P�' 1 D60 1060 1,T.'..-6- IT IT I�1-1-41 P, 1.T' X 1-1 1.—T.— ALLIANT 1050 10 11-75 F ENGINEERING �PT ST, 1050 11 ITA I U p 733 Marquette Avenue 1040 1 Suite 700 y gmd g. Minneapolis,MN 55402 9 1030 o 612.758.3080 lo3o 1020 vvv4w.alliant-inc.com 1020 HORIZONTAL SCALE ioio lolo 100 200 0 50 r000 161 o jo50 jo4o l000 SCALE IN FEET 990 A 980 19 g8o NN 6 M 6 6 64 a 96 M �6 ROAD B ROAD D ROAD E 1060 1060 1060 I�i=101 Z WIT F. I�S'TL-74� Il.STA�T81'3,1 1060 1o60 1` 1 D60 ,K 1 Sm 1050 1050 1050 RaE5 �R 1050 1050 Fo1 D50 g —j g g 1040 1040 1040 1040 1040 l040 g 21 l030 1030 1030 3 1030 1030 l030 1020 '2 1020 1020 4 1020 1020 1020 I�g ioio I I lolo iolo lolo lolo lolo C/) Z, LU l000 l000 loon 14T1121 l000 moo l000 0 LL 0 990 990 990 990 990 J z <A—g 980 980 980 980 980 980 o LU —j Ld 0 I— —a 1— 7— —o z Ld LU OVVL- LU j IL 0Vk P�J\OV4 31 hereby certify that this plan, specification, or report prepared by me or under my r'0 direct pervi:Ioneancl that I 0?1 . cl L d L0PROFESSIONALMduly Licensed ENGINEER under XAO the laws 0 ROAD F ROAD G MINNESOTA-f the State of IT SIA I't'll,85 1:,IT'IA'—'500 ITT 1�5Vi9051 LL��IT'S�3,t,2 6 4 IT 1, L '7 IT "ST 1—I P�STA—0 0 P,IT"", P, P,IT-101 1-25-19 P.ILN.,I _1�0 P,'LTIjt�11 CL . 1. . 1,,VIZ. 1 1. 1 D60 loso 1 D60 > 1-12 K K 111 1311, K 40 K�BA P� I Date License No. L-0 L"', 1050 1 D50 1150 A- A QUALITY ASSURANCE/CONTROL E 8 'Ig 1 D40 1 D40 1040 1 D40 BY DATE DATE ISSUE 1-25-19 CITY SUBMITTAL 1030 1030 103D 1030 _I020 1 D20 102D 1020 1010 z 1010 1010 1010 Ln xm ro 1000 1000 1000 1000 �o- PROJECT TEAM DATA — 0 990 990 99D GPI. 99 0 DESIGNED: MPR JL DRAWN: SIL Ana PROJECT NO: 218-0165 980 980 94 �9.9 980 980 -0 0 .T -9Sao 2T.c —c 12T. 11— 1 . 0 0—c T.c 0 1T.c T.c 1T.c -.c — I.— IT. w 2T. T. 15 1 SHEET 15 of 33 II 41 N 11 SEDIMENT BARRIERS PERMANENT SEED MIX/STABILIZATION ACTIVE SWPPP MAP LEGEND \ 1. SILT FENCE(MnDOT 3886) 1. MnDOT 270(RESIDENTIAL TURF)2 CURB LOG RE \ NNP \ \7 3. ROCK WEEPER 2. SOD +FIELD MANAGER TO COLOR CODE DURING CONSTRUCTION AS NECESSARY FOR �UG"(\oN . -� \ STABIDZATION BMP'S I ---- \ INLET PROTECTION DEVICES 1. STRAW/HAY h \ 1. WIMCO(M,,DOT TYPE A&C) MnDGT TYPE 1 MULCH A G yL°\ /�\ I A L L I A N T \ 2. INFRASAFE STORM DRAIN/CULVERT 2. EROSION CONTROL BLANKET C �•G L41 �Y EN a I N E E R I N a 3. SILT SACK(MnDOT TYPE A) MnDOT CAT.3 CURB LOGS/MULCH SOCKS PAVEMENT(DRIVEWAY/ROADS) TEMPORARY HYDROMULCH 0� Q 1y o \ \\ 4. DANDY BAG(M,,DOT TYPE B) 3. HYDROMULCH _` �' o \ \\ MnDOT TYPE 5 O 50 100 200 `_ TURF REINFORCEMENT MAT 733 Marquette Avenue pull TRACKING CONTROL 4. � ' l 1 S__ `I L \\\ 1 2"CRUSHED CLEAR ROCK SC250 NORTH AMERICAN GREEN \! 6(,"I I J g2 .Suite 700 \ \ (LAND DEVELOPMENT) OR EQUAL MNDOT CAT 6 f \ \� SCALE IN FEET f {' 1 1. CONCRETE WASHOUT IS DONE BY SILT FENCE SOD EROSION CONTROL BLANKET �/\` t - \ Minneapolis,MN 55402 1\ \ \\1\,1 1. MnDOT-100( ) GRADING ACTIVITY ` x\ P \ \ \`\ `\ TEMPDRARV SEED Mlx TEMPORARY MULCH COVER STOCKPILES ROCK DRIVEWAY ROCK PADS I , ooN \ \ 612.758.3081) / ~\\ \T+.I-r-' (OATS 20-120 DAY STABILIZATION TRUCK WITH I ED AN WASHOUT \N/ 'I ,�L/� \\ \\ ) BYSTEM PROVIDED AND COMPLETED \/ \ \(, 2. MnDOT-150(1-2 YEAR STABILIZATION BY THE CONCRETE CONTRACTOR. \ / www.alliant-inc.com � INLET PROTECTION DEVICES �BIFF/PORT-O-POTTY �3WP SIGN /MAILBOX 0YxTA e 9 1 _.-lows �Lu_ �k / � Q r 12 13 14.' sN � 10 Oil :� -- --- III 2 Va 9 I �V'.ao'\ / � so II /:� w 4 5 -♦ I (� I s^R Hwy -- - v v � v /;I / _ l r, saws_ I.K`i f "' \ RCP ❑ � w°at c°xsxVCna ��/ _ / \\ / \ � i// ' -- -o � �� 1 v J ll"/ Q fi 100 - 18 7 1fi 15- 444 \ O W O i o ~ Z 022 �,_ .4 v-v 10 A Q 0 1 '-' mT.t 47 5 V A wn a o«o a�x _ __ J "-.. 6 ��j � 4'•"� � � �� swu eE urr Iro x�a u1a - raoer�m 1 E �iw'MiifinndI/:v-,ul ww�fR oI/i w+-/ ,,n nvown-mimuu�-o+dI� �r I- _- - J� 'O i i 6 1s JZ 4 0 O V LO - �DND---� VR 39 sNNpro I\ W OUT U) �c g. L INFILTMTION BASINA �O�wT aawe"l i \ W E 37 1Ot2 1010 g 26 v c 3� - 6�63 N 38 O�TLOT B Q W 0 0 28/ Z 35 34 urr-r axe°ro 'I rnmTM malx \ g 4 ;oo / / 62 61 Sg _ 41 / 8 9 ,wur rv,vis'e•R ( \\ - Z Q A A 3 swRx rrxslm`nae°Nc o 2 11 o 3 \ 22 4 - 70 0 LOT A 8 57 56 52 5'1 50 49 4 42 > Q O'2\ _ � rRolEer I 69 _ uRaINNE _ / 1O 6.��A 10 � A 60 w/E �arER / ao vv / _ s 47 I a6 4s as 43 i / _ Z N VAV A� cwrvciR'W"aa1O r°u A A'M" _ > _ / W 0 O O A\ \ l -- ,.o 11 C N I I III I OUTLOT I \ ,may ME soa>m.°�.T 7 26 25 24 23 2 21 20 LQ � 18 17 16 15 14 ` � UTLQT F 1 " p � - � �^P$ �� - - - - - - - - - � / '�� J J C I crw n' c O` I�I\ll NFKTRATION - 1x°;xoTEs sEcr. L - - K.5 p- -+, . ..,a tD 20 tooa n - 'o � I ~ w J \ BASING - _ I 1 / 1 r-io1 -- �- S _ 'I \ I I / IM ro / �� Z w W -1016.39 / ` 0 1 II 1 II ., �'Ilk � � _"` _"w _ I \1 .__.D"9 �_- / O1 W Y � � III Iv _ // lozo- a D 644- d W - _ .MP C I l �/ ti III,o� I� 2 ° 1 l VI I herfcafionrtifyr that porfiwaslan, 9A I I ti�i A Prepar:�Pby me or under my x 11111id/// Av ��v ° vim %^III I �� ° 0 p_- A �w� I I I I / / A direct and that I 8\ N N / /� am a duly Licensed \„111,1 )I Y �i-70>AAA��vv)I(},IIIi vv/ ` rpm 1 .� o �� iiv� VA A� A A V,�\ �o 000 moo 0 0 0�� o> �O PROFESSIONAL ENGINEER under the laws of the State of CD MINNESOTA 00 SWPPP BMP QUANTITIES: NOTE TO CONTRACTOR: CONSTRUCTION SEQUENCING: LEGEND: MARK RAUSCH,PE & 4 ! THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR (PER PLAN) `O MASS GRADING PHASE: - EXISTING CONTOUR ssa PRE w�5F PROPOSED SILT FENCE(PRE GRADING) " �" 1-25-19 43480 'C` INSTALLATION OF ALL EROSION AND SEDIMENT CONTROL BEST 1. INSTALL STABWZED CONSTRUCTION ENTRANCES. _ � "+'r "9" u ^�q SILT FENCE OC"` LF MANAGEMENT PRACTICES(BMPS)AS SHOWN IN SWPPP 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. PROPOSED CONTOUR Q ��": >r'r Date License No. `P n ww�Psr 5F PROPOSED SILT FENCE(POST GRADING) Q € p Y INLET PROT CTI v Q�r - EA (EXCEPT FOR POST GRADE BMPS NEEDED AFTER UTILITY 3. INSTALL THE PRE-GRADING SILT FENCES AND INLET PROTECTION BMPS ON THE SITE. PROPOSED RETAINING WALL 'O m " (E) 5� n� - CONSTRUCTION ACTIVITY). THE BMPS ARE TO BE INSTALLED 4. CONSTRUCT ALL PRE-GRADING EROSION AND SEDIMENTATION CONTROL BMPS. °"r"' �n 4 QUALITY ASSURANCE/CONTROL BIOROLL�" EA AT A MINIMUM AS SHOWN IN THE PLAN,IF CONDITIONS 5. COMPLETE MASS GRADING AND INSTALL TEMPORARY AND PERMANENT SEEDING AND DIRECTION OF DRAINAGE ❑ INLET PROTECTION w"xg �j° > '*" y^x� wu y `S�` ARISE,ADDITIONAL BMP SUPPLEMENTATION TO PREVENT SITE PLANTING. a SEED/SONJA GRADING AREA AC EROSION OR SEDIMENT TRANSPORT MAY BE NECESSARY. THE 6. CONSTRUCT POST-GRADING SILT FENCE ON THE SITE. NoPROPOSED CATCH BASINS DND DO NOT DISTURB AREAS f„w„"T wm BY DATE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR ALL BMPS „t a,,,^ PR .TECT REQUIRED TO COMPLETE THE MASS GRADING ACTIVITIES AND STREET & UTILITY PHASE: - - - PROPoseD STORM SEWER a.. Tana ca DATE ISSUE ".°" u..."K.... w SUBSEQUENT TEMPORARY SOIL STABILIZATION NECESSARY TO �""`°" L� TIN 1. INSTALL UTILITIES,UNDERDR OUTLET STORM SEWERS,CURBS AND GUTTERS. ------ m '�^®'"""^,„ va' 1-25-19 CITY SUBMITTAL °o PREPARE SITE FOR STREET AND UTILITY CONSTRUCTION AND --- PROPOSED EASEMENT TEMPORARY DRAINAGE ROUTING T. INSTALL RIP RAP AROUND OUTLET STRUCTURES. DURING MASS GRADING ^"^•_^ *" HOME BUILDING. AT THE COMPLETION OF MASS GRADING 3. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. PROPERTY LINE _ EROSION CONTROL WORK AND SATISFACTORY SITE SOIL STABILIZATION,THE 4. PREPARE SITE FOR PAVING. - SETBACK LINE c DEVELOPER AND MASS GRADING CONTRACTOR SHALL 5. PAVE SITE. "A„ O 0 PULTE HOMES COORDINATE THE TRANSFER OF NPDES PERMIT 6. INSTALL INLET PROTECTION DEVICES. LOT LINE 1' >v 7500 FLYING CLOUD DRIVE, SUITE 670 RESPONSIBILITIES TO THE STREET AND UTILITY CONTRACTOR 7. INSTALL POST STREET AND UTILITY SILT FENCE. RIGHT-OF-WAY ROCK CONSTRUCTION ENTRANCE w ,n EDEN PRAIRIE, M W �� N 55344 AND THE CITY. 8. INSTALL PRIVATE UTIUTIES -- R cD PH: 952-229-0723 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES - s THE STREET AND UTILITY CONTRACTOR AND CITY WILL THEN BIOROLL p CELL: 612-369-2694 (ONLY IF SITE IS STABILIZED),IF REQUIRED BY THE CONTRACT $ "p DD_ ASSUME THE RESPONSIBILITY TO PROVIDE INSPECTION CONTACT: CHAD ONSGARDIN-PLACE MAINTENANCE OF ANY I CBMPS AS WELL AS INSTALL EM: chad.onsgardCDpultegroup.com THE ADDITIONAL BMPS REQUIRED IN THE STREET AND UTILITY IMPAIRED WATER REQUIREMENT TEMPORARY SEDIMENT BASINpg� CONSTRUCTION DOCUMENT SWPPP. UPON COMPLETION OF DURING CONSTRUCTION: 4 ® %£oo € " i" u. ""°` ".,. SCD TREET AND UTILITY CONSTRUCTION,THE STREET AND UTILITY "a"u' �,. '"s•sO+ T` 201° PROJECT TEAM DATA CONTRACTOR SHALL REMOVE ANY BMPS INSTALLED DURING ¢ .*^° v'� ag ,=•fix ' a^- .. DESIGNED: MPR THE STREET AND UTILITY PHASE THAT ARE NO LONGER A. ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION CONTROL BLANKET .. x NOTE: REQUIRED AND COORDINATE THE TRANSFER OF NPDES PERMIT EROSION BUT IN NO CASE LATER THAN SEVEN(7)DAYS AFTER CONSTRUCTION ACTIVITY :i a",. _ "q,,,;„ �=u ;,s,,,... }`Y@p axgs p DRAWN: SIL RESPONSIBILITIES BACK TO THE DEVELOPER OR TERMINATE IN THAT PORTION OF THE SITE HAS TEMPORARY OR PERMANENTLY CEASED. EII x @ fg qv �' U a .,arse PROJECT NO: 218-0165 1. SEE SHEET 19 FOR ALL EROSION AND SEDIMENT THE PORTION OF THE NPDES PERMIT TRANSFERRED TO THE •'�+ CONTROL NOTES AND DETAILS. CITY AND THEIR CONTRACTOR. B. TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN PART III,B.1.5 MUST BE o USED FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE(5)OF rs s °_.. o-„>5p V B ff. 8- S9 9 c MORE ACRES AT A TIME. 16 VICINITY MAPMAP 3 SCALE:1"=3000' 0 o SHEET 16 of 33 -- I 1 1 1 � / // / j / / \ A � \I III IIV1I I / --/ / r v a>z -� w —'I I I �I I' 1 II 1 I II 1 �I / y N III Iv //� �� 1 //i/i I j __ I�,1 111 111111 1v IV AV w Q�\. I I !/ _,o� : s —v v ;�` vI , 1 vI _ _ vvE ALLIANT _BP PIPELINE W 1Ap1,I I ENGINEERING FOR ,,AI G 733 Marquette Avenue \ ♦ v �_---- _ _ V I / / ! I I I! ,1 l�ooy I VIv A O GO Suite 0 ------ - Minneapolis,MN 5 5402 � -- , vv O 0 25 50 100 612.758.3080E www.alliant-inacom \ SCALE IN FEET LEGEND: / / j / / / / // fi \\ \\\ 1\ \\\ "' EXISTING CONTOUR PNE 5F PROPOSED SILT FENCE(PRE GRADING) ---� 789 PROPOSED CONTOUR �- a \ v _ / �' _———i / / / / / \\ \\ \\ \ \ R:.PST 7 RR� PROPOSED SILT FENCE(POST GRADING) \ \ PROPOSED RETAINING WALL BIOROLLS_ e / _' // / /� // , (T\'P•) \ \i —� r/! / �\ \\ \ 1\\ DIRECTION OF DRAINAGE INLET PROTECTION �rf11 15�RCP -ROCK CONSTRUCTION �/ /� /� $ // / ` V AVAA�\ I\ �, \ \ DND DO NOT DISTURB AREAS \ is„RCP ENTRANCE —�\ �— I /// \\? \\\\\ l \ \ ■• PROPOSED CATCH BASINS _ >' _' " / ` \ \/ I PROPOSED STORM SEWER _�E` �19F� �pl 1 // / \ \ \ \ ————————— PROPOSED EASEMENT _ / / / \\ \ ^ \ \ \ \ \ TEMPORARY DRAINAGE ROUTING _ / \ \ DURING MASS GRADING \\\ \ PROPERTY LINE �_ - , •CCQ 8 �� =10 / S \\\ ( // \\�\\\ \\ \ — _— SETBACK LINE \ _ I —XX LOT LINE ROCK CONSTRUCTION ENTRANCE J RIGHT—OF—WAY W A `\ \ 51 52 BIOROLL � .. \. v vv / / 57 TEMPORARY SEDIMENT BASIN a DND � 50 \ \ Q e EROSION CONTROL BLANKET cn 49 — 2OP � s - — — BIOROLLS1\6 a ° I 7ZA FUTURE FOREBAY AREAS TO - ��/ o V - - P 3 .BE USED AS TEMPORARY .9 $ \/ Q Z I' I FOREBAYS. DIVERT WATER 16' 1 ?> �� O II 45 ', AWAY FROM FUTURE III �a INFILTRATION BASIN AREA TO c< FOREBAY AREAS. DISCHARGE \ \ x INL TYP 4 �W FAIRCLOTH SKIMMER. } / e ET PROTECTION � Z BIOROLLs cn w — a � we f W ¢ W I -� -- 4 — \ \\ 10 9 ° �� xE�F2a. 0 0 cn � � CIL 8 18 � _; _ w >. o �� ---- _ 19 __ I _ z_ < z I � d 7 g bF F L LQ 4zt\� �o �', FUTURE FOREBAY AREAS TO t, '1 � - Z Z ��4 BE USED AS TEMPORARY ., 21 I �-'a Z FOREBAYS. DIVERT WATER o - W - OPEIN PLA rIRFA / \ `AWAY FROM FUTURE ti ry / TL I: I I -j INFILTRATION BASIN AREA TO �� / 0 \\/ FOREBAY HWL 1013.22 W�FAIRCLOTH SKIMMER.FOREBAY AREAS. DISCHARGE I ^�� "oo / I I Z w LU1 O o OUTLOT H FOREBAY 1 TEMPORARY / W Y FLU m a w 38 I P s j iJw I V SEDIMENT BASIN W� / 24 I "" ""I" "I that this Plan' INFILTRATION BASIN A �'z / FAIRCLOTH SKIMMER v r p Specification.or w pepared by me a,under my direct supervis on and}hat I - o\ 1012 9 PROFESSIONAL ENGINEER am a duly Licensed p� L6 016 / �^>�ST. � / 7 '� 27 N / the MINNi. ESOTAf the State ofunder 0 TEMPGRP'RY � MARK RAUSCH,PE -- — �� 1 D� o+ +o \ FAIRCLOTH SEDIMENT BASIN SKIM ER / �I \ I � Date License License No. — _ \ 19 E - - - - - x QUALITY ASSURANCE CONTROL TEMPORARY EDIMENT BASIN W E 34 PROTECT INFILTRATION AREA DURING MASS _ .