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Home My WebLink AboutBentley Village lPreliminary Plans ALLIANT GENTLE Y VILLA GE 733 M ENOI O arquuetteette Avenue Suite 700 Minneapolis,MN 55402 LAKE ELMO MINNESO TA 612.758'3080 www.alliant-inc.com a sMO DEVELOPER PULTE HOMES 7500 FLYING CLOUD DRIVE PARK SUITE 670 EDEN PRAIRIE,MN 55344_ PH:952-229-0722 CONJ TACT:PAUL HEUER EM.Paul.Heuer@PulteGroup.com i __ " CONSULTANT m — i J ¢ �r 4y L o l ALLIANT ENGINEERING,INC. 733 MARQUETTE AVE PROJECT t SUITE 700 LOCATION MINNEAPOLIS,MN 55402 BLOCKS 0 sTgFeT g x :b r„" a PH:612-758-3080 sz s.se sy FX:612-758-3099 ENGINEER BL°CK 3 a, MARK RAUSCH � LICENSE NO. 43480 F_ EM mra sc 11 ant nc com U 1 -1 . m e s zs ae a zs zs za x3 h@a °• _ SURVEYOR - ' s s: ,.,„,.� s �«r✓$ s .ate 6 au_ 4 6 3 s� 5 - ,,.� mA Q € B" + . DENNIS B.OLMSTEAD W ,zy,m.y.x„ ,°,y..,3 s or.m. y,yo zs rn v `v z,.°.,z. z3 ii i,za ,s."v °.w.. � � � ., / I P''w� tl a s'P� � 's R'3 � �,�� r- �II @ � � � �"„ Q O \\ BLOCN 1 - R a' 6 .. y, ® r ir. n "wss LICENSE NO. 18425 C3 o a ,, B°:• P ° n,m � EM:dolmstead@alliant-inacom In � LU LANDSCAPE ARCHITECT > a = > Zin N R LL MARK KRONBECK J 0 pC LICENSE NO. 26222 w W N VICINITY MAP EM:mkronbeck@alliant-inacom Z W > I W Y 0 v a. __,x0!� NOT TO SCALE 4 - .. II I I III 777 certify that this plan, \` \\ preparediion,o m e report w 1 i prepared by si or under y r I ——/——- am direct, that I u - _ HuosoN eLw N nr.om� _ — PROFESSIONAL ENGINEER under— — a duly Licensed _ _ the laws of the State of o — - -- --- MINNESOTA 0° 0 0 100 200 400 MARK RAUSCH,PE 0_ 1-25-19 "'.D 0 SALE FEET SHEET INDEX NO. DO}e en5e" 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 o EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 19 ON�-� 00 SANITARY SEWER AND WATERMAIN PLAN 20-22 �EN\Ew A o STORM SEWER PLAN 23-25 FOR A A�N' G ON 'C� PROJECT TEAM DATA N TREE PRESERVATION PLAN 26-28 ` GONS1RU DRAWNED SIL X TREE INVENTORY 29 FOP PROJECT N0: 218-01 IL LANDSCAPE PLAN 30-32 N01 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 l/ coR.SEC.34, 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 Minneapolis,MN 55402 l 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. seconds East,along the West line of said Section 34,a distance of 472.55 feet;thence North 89 degrees !.w 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 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 I _ 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). )v - N89`5732"E 131591 `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. \ ,5 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 O'vO 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 .,. 