� GRADING. BASIN ELEVATIONS SHALL BE S FAIRCLOTH SKIMMER 10 4 N 4 - 1 I \ BY DATE LEFT 1-2' HIGH AFTER INITIAL GRADING TO - - _ 11 S \� \ PREVENT CLOGGING OF NATIVE SOILS VIA - - - - 3 ° M DATE ISSUE �X `� 3 o SEDIMENTATION. FINISHED GRADING OF - 2 1-25-19 CITY SUBMITTAL BASIN.TO PLAN ELEVATION CAN BED I 2 Q�. aI 0 COMPLETED ONCE IMMEDIATE UP-GRADIENT_? ZG ZS 24 23 22 21 2 19 0 18 17 16 15 1 OUTLOT I \ `-' AREAS ARE STABILIZED. SEE EROSION I I UTLQT F 1 ,� CONTROL NOTES SHEET. �1 INFILTRATION — ! co v� �vioo�. � I BASIN C D \/ 101 U 1 II II I I II1 \ HWL 1016.39 !� ozz4 \ a ` t` 51SIF Off\ o I I II I II I lS; \O — Jllll\A I \\1 _ F S PROJECT TEAM DATA c� I I II I II I III — 7 II1f I \\ I SOUTH FLOWS POOINT TOVERLAND / —1020 --PRE DESIGNED: MPR C� \ _ TO THE SOUTH TO MPCA ` ^ - DRAWN: SIL PROJECT NO: 218-0165 IMPAIRED NALMES LAKE �__ - 17 1QP ��• �/ �— \�N\ �� v� III ! oN l/l., /\ SHEET 17 of 33 N 1 Iv - o vI v a P °loo— — ALLIANT EN GINEERINO FO 733 Marquette Avenue pON Suite 700 P V40 C F �i I �v v �a�� G Q�� i _ 11 12 13 14 II v Minneapolis,MN 55402 o zs ao 100 �� . ��s� 2 / gC j / A V I 612.758.3080 10 www.alliant-inacom SCALE IN FEET .x — V-�— //I III I I I �� TEMPORARY 9 S \\ `-t-z= I I I I I ` \\ 2 _ SEDIMENT 8 °os I o� LEGEND: i i i i i i Ili �I��II�, �� BASIN W// / / — — I �- - 1 EXISTING CONTOUR R>.PRE 5f FAIRCLOTH PROPOSED SILT FENCE(PRE GRADING) / // // I I I SKIMMER I T89 PROPOSED CONTOUR / / / / //II/ // I I I i� PROPOSED RETAINING WALL PST—W— PROPOSED SILT FENCE( )POST GRADING I— i oo 5 l l I I l I�l I t II DIRECTION OF DRAINAGE INLET PROTECTION .� // // I I / ROCK CONSTRUCTION / 4 \ / ENTRANCE 3 �4100-- s ■O PROPOSED CATCH BASINS /� - ff DND DO NOT DISTURB AREAS 2 i I I\�� I l I I I I �� i \ 1�, > > ? PROPOSED STORM SEWER '/ n �� ————————— PROPOSED EASEMENT TEMPORARY DRAINAGE ROUTING I "w�=iooa_o i/�/is=<ioai i� x C.`��11 DURING MASS GRADING / l A I l II E�Ev-on PROPERTY LINE I I SETBACK LINE I I %� /� .fir` / �� o+� I J A LOT LINE ROCK CONSTRUCTION ENTRANCE w —— RIGHT—OF—WAY o p BIOROLL — � �� 7 a TEMPORARY SEDIMENT BASIN L 2 �0 16� _15 ~ - 1 aEROSION CONTROL BLANKET � ,/�/ y i� /' / 3(� ° 22 W 30 i Z23 ---- s I _i000— 29 Q FOREBAY H p U PROTECT INFILTRATION AREA DURING'. MASS GRADING. BASIN ELEVATIONS m SHALL BE LEFT 1-2' HIGH.AFTER _ f = z INITIAL GRADING TO PREVENT FUTU FORLLI TEMPORARY EBAY AREAS TO - CLOGGING OF NATIVE SOILS VIA BE U D AS TEMPORARY U) SEDIMENT BASIN W/ - 7 13� I' SEDIMENTATION. FINISHED GRADING FOREG�pYS. DIVERT WATER --I _ I x OF 21 i SOP FAIRCLOTH SKIMMER __ OF BASIN TO PLAN ELEVATION CAN 1' \ AWAY FROMFUTURE w ~ o �` a� >o BE COMPLETED ONCE IMMEDIATE 1 INFlLT#A110N BASIN AREA T a W 2O �o` 14 UP-GRADIENT AREAS ARE FORE Y AREAS. DISCHARGE 0 p (� un o 6 -- STABILIZED. SEE EROSION CONTROL W/F RCLOTH SKIMMER. to ] _ '� L' 19 � / � 1 NOTES SHEET. LIj � 1718 5 A I 1 � �) 36 �� > Z Q C) '�I \ a� INLET PROTECTION (TYP) - / / 3 6 z N ,a�— � F �-•, 16 o 31 w O 1415 � 32� ILL- r 13 \ - z w w 0 APE SLAY AR 17 33 - m a w J 1 3 �oi6 10 / i %/ o` I _ / OUP 18 34 ' y a I hereby certify that this Ian, spec9 POOL 1012 9 F04. " ----,�DND Prepafredflby me report under my i EOF Q95.96 dire I sup—is onaa d that I a✓1� TL 8 I am a duly Licensed n a 71 DISCPROFESSIONAL h ENGINEER funder Poi3 OI MINNESOTAthe I- f the Slate o oo EAST oRL ,-28-,USCH,P 28 27� 26 25 24 23� � / A �� 36, � � �- �' oTM'THEr E v MARK RA � 13480 0_ M Dale License No. � 3 IMP 1 3 0 / - 63 \ _ \ KRAM QUALITY ASSURANCE/CONTROL _ .� x 38 041TLOT B 87 DATE / 65 64 HIWL 995.96 DATE ISSUE - �, > � � _ �+o 1-25-1e clTr sueMlrrAL m O�A�� b �' / Rb D F - - 4 39 NFILT�ATION SIN FUTU OREBAY AREAS TO o IMMER i - - 1GD BE U1ATON AS TEMPORARY / v / FORES. DIVERT WATER 69 68 '62 61 - - - .\ --- ----- OM 42 fia AWANFlL BASINE AREA TO I I o r 70 ,Qti \ 60 _ \ I I / / / 3, FOREB$Y AREAS. DISCHARGE ro-z W/F CLOTH SKIMMER. o M 4� 5 8 57 56 52 5'1 50 9 48 447 46 ,45 A4 / / �(0\�- 71 � ' LOT A � � PROJECT TEAM DATA 04 1 DESIGNED: MPR l \ DRAWN: SIL Q J 1 12, PROJECT N0: 218-0165 8 o lol C K pole SF PRE Sf 1016—PRE—SF —PRE o ,y- — m — 1 8 c� i / _ v i — — sr — _� — PRE � _ BIOROLLs I I ^�D N D x 1 l o ► .� i — I 1 (TYP.)' SHEET 18 of 33 EROSION AND SEDIMENT CONTROL TICKS3'T-SHAPED METAL FENCE POST NCO1 G( A)REST AAoF.TNT P..ITS (e P)ATO T D 'FLAT EON 'THINO re NEHIODD PNsrreuGrlDN TRAFFIC) MAINTENANCE PROGRAM: LLTHEA ANDBACKFILLEG, THEEUTENTTHATDAMAGEFROMHYDROSTANCPRESSURE, FLY MN°TIT REED AREAS WITH E INCHES OF TOPSOIL CONFORMING iG DR 2 ODD PD 6' 1. FOLLOWING NOTES ARE MEANT TO SUPPLEMENT Cltt OF LAKE ELMO NOTES.IN CASE E A ELL,WORK OR I ER HE I ALL DEVELOP ai WORK AND BUILDING M A Mu OF CONFLICT CURRENT CITY NOTES ARE TO GOVERN. SPECIFIED HEREIN ArvO MAwraN urvnL M T - STREET cONsrreucnory Is COMPLETED. �x2 S.TEGUENE AN'APPROVED RO ED UP AAN'D EDTHER Ell KEEP 11 IN TIO mN'TRDL 1'11Es TRACE REREPLACED OR THERWISE MUERED WORK ORDER.u�D%oRNGTAFFnEIUU THE L.NTRAGHAR MAIL USE AND METUI SIR COMBINATION.1 METU SAKE DAY OF Nsnlo w�olRrc slwuDeiGcoMa�neo�a�Ion"iRncroR SLexcErgiscTGP 2. INSPECT SILT FENCES IMMEDIATELY AFTER EACH RAINFALL AND M LEAST DAILY GETAN HA 3.MAINTAIN ALL SILT FENCE AND REPAIR OR REPLACE AS NEEDED OR REQUIRED DURING PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING SILT FENCE. IN OR GROUND COVER , UNTIL TURF HAS BEEN ESTABLISHED. A L L I A N T HAs BEEN EsrasusHEo AND APPROVED By THE ENGINEERWHICH' N INTERFERE WILL OTHER WITH N THE 11 ANN BUT TO-AIE ED FEE R" LF GLEN I STAMEN AN D I L'""I FT FEN I '1A. R 3. REPLACEMENT-FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR ENGINEERING I I LT FENCE T"E IIN�T�11 ITTALL NSTALL'ILT FE CEDAT THE I CAT US I- 'OSED OFF STE, CONTRACTOR SHALL HAND aE I LTEG 4,RESTORATION WORK SHALL BEGIN WITHIN z IRUG OF FINAL GRADING, BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. ON THE PLAINS AND "AMC,W, TH OUR GA. BID UFA HE�O"TLT FErvcEDRA AID ALL EROSION.SEDIMENT OR OTHER ADVERSE RESULTS OF THEIR OD.AS REQUIRED.AND 5.BOULEVARD AND DITCH RESTORATION INCLUDES FINE GRADING,WHICH INCLUDES THE \\ ANDRIONAL MIT FENCE SHALL FIT sAiL DE REPAIRED. NATO IT THE ONSHED GRADE TO THE AO+ACENT AREA. REMOVAL OF ROCKS,DEBRIS AND SOIL CHUNKS,WHILE MAINTAINING POSITIVE 4. SEDIMENT REMOVAL-SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM 733 Marquette Avenue RE REQUIRED As DIRECTED RY THE cF'A_`LEFAAE GET DRAINAGE. EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-THIRD THE a 4. FENCE OR SEDIMENT TRgPPINc I11" E III W HEIGHT OF THE BARRIER. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR Suite 700 srGLEMs PucEo AROurvD THE ENTIRE PERIMETER. g�y fv0 FILTER FABRIC IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING H°f GRADE,PREPARED,AND SEEDED WITH THE APPROPRIATE SEED MIX,OR SODDED AS II Minneapolis,MN 55402 r pF. DIRECTED BY THE ENGINEER. [s(rRLAPOR DCREAN END D All 0+ REDO PEA REPUCEInENi ASMDIRECTEDHBr IMENISTIETHI THE ENG HEERaio OBTUN iA uxE NREw IFl AN EMEANKMENTR.PERMANENT ADD 7EMPORNRY PONDS.AN D ERaDWT 612.758.3080 E To PRmEcr THE COMPLETED GRADE AND MINIMEE TILT IN THE RuDOFF. INSTALLATION AccEPTATLE TO THE cRr. COMPACTED 5. REMOVAL OF SILT FENCE E SILT FENCES SHALL BE REMOVED WHEN THEY HAVE NIF BACrcFlLL�,.. SERVED THEIR USEFUL PURPOSE,BUT NOT BEFORE THE UPWARD SLOPING AREA HAS BEEN NGLALLED N A MANNER THAT wLL NIT MPDDND WATER FOR EXTENDED PER DDT DF DRAINAGE DRDRFT THE NORMAL WETTED PERMETER DF ANY TEMPORARY DR PE LIVE.1 N A NETTHAT PRESENTSAID TO 1E AIR OR RMANENT TIDRDLL B NK T GLEM).B www.alliant-ino,com PERMANENTLY STABILIZED. IF THE UPWARD SLOPING AREA IS TO BE EXPOSED LONGER TO RE UTLZED N AREAS WHERE vEHCLE _` V THAN SIX(6)MONTHS,THAT AREA SHALL BE COVERED WITH TEMPORARY VEGETATION WHEN AND cONSTRucroN TRAFFc accuR. \`\' FIRST EXPOSED. 6.iEMPORARr TED MEN B.ASNT THE CON lPo T IC-L NCORPORATI TEMPORARY TEDMENT c0ousauC�ouOs�[oaALo v[ms DRAMS gRaruuDFilOitMs uusi0aE0sna THE wTHN RF rvGLALLED as DTON CHECK ONLY N SEE LaCAI It A5 APPROVED er 0 ons Ns THROLES..T THE DONsr"CTON SITE TO CAPTURE RurvOFF arvo slow THE FLOW 20o LNEgL FEET FROM THE NI EDGE OR FROM THE PO NT OF OSCHuiGE NTO THE cCN Ell TRUCTCN RAFFLES ARE NOT -v`I INGLALLED as TIRE EV er THE rrr ENC VEER. EMPORARr scD MErrt aAS Ns snqu eE ED I `'��W \/��\\ • 6. THE CONTRACTOR MUST ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY G V DF WATER ANo AuOw SED TENET TO TEfTLE art i ANY suRFACE WATER GLAD uunoN of THE Lwsr 20o urvEA FEET Musr eE cOMPLEr Cr C WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER.STABL ZAT ON LE THE z.FLOTATnoN 1&T CURTAN.aOTAT ON sLT cuRruN SHALL RE Ln uz[D*HEN Carvsrauc IIN NAIN.ANED ASN=NowNEsA THEEP�N REDUCE rR KINN OF GET AND oEE o TO SO E w� D.E A ARP aK ED.IKGP.o sSNF EHwATEi AEoA�Ns FIT C.-NTTE TE,E�INE�YTHE PANKE wo I.RED THE*IT:�TIONDIF FLOTAUS. P a SEVEN 7 DAYS DURING AD CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EMPORARv SILT CURTANs III IF REQUREV AT DIRECTED BY THE Cry ENGINEER. FOR `N,`G��O` EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. IENFIRIANCE III All IEIII ITALL BE REMOVED.1 ED FROM TIRES CM E(WR U THROUGH "I' - -M AND VEHICLE urvDERCARRIACE PRIOR To LFAnrvc THE SITE, ciMc.)T Do THIN .( N H. 7. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION TRERC�ILT N E E� E S iR DDRT A ER NO LONGER TIEING USED T A SEDIMENT DDNTAINMENT s GLEM. \ _ -` - \` MUST BE RECORDED IN WRITING AND THESE RECORDS MUST BE G 0 M I N AND HALL P11116 RETAINED WITH THE SWPPP RECORDS OF EACH INSPECTION AND L � W I THE F O MAINTENANCE ACTIVITY SHALL INCLUDE: ON PH SET ADD MATIRAL SUPPLIER P swEEPIN of THE GLREEIs As DEEMED RE uNFV AT DEVELo NTR+oR ExPFNSE.rM�re/c o '� GEREFFECHINACH'TEN THAT PORTION OF THE SITE HAs TEMPOARLr ore c D Cr PERMANENTLY CEl5F0. SAID ro NroRM CONCRETE ECUIFMErn Q NOTE.- A.DATE AND TIME OF INSPECTIONS; DPEATGRT TO"LIE HE PROPER FAGIMn . N MNDGi25 3. PA A" RE/Ao ON a rFIG. TILT FENc ANsrypE nAEpRcvEHi LOCAnorvs.uc B.NAME OF PERSON(S)CONDUCTING INSPECTIONS; -MATERIALS SHALL CONFORM TO MNDOT 38B6, C.FINDINGS OF INSPECTIONS,INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS; D.CORRECTIVE ACTIONS TAKEN(INCLUDING DATES,TIMES,AND PARTY COMPLETING MAINTENANCE ACTNIES. E.DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN YA INCH(0.5 INCHES) STANDARD PLAN NOTES STANDARD PLAN NOTES IN 24 HOURS: STANDARD PLAN NOTES STANDARD PLAN NOTES F.DOCUMENTS OF CHANGES MADE TO THE SWPPP AS REQUIRED IN GRADING AND EROSION CONTROL PLANS GRADING AND EROSION CONTOL PLANS GRADING AND EROSION CONTOL PLANS SITE RESTORATION PLANS SILT FENCE PART III.A.4. 8. WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, 17) MARCH 2O17 MARCH 2O17 MARCH 2O17 MARCH 2O17 MARCH 2O17 BUT WORK REMAINS ON OTHER PARTS OF SITE,INSPECTIONS OF THE STABILIZED AREAS TnnDnwuanwwa No TnnD,vc orenwwa_vo TnnDnw DRnwwa No ................ TnYDnxn DRnwma no TnrvDnreu DRnwwa_vo MAY BE REDUCED TO ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO J CITY OF LAKE ELMO ;-A PKEM MD FROZEN GROUND CONDITIONS,THE REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE it:k .MO _ Fa. CITY OF LAKE ELMO eooB InK_E CITY OF LAKE ELMO eooc �_�I�o..> CITY OF LAKE ELMO b00D LnKEF�.Mo CITY OF LAKE ELMO em PLACE AS SOON AS RUNOFF OCCURS AT THE SITE OR PRIOR TO RESUMING Lnrzee,.MD Lnrzee,.MD Lnrzee,.MD LANs BEARD ,.vice,UmD CONSTRUCTION,WHICHEVER COMES FIRST. ............................................................................................................................................................ ..............._......_._.._..._.._.._.._.._._..._.._._..._.._._.._...