5A 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 0 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 wRr 10 OUTLOT a 1S 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 5T LR 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 ,^ RID: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 7 . .. v r 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 `- 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 ^ (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 , ^_ v _ 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 HuOsoR 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 Ld 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# I on, a duly Lice sed � AI LOT BLOCK OWNER SAVONA 4THADDIHON 12 6 ULSKA BRIANI&EUZABETH SAVOVA iIi I:A.).)"I::V 1 fi VOS�I.Ilil R Land Surveyor under the laws of 3OLLD_R'OVJS OULCTG CITY OF LAKE ELMO SAVONA4THADDITION 13 6 VUE TOU F&SABRINA YANG SAVONA 3RC ADD-ION 2 6 MILES M'CH&DTE'✓ the s#a#e of Minnesota. ,D 1O CONDADDETION 14 1 CREAHVEHOMESINC SAVON-ADDIDON 5 7 NOVAKIASON&-WINE SAV - N 3 6 :V 1 t:!i ONLSPORTEL 6 LEGEND l c lLL R JVJ„_CONDADDITION 13 1 HART THOMAS&TONY HANSEN SAVONA4THADDITION 6 7 US HOME CORPORATION SAVONA 3RD ADD I N 4 6 FR Z KRST N&0-N OI, ...12 V.)>>.C OND ADDITION 12 1 OP4 BOULDER PONDS LLC SAVONA-ADDIHON 7 1 US HOME CORPORATION SAOVA i'.A.).) V 1 ] I I •.M M 1+ DENNIS B.OLMSTEAD,LS �//c, 3OLLD_R'ONro _CDNDADDITION 11 1 BERG DANIEL R&GAYLE SAVONA4THADDITION 8 7 PETERSON KELSEY&MITCHELLA SAVONA 3RD ADD-10 N 2 7 ME ERHOFER R-RT O CONDADDImON 10 1 WINTER DEANA&MARYP SAVONA PRO ADDITION OUTLOTB ON OF LAKE EIMD SAVOVA i' IN 3 7 M -I I :v!i SANL 1-25-19 18425 c 9 SET CAP IRON MONUMENT 18425 c GAS Date License No.O_ 3LLLL_R OVJ,S_CONDADDITION 9 1 MACHADO EDUARDO&LISA SAVONAMDADDITION OUTLOTC CIW OF LAKE ELMO SAVONA 3RC ADD-ION4 7 THE SR CHARDI&DAVEA • FOUND IRON MONUMENT D SANITARY SEWER IOI.II:I: CONDADDImON B 1 ICREATIVEHOMESINC SAVONA PRO ADDITON OUTLOTD SAVONA TOWN HOMES HOMEOWN ERS ASSOC SAVON-N)AI:I:II ON OUICTE .. : O::OASSOOATION ' FOUND CAST IRON MONUMENT - STORM SEWER W/FLARED END 3OLlO_R'D-L-)NDADDITION 7 1 CREATIVE HOMES INC SAVONAMDADDITION OUTLOTE SAVONATOWNHOMES HOMEOWNERSASSOC SAVOVA 2NDADDIT OV 4 8 fl'<_l KV^EI&.AMEI QUALITY ASSURANCE/CONTROL O SA`.'DVA<IH A.).)II�N OLITLOTB CITY OF TAKE EIMO SAVONA PRO ADDITON OULLOTF SAVONA TOWN