__......._._..._.._._.._..._._.................._. INFILTRATION BASIN NOTES: w All CLEAN" EROSION CONTROL GENERAL NOTES: TO ACHI MAINTAIN FLOW OF STORM WATER INS .,YSTEM. a'CONSTRUCTION FENCE 1. ALL TEMPORARY EROSION CONTROL DEVICES MUST BE INSTALLED Q _ j1IrI�IIA I�AaouNo wnrER sHur-OFF ANO PRIOR TO INSTALLATION/CONSTRUCTION OF INFILTRATION BASIN. 1. NO LAND DISTURBING ACM THE SHALL OCCUR UNTIL A GRADING PERMIT HAS BEEN ISSUED FROM THE CTIV OF eERVICi slAinlv[o SUEin�O[NCEO vIOsUi W(E ELMO AND REVIEW FROM THE WATERSHED. Z O FILTER ASSEMBLY a $D F 2. ALL STORMWATER RUNOFF SHALL BE EVERTED AWAY FROM LYE5TEN SLEEVE INFILTRATION AREA TO TEMPORARY SEDIMENT POND UNTIL BASIN IS 2. BEST MANAGEMENT PRACTICES(BMP'S)REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE a EASE ENT LINE COMPLETELY GRADED AND PLANTED. MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT I - ' '., :i' �J I I:-I CONTROL PLANNING HANDBOOK. .. 1 , I IiI(` „• - P>O '. �-PROPERTY LINE 3. CONSTRUCTION OF BASIN SHALL BE SUSPENDED DURING PERIODS OF ;I' I L nII1•. � 11 , __ 1C- RAINFALL OR SNOWMELT. CONSTRUCTION SHALL REMAIN SUSPENDED 3. ALL BMP'S SELECTED SHALL BE APPROPRIATE FOR THE TIME OF YEAR.SIZE CONDITIONS,AND ESTIMATED W IF PONDED WATER IS PRESENT OR IF RESIDUAL SOIL MOISTURE DURATION OF USE, r i CONTRIBUTES SIGNIFICANTLY TO THE POTENTML FOR COMPACTION. O I � I I fiA J� I I� 4. ALL WORK AND MATERIALS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS.ANY DEVIATION FROM 4. COMPACTION AND SMEARING OF THE SOILS BENEATH THE FLOOR AND THE APPROVED PLANS SHALL REQUIRE WRfffEN APPROVAL FROM THE ENGINEER OF RECORD. I'ill V,1 II:ICI"J G II II III III=III-III-III-III-III=III' ::.IIII I•I GNC.10=I ,'�= yl� �I �- SIDE SLOPES E THE INFILTRATION BASIN AREA,SHALL BE MINIMIZED. I. fic III IEi 1j II + 1 I. L DURING SITE DEVELOPMENT,THE AREA DEDICATED TO THE 5. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. III _ INFILTRATION BASIN SHALL BE CORDONED OFF TO PREVENT ACCESS J ':�I:.::I I(.11`I K - q3,�' BY HEAVY EQUIPMENT. ACCEPTABLE EQUIPMENT FOR CONSTRUCTING 6. THE BOUNDARIES OF THE LAND DISTURBANCE LIMITS SHOWN ON THE PLANS SHALL BE CLEARLY FLAGGED IN THE MANHOLE COVER li � W III FIELD PRIOR TO CONSTRUCTION.NO DISTURBANCE BEYOND THE DISTURBED UMITS. O ASSEMBLY 12 It 1/i \, THE BASIN INCLUDES EXCAVATION HOES,LIGHT EQUIPMENT WITH 0 DOE 11 I" TURF TYPE TIRES,MARSH EQUIPMENT OR WIDE TRACK LOADERS. ]. WHEREVER POSSIBLE,PRESERVE THE EXISTING TREES,GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER WIMCO RD-23 OR APPROVED EQUAL 1.�H I i � CORPORATION T 11 A. STOP I 5. S COMPACTION OCCURS AT THE BASE OF THE BASIN,THE SOIL RUNOFF. J z 41LIER CTOR PLATE E OF I _-ABN:--.1 Y� SHALL BE REFRACTURED TO A DEPTH AT LEAST 36". IF SMEARING 8. ESTABLISH A PERMANENT VEGETATIVE COVER ON ALL EXPOSED SOILS WHERE LAND IS COMING OUT OF a OCCURS,THE SMEARED AREAS OF THE INTERFACE SHALL BE L O FLOW(I CENTER of I CORRECTED BY RAKING OR ROTO-TILLING. AGRICULTURAL PRODUCTION.PLANT AS SOON AS POSSIBLE TO ESTABLISH DENSE GRASS FILTER PRIOR TO F + ASSEMBLY II CONSTRUCTION AND TO MINIMIZE WEED GROWTH. Ow® TOP or ._ 6. CONTRACTOR TO DIG TEST PUS DURING TIME OF CONSTRUCTION TO y ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED.DO NOT OPERATE EQUIPMENT WITHIN THE DRIPUNE, C �UIS BGx EVALUATE ANY POSSIBLE NEEDS FOR SOIL CORRECTIONS.ENGINEER 2 LM :Is1 :. ! TO REVIEW TEST FEES TO DETERMINE THE NEED FOR AN UNDERDRAIN ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. f.R.I_L R FILTER ASSEMBLY M 1 F O E 01C E VILE FABRIC HALL IT �ID uN[IT.THE ROCK FOR EITHER TEMPORARY TURF ESTABLISHMENT,OR TO REUEVE tO WSFTRMaN SEASONALLY HIGH WATER CONDITIONS. 10.ALL EROSION AND SEDIMENT CONTROL FACILITIES(EMIRS SHALL BE INSTALLED AND IN OPERATION PRIOR TO m Z -VI (ITT OFI AEI MG OIL(ORE SIDE CURD CURB STOP WATER SERVICE LAND DISTURBANCE ACTIVITIES AND THEY SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED = w 0 . - E c I 7. INFILTRATION BASINS MUST MEET INFILTRATION RATES OF 0.2 IN/HIT AND THE POTENTIAL FOR EROSION HAS PASSED. I'.:I; Rill_L Ji:::1101^I ::'SEE O :.-"C FOR BA81N A AND 0.8 IN/HIT FOR BA81N B v, D - MITI 11.SILT FENCE IS REQUIRED AT DOWN GRADIENT PERIMETER OF DISTURBED AREAS AND STOCKPILES. PROTECT C G 10F. WETLANDS WATERCOURSES AND ADJACENT PROPERTIES FROM SEDIMENTATION AND STORMWATER RUNOFF. Rr E GD1 TD n RY EE HOME BUILDING NOTES: p -- E C 0 C + 1 (F fFl,-1 'I:LY h - - 12.THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM RE UIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS W H-FLOW xr Q a w 1. SEDIMENT BARRIERS SHOWN WILL BE INSTALLED AS NEEDED ON A LOT �/� o r. I f II, 11,^r I n rO _s T ca r[..,NL EF,[ IR_N..A R++_Pr 0. O VICE` CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE,THE SEDIMENT H ^ C/ 'nu: I EI .I Ali f:: I II I::O. q+nr.T LATE.O TAN TARv.,EWER TER BY LOT BASIS DEPENDING UPON SITE ACTIVITY. SHALL ANTICIPATE THAT MORE CONS WILL BE NECESSARY E ENSURE EROSION AND SEDIMENT CONTROL ON THE 0 1.� LT) WIMCO CG-23 HIGH-FLOW OR APPROVED EQUAL 2. ANTI-TRACKING CONTROL WILL BE INSTALLED AS NEEDED ON A LOT SITE.DURING THE COURSE OF CONSTRUCTION,IT IS THE RESPONSIBILITY OF THE PERMITTED/CONTRACTOR TO _ BY LOT BASIS DEPENDING UPON SIZE ACTIVITY. ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND W .'IIC I I-I-::; ;f E - -+:I.;.....; SEDIMENT CONTROL AROUND STORM SEINER INLET TO PROVIDE ADDITIONAL END'SEFFECTIVE OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS,AS MAY BE J Z Z F}OC )I_:TR UCTKII EI P.P,N LF_ TYPICAL SERVICE PROTECTION 3. CONCRETE WASHOUT O DONE TRUCK BY TRUCK WITH A MOBILE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. Z Ey a WASHOUT SYSTEM PROVIDED AND CONTROLLED BY THE CONCRETE > - a 13.THE THEIR SHALL BE INSPECTED G,SILT BY THE PERMITTED CONTRACTOR AND MAINTMNEG IL NECESSARY TO OT 7 .IIT MARCH 2O17 I I LN:'H?ill'i MARCH 2O17 CONTRACTOR. / ........................................................................................................................................................... ................_.._..._._.._..._.._.._.._.._._..._.._._..._.._._.._...__......._._..._.. ._.._..._._.._..._.._.._.._.._. ENSURE THEIR CONTINUED FUNCTIONING.SILT FENCES CLEANED OR REPLACED AT SEDIMENT BUILDUP OF 1/3 OF O _,IiI.,T•+,rri Tnw.+rzDOrt+wwr,No a.,,Wl,c+o r+nunau nanww,+rvu 4. INSTALL SEDIMENT BARRIERS UP GRADIENT FROM SIDEWALKS AND THE FENCE HEIGHT. � O � N P I,:I I'I,!,J5]I I .LPd141 61 Ln__- D CITY OF LAKE ELMO 604 L 7LV LPT'Y Oil L G.Fi ELPNQILII BTUs^ __ '"D CITY OF LAKE ELMO eoe s CC Q - - - 14.LAND DISTURBING ACTIVITIES SHALL OCCUR IN INCREMENTS OF WORKABLE S1ZE SUCH THAT ADEQUATE BMP w G J CONTROL P THROUGHOUT P TH M P J_.ua_u^c L,vcE.E.uo a l:e:im0 L.ixeeu,° 5. INSTALL ANTI-TRACKING CONTROLS FROM BACK OF CURB AL PAD EX OL CAN BE OTHERWISE ALL RASES OF CONSTRUCTION. E SMALLEST PRACTICAL AREA SHALL BE � ............................................................................................................................................................ ................_.._..._._.._..._.._.._.._.._._..._.._._..._.._._.._...__......._._..._.. ._.._..._._.._..._.._.._.._.._. WHEN SIDEWALK IS PRESENT ROCK BOTH SIDES OF SIDEWALK. EXPOSED OR OTHERWISE DISTURBED AT ANY ONE TIME. � W J V/ N POLLUTION PREVENTION 15.OPERATE TRACK EQUIPMENT(DOZER)UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS,LEAVING TRACK Z W w O C GROOVES PERPENDICULAR TO THE SLOPE.DO NOT BACK-BLADE.LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. w Y M Im wo oxroM.a MANAGEMENT MEASURES: m g a w 16. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED FROM EROSION WITHIN]DAYS OF SUBSTANTIAL sorer z,aLRAW cow I �7 THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE: COMPLETION OF GRADING IN THAT AREA. TEMPORARY SEED AND MULCH SHALL COVER ALL EXPOSED SOILS IF \ GRADING COMPLETION IS DELAYED LONGER THAN 7 DAYS. PERMANENT SEED AND MULCH OR SOD IS REQUIRED 3 O 1 Y WITHIN 3 DAYS OF COMPLETION OF FINAL GRADING. hereb certify that this Ian, \ wLnTRnLxe 1.SOLID WASTE:COLLECTED SEDIMENT,ASPHALT AND CONCRETE MIWNGS,FLOATING DEBRIS,PAPER,PLASTIC, y y p FABRIC,CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST 17 GENERAL TEMPORARY SEED SHALL BE MNDOT MIX 190®100 LBS.PER ACRE OR APPROVED EQUAL. specification, o report was COMPLY WITH MPCA DISPOSAL REQUIREMENTS. PERMANENT SEED SHALL BE MINI MIX 270®120 USE.PER ACRE OR APPROVED EQUAL. (PWTIING DATES PER prepared by me under my N zo F%a^e SPEC 2575) MULCH SHALL BE MNDOT TYPE 1 (CLEAN OAT STRAW)®2 TONS PER ACRE AND DISK ANCHORED IN direct supe rvisionoand that IN LUDING SE NDARC OIL,GASOLINE,PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, am OVERLAP END JOINTS �® O Sr INCLUDING SECONDARY E PROM ENT,TO PREVENT SPILLS,LEAS R OTHER DISCHARGE.RESTRICTED ACCESS TO PLACE OR APPROVED EQUAL. FERTILIZER SHALL BE 80-80-80 NPK PER ACRE(UNLESS P RESTRICTIONS APPLY) a duly Licensed O MINIMUM OF 6"AND STAPLE N STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST AND INCORPORATED INTO THE SEED BED. PROFESSIONAL ENGINEER under OVERLAP AT LS'INTERVALS. BE IN COMPLIANCE WITH MPCA REGULATIONS. the laws of the State of O BUDumz TUBE RSIs1 18.POND,BASIN AND WETIAND AREAS SHALL BE SEEDED IN ACCORDANCE WITH LANDSCAPE PLAN. MINNESOTA W REWW&I F II,Wase 3.CONCRETE WASHOUT IS DONE TRUCK BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROVIDED AND COMPLETED BY THE CONCRETE CONTRACTOR. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. 19.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY �7Z (30)DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER Ig WER RECTME Mee 4.NO ENGINE DEGREASING IS ALLOWED ON SITE. NEEGEG. MARK RAUSCH,PE 0XRA^'c aR.a ervm®pmp M lxl 5.STREET SWEEPING IS REQUIRED A MINIMUM OF 1 x PER WEEK OR AS DIRECTED BY CRY ENGINEER.ALL SEDIMENT 2"AN ALTERNATE EROSION 8:SEDIMENT CONTROL PLAN SHALL BE REQUIRED FOR LAND DISTURBANCES ON EACH LOT 1-25-19 43480 .«use TRACKING SHOULD BE SWEPT WITHIN 24 HOURS AFTER DISCOVERY.MPCA PERMIT REQUIREMF_NT. AS PART OF ANY FUTURE BUILDING PERMIT FOR THE CONSTRUCTION OF STRUCTURES AND DRfvEWAYS. Date License No. N�. '" � FINAL STABILIZATION:ROCK LOG/CgAPOBT LOG 21.ALL EROSION AND SEDIMENT CONTROL ITEMS MUST BE IN COMPLIANCE WITH MPCA CSW PERMIT(MN R100001) � FowLwQUALITY ASSURANCE/CONTROL E THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE. THE CONTRACTOR MUST SUBMIT A NOTCE OF TERMINATION(NOT)WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE,OR ANOTHER OWNER/OPERATOR EROSION CONTROL SCHEDULE: OVERLAP PERMITTED HAS ASSUMED CONTROL OF ALL AREAS OF THE SITE THAT HAVE NOT UNDERGONE FINAL BY DATE Ct STAPL FOLLO MANUN/DENSTTYSHALL LONGITUDINAL JOINTS STABILIZATION. FINAL STABILIZATION CAN BE ACHIEVED IN THE FOLLOWING WAY: 1.PRIOR TO ANY CONSTRUCTION OR DEMOLITION,SILT FENCE AND FILTERS SHALL BE INSTALLED AS SHOWN FOLLOW MANUFACTURERS MINIMUM OF 6" TO INTERCEPT RUNOFF. DATE ISSUE rn SPECIFICATIONS ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS MUST BE STABILIZED BY A FILTER BAG INSERT® UNIFORM PERENNIAL VEGETATNE COVER WITH A DENSITY OF 70 PERCENT OVER THE ENTIRE PERVIOUS SURFACE 2.ALL EROSION CONTROL INSTALLATIONS SHALL REMMN IN PLACE AND BE MMNTANEG IN GOOD 1-25-19 CITY SUBMITTAL Io ew os emw I..•cue emree loP P..rox, coo anna+I AREA,OR OTHER EQUIVALENT MEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND; CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE-VEGETATED, CONTRACTOR MAY POP-UP HEAD A. ALL DRAINAGE DITCHES,CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER CONSTRUCTION IS REMOVE NECESSARY SILT FENCING/FILTERS TO CONSTRUCT ROADWAYS, WHILE MMWAINING ADEQUATE N Acx COMPLETE,MUST BE STABIUZED TOPRECLUDE EROSION; EROSION CONTROL IN ADJACENT AREA. ANCHOR TRENCH r N ancm Foar NaT w,e m+>E B. ALL TEMPORARY SYNTHETIC,AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS `RROP (SUCH AS SILT FENCE)MUST BE REMOVED AS PART OF THE SITE FINAL STABIUZATON;AND 3.SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT OF 4"OF TOPSOIL FOR O 1.DIG 6"X 6"TRENCH ( N T03 1 / C. THE CONTRACTORS MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY DISTURBED AREAS TO BE RE-VEGETATED. 2.LAY BLANKET IN TRENCH x oLwrms O NOTES SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT 3.STAPLE AT I.6'INTERVALS fi"-' BASINS.SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE 4.THE CONTRACTOR SHALL SCHEDULE SIIE GRADING,UTILITY INSTALLATION AND PAVEMENT Lf) 9.BACKfTLL WITH NATURAL SOIL AND COMPACT Iz w.s ueRA ax,npvrn rrenosA FRooum Lrer BASIN,CONVEYANCES OR DRAINAGE WAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE-SEEDED SOON AFTER O B.BIANKET LENGTH SHALL NOT EXCEED 10Y -I y I_. a.uL wm µ F��ro ^n�A CLEAN OUT OF PERMANENT fl451N5 MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN DISTURBANCE.AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC SHALL BE SEEDED WITHOUT AN ANCHOR TRENCH _t I o r = +. oeLu rw0in+y ilm,'�+°o xiiAG GA`ae.1pp1s°I°"s+a`u"°"°RL.r'"r"s°r" CAPACITY. MNDOT MIX 190®100#/AC AND MULCHED OR SODDED WITHIN SEVEN(7)DAYS OF BEING r e SEEDING NOTES. DISTURBED. NOTE: }+: ®w+wT"'r^,sw,luroi aiLR I 5. CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AS INDICATED ON THIS EROSION CONTROL PLAN W SLOPE SURFACE SHALL BE FREE OF ROCKS,SOIL CLUMPS, O- INFILTRATION AREA SEED MIX: MN STATE SEED MIX 33-262. AND ANY ADDITIONAL REQUIRED BASED ON MEANS,METHODS AND SEQUENCES OF CONSTRUCTION. RG STICKS,VEHICLE IMPRINTS,AND GRASS.BLANKETS SHALLd SEEDING RATE TO BE 44 LBS/ACRE(PURE LIVE SEED). PROJECT TEAM DATA O HAVE GOOD SOIL CONTACT. wi�Naz n wz'xcLu+'T^ rvn'm�a a"' ri¢ N rA.N,/ 3 ro uelere ra z Ixa me nrwvxrF. SIDE SLOPE MIX:MN STATE SEED MIX 33-261. DESIGNED: MPR rwe a,lua+a mr O 'ma°tls"m sv+"`n eN.m Ix rua a°i wz'it roo+Y WR 211 T�1XO1°A W SEEDING RATE TO BE 35 LBS/ACRE(PURE LIVE SEED). j< ®DroO`mw:o�.,Nl+oirRo:uwAaY m xx«K ro Pow ooxx w.,m-AT.ro-WE DRAWN: SIL SEDIMENT CONTROL INLET HAT _ __ APPLY SE�PER�E F�O�NG:MULCH SEEDED AREAS`NTH MB/DOT TYPE 3(MCIA CERTIFIED WEED FREE)MULCH AT A RATE OF 1 TON PER ACRE WITHIN 48 HOURS OF SEEDING.MULCH SHOULD THEN BE DISC ANCHORED TO PROJECT NO: 218-0165 EROSION CONTROL BLANKET ®�.^ �°Er�"m f°-' '"o KEEP IT FROM BLOWING AWAY. INSTALLATION WBR_'W m:�M,muLui`man mrAAm 9LT FENCE RING AND ROCK FILTER BERM - SEEDING SHALL BE APPLIED FROM APRIL 15-JULY 20 OR SEPTEMBER 20-FREEZE UP.IF HYDROSEEDING UTILIZE APPROXIMATELY 500 GALLONS OF WATER PER ACRE.REFER TO MN/DOT SPEC 38B4 FOR PROPER INSTALLATION O FwriroLrom,LTEBM°waan m m e� os^,IErc ixirr oa.+xs.,a+avL..m sinrLs.r,z n L+sc xe n T.ac s° eo-z amo.vo+l OF HYDRO-SEED.ALL NATIVE SEEDS USED ON THIS PROJECT SHALL BE CERTIFIED TO BE OF MINNESOTA ORIGIN BY THE MINNESOTA CROP IMPROVEMENT ASSOCIATION(MCIA).SITE TO BE PREPARED BY LOOSENING TOPSOIL TO A C a+sxNlHvwa A.µ. e� xcuw' - ao(a of a) " TEMPORARY SEDIMENT CONTROL MINIMUM DEPTH OF 3 INCHES.THE SITE TO BE HARROWED OR RAKED FOLLOWING SEEDING,AND THEN PACKED USING A CULTI-PACKER OR EQUIVALENT.SEE MNDOT SEEDING MANUAL FOR REFERENCE. Lug p�row RAIN INLET vrzoTEcnaN n STATE PROJ.N0. CNN sio -HEFT N0._OF_SHEETS MAINTAIN SEEDED AREAS BY WATERING,REMULGHING AND REPLANTING AS NECESSARY TO ESTABLISH A UNIFORMLY DENSE STAND OF THE SPECIFIED GRASSES UNTIL ACCEPTED.ANY AREAS FAILING TO ESTABLISH A STAND SHALL BE 19 RESEEDED,REFERTILIZED AND REMULCHED WHENEVER 70%VEGETATIVE COVER IS NOT ACHIEVED.RESEEDING SHALL CONFORM IN ALL RESPECTS TO THESE SPECIFICATIONS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE 3 WORK AREAS RESULTING MCC EROSION AND/OR EQUIPMENT. THE CONTRACTOR SHALL REPAIR DAMAGE,INCLUDING REGRADING,RESEEDING,ETC.AS NECESSARY,BEFORE SIGNIFICANT DAMAGE OCCURS. O p REFER TO MN STATE SEED MIX MANUAL SHEET 19 Of 33 4 I II ALLIANT // EN OINEERINO 8C, g 733 Marquette Avenue e Suite 700 Minneapolis,MN 55402 \ I I I \ 612.758.3080 ------ \1 www.alliant-inacom , — N r-- I NwL °zB° ° II 9fi fi HWL- LE-°N31 �. °2fi sis°•�o I — O 1aza P-409 � 10 o°o5s ' j f HwL °s< i 6 I VA /i/Ie°Fofi.7 4 wrL ens N\ \ ��s R os. Hw o a a°eR NN< N \ \ oN os.a \ / i / �� / I iaozs oq i e L--- L- _—_ _ J OUTLOT F i BLOCK 52 � � _ 10. P!G<'i2930 L W , . ,. - -, � �� • 24 101� .47 ►V�►�� 5 6 ��\ .. �. A,� �� I � //"""" --' �� 23 �g 27 � � J 46 14 - _ OUTL ��* \ T , `, 17 18 4 _ 30 C � ` 2.38 14 13 12 13 `\,\ � °i° ° ° ° 3 16 31 J G 43 , 11 \ 1415 1a 1s 1a 1 2 cc BoRBNu��BA 9 32 ------- W LL 42� I , �... 10 g `��\. 1617 ��_�� __�....� , 1213 17 - ► I 33 -1 7 19 _ 11 41 DIP6 05\PL BLOCK 6 8.> 6 18 20 21 _ P v 8 9 10 RoOL OUTLOT D III- 40 oRFN RuvgRFA t.. 6 t 22�` OUTLOTE i i OUTLOTC 4 OUTLOT H 3 2 / 23 I P I 6 \ 29 28 27 26 25 24 23 22 21 36 / I 150' (n Z 1 5 I 38 / Q T P OF PL INION BABINA FILTNAT x I 37 °$e ! 10 0.51F 26 I I 3 63 38 z OUTLOTB LU LU W— _ — 0 act 36 v 8 7 27 1 2 66 65 64 ----�—�—� d /� \ 39 , F INFILTRATION BABIN B I Z W►-r- ►—s—►—►—►—►—►�� 1 67 40 — - - - - - 41 Z I OUTLOTA ...62 61 60 68 57 56 55 54 53 52 61 J_1.4��l 48 47 ',46` 44 43. 31 30 29 28 27 26 25 24 E 22 21 20 19 1S 17 16 16 14 13 WTOUTLOTF 1 a J - _ .� I_ - - �7-I.}-' `J INFILTRATION , 10 BLOCK 1 r L! J BLOCK 5 Z uj W Z ----- , W Y m Q = 8 �µFD U`g E�� m a N eN Xera,.rn—M s e M CNN � J I I I hereby certify that this plan, Ct - specification.or report was prepared by me or under my \ direct, , -.-. - am a duly Licensed nd that I uD , A ` ITY he His PROFESSIONAL A ENGINEER E under of the State of o ............................................................................................................................................... .................................................................................................................................::::::...... UTILITY NOTES: MINNESOTA - I r1 `, 1. EXISTING UTILITIES, SERVICE LOCATIONS AND 0VV1_ w MARK RAUSCH,PE o c_ _ „_ I'l _ I ELEVATIONS SHALLBE VERIFIED IN FIELD PRIOR TO 9. ALL SANITARY MANHOLES TO BE 48" DIAMETER ��W 1-25-19 43480 I -- CONSTRUCTION. CONCRETE W/NEENAH R-1642 CASTING, UNLESS w Date License No. 1.o I ! a NOTED OTHERWISE. aCx w A`N �C1 Iu r "' u r r u r 2. MAINTAIN A MIN 18"VERTICAL SEPARATION AT ALL F ` ` �uG1\ QUALITY ASSURANCE/CONTROL '� -- - i. + PIPE CROSSINGS. WATER AND SANITARY SEWER 10.WATERMAIN, SERVICES,AND VALVES SHALL BE r LINES TO MAINTAIN 10' VERTICAL SEPARATION. INSTALLED WITH MINIMUM 7.5 OF COVER. VVV Gp I, LOWER WATERMAIN AS NECESSARY. P? FoR BY DATE - , - -_. I- - ' - 11.WATER SERVICES SHALL BE 1.5" DIA. COPPER, ` 'C 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS TYPE 'V, CTS PIPE W/ 1.5 CORP. STOP + 1.5" \40 DATE ISSUE ,,,3I „ „„ ,10 r .II PRIOR TO THE START OF CONSTRUCTION. CURB BOX. LEGEND:r °r - -+' ' -' '-'- ++ 1-25-19 CITY SUBMITTAL 'll s 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM 12.SEWER SERVICES SHALL BE MINIMUM 2% SLOPE LI. I. +' _ •'I r -. _-,. `-I I`` "L-' .•,1T ml Ic. •u '-�- SEWER AND WATERMAIN CROSSINGS WHERE > UNLESS OTHERWISE NOTED ON THE PLANS. PROPOSED STORM SEWER � ° -' ' - VERTICAL OR HORIZONTAL SEPARATION IS LESS o _ _.,,.• _ , PROPOSED SANITARY SEWER , " nu- ' -- ' - :r THAN 3'. - -' - " III -- 1 SHALL INSTALL "MEGALUG" OR- 3.CONTRACTOR L ,n ,•r,r o: I I_ ,rr ,r r I "r�- r,+. 5. ALL UTILITY WORK WITHIN THE R.O.W. SHALL APPROVED EQUAL MECHANICAL JOINT RESTRAINING PROPOSED WATERMAIN " - r COMPLY WITH THE CITY OF LAKE ELMO DEVICE INSTEAD OF WOOD / CONCRETE THRUST ■ PROPOSED CATCH BASIN BLOCKING. CONCRETE AND/OR WOOD BLOCKING IS I r p + ` -' I '`-" -'"' -, 1' - :".f, ENGINEERING GUIDELINES. NOT ALLOWED. PROPOSED SANITARY MANHOLE of NI r.. Ii IT: --11 E: n _It, 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN M PROPOSED GATE VALVE ' -' -Nm- ''€ ' II` .-'01' i 14.WATER SERVICES MAY BE PLACED IN SAME TRENCH of -- - ' n-. ADVANCE OF ANY UTILITY WORK. PROPOSED HYDRANT ,_ _ _ _ _ AS SEWER SERVICES PROVIDED THAT A 24' PROJECT TEAM DATA _uuil ,•. ,-, ..N, „_I,I. L.. VERTICAL&A 36" HORIZONTAL SEPARATION ARE EXISTING GATE VALVE � 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN DESIGNED: MPR COMPLIANCE WITH MNDOT 'TEMPORARY TRAFFIC MAINTAINED. EXISTING HYDRANT x DRAWN: SIL CONTROL ZONE LAYOUTS-FIELD MANUAL" LATEST 15.ALL CURB BOXES SHALL BE ADJUSTED TO AN EXISTING WATERMAIN PROJECT NO: 218-0165 i REVISION, FOR ANY CONSTRUCTION WITHIN PUBLIC ELEVATION OF 1" BELOW FINISHED GRADE. ni `..� I'd lflTi:`.E' IrSPI::V'r�D '1.,41'• I'bJ-ii':i R.O.W. LII',D141;1'. P'I_'d•I ❑ EXISTING CATCH BASIN o ul F I II_,r. fEaII Ir ur, 8 CONTRACTOR HALL CONTACT THE UTILITY 16.ALL PROPOSED OUTLOTS ARE TO BE COVERED EXISTING STORM MANHOLE 0 S C I FULLY BY DRAINAGE AND UTILITY EASEMENTS >> EXISTING STORM SEWER ..... I .. ......... ......... ......... ......... .. • ., 509E 9I99 ATRVSOR SLEAST 48 COTT H OURS PRIERGER AT OR TOEXISTING SANITARY MANHOLE 0 50 100 200 .o I_., I II 1 I II: .I"l.l I. 1-.I Ik ll l I-: 7.1 i. I !If:.L I.IL.h I.(I II- WORKING IN THE STREET R.O.W. 1> EXISTING SANITARY SEWER o ....... ......... ......... .................... ......... ......... ......... ......... - °............. SCALE IN FEET SHEET 20 Of 33 PROPOSED ROAD GRADE EL7032.83 N SANITARY SCHEDULE: 41o LEGEND: MH PIPE PIPE SLOPE PIPE LENGTH INVERT INVERT RIM STRUCTURE MANHOLE PIPE TYPE EXISITNG BP GAS PIPELINE BOTTOM EL•1026.80 FROM TO O.D.[IN] [FT/FT] [FT] FROM TO ELEV SIZE[IN] BUILD[FT] BP PIPELINE TOP TO PROPOSED ROAD GRADE 5.19' MH 15 MH 14 8 0.004 113.5 1022.25 1021.80 1033.25 48 11.00 SDR-35 PVC PROPOSED STORM SEWER MH 14 MH 13 8 0.016 199.5 1021.70 1018.50 1031.59 48 9.89 SDR-35 PVC A L L I A N T PROPOSED 8"WATER MAIN INVERT EL:1024.13 TOP WATERLINE TO BOTTOM OF BP PIPELINE 2.00' , PROPOSED SANITARY SEWER MH 13 MH 4 8 0.004 400.0 1018.40 1016.80 1028.00 48 9.60 SDR-35 PVC ENGINEERING PROPOSED WATERMAN MH 12 MH 11 8 0.010 45.5 1021.06 1020.61 1032.06 48 11.00 SDR-35 PVC PIPELINE CROSSING ■ PROPOSED CATCH BASIN ME 11 MH 10 8 0.030 207.4 1020.51 1014.28 1030.07 48 9.56 SDR-35 PVC 733 Marquette Avenue NOT TO SCALE PROPOSED SANITARY MANHOLE INSET 0 25 50 100 MH 10 MH 9 8 0.030 59.0 1014.18 1012.41 1024.77 48 10.59 SDR-35 PVC Suite 700 N PROPOSED GATE VALVE MH 9 MH 8 8 0.040 72.1 1012.31 1009.43 1023.11 48 10.80 SDR-35 PVC Minneapolis,MN 55402 _ \ \ SCALE IN FEET ♦ PROPOSED HYDRANT MH 8 MH 7 8 0.031 143.5 1009.33 1004.88 1020.61 48 11.28 SDR-35 PVC P fro A 612.758.3080 -\t EXISTING GATE VALVE o ro o c-. -' - - ro \ �o-F�-��- MH7 MH6 8 0.004 400.0 1004.78 1003.18 1016.14 48 11.36 SDR-35PVC ww,A,,alliant-ino.com EXISTING HYDRANT MH 6 MH 5 8 0.004 67.0 1003.08 1002.81 1015.87 48 12.79 SDR-35 PVC �c EXISTING wATERMAIN MH5 MH4 8 0.004 137.2 1002.71 1002.16 1018.26 48 15.55 SDR-35PVC is°RCP Nc \ \ _ N\.v [ EXISTING CATCH BASIN w O � MH 4 MH 3 8 0.004 135.7 1002.06 1001.52 1021.20 48 19.14 SDR-35PVC BP PIPELINE CAUTION ----- 'sV\�G _ ` I�� C_.� EXISTING STORM MANHOLE MH3 MH2 8 0.004 88.1 1001.42 1001.07 1021.38 48 19.96 SDR-26PVC �- \ (SEE BP GUIDELINES FOR O(; `A\_r ON EXISTING STORM SEWER MH2 MH1 8 0.042 245.9 1000.97 990.64 1021.92 48 20.95 C-900 PVC WORK WITHIN CORRIDOR) F �UG�\ (1 EXISTING SANITARY MANHOLE MH 1 EX STUB 8 0.040 54.2 990.54 988.36 1018.00 48 27.46 C-900 PVC 15•RCP 09, CO EXISTING SANITARY SEWER OUTLOT F E�='� s.R, oP o �� \\ 0�8\'� -FIRE -XX- \\ \\ I HYDRANT -_ (TYP.) w i `- - \ / \ BLOCK 5 \ \ 'S1 52 53 54 55' SEE INSET B \\ e - r =a� II 56 57 58 59 i , m AE\ \, �'�z v / / a \\ \50 SAN MH 1'5 F' - � Q •.. \f� / 'Po' \ � � / / � ��: v in LU x 49 \\ \- - _ SAN MH 14 48 �\ 3 / \ x x SAN MH 13 5 IL ^ \ 7 z x x 0O 8" DIP CL. 52 W/M \ SAN MH �- _ FIRE a \/ - Q q \/ - J 46 \\ 1\ I20 C �\ \ HYDRANT" _.\ x 45 I v SAN MH 11 19 18 17 16 15 \ (TYP.) 7 10 �� A F_ w - - v v �\ 11 12 ��, �\ i Q x 44 \ TOP sT Olf1TL 1D2�2�$a � -'_ 14 13 12 •�� STREET ''--- 13 \ ==- D � a-�I-- - + U) z 11 14 ." I 8" DIP CL 52 W/M 10 8 16 w \ 9 Q 17 w a 18 CL ww FIRE TOP)OF PL >- ��> BLCICK 6 7 6 i 19 vOct 41 HYDRANT S 1016.b5 SAN MH 4 20 �': o (TYP.) M �� FIRE L 21 ¢ - OPEN PLAY AREA r 5 ¢_ HYDRANT 22 OUTLOT E LU G 40 vv 4 0 (T P') SAN MH 3�� EXISTING 8" - H w J 3 / l PVC SANITARY Z w W Z N SAN MH 10 �� m Q a w Y Q 39 vv OUTLOT H 2 1� 23 Cn a 38 _ \ INFILTRATION BASIN A �� 24 EXISTING 12" I hereby certify that this plan, r 1010. 