HOMES HOMEOWN ERS ASSOC SAV 1)V A J N.)A 111111 OV 5 5 VS&ANABMSANTIAGO O ♦ FOUND MAG NAIL I WATERMAIN ^110�""'^O R WATER VALVE FIBER OPTIC OLITLOTC CITY OF TAKE ELMO SAVONA PRO ADDITON 8 1 US HOME CORPORAHON SAVONA 2N D ACCIT ON 4 6 103E VI L-AE_`:i BY DATE SAVOY-THADDII JV OLJTLDTD CITY OF LAKE ELMO SAVONAMDADDITION 7 1 SHAN LEY ROBERTJ&KRISHNT SAVONA7N.)AI:I:II 1), 5 fi IAVM iI V)MI[ A.,.-&LYNNM ® TELEPHONE BOX ou OVERHEAD UTILITY S A VONA 41 H A.).)I I IN 6 4 US HOME CORPORATION SAVONA PRO ADDITON 6 1 LEONERJAC08 W&KRISTEN A BERLEISON SAVONA 2N D ACCIT ON 6 6 FAM MAR AV V&GANG DATE ISSUE .� CD SANITARY MANHOLE E UNDERGROUND ELECTRIC SAVON-THADJII JV 7 4 US HONE CORPORATION SAVONAMICADDITION 1 2 LANG HARRY D&ROBIN S SAV OVA 7N.)AND I ON 7 fi 6ni 1111nI�V -1I 1-25-19 CITY SUBMITTAL - N O CATCH BASIN X FENCE S A VOVA<IHA.).)II 2% B 4 US HONE CORPORATION SAVONA PRO ADDITON 2 2 K TUTINBLAKE&KELL SAVONA2NDADDITON 8 6 ':VIL_ET MI-CNE_LS&AJRENL POWER POLE -II CONTOUR PER FIELDWORK/LIDAR SAVON-THADJII JV 9 4 US HOME CORPORATION SAVONAMDADDITION 3 2 ROTH BRITTNI&RYAN SAVOVA OUTLOTC AV::NAN.I::HBOR OINA-3CIATION > '- GUY WIRE ---1002--- CONTOUR PER RECORD PLAN S A VOVA<IHA.).)II 2% 10 4 US HONE CORPORATION SAVONA PRO ADDITON 4 2 GIDDINGSCHRISTOPHERI&NICOLED SAVONA OUTLOTE SAV�NANE�NBOR-OTC ASSOCIATION SAVOY-ON JV 11 4 USHOME CORPORATION SAVONAMDADDITION 5 2 HUYNHTAM&BANGTRINH SAVOVA OUT IT t� .. '. ) .. ® FIBER OPTIC VAULT EDGE OF WATER S A VOVA<IHA.).)II 2% 12 4 US HOME CORPORATION SAVONA3RDADDIPON 6 2 HALVERSON IESSICA R&MATTHEWA SAVONA 6 2 NA D EN NL H 0 LAS&MA 1v a NEUMAN FIRE HYDRANT CONCRETE SAV(VA,.IIIAJJII OV 13 4 US HOME CORPORATION SAVONAMDADDITION 7 2 DAUGHERWERICM&ANNE SAVOVA ] 2 nt-J v ::VMvi&Av-ONELAOPOPTELECAN-NGUYEN DD UJ lY, LIGHT POLE S' O ,4 A )II 2% 7 5 US HOME CORPORATION SAVONA3RDADDIPON 8 2 US HOME CORPORAHON SAVONA 8 2 RI ED PALLA&( 1- L O d SIGN SAV(VA,IIIAJJII OV 8 5 US HOME CORPORATION SAVONA 3RD ADDIHON 9 2 BERSIEIOANL SAVOVA 9 2 TA .KM t:..rLLEL BITUMINOUS -ON„4TH A.).)I12V 9 5 US HOMECORPORATION SAVONA PRO ADDITON 1 3 DEGNANTERRY L&IAMFSR NEWKMN SAVONA 1 3 MAIESKI VA'T E &KA- RVEA ® WELL SAVOY-THADDII JV 10 5 US HOME CORPORATION SAVONAMDADDITION 2 3 THORMARCT&DIANEL SAVOVA 2 3 AYAIIA'-11-1 ED ® STORM MANHOLE - GRAVEL SAVOVA41HA.).)II IN 11 5 US HOME CORPORATION SAVONA PRO ADDITON 3 3 BURNSVOLDDEAN&R0881N SAVONA 3 3 BEYTIEN BRADLE". p ® CURB STOP SAVONA'.III ADJII ON 5 1 6 IUS HOMECORPORATION SAVONA 3RD ADDIHON 1 4 LEONARDRUSSELLF&JUDYA SAVOVA 4 3 DAH.VAN'.)AN&.0.)" PROJECT TEAM DATA N B MAIL BOX (_Yw1. TREE LINE SAVOVA4THA.).)II OV 6 fi US HONE CORP O RATION SAVONA PRO ADDII 2 4 PATEL HARESH R&SWAHH SAVONA 5 3 SIMOVI-SS CA.