7 / x 25 1 / I prepared specification. a report was y TOP F PL DIP W M � 37 SAN MH 9\ 26 I m me under m x Ur direct supers and That I a duly Licensed lo\ \ SEE INSET A \ /I / �o Q PROFESSIONAL ENGINEER under T -'G 8 27 the laws of the State of CD :_- 36 _, � \ \ �y'S / 7 � 0 MINNESOTA 6 28� I I /Ui/J�✓( Q � I ' SAN MH 2 � MARK RAUSCH,PE 8" DIP CL. 52 W/M _ I 1-25-19 43480 1 + 0 +00 +00 1+00 +00 5 AN MH 5 u Date License No, 3rj S a QUALITY ASSURANCE/CONTROL �8 34 - - - � - - - - - - - � 4 x 33 SAN MH 8 \ \\ SAN-MH 6 10`.. - - By DATE \ \ SAN MH7 _ 8" DIP GL. 52 W/M _ - 11 3 CONNECT DATE ISSUE 32 v v 12 TO EXISTING / \ \ 'Z 1-25-19 CITY SUBMITTAL N 31 30 29 28 \ \ 27 26�25 23 22 21 20 19 18 17 16 15 14 13 _ a NTH8' I OUTLOT I \\ \ FIRE V OUTLOT F 1 G.V. o INFILTRATION\ \ TOP HYDRANT \ 1008. 9__, (TYP.) `---- i J BLOCK 5 QD L BASIN C \ \ C) _ - - - - - 71 ro oPROPOSED ROAD GRADE EL:1017.39 BOPPIP LINE \ \ PROJECT TEAM DATA N SEE DESIGNED: MPR ROAD GRADE \ \ SAN MH 1 j< E%ISITNG BP GAS PIPELINE BOTTOM EL 1009.03 7.53' \ \ BP PIPELINE CAUTION CONNECT TO EXISTING 8" PVC - DRAWN: SIL e' PROPOSED 8"SANITARY SEWER INVERT EL 1006.35 \ \ (SEE BP GUIDELINES FOR SANITARY IE: 988.36 PROJECT N0: 218-0165 o PROPOSED 8"WATER MAIN INVERT EL•1006.36 TOP WATERLINE TO \ \ WORK WITHIN CORRIDOR) _BOTTOM OF BP \\ \ \\ FIRELINE CROSSM 21 PIPELINE 2.00' \ \ o NOT TOe \ \ o o \\ \\ ± i SHEET 21 of 33 SANITARY SCHEDULE MH PIPE PIPE SLOPE PIPE LENGTH INVERT INVERT RIM STRUCTURE MANHOLE FIFE TYPE LEGEND FROM TO O.D.[IN] [FT/FT] [FT] FROM TO ELEV SIZE[IN] BUILD[FT] PROPOSED STORM SEWER MH 32 MH 31 8 0.004 119.7 995.22 994.74 1004.62 48 9.40 SDR-35 PVC MH 31 MH 30 8 0.004 152.7 994.64 994.03 1005.22 48 10.58 SDR-35 PVC ► PROPOSED SANITARY SEWER MH 30 MH 29 8 0.004 311.6 993.93 992.68 1006.00 48 12.07 SDR-35 PVC I PROPOSED WATERMAIN / A L L I A N T MH 29 MH 28 8 0.004 241.5 992.58 991.62 1011.91 48 19.33 SDR-26 PVC PROPOSED CATCH BASIN \ / Its y, __ E N O I N EERIN O MH28 MH 19 8 0.004 128.9 991.52 991.00 1016.23 48 24.71 SDR-26PVC PROPOSED SANITARY MANHOLE 733 MafGU2tf2 AVBnU2 MH 27 MH 26 8 0.004 87.3 995.80 995.45 1004.72 48 8.92 SDR-35 PVC N PROPOSED GATE VALVE '6 PROPOSED HYDRANT \ / i .Suite 700 MH 26 MH 25 8 0.004 56.0 995.35 995.13 1004.15 48 8.80 SDR-35PVC pia / i 12 1314 Minneapolis, MN 55402 MH 25 MH 24 8 0.004 176.2 995.03 994.32 1003.92 48 8.89 W35C EXISTING GATE VALVE 7i 11 I P MH 24 MH 23 8 0.004 70.2 994.22 993.94 1004.18 48 9.96 C EXISTING HYDRANT �\ \/ /, C C 612.758.3080 MH 23 MH 22 8 0.004 79.6 993.84 993.52 1004.72 48 10.88 C EXISTING WATERMAIN 9�a e° �'' '/^ 10 '� _ -� www.alliant-inc.com MH 22 MH21 8 0.004 374.3 993.42 991.93 1006.21 48 12.79 CEXISTING CATCH BASIN �eK y 9MH21 MH2O 8 0.004 63.9 991.83 991.57 1013.04 48 21.21 C EXISTING STORM MANHOLEMH 20 MH 19 8 0.004 110.7 991.47 991.03 1015.09 48 23.62 VC >> EXISTING STORM SEWER iQ, , 67 - - - MH 19 MH 18 8 0.004 151.0 990.90 990.30 1018.09 48 27.19 VC EXISTING SANITARY MANHOLE MH 18 MH 17 8 0.004 69.5 990.20 989.92 1019.62 48 29.42 C [> EXISTING SANITARY SEWER C \ MH 17 MH 16 8 0.004 292.0 989.82 988.65 1020.22 48 30.40 C-900 PVC �� x�o .J - MH 16 EX STUB 8 0.006 32.9 988.55 988.36 1018.20 48 29.65 C-900 PVC \ 4 m I L - - _J- 3 1 os 1 FIRE / \ / HYDRANT �r�aAs 1 2 ♦ (TYP.) N P �( �\ �oo_ra . �V�Ew \ 7ELEv°oNr \ ®' \ SAN MH 32 FORVON V v k 8' DIP CL. 52 W/M S MH 31 J �09� /o b' V FOR \ o ,yx _ P Q N0 o zs so 100 1-7 / p SCALE IN FEET 32 33 SAN MH 30 21 20 18 17 16 15 L - 31 23 w / 30 FIRE \ u 29 HY(RYP �c ,h 28 oo 1 a 24 SAN MH 27 ✓` 25 11 26 < w 24 10� 23 � g 27 E - SAN MH 26 O Z 21 SAN MH 29 7 T I 13 L ] 29 IW F Q e �� /°� ��/ 20 � 14 o w a 4 19 In 5 � 15 2n i z OC U) , ,, � SAN MH 25 > m Q HYDRANT � I � Z T 9 - o- a_i °�� /E � 16 (r�P.) x 2 3 16_._ 31 U, o BLOCK 3 - ---- P c - W �/ 14 1 -- 8" DI L. 52 W/M I I Z w W Z c\ E 17 LJ.I Y Q I 12 13 sAN MH zs OPEN PLAY AREA / • 33 I I m g a m /� SAN MH 19 1p I 3 r/ 10 OUTLOT D OO 34 ne,fic certify that this Plan, prepared by or under was �^ 9 ePOOL 19 ' Prepared er me o nder my O J i direct supervision and that I OUTLOT C O FIRE am a del Licensed l 5*D ,--, . .-- -- •� PROFESSIONAL ENGINEER under EXISTING 8" <" ` 7 -- 1 20 1 HYDRANT cc I - PVC SANITARY 6 (TYP.) 35 � MlHrfth iesorpf the State of 29 28 27 26 25 24 23 22 21 36 I MARK RAUSCH,PE - 5 FIRE 1-25-19 43480 EXISTING 12" HYDRANT \ - - �. / I Dale License No. o l DIP W/M 4 / (TYP.) \ SAN MH 20 - - - - - - \ SAN MH 24 37 I 3 � QUALITY ASSURANCE/CONTROL ,D xo 63 / _ 64 38 OUTLOT B SAN MH 18 BY DATE 18" DIP CL. 52 W/M 66 65 - - - ♦ _\ J I DATE ISSUE N I I I FIRE � � SAN MH17 40 1-zs-19 CITY SUBMITTAL HYDRANT SAN MH 23 7 INFILTRATION BASIN B I o I _ I (TYP.) 67 \ - - - - - - / A x • 68 62 SAN MH 21 FIRE SAN_MH 22 41 J ~ �O HYDRANT -. 42 - _ , n 69 61 60 (TYP.) co -CONNECT TO I 70 59 58 57 56 55 54 53 F52 51 50 49 48 47 46 45 44 43 I EXISTING 8" 71 OUTLOT A / I DES GNED:TEAM DATA MPR X DIP W/M __ DRAWN: SIL I WITH 8" G.V. 7 R / LJ •-1 L---, •--_-� IJ 1 'JIBI� �� / PROJECT N0: 218-0165 0 BLOCK 1 - x C / 22� CONNECT TO EXISTING 8" PVC .3 SANITARY IE: 988.36 x ° r o -� SAN'MH-1&pROPOSED DRAINAGE_ I SHEET 22 of 33 --- i ALLIANT EN eINEERINa Z \ '� 733 Marquette Avenue I o - IN Suite 700 , I \ Minne apolis,lis, N M 55402 -A 612.758.3080 1 1 www.alliant-inc.com TA, /v v gEV ON Dze �. / IHrL HASN \loo- _--- Z 7/19 0241 ----- 90 �' a i"� omen ��v J v i 11 1z 13 la IE] _ e I_ I � ��v I� g 10 1 �- fi --� oN �, .60 � 6 /T/e'iDo.I SAs �� \ Aso.. // 3 4 __�I�I—� �1 r-- I 2 R N �a,<aNn DH cpcv o >D N Hwy A\ i�/�/�i os.a �\v 11 ��\�� \vvoozs �� 'Yo oo --� �- / / L ROP �� / 19 fil I 0A1 V V 33 20 L--��- L- _ T N 18 17 16 16 150' OUTLOT F `v ( 0 _ _. �, eca f "\ \ / T UT, — �'. V Quo 32 21 TREE \flJ •� 23 i S s BLOCKS o. 6 66 58 x x � sl sz s3 a 5 66 22 4 Rd , '46 v, `v 20 �i 9 A�� A 8 W e' �: 20 •� a 14 • 1 I v vv NA'IADLE, 19 6 II as 44 — 14 1 _ �/ 4 16 J 1 2.38 J • OUTL �FZ 13 12 �... 13 14 a lia �/ 16 2 3 �� I 43 42 I v r. 10 RcgO 16 17 �' ��,�� _�=:�i 13 a oPBN PLAYABFA 17 • + 33 �_ 19 - 12LU • ��10 F 41 605`PL BLOCK 7 6 2021�.. 9 �� POOL OUTLOTD 19S f 34 hs eao 40 • OPEN PLAY!\BEA f 5 22 ` OUTLOT E I I OUTLOT C 8 / _." .- -'T t m O I 39 �� vvv OUTLOT H H 1ma.zz 3 2 1 l� �� 23 6 �� 38 I 29 28 27 26 25 24 23 22 21 36 Prs eoz I 150' Z WL _• U T P 0 PL INFar!wTIONSASINn E 37e ` 10 0 / wl �• / 9 2626 I I r 3 63 38 OUTLOT B L Q I 7 1 2 66 64 • , . �� H.vsa.vs 0O d — — M .. \ •.. 6 :� ' 28 I I ^• '' 66 G, �, , , , , , , INFILTRATION BASIN W LU B W Z ` � Z � C� + ` 2 2 34 ` ` • 10 4 ''' I -' �� 70 9 62 61 58 57 56 55 54 53 52 51 50 49 48 47 461 X > Q W I. 13 12 11 3 2 Ip 71 i OUTLOTA ^ 60 59 45 44 43 LU 0 Z_ N CC ` 23 22 21 20 19 E17 166 14 F , _jOUTLOTI • OUTLOTF 1 aINPILTBATION \ 0 27 6 6 - 'n BLOCK 1 _ -_ -_ _. _ — — — — J w J O r\ TI L N BASIN BLOCK 5 Z L W Hwy 1016.39 �e 5pp \ a v/- =SEPTC CL NOUTS \\ \\ f�Pl�drl CMIIION 3 � I I Dal I hereby certify that this plan, Ot � I - specification o report w s ,\ I prepared by me or under my and that I -- -- -- - am a duly Licensed `\ , `� P. cROFESSIONAL ENGINEER P under the laws of the State of ............................................................................................................................................... STORM SEWER NOTES: _._.._...__......._._..._..____________._._._._._._�._._._._._._._. ____._-._._._._.__.-.__.__._._.I_._._._._._.-_._._.___.-._ MINNESOT�I/I�✓! LEGEND: ° _ _ 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN MARK RAUSCH,PE I. + FIELD PRIOR TO CONSTRUCTION. :Emz,y'�o. _ "" 1-25-19 43480 ,,,,, ., +,,, - PROPOSED STORM SEWER Date License No. D 2. MAINTAIN A MIN 18"VERTICAL SEPARATION AT ALL PIPE CROSSINGS. DT Dr PROPOSED DRAINTILE ° r"u, rzr _11 1 Dul_ i 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF e NI+. PROPOSED SANITARY SEWER _VI QUALITY ASSURANCE/CONTROL CONSTRUCTION. i;u ,Vt - „r. PROPOSED WATER AIN ON\'v Q ` cff , M �J � r+ 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER CROSSINGS WHERE N �'%" �';`" ■ PROPOSED CATCH BASIN `�w\E BY DATE ' _ VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. k` ■ PROPOSED SANITARY MANHOLE F0� -(\ON DATE ISSUE I-I: AN ` T �UG 1-25-19 CITY SUBMITTAL 5. ALL STORM SEWER WORK SHALL COMPLY WITH THE CITY OF LAKE ELMO _ " IIII II i.;�ws,ce.1 N PROPOSED GATE VALVE Na�� I - I' " + ° ENGINEERING GUIDELINES. _ III II IIII II II IIII IIII 1° °""mHYDRANT p0 PROPOSED 0 ° 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. .I =.1 III �_ .I r III IIII I� 1 EXISTING GATE VALVE ND'( ° D 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT TEMPORARY II I IMI�I - eL a• '� -- y, "" T ,� II f IyI Ullyr - P" tny�I EXISTING HYDRANT „ It ,n - c `+ + - TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL" LATEST REVISION, FOR ANY II �'� �m++� �L„nnunl�COpa�� mnr �--� q III `�°`r Ei E'e1aTI��N EXISTING WATERMAIN CONSTRUCTION WITHIN PUBLIC R.O.W. "eoie wnar!�mz rwmAr EXISTING CATCH BASIN S. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. Rcowm PnR RArz uR!Rau xm EXISTING STORM MANHOLE N I r ,, - EXISTING STORM SEWER 1 9. ALL PROPOSED OUTLOTS ARE TO BE FULLY COVERED BY DRAINAGE AND UTILITY "I EXISTING SANITARY MANHOLE PROJECT TEAM DATA o EASEMENTS. EXISTING SANITARY SEWER DESIGNED: MPR N X „a.a„E:.:. _ „,,,,_ DRAWN: SIL J �GF:',,-,TF: ,.'-,A:FE PROJECT NO: 218-0165 ni !i�C+l l',D141;1:'. P'I_ndl NIOIES EC 11 I I ' 011 CONTROL STRI I::TURr 18 A IJTLI I CONIRDI STRUCTURE IB B 23 H II. II IIC II 0 '3 I I II + III: :1 AL K I- -1-:I 1 A I T: g +.177 OIF 1K.E'LII I✓1 CI j CITY OF LFIll I EL11UJ „ + ° SCALE IN FEET 0 ...... ......... ......... ......... ..._....a........ _____.___._______________._ ______.__._. ______.______________._____ _____ SHEET 23 of 33 STORM SEWER SCHEDULE: QN\. `/l� N LEGEND: MH/CB P.DIA. P.SLOPE P.TYPE PIPE P.VELOCITY FROM TO RIM STIL CAST BUILD Q� v\�w n^N FROM TO D[IN] S[FT/FT] LENGTH[FT] MAX TT/S] INVERT INVERT ELEV TYPE TYPE [FT] Vk6r` _ PROPOSED STORM SEWER EXISTING GATE VALVE CB 319 CBMH 318 12 0.0044 RCP 159.83 3.01 1016.00 1015.30 1020.00 27 R-4342 4.00 F ` '(\ 0 25 50 100 _pT 0T_ EXISTING HYDRANT CBMH318 CBMH 315 15 0.0033 RCP 120.82 3.02 1015.20 1014.80 1021.41 48 R-3067-V 6.21 \)C•i PROPOSED DRAINTILE " 4j�R EXISTING WATERMAIN CB 317 CBMH 316 12 0.0142 RCP 115.05 5.41 1017.50 1015.87 1021.50 27 R-4342 4.00 P r_V N PROPOSED SANITARY SEWER A L L I A N T V OQ�QR SCALE IN FEET PROPOSED WATERMAIN M CBMH 316 CBH315 15 0.0033 RCP 28.00 3.02 1015.87 1015.77 1020.13 48 R-3067-V 4.26 ENaIN EERINR EXISTING CATCH BASIN CBMH 315 MH 307 15 0.0037 RCP 71.90 3.20 1014.80 1014.53 1020.13 48 R-3067-V 5.33 XAO ■ PROPOSED CATCH BASIN - EXISTING STORM MANHOLE CB 314 CBMH 313 12 0.015 RCP 48.03 5.56 1023.53 1022.81 1027.53 2X3 R-3067-V 4.00 PROPOSED SANITARY MANHOLE » EXISTING STORM SEWER CBMH 313 CBMH 312 15 0.02 RCP 54.11 7.44 1022.81 1021.73 1027.53 48 R-3067-V 4.72 733 Marquette Avenue \ \ N PROPOSED GATE VALVE " EXISTING SANITARY MANHOLE CBMH 312 CBMH 311 15 0.02 RCP 141.92 7.44 1021.73 1018.89 1028.35 48 R-3067-V 6.62 Suite 700 \ 'I D EXISTING SANITARY SEWER CBMH311 CBMH308 15 0.02 RCP 222.10 7.44 1018.89 1014.45 1025.87 48 R-3067-V 6.98 Minneapolis,MN 55402 \ \ PROPOSED HYDRANT EXISTING MH CBMH 310 18 0,0026 RCP 41.60 3.03 1014.36 1014.25 1024.36 48 R-3067-V 10.00 g 612.758.3080 RE = 1032.71 /f CBMH310 CBMH 309 18 0.0026 RCP 115.81 3.03 1014.25 1013.95 1021.60 48 R-3067-V 7.35 -�_ - INV (W) = 1027.56 CBMH309 CBMH 308 18 0.0026 RCP 28.00 3.03 1013.95 1013.88 1022.04 48 R-3067-V 8.09 www.alliant-inc.com INV.