&JOHN Oj CHECKED: PG, DIED SAVOY-THAJJII OV 7 6 US HOME CORPORATION SAVONAMDADDITION 3 4 DEEB CAROLYNA SAVOVA 6 3 ESHI I VA N NA N I.�K K..s l010.57 IV DRAWN: ORE X LIN X TOP OF EXPOSED GAS PIPE SA`.'OV;,<IH A.).)II�V B 6 ATIENZA ILLUMINADA&RANDOLPH SAVONA PRO ADDITON 1 5 -INIQUIST NOAH&EINTTANY SAVOVA 7 3 RAN G=LLB INL&KAT-_E=N 1= TP17730 TREE W/TAG NO. PROPOSED DEVELOPMENT LINE S AV O N A'.I I I A J JII OV 9 6 US HOME CORPORATION SAVONAMDADDITION 2 5 DENIM I NG JEN NI HER L SAVOVA 1 6 EVEIi VAT- ✓J KAVVI PROJECT NO: 218-0165 O o TREE SAVOVI,4IHA.).)II OV 10 6 SUBRAMANIVISWANATH&RENUI(ADEVISUYAMBUNATHAN SAVONA PRO ADDITON 3 5 BORDERS-ROBINSON ANGALA a&AARON ROBINSON SAVOVA 2 fi KOWAI SKI VI IIAI.A&KA I.RY oIo57X GROUND ELEVATION SAVOVA'.IIIAJJII OV 11 6 US HOME CORPORATION SAVONAMDADDITION 4 5 ARNTIODY V c (R)PER RECORD AS-BUILT c 3 O SHEET 2 of 33 / $ V X r a 3oIBIN /976 az�) Y x a ua hZd� ®�s a39'k c. .211L� G _ NITI., \� ALLIANT O -,\7, I I , EMa1MEEa1Ma SII p 1 II \ X/ ea a qai lal IM 9a 3q( / \ / I1i 11 iXi 1 I I �1111 V-I \ EXIT 9 733 Marquette 7 Avenue " v O e r 6�°�gA �s�9J6' � Suite700 TT , ,�� +xis �Io',A Minneapolis,MN55402 - �)v tiµ° v i + P'O D 9 s 39 612.758.3080 \) MIooN3 i 11/ �Nvoozs los� \\VI AL�\.�__' �) A IIII III/ h I n ra r. 1 N I v9s3 eo E ST o 3 / �9ta I,y i - - r,1 _ �w s 2 ��-�� v aU D -`> 'L /, - �I,1 N �1D26.D ; a// NAEIN v�v R N �_ _ /� ,IIII - ��Vvvv� I �, .. 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R x1026.13 IN 989 94(E) \/ / cc /746 �74s X1019.28 Z X1011.35 X02033 � IN 98974(6) cc \ r- r- r ON4 XIC22.aD X1002.3 XI006.JD C 1743 ] 1018 F F �v I 1 , 30- }0 �` X1021.64 4�v, c 7 _ \/ _ L '^ i'06-J4;/ 01765 X0B \ \ 0 �_ , c `X02 r v t X021.45 X 5.3 rp07- X102L03 /t x999.5 I t'� 1%1 / V! ,,¢I XI00 19 /739 \ \ LLI X1olosa xi 1/ X1oo1.27 x1F1 T c'/^� X07.2 XI009-2 XOo29 IX06.63 XI02C4 �XI022 x101916 X10 S8 4I o7 U -/ = V! / 101L81 XD0.86 `/ rX 09.15 X6752 L �` XO / 'n °y X1016.8074 X \37 XI016.40 \ ---- NF INl I 5 5 :1020.85 o 1013LOWE .91 9450 HUDSON BLVD o X1oz1.3a _O �0 I5.0- DPi nro SEC. 4 b xIOIO.14 u5rvX10 a > XIo1e 7a X1ole.ss P NE X1on.J3 AWNS R:SDP ALA GEE L LC X999.3a b WNER: DPS-LAKE E MO,LLC 10 Os X1019.3a p\ \ X10o9.1e 3 ID: 3402921340006 i 2 3 029 14 00 yyg4X99859X99s53 X99 Wro 66 bzp - A] A X10105 X1009.PC 1ola Sz X1oz6s ,I o19. wo16.5z x,a6Jo x1016.9s wolan xo19.v xlona' O" \ 'x'13 5 2I11I(P 0/7366 WIEOFENCE, \ \ X1009.66 x1009 x101098 ry I II TPROPOSED DEVELOPME T LINE XI019.45 X996. wZ _ zo'ersT xNwaTCRMAN s - d I Xlozo. _ �+w6 n FP3oP.i TR L x1 i \ 1T a.N9 __ x S89°5357"W 1314.35'� sTOeinv�.