(N) = 1026.41 i CBMH308 MH307 18 0.007 RCP 77.93 4.97 1013.88 1013.33 1022.04 48 R-3067-V 8.16 15'RCP \ \ INV(E) = 1026.31'_Fo / / / - MH 307 CBMH 306 21 0.006 RCP 111.11 5.10 1013.33 1012.67 1021.00 48 R-1642 7.67 REMOVE CASTING AND / CBMH306 CBMH305 21 0.022 RCP 63.01 9.77 1011.87 1009.45 1017.92 48 R-3067-V 6.05 BP PIPELINE CAUTION CB 302 CBMH 301 15 0.009 RCP 28.02 4.99 1009.70 1009.45 1013.95 2X3 R-3067-V 4.25 �- REPLACE WITH NEENAH e / 5 (SEE BP GUIDELINES FOR CBMH301 CBMH 305 18 0.0033 RCP 129.87 3.41 1009.45 1009.02 1013.95 60 R-3067-V 8.50 \ ) R-1642 (OR EQUIVALENT) �® M / WORK WITHIN CORRIDOR e a 10322� / CBMH 305 FES 300 33 0.0012 RCP 102.79 3.08 1009.02 1008.90 1015.30 48 R-3067-V 6.28 CASTING 48" MH. \ \ PROPOSED RE = 1033 t 15"RCP RE = 1030.05 CB802 CBMH801 12 0.03 RCP 27.49 7.86 1011.62 1010.80 1015.87 2X3 R-3067-V 4.25 /_INV(W) = 1024.90 DDD s"ate o INV(N,E) =\023.50 CB403 CBMH402 12 0.014 RCP 131.00 5.37 1013.35 1011.52 1017.35 27 R-4342 4.00 CBMI1402 CBMI1401 15 0.017 RCP 28.00 6.96 1011.42 1010.94 1025.94 48 R-3067-V 14.52 OUTLOT F \ \ Q E s,Rm S AND CBMH 401 FES 400 15 0.009 RCP 148.82 T99 1010.84 1009.50 1025.94 60 R-3067-V 19A0 \ OQ qOy _ --_� CB 700 .REMOVE CASTING AND X X� \\\ �0``\\\ REPLACE WITH NEENAH � ITS 502 OCS 501 24 0.05 xC1' 20.2 1008.95 1007.94 e �R-1642 (OR EQUIVALENT) OCS SoI Frs 500 24 0.0057 RCP 168.1 1009.75 1008.792 as cRA'IT 8.25 CASTING 45" MH. �X A \\ 51 52 53 54 55 PROPOSED RE = 1030.5 t \ EXISTING BLOCK 5 \'' Rra 7 CB 700 CBMH450 12 0.0044 RCP 12.81 1027.5 1027.444 1031.5 2X3 R-3067-V 8 \ \ 56 57 E �, \ \ - 59 AE 7 a CB 802 CBMH 801 l2 0.03 xCl' 27.49 7.86 1011.62 1010.80 1015.87 2X3 x-3067-V 4.25 \ Q \\ \7 aC CBMH 801 CBMH 800 18 0.007 RCP 46.58 4.97 1 1009.83 1009.50 1015.79 48 R-3067-V 5.96 50 \ \ / e \ _ CB 314 49 I \\ \ aL2 00l -�-- --`- 2 /%� REMOVE EXISTING 1>\0 /� 48 �\ -_ -- +oo CBMH 313 3 /�' FES AND PIPE TO MH CONNECT TO EXISTING M \ A �� 4 �j r RAISE M FROM 1023.76 TO V I H / H x x x_ x ,►1_ `/ ° 5 �� BULKHEA 47 '� D SOUTH INVERT, CORE � �o 6 � � ',� � �. NEW EAST INVERT. � � � � � �� VAA A x \ x 7 "�Q A RE = 1023.76 x � _ � Tr V °p IE (NE) - 1014.36 IE V \ \ I A $ �� (SW) - 1014.36 - - P A \ \ CBMH 310 _ Q 19 y ; 46 I vvv vvv 20 18 17 16 � � 10 �\� � � 45 I v v 1 15 4 20' DRAINAGE ` -' S� cn 11 x A I \ TOP 44 14 �� / 12 �' AND UTILITY TH STREET W O LITL01 o2c" 1 EASEMENT N m \ 3 CB 311 13 CB 43 - A7EXISTING ELECTRIC CBMH 40 CBMH 401 11� CBMH309 L 15 > ALINE TO BE Q 3 W�4' SUMP BP PIPELINE '� 1 "� RELOCATED/SHIFTED - -_ J 0 42 I v CROSSING 10 qx� �, 16 17 �/ - o a x CBMH 4� \\ SEE INSET C O �iz 18 LU� O 1 - L 20 / % CBMH 319 _ > Q W o EASEMENT 41 02 S 10 6.bF PL BLOCK 6 \ \ 7 6 CBMH 308 19 21 �- - Z cn M WIDTH- 40LU OPEN PLAY AREA FES 400 5 `v, �\ CBMH 316 22 '' OUTLOT E i w \\ J\ 4 3 MH 307 - AN DRAINAGE l o - 39 \ HWL 1013.22 2 1. AND UTILITY Z w LJ.I Q OUTLOT H ` / x 3 EASEMENT m a OC H x \ FES 800 J d N p (�/p�j�',�j� \ 3 38 I_ �R) \ FES 300� 7 24 \�%� 13-1 40 1 hereby certify that this plan, INFILTRATION BASIN A I I TOP F PL 37 1010. 7 or a� FES 502 / CBMH 315 25 � specification, report w x I I MY dire I a er me arndnthadert `-- k:.. \ EOF c x amco duly Lida sed the ,� 26 o\ \ RIP '�- �o ❑ PROFESSIONAL ENGINEER under 8 Q the laws of the State of 36 \ \ CBMH 801 OCS 501 RAP 8 CBMH 318 27 CBMH 301 / 7 �.' O M1NNEsorA C00 BMH 306 6 \ 28 I I qO o SCH,P��O MARK RAU H,PE 0- � ►� 1-25-19� OQ � 1 + 0 ~ 9+0� 43480T 0 �20+00 1+00 +00 - C \� Date Licanae No. `0 35 1009.k CBMH 305 J 2 CB 224 E 34 W/ 4' SUMP lit\ QUALITY ASSURANCE/CONTROL 33 v cB 802 ce 3oz 4 \ \\ v 121110 • - 3 BY DATE .Y DATE ISSUE 32 - - - \\ \\ - - - - - - - 2 Y.\ 1-25-19 CITY SUBMITTAL N OUTLOT I 31 30 29 28 \\ \\ 27 26 25 24 23 22 21 20 19 18 17 16 15 14 \13 OUTLOT F 1gAq DD INFILTRATION \\ FOP LO BASIN C --- ` - V ooa. 9_ - - K 5 (0 H BLOCK 1016.39 A\ \\ FES 500 `-'LOC ` 5 CBMH 223 _ \ of cc PROPOSED SURFACE EL: 1022.5 \\ \ \\ ► PROJECT TEAM DATA TOP OF BP PIPELINE TO \ --- -- L-_ N PROPOSED FINISHED GRADE 5.46 DESIGNED: MPR EXISITNG BP GAS PIPEUNE BOTTOM EU 1016.19 x BP PIPELINE CAUTION I I DRAWN: SIL TOP STORM SEWER PIPE \ \ (SEE BP GUIDELINES FOR PROJECT NO: 211-D165 BOTTOM OF BP PIPELINE 4.58' PROPOSED 15"STORM SEWER INVERT EL-1010.06 \ \ WORK WITHIN CORRIDOR) PIPELINE CROSSING CROSS SECTION B'-B' 24 NOT TO-LE \ \ \ 3 INSET \ \ 0 \1 \\ ± SHEET 24 of 33 STORM SEWER SCHEDULE: LEGEND: MH/CB P.DIA. P.SLOPE P.TYPE PIPE I'.\11 0t'117 FROM TO RIM SEE, CAST BUILD / FROM TO DIIN, S[FTFTJ LENGTH[FTJ \IAX[tI/S] INVERT INVERT ELEV TYPE TYPE TTJ PROPOSED STORM SEWER CB 116 CBMH 115 12 .02 RCP 28.00 6.42 1010.03 1009.47 1014.03 2X3 R-3067-V 4.00 PROPOSED DRAINTILE CBH 115 CBMH 114 15 .015 RCP 177.74 6.45 1009.37 1006.70 1014.03 48 R-3067-V 4.66 V1 CBMH 114 CBMH I11 15 .015 RCP 152.52 6.45 1006.60 100432 1010.87 2XI R-3067-V 4.27 PROPOSED SANITARY SEWER VI 'jy// /� /� H 113 CBMH 110 21 0,0025 RCP 73.41 3.29 996.33 996.15 1009.50 48 R-1642 13.17 / / A L L I A N T CB 112 CBMH 111 12 .04 RCP 28.00 9.07 1004.08 1002.96 1008.08 2X3 R-3067-V 4.00 - PROPOSED WATERMAIN orve RE = 1004.62 EN GIN E E R I N a CBMH III CBMH 107 16 .04 RCP 88.48 11.89 1002.86 999.32 1008.07 48 R-3067-V 5.21 PROPOSED CATCH BASIN _ INV(SW) -997.44 --- - --L- CBVIH110 CBMH108 24 .0025 RCP 85.36 3.60 995.83 995.61 1004.96 2X3 R-3067-V 8.41 PROPOSED SANITARY MANHOLE \ ,0� INV(N,E) 997.37 733 Marquette Avenue CB\11i 109 GBN11I106 24 .0025 RCP 85.36 3.60 995.83 995.61 1004.96 48 R-3067-V 9.13 N PROPOSED GATE VALVE Suite 700 CBV1H 108 CBMH 107 24 .0025 RCP 55.70 3.60 995.51 995.37 1005.92 48 R-3067-V 10.41 �� V REMOVE CASTING AND '1 A _ CBMH 106 CBMH 104 24 .0032 RCP 115.93 4.20 994.80 994.41 10 0 5 98 60 R-3067-V 10.71 PROPOSED HYDRANT / REPLACE WITH NEENAH / 11 12 13 lY F- -1 Minneapolis,MN 55402 a CBV1H l06 CBMH 104 24 .0034 RCP 115.93 4.20 994.80 994.41 1005.06 48 R-306.-v 10.26 EXISTING GATE VALVE �/ '� CB 105 CBMH 103 12 .05 RCP 77.50 10.14 1000.50 996.62 1004.50 2X3 R 30!-V 4.00 q / ' R-1642 (OR EQUIVALENT) 612.758.3080 CB 104A CBMH 104 12 .0044 RCP 44.56 3.01 1001.00 1000.80 1005.00 27 R-3 42 4.00 -- EXISTING HYDRANT \ CASTING. _ C. - 6� - t l� , - www.alliant-inc.com CBMH 104 CBMH 103 24 .005 RCP 8924 5.09 99431 993.86 1004.43 48 R3n(�-F 10 -,-PROPOSED RE 1005 10.12 � EXISTING WATERMAIN � / y � _ -- CB\111103 MH 102 27 .0035 RCP 43.78 4.61 993.76 993.61 1004.10 60 R306%-\' 14.34 EXISTING CATCH BASIN ,� a/' /�� O VIA 102 MH 101 27 .0035 RCP 121.46 4.61 993.51 993.08 1003.00 48 R-164' 9.49 \ 8 M1i lOL FES 100 27 .0035 RCP 31.50 4.61 991.61 991.50 1001.00 48 R-1642 9.39 EXISTING STORM MANHOLE 7 CB 105 - - » EXISTING STORM SEWER µV �- CB224 CBMH 223 15 0.0033 RCP 48A1 3.02 1014.97 10147 6 /5 1079.16 2X3 R-3067-V 4.25 EXISTING SANITARY MANHOLE CBV1H 223 CBMH 221 15 0.007 RCP 99.71 4.40 1014.65 1013.95 1019.16 48 R-3067-V 4.51 CB 222 CBMH 221 12 0.006 RCP 47.99 3.51 1015.17 1014.88 1019.17 2X3 R-3067-V 4.00 D EXISTING SANITARY SEWER 5 CBMH 221 CBMH 220 18 0.007 RCP 122.28 4.97 101385 1013.00 101916 48 R-3067-V 5.31 Op CBMH 104 CBMH ,09 4 CBMH 220 CBMH 219 18 0.0074 RCP 123.70 5.11 1012.90 101198 1019.69 48 R-3067-V 6.79 / r� \ I'/ L J CBV1H 219 CBMH 214 18 0.0075 RCP 121.46 5.15 1011.88 1010.97 1019.83 48 R-3067-V 7.95 3 - 1-4f�Ob - _ `y 1 OB 13 RE = 1001.82 0 s C13218 CBMH 216 12 0.0044 RCP 129.35 3.01 1014.10 1013.53 1018.10 27 R-4342 4.00 `_ P� .' -� QT O � INV sw = 1oo1.Bz h � � � - -�----- � CB 217 CBMH 216 12 0.0044 RCP 162.15 3.01 1013.20 1012.49 101720 27 R-4344 4.00 ( ) _ C NMI1216 CIIM 11215 15 .0035 RCN 116.69 3.11 1012.39 1011.98 1020.80 48 R-4343 8.41 A �G `A` - INV-(N W,NE) = 1000.27 / 1 2 IE CBMH 215 CBA4F7214 IS .0035 RCP 2RA2 3.11 1011.88 101178 1018.78 48 R-3067-V 6.90 O �O \ \ C NM11214 M1121-1 21 .004 RCN 133.76 4.17 1010.87 101034 1018.78 2X3 R-3067-V 791 VIH 213 CBNTH 211 21 .017 RCP 112.78 8.59 Io10.24 100832 1017.02 60 R-3067-V 6.78 ^�W ON- C132I2 C1IMI1209 12 .036 RCP 24.13 6.61 10U6.05 IU07.18 1012.05 2X3 R-3067 V U. `�(- G C13M11211 CNMI1109 21 024 RCP 7936 10.21 1008.22 101 1013.88 60 Iza067-V 5.66 ,� �O� CONNECT TO �� CBMH TO8 ��f" CBMH 103 MH 102� CB210 CBb1H2O9 12 .006 RCP 28.00 3.51 100718 1007.01 1011.18 2X3 R-3067-V 4.00 NO % EXISTING $ '� �� W/4' SUMP C13M11209 ('BMI 1207 21 .017 RCP 346.69 8.59 1006.22 100033 1011.19 48 R-3067-V 4.97 X PIPE CB 208 CBMH 2O7 12 .009 RCP 28.00 4.30 1001.24 1000.99 1005.24 2X3 R-3067-V 4.00 / / / \ \ti y C NMII107 (11M11203 21 0,03 RCP 91.19 11 41 1000.23 99749 1005.22 48 R-3067-V U.1) X ® a�a/ CB 110 \ -O13 106 - CB206 CBAIH204 12 .019 RCP 117.56 6.25 1000.50 998.27 1004.50 27 R-4342 4.00 "MN I13 �� 19 CBMH ,06 CN201 C11M11204 12 0,024 RCP 28A0 7.03 99908 99841 1003.08 2X3 R-3067-V 4.00 / %i /." < \ „- _ L J C GIVE 2O4 CBNTH 203 21 .0038 RCP 130.35 4.06 998.17 997.67 1003.08 48 R-3067-V 4.91 - \� REMOVE EXISTING 20 18 17 16 15 C NMII 03 ('11M11201 21 .011 RCP 28A0 9.55 99739 996.80 1003.77 60 R-3067-V 6.38 �_ 21" PIPE AND 2z\\ � O C13V111202 M11201 21 .024 1 1 120.89 1021 996-70 993.80 1M3.78 60 R-3067-V 11.08 X � 48" MH ' 31J CB 112 Og 22 21 / V VIH 201 FES 200 30 .0035 RCP 29.94 4.94 991.60 991.50 1000.50 60 R-1642 8.90 •e - /� , >r�/ ^13 a RE = 1005.99 , FES 602 ocs 6ol u RCP 19 991.50 99osa ` IE (NW) 996.25 -� 30 CBMH 107 MH OCS 601 I1:8600 24 RCN 10 992A5 992.V0 48.00 GRA'I'I', 7 101 .99 / ®` \ (SE) 996.25 29 / ,� \ N �528 � 24 FES 100 J 0 25 50 100 o y�� oxo°i �,1 / LLB t REMOVE O 27 EXISTING SCALE IN FEET / A 26 CBMH 1112 vT �\ FES AND J Q �a,� PIPE 26 TO MH H Q 23 m w 28 vfi z 21 CBMH „6 Pa 7 13 A 29 / � a CBMH 217,.. 20 / a�/ CBMH 11114\ _ 14 MH 401 _ 0 a [ a a" I o a o a LU o/ 19 5 15 --- o� w w 18 4 11 � 30i ( I > Q w i r ce 206 o e P9 ate°° / ° 3 16CBMH zoo 31 LU o zcn a�-a CBMH 211 E L = ----1LU - E - 15 16 / / CBMH „5< 2 BLOCK 3 ��, CB 2D5 ;' I W 13 14 1 32 I z w O OPEN PLAY AREA 17 _ x W Y¢ �' 11 20' DRAINAGE 33 m d in CB 218 AND UTILITY i __ 18 o I OCS 601 EASEMENT 34 FES 600 I hereby cerfify that this plan, �� 2'+ OUTLOT D i I specification, or report w - f 9 �' �� POOL 19 - prepared by me or under a my \ O v i darcecaI super,is on and that I r0 I I OUTLOT C ^ O �k0 6 _ -_ 1 ' PROFESSIONAL ENGNEER ensed under 7 MH-213 20 1 FES 602 x EDE RIP uo - \ - - RAP M,e IESOTAf the State of I I CBMH 215 G CBMH-203 35 6 / 29 28 27 26 25 24 23 22 21 GBMH zo2 36 MARK RAUSCH,PE �40� rj CB 212 I W/4' SUMP 1-25-19 43480 I I / \\ J - - - 37 / Date License No. 4 / CBMH 214 \ I QUALITY ASSURANCE/CONTROL CBMH 207 63 38 / OUTLOT B BY 2 65 64 CBMH209 > ♦��20' DRAINAGE x -.,'� MH 201 HWL 995.96 DATE ISSUE OnrE ..b AND UTILITY ,, 1-25-19 CITY SUBMITTAL CBMH 21L L�� gnD +oo / EASEMENT 39� FES 200 i N I Q I i\ INFILTRATION BASIN B I 67 �� - fl - - - - - CBMH 208 40 LO -- ---1 >. 41 J cB z10 24 CB 22 i x�• CBMH 219 68 62 69 00 70 61 60 59 �52 51 50 49 48 47 46 45 44 43 M7 OUTLOT A 58 57 56 55 54 53I PROJECT TEAM DATA ON 0 00 �3 ' 7 - 1 DESIGNED: MPR CBMH 220 - _- DRAWN: SIL - / `- - BLOCK C K � CBMH � PROJECT N0: 218 0165 � 22t - � - - - - 25 p o / o ► --�� ,/ �� i SHEET 25 of 33 ,1 1 ENGINEERING _-- ALLIANT g \ - 733 Marquette Avenue `, II 3�� s F I ,� �� Suite700 1 � � I Minneapolis,MN 5 02 nn 54 612.758.3080 ^I 1 A -1;, �? � �\ ° www.alliant-inc.com 1� ;_ - 3 1 \ r Za L oy°s.o .p"Y �' I I\ " s9a-sf .. `` \ " ° -ao �E,Ev°oN' � \ -- `\ /� I 1\ ;�-H�+aa�3e, � %/ _ IA.:.....Z ti \I was P I _ — -T ��. ., ° ° v ° /�/9 aa93sl ,. '/' ° ° a \ 2 I , MID- „`.. loon I� v sT sz ,I ° 8657 Il 1 ' i `' .'".� ✓ e . o i D C A25 e v -'jam ;'7 — � 4 �. w�o�: �� — oo /,A�,,,.IDTH) Jiv 20 c' e- ,• A,r -4- li�l' Q you ¢b 2 TB �71 � - L w ��' — � I i o-..\ � _ I , ° v TV % �. aI N ( 171s �1 T5 _I /v/� W i0 \ ROa ( �� 1 rn �_ I / rJ TS '-,7 I� cA v v/ i -oF o�T v v Q v _ / 41 J // J \ � ocEMvuRen / 21 I, �� I I � \ \ 39 ��. HWL 1m3.zz 3 2� V" / �1 6-, I A �9 28 2R 26 25 2 ' V 150' A O Z i \ iA` \ I OUTLOT H \ �' / x V I INFILTRATION 6ASINA / /� �� Z¢ ' I I ¢ - \ `' 37 \ r O V I � 3i I A \.�J B x� L L V A V A I W � v � �f 1 � � 0� ze � ��j \ � �, as �WrLor I� I I 1 I Q n _ l: 1r199s 9e I / / // 0 Q 61 t1 ROADF �\ < FILTpATION BASIN / I I \ \ w I� - 7 -, 1� / �� A\ Q v /'/ / �i \ TT B 70 6G s s7 cn se W O OOc-VAS A� ` 27 26 25 24 23 22 21 20 17 16 15 1 1 2 I'I _�U1 q / 0 TA � _ 70 AA A * VI L I v UTL T F 1 , — .�� I �� _ _ \ - IIII�111 wFi TaAnoN _ A� 1.. J : .JI _ I -.