--` I �00=�'31 \a6 968 X1 J.oa �\ _ Z X1oo9.4s OPOS D DEVEL T LINE - J O N _N _ 101 z.9 _ - _ 00 ^. E - a w3 J-29 X10oe.e9 i, ` �'40'S.76 1324.76 ` ]-� Z /1 w j 0 019.00 V l I 173s _ 9=836() �� S 85 �a.5� / - FT F, _ - - - 89°53 57-W 9�I.35 rC,1a15.2i\i I 4.76 987 96 a g > Q X9929] 1/ S8 °5 'S Poe. uNE'x x z.1991 9 x99244 9 Z IN 17 X009.J2 / x1009.56 XI010.99 X1019.08 xID8.99 E.-TERM- �� )(\/\/� } III r y4 333. \ X00 XO 3 1016.69� /ap RM 101675 fiT X03.35 x X10154] 99) a'\ /�,� X9928'99'46 x99o.48 + W c I N _ 0fi x1020.32 iNv 988 D(N)J 1 98e -_- \ x.U.86 xlon.m aaso(S) Ili 3e(E mIz/ ��0"c 990 / ��` w J ae 3o(E) _ 11 wmzss X1ou.16 _ _ -� �.. � x9a9.27 �- W LUI LJ,J _� N 32�0 _\` c7 �Nv 11 1 �_ 1 � 7 a Y o r 2 / I -� ww 1 t I I m J d W � - 6 STOIE A., o as o0N0a+' h Mif 1 f fhi \ I I w plan,eor repor#was pre red e6y, Io28 a n z ra g + pa e tr r o ya\ under myhd'duly supervis'on y BUILDING /d/I > � � 1_Nc \oo» 9e w 0 z� ____ _ \ wa m\ \ - � - ' � � 3 _0 3 and iha# I a a duly Licensed N \ \ - ---PROPOSED DEED DIMENSION - j LL Land Surveyor under the laws of LI W.333 O BY OTHERS - the #ate of Minnesota. -_ LEL _ �r/1 p o = 1 If x LIJ� \ 34 111 N DO WITH NN R.O.W.ALINE Z.n o o w DENNIS B.OLMSTEAD,LS Cm a ,- '�� \ W CAPPED WELL OF HWY NO.2/2 ¢a O 1-25-19 18425 p N m \ \ _ 1 h wry UNCAPPED �� 1 Date License No. 6'CHAIN-LINrc-� ` /--s'cHaw-uNlc S 1 \ a 1 1 1 QUALITY ASSURANCE/CONTROL \ Ito FENCE X X�`�( 0 \r, s 12 WEST of PROP. \ U A LINE PARALLEL WITH FD//Z.1P FEN 9242 HUDSON BLVD N-- X \4a 25 2 E.LINE OF W 112 OF 15.5i= S89°$Q'16"Irt/ BY DATE PID: 3402921340004 1 SE 114 OF SEC. 34 1 OWNER: GATSBY INV I LLC o \ \ `.1 1 _ 200.00 DATE ISSUE 9730 HUDSON BLVD N 1-25-19 CITY SUBMITTAL I� ^ \ \ g - 1 X �L� PID: 340292143406 OWNER: ALWI \ \ \ _ N.LINE OF UNCUT R.O.W. �� 1 0�n C LC ETE aacH -a , 1\\l_SIz'48'OS" I 30 3o lr'y N840.007£PROPOSED DEED DIMENSION 1%i- PLAT N0.H2-43 7// / WETurvDv 99L 6 \ e��G rvc FRE AN'ourvoaT ON p _200.00 z \ BY OTHERS // \ p^ ry I - - - ON �-LS 43933 30 x40 ,ENV 994.1� � 44.Ss W i� I� 1 1 I c_ m ® 43 33 Bo €e rse Nv 99 9 8�68 I N.R.O.W.LINE OF I� - d -_ s Ls43933 ° S89°7�12'W 1 75.94 , _ - I NwrNo.2l2 I—IIP BfaiHll4 ` gl"Cup 1 i HUDSON= ILVID N (YAlttA6LE'.w+nTu} � PROJECT TEAM DATA o i N - - - - - - - - - - - - - - - - - _ T - - - - - - - _ _ - - _ - - _ CHECKED: PG, DBO X RI DRAWN: ERE S89°53'I PROJECT NO: 218-0165 230.61 S.LINE OF E I/2 OF W S I/4 COR. SEC. 34, T.29,R.2l S.LINE OF W I/2 OF SW 114 OF SEC. 34, v� SE 114 OF SEC. 34, T.29,R.2I ro --- (SW coR. w l/z 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 LU Q - z \ \ a-,�/ ALLIANT ENGINEERING j I 6o7 �202 2 733 Marquette Avenue Suite 700 / g 43e}3 N Minneapolis,MN 55402 y l fio i" L \ 6o�o/Y �\ 612.758.3080 / 9" www.alliant-inc.com \ 6 p91 m. s a3033 S I oo / �_ v \ \ I �4 nT� / 11 12 13 14 F_ EXISTING PERMANENT AND 9Q 10 '< ((/ TEMPORARY EASEMENTS TO 2 C�1 8 9 LL \ i \ \ / BE VACATED, SEE SEPARATE / 6 7 VACATION EXHIBIT / \ , N89°55'$21, 2\ L=55B.56, j \ \ / . �-so_ \\ 9� \ 2 3 4 J I O Is m \ \ "-AGREEMENT AREA PER o \\ \ \\ DOC.NO.4076835 19 is v 16 1s L J -� OUTLOT F --t \/ // \ 6 S �- zz ,P 21 2 0 ID 112- \\ \\ T ET N� \ 31 S THE / 30 23 s34ez BLOCK 5 s1 sz s3 54 ss s�°s \ / / _ �� J 29 / �m \ 56 57 58 59 00 907., \ EXISTING PERMANENT AND r \ \ 28 / �\ o``--SSW ONA ounor F, t FTEMPORARY EASEMENTS TO / 'o24 snvoNA\ \ \ - _ 1BE VACATED, SEE SEPARATE °- 27 \ 25 X\ 2 3 / VACATION EXHIBIT I �' 26 / 1112\ \ / \/ 2425 / 10 �/ \ \ ROq�A 4 PU LIC ROADWAI0 /EAEMENTPER�OC. 22 / B 27 / �NQ`40077oz O 00'\ 8 L= 06,7-1'-R 1329 N g =68°21'23° vLE2014\ \ 18 17 16 15 1 / � RIAO 19 3 44 I I Ol11TL0 G\\ 14 13 12 \\\ \\ / 12 13 i 5TH STREET N // 16 17 18 / // 3 4 16 I I 3 0 " 43 I 11 \ 1a 15 15 / 2 BLOCK 3 - o 10 J 9 8 � N \ 17 18 E- -I 1112 / / 18 1 1 33 Q J w~ BLOCK 6 7 6 \ \ 19 20 9 lU / / OUTLOT D 19 34 F Q mq I O 41 \ 1 21 OUTLOT C 8 / / (wi," w 40 \ o 5 4 \ \ 22 OUTLOT E C ?� \ \ �m 3 7 / ` 20 35 0� G LU > cc 2 \ 23 / \ 3 0 39 I OUTLOT H //�� 29 28 27 26 25 24 23 22 21 / / 36 �\v 38 \ wm �- n - / , \ 24 I I 5 6 / _ 37 �I Q \I F \YI\l l \ 25 30 30 4 3 /A \I\I i /, / I \I F- V� \ 3 v 38 wM 1 I\ ` \� - - - - - _ / / 26 I I 2 / 63 - - - - _ - / OUTLOT B o v 0 36 _ g 8 27 a 1 / / 66 65 \ J W ILLNDLU \ R \ 7 6 \ / \ ROADF / / 39 0 a\ \ N LINE OF S. 675.00 FT p w V \�9 \ �.�� OF E I/2 OF SW I/4 OF PO \ 67 - - - - - - 40 w L a a 35 SEC. 34 i 5 68 41 3433 - - - 4 \ // 69 62 61 42 I \ / Ld Ld >' Cn 32 �6 \\ 12 11 lU 3 \ / 70 60 59 HH 46 45 44 43 Z o 31 30 29 " \ 27 26 2s 24 23 22 21 20 19 18 17 16 15 14 13 R1 1 G / 71 OUTLOT A >OUTLOTI \ \ OUTLOTF 1 4 Ro" u_ >_ Z Z _ BLOCK 1 _ LU o _ _ N \ \ BLOCK 5 S89°40'I 1324.76' J N89°53'I 1314.35' -tSO°06'3'I W 15,85' H w J J -PROPOSED D U EASEMENT PROPOSED DEVELOPMENT