� ` w J W O \\ 1 anslNc _. _ :.. I _// \ O`er 1111\ V ____________ _ Z w W W O I I HVh 1016.39 K SI ��-- ________ — —_ . I \ \ \ OI Y N 1 1 \ )IN'T 11 " 1 I _ � p _ I I I � � / � / W � � '� i� , ��-- � - a �'t-- IIIIII --� / I 1 V / l ---1020--� _» L_ ��1074- �� vv (f-v __— A 1 I 11 1 I I I I / /�� 0) ' H A11 / f/J 1 / c - / / ` ----- �� 1 a ti) \\\ \ ` I — / \ \'�. I ( / �/ \ ' —��. V•-a •-�•••,✓\ r ( / I herebycertifythat}his Ian, m \ fioHon. r report w s \ I / I / / u b a or under o 110 IIII ;o \ \ \ �ti'i \ \ \ w'' i \ \ `— speai supervision o`� \\ I( III w duly Licen Y .N o o I o/ \ \ \ \ 1 I I / Prepares v my 201v�p IIIII� � �o ro \ � .� v' � v V A i __ , v� o 1 N V --� �� a I 1 I / / A direct and not I Oi0 0 / N ( \\—�v V AV / \ AV A \ A o 00 0 of o 0 0 a1 O I v LANDSCAPE ARCHITECT under sed \-�,' the laws of the State of TREE PRESERVATION NOTES: LEGEND: MNNESQTA��/ / Ad O 1. SIGNIFICANT TREE,AS DEFINED BY ClTY OF LAKE ELMO ZONING CODE,IS ANY MARK KRONBECKK,,P�LA,ASLA 0- HEALTHY TREE MEASURING SIX INCHES IN DIAMETER OR LARGER AT A HEIGHT OF 1-25-19 26222 54 INCHES ABOVE GROUND FOR HARD WOOD DECIDUOUS TREES, EIGHT INCHES IN POST 0 TREES TO BE SAVED Date License No. DIAMETER OR LARGER FOR CONIFEROUS/EVERGREEN TREES,OR TWELVE INCHES IN DIAMETER OR LARGER FOR COMMON TREES. X TREES TO BE REMOVED QUALITY ASSURANCE/CONTROL 2. BEFORE ANY CONSTRUCTION OR GRADING OF DEVELOPMENT PROJECT IS TO .�� TREE PROTECTION LIMITS OCCUR,A TREE PROTECTION FENCE(AT LEAST 4 FEET IN HEIGHT AND STAKED DRIP UNE D_ WITH POSTS NO LESS THAN EVERY 8 FEET)SHALL BE INSTALLED AROUND THE — —789— EXISTING CONTOUR BY DATE DRIP LINE OF WOODED AREAS,THE DRIP LINES OF SIGNIFICANT TREES TO BE —789— PROPOSED CONTOUR y _ / DATE ISSUE PRESERVED OR AT THE PERIMETER OF THE CRITICAL ROOT ZONE(WHICHEVER IS 4'ORANGE SNOW QN v` 1-25-19 CITY SUBMITTAL GREAAREATER).SIGNS SHALL BE PLACED ALONG THIS FENCE LINE IDENTIFYING THE FENCE WITH POSTS ■e PROPOSED CATCH BASINS 9r UNE.THIS FENCE AS A TREE MUST ROTECREMAIN IN PLACE UNTITION AREA AND L ALL GRADING ANDNG GRADING OCONSTRUCTIONND THE E eOFOUTERRMOBTE PROPOSED STORM SEWER R��v\�w_\v` N ACTIVITY IS TERMINATED. BRANCHES I► PROPOSED STORM SEWER �(� `�`` - UG'(�0 3. NO EQUIPMENT,CONSTRUCTION MATERIALS OR SOIL MAY BE STORED WITHIN THE ————— PROPOSED EASEMENT G� NS'�� DRIP LINES OF ANY SIGNIFICANT TREES TO BE PRESERVED. PROPERTY LINE P� GO 4. NO ENCROACHMENT,LAND DISTURBANCE,GRADE CHANGE,TRENCHING,FILLING, ELEVATION PLAN - SETBACK LINE N01 ��R O COMPACTION OF CHANGE IN SOIL CHEMISTRY SHALL OCCUR WITHIN FENCED AREAS LOT LINE of PROTECTING SIGNIFICANT TREES. NOTES: N T.TREE PROTECTION SHALL BE PROVIDED BY CONTRACTOR AS REQUIRED ------- RIGHT-OF-WAY 07 5. CONTRACTOR TO PREVENT THE CHANGE IN SOIL CHEMISTRY DUE TO CONCRETE TO ENSURE SURVIVABILITY OF EXISTING TREES TO REMAIN. WASHOUT AND LEAKAGE OR SPILLAGE OF TOXIC MATERIALS,SUCH AS FUELS OR 2.NO HEAVY EQUIPMENT SHALL BE STORED WITHIN THE TREE DRIP LINE AS PROJECT TEAM DATA 1\I PAINTS. DESIGNATED ABOVE. DESIGNED: MPR 3.REFER TO TREE PRESERVATION PLAN FOR LOCATION OF TREE X 6. DRAINAGE PATTERNS ON THE SITE SHALL NOT CHANGE CONSIDERABLY CAUSING PROTECTION FENCE. DRAWN: SIL DRASTIC ENVIRONMENTAL CHANGES IN THE SOIL MOISTURE CONTENT WHERE TREES PROJECT NO: 218-0165 ARE INTENDED TO BE PRESERVED. '- 7. NO SIGNIFICANT TREES SHALL BE REMOVED UNTIL THIS TREE PRESERVATION PLAN �\ TREE PROTECTION FENCE I IS APPROVED BY THE CITY OF LAKE ELMO. / I \ � 8. SEE SHEET 29 FOR TREE INVENTORY UST. NOT TO SCALE 0 50 100 200 L 3 o SCALE IN FELT SHEET 26 of 33 II$111 11�I1 1 \$. I I I � 1 LEGEND: �� Z I I I I -� 1 1A 11 1 V1 1 1 r v ,o4z�-C -_A I I i l 11 1 /f r--/' �/// 11 1 ` N A �A C —moo TREES TO BE SAVED ALL A N T �.10 Q ,_1�7 t �/ I /--�I A V 1 1 A 1 A `� A ---,oao TREES TO BE REMOVED TREE PROTECTION LIMITS ENGINEERING \' —78e EXISTING CONTOUR � / I I \��i\/ //�l///yyy 1 k'A\v A\�A\hV 1 v\v\A vA\\\\\\\°o_ A vV\\A�v_A\\✓ _ \ ' ——■7—B s•—— 733 Mar quette A ve nu e II PROPOSED CATCH BASINS Suite 700Y o s"sv Minneapolis,MN 55402 > PROPOSED STORM SEWER —Fo — ,�no o PROPOSED STORM SEWER 0 25 50 100 612.758.3080-7 0 PROPOSED EASEMENT SCALE IN FEET www.alliant-ino.com �o � � l I I IAVAVA PROPERTY LINE �« � o o o -A° o 0 0 0 -� `l `� / Al 1\d�VA� \ \VA V ` - SETBACK LINE ° \ --� l l / l / l I g VAVA\ \\`VA \ L_� LOT LINE �� \ ° �,_�:�_ - / / � /'/ 'd \\A \\ \V Abo RIGHT-OF-WAY �w oN Y_ T QQ FOR TREE INVENTORY n/ ois. P V EAA \ \ SEE SHEE ovk N \QN � F�` o' o /o o� P / p o /EXISTING BOULEVARD \/ �� / / /0// \,\\�q\�\\ /` \�� \ / Q V CQN _ o TREE (TYP.) t 4.5" DBH, .o/ A V AA V v v ,/ A \ Fovk o �r - - - — S' —XX vs52 x \ 51 52 211-2 94 — L 1-2as 1 �\ PL2 D A +oo \ ° ° \\� ' 71 o to i 78 W 1717 3: \� ° - b V 1775 45 �v 15 ° �72 — � �e \ �I I — \ F- z 6s 4 I \ 10 \ o 6 E I W a I z cc w 7 o[ B L — _ -0 6 6 I — ,`,.„. V) rn ns n1 0 .� 1f116 b „� ; ; 2KJ - W e nsa 64 OR€�PLA �R 5 soo f TL E I + I W d 21 � a J � \ � ? � I — � �I H W J W N s so o �v 3 / \ z w w w 1]7 OUTLOT H 1]45 39 V / / HWL 1013.22 \ 2 ` 3 / �,] I °° 2f \ \ m g a / 24 / INFILTRATION BASIN A �� I I Hereby ceH ry rrer report plan, 25 prepared Ian, or report was N 3 / _ \I prepared er me or under my � �ii]ss � i � � ')C� � direct supervision and that I ]ie o\ \ 9 xoo o LAa duly Licensed NDSCAPE ARCHITECT under 16 \� ,\'S 27 th MINNESOTAf 4he State of no S 7 6� 28 O \ \I MARK KRONBECK,PLA,ASLA 1+00 +0^ / _ 1-25-19 26222 Date License No. 1020 I I QUALITY ASSURANCE/CONTROL 10 \\\ / \ BY DATE VA \ 3 VF I 2 ,� DATE ISSUE 1-25-19 CITY SUBMITTAL \\ I \\ 271 26 25 24 23 22 21 2 19 18 11 16 15 1 2 - - 0 \V�A1 UUILUI I / V \\ \ v I 1 UTLQTF 1 y INFILTRATION ! ! 100 . o l II II I II I I I \ HWLS1016.39 / \\\\ \ K 51 �I co O /- _ PROJECT TEAM DATA I I I I I I ® \ (/ III —1020 ffff E�� E. -- DESIGNED: MPR GIG DRAWN: SIL PROJECT N0: 218-0165 ll>> � �, `\ � �.\ , - � � � �10 27 A SHEET 27of 33 Ev�Ew °N�'' ��( I � �_, _'% v /— ALLIANT a o` ENGINEERING s�P III �, / y��`�� 6 / / A 733 Marquette Avenue GpN III �x' ( F I Su ite700 OR < 21314 Minneapolis,MN 5 5402j 612.758.3080 co0 25 50 100 . �§ 10 I www.alliant-inc.com SCALE IN FEET 1 �I I I It 1 I v�� 'QQ .� �. 9 I q 8LEGEND: Iy ' IV 7 I/ 1,111 - -1, / 1 II1 ) 6 �s ; IIy�- p--rooa TREES TO BE SAVED l 1 1 1 l I C'II r l —r000 TREES TO BE REMOVED A 1 1 I 1 1 I III 4 TREE PROTECTION LIMITS o 6 I 1 I ( � 3 —in CONTOUR ®789— PROPOSED CONTOUR — ■• PROPOSED CATCH BASINS HwL=ooa_o PROPOSED STORM SEWER II , o 11- PROPOSED STORM SEWER ————— PROPOSED EASEMENT PROPERTY LINE SETBACK LINE LOT LINE / / / / 19 1 —__—__— RIGHT—OF—WAY �� / / I }�� / / 20 SEE SHEET 29 FOR TREE INVENTORY 2/�\ ) I / / ,/� I\ �'�� /N /o -...\ 22 i �� , , , >, - 30 �� - — w 29 o ��EXISTING BOULEVARD � a� TREE (TYP.) f 4.5• DBH 24- d in w o ' 24 "� \ 10 - Q I _ ao \ �* I a �� 2�2\ \ �j 8 \ - �' \ 28 — \ v�i z �aze, 1 i 21 4 °�� 7 \ - 29 w O u a � a a �/ °�° / 20 ' 14 �8 o a Q ° / a 19 6 1 I w \ aio o =d E 17 18 / 1 5 15 a 4 Z o� w LU �— 6 %� /2 K /`` a — a/ 14 15 C 32< F w J w " 13 / // �PE \\ 17 ° w Y X ' PLAY AR4 P 0 11 12 � ( � m g a a y � — -4/ 10 OUST _ 18 - 3 - x she,t,cation`or treport w sIan, prepared by m under my / artd Licensed ecot supervision andthat I TL 71 _kD �• __ - - 20 \ •� `\ I LANDSCAPE ARCHITECT under O \ MINNESOTAf 4he S#ate of o I \ 35 �r29 2-8 27� 26 25 24 23\,22 21\ \ \ 3� \ �' \1— MARK KRONBEC�ASSLLA4/ic d [ A V 1-25-19 26222 \ \ Date License No. 4 J I \ \ , QUALITY ASSURANCE/CONTROL 3102— /o _ 64 63 38 O�ITLOT B BY DATE HWL 995.96 + 65 -_ > > \ - I I DATE ISSUE 6� / / 1-25-19 CITY SUBMITTAL �� 0 8-� — 4 39 NFILTl4ATION BASIN /J un 68 `62 — ' r 42 QD 70 co - �i °`6 71 O LOT A 59 8 57 56 52 51 a50 �49 48 47 / 46 f}5 �4 3 ,/ PDROJJECDT TEAM DATA MPR DD _ DRAWN: SIL 9 �__J _ / / PROJECT N0: 218-0165 REET 28 Go GE'"777 u — o SHEET 28 of 33 Common Tree Hardwood Trre TREE SUMMARY Tag Number DBH Common Name Notes SIGNIFICANT Remove E SIGNIFICANT TREE DBH ONSIT 968 7 American Elm good X COMMON REE 313 986 14 Big Tooth Aspen Good X X 14 HARDWOOD DTR DBH 590 987 16 American Elm 2x trunk 9,7 good X x 16 HARDWOOD TREE DBH 590 988 13 Box Elder Good X x 13 TOTAL ONSITE 903 A L L I A N T 989 12 American Elm Good X X 12 ENGINEERING 990 12 Box Elder Good Offsite SIGNIFICANT TREE DBH ONSITE TO BE REMOVED 991 8 Black Cherry Good Offsite COMMON TREE DBH 279 733 Marquette Avenue 992 11 American Elm good X x 11 HARDWOOD TREE DBH 443 Suite 700 993 30 American Elm Good X x 10 Minneapolis,MN 55402 994 11 American Elm Good X x 11 TOTAL REMOVED 722 (79.96%) 612.758.3080 995 18 Box Elder Good X X 18 996 11 American Elm good X x 11 NET TREE DBH PRESERVED 181 (20.04%) www.alliant-inc.com 997 17 Box Elder Good Offsite 1 13 Box Elder Good Offsite 1734 734 15 Box Elder Good Offsite TREE PRESERVATION CALCULATION �- 1735 12 Box Elder Good X X 12 TOTAL SIGNIFICANT TREE DBH 90 1736 14 Box Elder Good X X 14 30%TOTAL ALLOWED TO BE REMOVED MOVED 270.9 1737 SO Black Cherry Good X X 10 1738 9 Black Cherry good X X 9 ALLOCATION OF 30%ALLOWED TREE DBH TO BE REMOVED 1739 9 White Oak stressed,epichormic X COMMON TREE DBH 270.9 1740 18 White Oak 2x trunk 9,9 Stressed,branching X HARDWOOD TREE DBH 0 1741 7 White Oak Poor Offsite REQUIRED MITIGATION DBH 1742 8 White Oak Good Offsite COMMON TREE DBH 8.1 1743 8 White Oak Good X HARDWOOD TREE DBH 443 1744 9 White Oak Good X X 9 1745 19 Box Elder Good X REPLACEMENT CALCULATION 1746 8 White Oak Good Offsite 8.1 DBH X 0.25 IN 2.025 1747 9 White Oak Good Offsite 443 DBH X 0.5 IN 221.5 1748 9 White Oak Good Offsite TOTAL REPLACEMENT DBH REQUIRED 224 1749 8 Red Oak Good Offsite 1750 7 Red Oak Good X X 7 1751 6 White Oak Good X X 6 1752 15 Red Oak Good X X 15 1753 18 Red Oak Good x 1754 16 Red Oak Good x 1755 15 Red Oak Good X 1756 16 Red Oak Poor,Stem Rot x 1757 18 Red Oak Poor,Stem Rot X 1758 it Red Oak Poor x 1759 17 Red Oak Good Offsite 1760 7 White Oak Good X X 7 1761 8 Black Cherry poor X X 8 J 1762 12 Red Oak Good X X 12 a 1763 10 Red Oak Good X X 10 1764 11 Red Oak Good X X 11 1765 7 Red Oak Good X X 7 C 1766 7 Red Oak Good X X 7 m 1767 7 Black Cherry Good X X 7 1768 21 Red Oak Good X X 21 1769 20 Red Oak Good X X 20 Cf) 1770 17 Red Oak Good Offsite E 1771 19 Black Cherry 2x trunk 10,9 good X X 19 LU Q 1772 17 White Oak Good X X 17 a ~O a 1773 17 Box Elder good Offsite Q Ld 1774 21 Red Oak Good X X 21 J Z 1775 28 White Oak 2x trunk 15,13good X X 28 z Z 1776 28 White Oak good X X 28 > LU Z > 0 1777 15 Hackberry Good X p N 1778 11 Red Oak Good Offsite W Z J 1779 15 Big Tooth Aspen Good X X 15 G3 J W N 1780 7 Red Oak Good X X 7 Z w LU W 0 1781 7 Red Oak Good X X 7 m J d 1782 10 Red Oak Good X X 10 1783 8 Red Oak Good X X 8 3 1784 11 Red Oak Good X X 11 1 hereby certify that this plan, specification, o report wa 1785 7 Red Oak Good X X 7 prepared by m or under my direct °r 1786 8 Red Oak Good X X 8 superAsion and that I am a duly Licensed � 1787 6 Red Oak Good X X 6 LANDSCAthe lawsPE ARCHITECT under 0 1788 6 Red Oak Good X X 6 MINNESOTAf the State f 1789 12 Black Cherry Good X X 12 � 1790 27 White Oak 2x trunk 17,10good X X 27 1791 14 Box Elder Good X X 14 MARK KRONBECK,PLA,ASLA 1792 19 Red Oak Good X 1-25-19 26222 Date License No. 0 1793 16 Red Oak Good Offsite 1794 7 Red Oak Good X X 7 E 1795 15 Red Oak 2x trunk 8,7 good X X 15 QUALITY ASSURANCE CONTROL 1796 7 Red Oak Good X X 7 BY DATE 1797 18 Red Oak poor X X 18 DATE ISSUE 1798 8 Red Oak Good X X 8 LEGEND 1-25-19 CITY SUBMITTAL o 1799 10 White Oak good Offsite 0 DENOTES TREES TO BE REMOVED 2737 18 American Elm Good X X 18 2760 45 American Elm 4xtrunk IZ11,11,11good X X 45 0 0 2791 26 Box Elder Pt 258842x trunk 14,8 X X 26 DENOTES OFFSITE TREES 2752 19 Box Elder Pt 25886 X X 19 � 2742 44 Oak Pt258682xtrunk25,19 X CD 00 ro O PROJECT TEAM DATA N DESIGNED: MPR DRAWN: SIL X PROJECT NO: 218-0165 ui E O 3 9 0 SHEET 29 of 33 Z \ III I ALLIANT ENGINEERING o -- ---�li z 8,— _ g 733 Marquette Avenue Suite 700 �\ Minneapolis,MN 55402 612.758.3080 ! www.alliant-inc.com Go- %\ � �. IW I------- DK -- \ 41 •: :.:<:.- - F--.'---=. t �� \ \/// ---�- N S /� ------- I r I V I I JI� I t !� 28 24 30 , J i i • ..F.. .,.,`.. ,:.:; �. 9 10 •�\ alPg�%Q 192021 J 4 1 a 8 � Q 1..' .t' _ ✓ 34 ��7 i�� <.3 1. IM Y 1 3 38 Q 7 1 g J 3a 4 > Q a 70 Z Q 1 1 : ll ...27 ... ) 19 �18 17 16 15 14��.�. :.�:i�:'�`::��: ., � ,c � � �. � �- �_ ... ..... W 1 Cn 26 26 2a CC p23FLgf3.::. _ I..... ... . Ld w W Z _. _ Z r_1 W Y II 6 m a a J I hereby certify that this plan, �7 specification, or report was a prepared by me o under my co direct supervisionand that am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of .o MINNESOTA�� p MARK KRONBECK,PLA,ASLA O- 1-25-19 26222 Date License No. LEGEND QUALITY ASSURANCE/CONTROL OVERSTORY DECIDUOUS TREES BY DATE 0 DATE ISSUE 1-25-19 CITY SUBMITTAL c \./ ORNAMENTAL TREES 0 DD Ctpc0 CONIFEROUS TREES O Oo N .o :, FLOWERING& EVERGREEN SHRUBS PROJECT TEAM DATA PERENNIALS A`r��, DESIGNED: MPR X INFILTRATION AREA SEED MIX: `! ` `S��UG�\O`v PRO ECT NO: 218-01615 • MN STATE SEED MIX 33-262 (DRY SWALE/POND) �� N p SIDE SLOPE MIX: F09- 30 MN STATE SEED MIX 33-261 (STORMWATER SOUTH &WEST) _`Q� 0 50 100 200 0 SOD o SCALE I N FEET SHEET 30 of 33 u • , � I • la • 1'1 �lOsosos - — MR Ari IF a - - Ila WMEMM 6�L'§Z4V 1 1 1? RIM ME TO All Ili� �`i\��i � • •��j�� 'j \ \-�r.��p`I'� .`�� /•`��'�Qk��b��—�� i t IN �rMINI �•�► �`'�� ®°f- tom. WOR --------- Who MIZ • •__ ��i�� r �p o`er � • •' '� �•� � _s on ■moo■ ��/ ��` e , Niel "M 1� - -- i t9 A �P� "' mtn''�e' �►s asusaa�assv iR l .I,�I�GF All • -..- ,--,.w- .• '� _ _ _ �}.+....'��.�"w.�•� � ar 1A�!lYsla3iQii@ �'S6�ialfi\7.iVir�.,.o4�'..ar wse..3.. e....�i:,.—.��....w+..a�fa:..�r. Vie.• Vic....s.•,� _ ITREE PROTECTION FENCE,NP. � N I / / / , (SEE TREE PRESERVATION PLAN) - V \ _ d // EXISTING 4"TREE --. A L L I A N T `N_r APEX. 40' OC, - ENGINEERING Foy �,�N NS�FiVG ———I / 6°° / nP M 733 Marquette Avenue OR GD \ / 5-AP Suite 700 Minneapolis,MN 55402 N o 25 50 100 612.758.3080 www.alliant-inc.com SCALE IN FEET ' __ I I I � - 9 7 � 1-KC LEGEND a 6 5— S ^- OVERSTORY DECIDUOUS TREES / I / Q T 3 4 I I v _ L J� ��7✓"�1 ORNAMENTAL TREES l./ f 1 1 E �.'. .. . 2-KC CONIFEROUS TREES �\ / I I // 5-SB 'Q FLOWERING&EVERGREEN SHRUBS ELECTRICAL TO BE ,` '\ / 19 m PERENNIALS / RELOCATED OFF PROPERN 33 - 18 17 16 15 5 L 21 20 32 INFILTRATION AREA SEED MIX: MN STATE SEED MIX 33-262(DRY SWALE/POND) \ / 5-13S 3-EL ."----•-`-- O AN E SLOPE MIX STATE SEED MIX 33-261 (STORMWATER SOUTH &WEST) \ 7/ j// 2930 / 1-RM t••••-- :. SOD Sz J _ -•. - 24 / 3 HL EXISTING 4 TREE 2 . , HL - 25 w \ / APPx. 40 oYE 12 RM 26 3-56 24 -- , BLEL 10 •`-- .`. -- � 27 � t— � ' 1-RM v23 9 �C' m_ (n : 22 8 28 w w Q a z M _ EXIG.SI K • 20 LL'. - • _ a J -- - 3-JC .� 6 - • 1`-F N - EXISTING STREET LIGHT 19 a ,NP. - -r'� +'•• -- - -`7 - Z -aL 5 15 I z —a�a� o U . : . 3 _ N D Q-1�4 — 16 SED N 14 51 I I ILJ W Z Z 12 13 . :-- •. 10- EDP W Y �. _t- �- a a 10 4-RM - C./V•r-LL. 34 I hereby certify that this plan, .- ' _ spec' rep - - - - - •-•- ----`LL '5'.AP.',.----LL- 1-PF prepared 6 under m 9 :: 19 prep r m y •` - ' ' ` - - LL �3 - -'-'- : : -��n ' ' - - � - --- - direct superv'sionaand that I .-.- TL 8 '.J,`.' - 2-HL 21_ �� \. .' LA a du y ARCHI E � - - - - LANDSCAPE ARC ITECT and r . .�LL _ 23 INNESOT 1 - - }he laws of the State of e M A FF�K 6 - " / - �/ 9 28 27 26 25 '. 24 23 `- 3 L `. 36 MARK KRONBECK,II ASLA 11 5 BL .INFILTRATION-SEED-MIX 1-25-19 26222 • .'�\ _ _ 1_H _ (SEE SEEDING NOTES) Date License No. -- 4 F - - -'LL'�'•• \ 37 QUALITY ASSURANCE/CONTROL 3 -BL _ •-a- ,� 38 64 - BY DATE .'. > DATE ISSUE 0, .' - •.- - ' 1 : 66 6 • -25-19 CITY SUBMITTAL '-' ': .• - -.-.LL.LL. - '`.':-:-: -Jc .' 4nnnF ,EL tI-BL 39 67 ' 5-SB 62 il..�. 69 O \ / '•'•SIDE SLOPE SEED MIX ' 4-RM 70 60 _ (SEE SEEDING NOTES) •; 4 47 -LLLL- 46 4-RM i .�:�::•.' 58 57 56 - 52 51 50 49 8 PROJECT TEAM DATA 71 DESIGNED: MPR :. DRAWN SIL -B- ' — — PROJECT N0: 216_0165 —— 0� •. : . .'. '� 32 -------------- 1111 3 �^ ....,�...,...� L..,.. ` ALKING PATH TYE ., i — -r-a-�f� ., t�i y`as�'' r•�_IEGGE I�-�-�� \ - i Q Y TREE PROTECTION FENCE,NP. SHEET 32 of 33 (SEE TREE PRESERVATION PLAN) LANDSCAPE SCHEDULE 11s CITY KEY COMMON NAME/SCIENTIFIC NAME SIZE NOTES ALLIANT ENGINEERING OVERSTORY TREES-168 COMPLETELY REMOVE AND DISPOSE OF ALLTwINE,ROPE AND BASKETS. 733 Marquette Avenue 32 BL Boulevard Linden Tilia americana'Boulevard' 2.5"Cal.B&B Straight Trunk,No V-Crotch ❑ISPOSEINT0 ROPER LOCATION. S l g EXPOSETRUNKF ARE Suite 700 TAMP SASE RO FIRMLY R IT FOOT BASE FIRMLY wRH Fool Minneapolis,MN 55402 26 EL Patriot Elm l Ulmuspatriot 2.5"Cal.B&B Straight Trunk,No V-Crotch PRESSURE SO THATTHE ROOT BALL DOES NOT SHIFT. MULCH RING,DIAMETER PER PLAN 612.758.3080 35 HL Northern Acclaim Honeylocust I Gleditisia 25"CaLB&B Straight OR LANDSCAPE NOTES www.alliant-inc.com triacanthos var.Inermis'Harve' g PLACE ROOTBALLON Kentucky Coffeetree'Espresso' Gymnodadus UNEXCAVATEO OR TAMPED SOIL IM RILL WITH TOPSOIL PLACED 13 KC 25"Cal.B&B Straight Trunk,No V-Crotch dioicus'Espresso' I L=III "' III-11I-1 15 RB River Birch I Betulanigra 2.5"Cal.B&B Straight Trunk,No V-Crotch III _ III i II III IIC _ Autumn Blaze Red Maple l Acerxfreemanii IIIIII IIIIII -II 'Jeffersred' IIII- 40 RM 25"Cal.B&B Straight Trunk,No V-Crotch =...1 ...I -...1 -...1 -...1 -...1 -...1 I- 7 s0 Swamp White Oak l Quercus bicolor 25"Cal.B&B Straight Trunk,No V-Crotch -III= = =ni=l I=III=III=III=III=III=11I III=1" CONIFEROUS TREES-181 PREPARE PLANTING AREA 3XTHE DIAMETER OF THE ROOT13ALL 80 AP Austrian Pine I Pinus nigra 6 ht.B&B Full Form NOTES: 40 BF Balsam Fir I Abies balsamea 6 ht.B&B Full Form 1.TREE STAKING IS OPTIONAL. 2.DO NOT PRUNE THE TREE AT PLANTING.PRUNE ONLY CROSSOVER LIMBS, CO DOMINANT LEADERSAND BROKEN OR DEAD BRANCHES. 57 EIS Blackhills5 Spruce Plced laucadensata 6ht.B&B Full Form 3 FOR TREES IN CONTAINERS,REMOVE CONTAINER PRIOR TO PLANTING. P g FOR BARE ROOT TREES,PLACE TREE IN MIDDLE OF PLANTING HOLE, SPREAD ROOTS OUT RADIALLY FROM THE TRUNK AROUND THE PREPARED 4 TA Tech Try Arborvitae l Thuja occide ntal is'Techny' 6ht.B&B Full Form HOLE, ORNATMENTAL TREES-67 � DECIDUOUS TREE PLANTING 16 1C Japanese Tree Lilac I Syringa reticulata 25"cal.B&B Straight Trunk,No V-Crotch 33 NO SCALE J 8 PC Prairie Rose Crab apple l Malus'Prairie Rose' 25"cal.B&B Straight Trunk,No V-Crotch a PRUNE DEAD AND BROKEN BRANCHES L Autumn Brilliance Serviceberry I Amedanchierx r 43 56 6 ht.B&B Clump Form PLANT L1J grandiflora'Autu mn Brilliance' SURROUNDING IN GRADE.00T BALL ABOVE SURROUNDING GRADE SHRUBS AND PERENNIALS-139 Q PROVIDE MULCH,DO NOT BURY STEMS OR TRUNK.SEE NOTES FOR TYPE AND DEPTH Q 23 GF Goldflame SpireaSpireax bumalda'Goldflame' 18'ht.coot. Min.Scanesat ht.specified. REQUIRED. 38 HY Little Lime Hydrangea l Hydrangea paniwlata'lane' 24"ht.cunt. Min.5 canes at ht.specified. PROVIDE FILTER FABRIC, La W MIRAR OR EQUAL L L Tiny Wine Ninebark I Physocarpusopulifolius r rO 15 NB 24"h es t.cont. Min.5 can at ht.specified. SMPOTW' Z 8 BDL Baja Daylily I Hemerocalis'Baja' 1gal.cont. III m 17 BES Black eyed Susan I Rudbekia hirta Llttle Gold Star' lgal.coot. D BACKFILL WITH TOPSOIL FROM HOLE Francs Williams Hosta l Hosta sleboldlana'Francis I- AND WATER THOROUGHLY.PROVIDE Q E 9 FWH 1gal.Cont. -III= PLANTING SOIL AS SPECIFIED IN NOTES. W Q Q Williams' < J W 8 SAH Saga e Hosts I Hosta'Sagae' 1gal.cont. ROOT BALLSHOULD SIT DIRECTLY ON TOP O a U N OF UNDISTURBED SOIL. JJ } Z 21 7 SED Neon Sedum l Sedum spectabi le'Neon' Igal.Cont. 3XDIA.OFROOTBAI UNDISTURBEDAND ` Z UNCOMPACTED SUBGRADE / - LU NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN A DISCREPANCY _ Q J SHRUB PLANTING H w J N N 33 NOT TO SCALE Z w W Z SEEDING NOTES: PLANTING NOTES: LANDSCAPE REQUIREMENTS: L Y o[ a o INFILTRATION AREA SEED MIX: MN STATE SEED MIX 33-262. 1. INSTALL 4"MIN.TOP SOIL TO ALL SOD AND SEED AREAS. FINE GRADE co J a J SEEDING RATE TO BE 44 LBS/ACRE(PURE LIVE SEED). ALL SOD AND SEED AREAS. TREE REPLACEMENT: 2. STAKE OR MARK ALL PLANT MATERIAL LOCATIONS PRIOR TO INSTALLATION. 224 DBH/2.5 INCHES: 90 TREES REQUIRED I hereby certify that this plan, 7 SIDE SLOPE MIX: MN STATE SEED MIX 33-261. 3. ALL MULCH AREAS, UNLESS SPECIFIED AS OTHER,TO BE BED MULCHED (SEE TREE PRESERVATION PLAN FOR CALCS) I SEEDING RATE TO BE 35 LBS/ACRE(PURE LIVE SEED). WITH 4"DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH COLOR DARK pPepafredtlby me oron, or underort my BROWN OVER WEED BARRIER. POLY EDGING TO BE VALLEY VIEW BLACK direct supervision and that o APPLY SEED PER THE FOLLOWING: MULCH SEEDED AREAS WITH Mn/DOT TYPE 3(MCIA DIAMOND OR APPROVED EQUAL. ONE TREE PER 50 FEET OF STREET FRONTAGE: 118 TREES REQUIRED am a duly Licensed Ln CERTIFIED WEED FREE MULCH AT A RATE OF 1 TON PER ACRE WITHIN 48 HOURS OF SEEDING. 4. INSTALL 4-6"DEPTH SHREDDED HARDWOOD MULCH AROUND ROOT SAUCER c0 ) OF ALL TREES ISOLATED FROM PLANT BEDS. 5,908.0616 FT/50 = 118 TREES LANDSCAPE ARCHITECT under MULCH SHOULD THEN BE DISC ANCHORED TO KEEP IT FROM BLOWING AWAY. the laws of the State f 5. PLANTING SOIL SHALL CONSIST OF 1:1:1 SELECT LOAMY TOPSOIL, PEAT O 5 TREES PER ACRE OF DEVELOPMENT: 208 TREES REQUIRED MINNESOTA � of SEEDING SHALL APPLIED FROM APRIL 15- 20 OR EPTEMBER 20-FREEZE UP.IF MOSS, PIT RUN SAND. 41.56 ac x 5 = 208 TREES HYDROSEEDING UTILIZE APPROXIMATELY 500 GALLONS OF WATER PER ACRE.REFER TO 6. COMPLETELY GUARANTEE ALL WORK FORA PERIOD OF ONE YEAR BEGINNING MN/DOT SPEC 3884 FOR PROPER INSTALLATION OF HYDRO-SEED.ALL NATIVE SEEDS USED ON AT THE DATE OF ACCEPTANCE. MAKE ALL REPLACEMENTS PROMPTLY(AS 416 TOTAL TREES REQUIRED MARK KRONBECK,PLA,ASLA o THIS PROJECT SHALL BE CERTIFIED TO BE OF MINNESOTA ORIGIN BY THE MINNESOTA CROP PER DIRECTION OF OWNER). 416 TOTAL TREES PROVIDED 2T IMPROVEMENT ASSOCIATION(MCIA).SITE TO BE PREPARED BY LOOSENING TOPSOIL TO A 7. ALL MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN 1-25-19 26222 MINIMUM DEPTH OF 3 INCHES.THE SITE TO BE HARROWED OR RAKED FOLLOWING SEEDING, STANDARD FOR NURSERY STOCK,AMERICAN ASSOCIATION OF NURSERYMEN. Date License No. AND THEN PACKED USING A CULTI-PACKER OR EQUIVALENT.SEE MNDOT SEEDING MANUAL 8. ALL TREE TRUNKS SHALL BE WRAPPED WITH BROWN CREPE TREE WRAP. O FOR REFERENCE. APPLY WRAP IN NOVEMBER AND REMOVE IN APRIL. S 9. CALL GOPHER STATE ONE CALL AT 651-454-0002 FOR LOCATING ALL OUALITY ASSURANCE/CONTROL E MAINTAIN SEEDED AREAS BY WATERING,REMULCHING AND REPLANTING AS NECESSARY TO UNDERGROUND UTILITIES AND AVOID DAMAGE TO UTILITIES DURING THE ESTABLISH A UNIFORMLY DENSE STAND OF THE SPECIFIED GRASSES UNTIL ACCEPTED.ANY COURSE OF THE WORK. AREAS FAILING TO ESTABLISH A STAND SHALL BE RESEEDED,REFERTILIZED AND REMULCHED 10.MAINTAIN ALL PLANT MATERIALS, INCLUDING WATERING, UNTIL THE TIME OF BY DATE WHENEVER 70%VEGETATIVE COVER IS NOT ACHIEVED.RESEEDING SHALL CONFORM IN ALL ACCEPTANCE. RESPECTS TO THESE SPECIFICATIONS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE 11.COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. DATE ISSUE .� WORK AREAS RESULTING FROM EROSION AND/OR EQUIPMENT. THE CONTRACTOR SHALL 12.STAKING AND GUYING OF TREES OPTIONAL: MAINTAIN PLUMBNESS OF TREES 1-25-19 CITY SUBMITTAL REPAIR DAMAGE,INCLUDING REGRADING,RESEEDING,ETC.AS NECESSARY,BEFORE SIGNIFICANT FOR DURATION OF WARRANTY PERIOD. L DAMAGE OCCURS. 13.BLEND AREAS OF CONSTRUCTION LIMITS AT PROPERTY LINES. ur 14.CONTRACTOR TO SUPPLY DESIGN AND INSTALLATION OF AN IRRIGATION PLAN REFER TO MN STATE SEED MIX MANUAL. WITH 100%COVERAGE FOR DESIGNED SOD AND SHRUB AREAS. SOD AND SHRUB AREAS TO BE ON SEPARATE ZONES. USE RAIN BIRD OR APPROVED EQUAL. INSTALL SEPARATE METER FOR IRRIGATION SYSTEM.COORDINATE WITH G.C. PROVIDE RAIN SENSOR AND INSTALL NATIVE SEED AREAS ON SEPARATE ZONES. IRRIGATION RUN TIMES IN SEEDED AREAS SHOULD BE �p REDUCED FOR THE ZONES SHUT DOWN AFTER THE FIRST 2 YEARS OF ESTABLISHMENT. O 15.SWEEP AND WASH ALL PAVED SURFACES AND REMOVE ALL DEBRIS RESULTING FROM LANDSCAPE OPERATIONS. 16.GENERAL CONTRACTOR SHALL FOLLOW THE COUNTY/STATE SOIL&EROSION CONTROL SPECIFICATION FOR DISTURBED AREA STABILIZATION. /� PROJECT TEAM DATA DESIGNED: MPR O °N�'Vw` ` "� DRAWN: CKS x CIS\J0 P PROJECT NO: 218-0165 0Vk P�OF°R 33 10 SHEET 33 of 33