BOUNDARY o _ \ PROPOSED D/U EASEMENT ___I /- I_-J / Z w LU LU � I \ PROPOSED DEVELOPMENT BOUNDARY m � a a EXISTING D/U EASEMENT 77,certify that this plan, peci fi ca}i on,or report was o _ UTILITY EASEMENT s L prepared er me under my direct supervision and that I 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 O VV1 PROFESSIONAL ENGINEER under ((``,,11 the laws of the State of DO 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.G4 B1-L67 1,951 0.G4 B2-L18 1,836 0.G4 B3-V 1.951 0.04 B3-L29 1.951 0.G4 B4-L22 1,951 0.04 BS-L16 1.836 0.04 BS-L3B 1,836 0.04 B6-L1 1,951 0.D4 OUTLOTC 67,4115 1.55 FOR 4 �1JCJ� MARK RAUSCH,PE B1-L2 1,836 0.04 B1-L24 1,951 0.04 B1-L46 1,900 0.G4 B1-L68 1,836 0.G4 B2-L19 1,836 0.G4 B3-L8 1,836 0.04 B4-L1 11900 0.G4 ea-L23 1,951 0.D4 B5-L17 1,836 0.D4 B6-L39 1,836 0.D4 B6-L2 1,836 0.D4 OUTLOTD 91,796 2.11 0_ A v 0 1-25-19 B1-L3 1,838 0.04 81-L25 1,836 0.04 B1-L47 11951 0.04 B1-L69 1,836 0.04 B2-L20 1,836 0.04 83-L9 1 4-L,836 0.04 B2 1,788 0.04 B4-L24 1,838 0.04 BS-L1B 11951 0.04 B5-L40 1,838 0.04 B6-L3 1,838 0.04 OUTLOTE 57,806 1.32 � t FOR C/ Date Licensee No.No. G B1-1_4 1,836 0.04 B1-1_26 1,836 0.04 B11-1_48 1,836 0.G4 B11-1_70 1,836 0.G4 B2-1_21 1,951 0.G4 B3-1_10 1,836 0.04 B4-L3 1,788 0.04 B4-1_25 1.836 0.D4 B5-1_19 1,951 0.D4 B5-L41 1,951 0.D4 B6-1_4 1.836 0.D4 OUTLOT F 151,70D 3.48 QUALITY ASSURANCE/CONTROL B1-L5 1,951 0.04 B1-1_27 1,836 0.04 B1-1,49 1,836 0.D4 131-171 1,951 0.D4 B2-L22 1,951 0.D4 133-1.11 1,836 0.04 B4-1_4 11900 0.G4 B4-1_26 1,836 0.G4 85-1-20 1,836 G.G4 B5-1_42 1.951 G.G4 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 1,90D O.Od B4-L27 1.836 D.D4 B5-L21 1.836 D.D4 B5-L43 1,836 D.D4 B6-L6 1,951 D.D4 OUTLOTH 53,142 1.22 LEGEND. BY DATE 0 B1-L7 1,836 0.04 B1-1_29 1,951 0.04 B7-151 1,836 0.04 B2-L2 1,836 0.D4 B2-1_24 1,836 0.D4 B3-L13 1,900 0.G4 B4-1_6 1,788 0.G4 B4-L28 1961, 0.G4 B5-1_22 1,836 0.G4 B5-1_44 1,836 G.G4 B6-L7 1,836 G.D4 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 1-25-19 CITY SUBMITTAL LOT LINE N B1-1_9 1,836 0.04 B11-1-31 1,836 0.04 B11-1_63 1,951 0.G4 B2-L4 1,836 0.G4 B2-1_26 1,836 0.G4 B3-1_15 1,788 0.G4 B4-L8 11900 0.G4 B5_1_2 1,836 0.D4 B5-L24 1,900 0.G4 B5-L46 1.951 0.D4 B6-L9 1,836 0.G4 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.G4 132-1_5 1,836 0.G4 B2-1_27 1,951 0.G4 B3-L16 1,900 0.04 B4-L9 1,900 0.04 B5-L3 1,836 0.G4 B5-L25 1,788 0.G4 B5-L47 1,900 0.G4 136-110 1,951 0.04 ROW(D,E,F) 155,207 356 EASEMENT LINE O B1-1_11 1,900 0.04 B1-1_33 1,836 0.04 B1-1_55 1,836 0.G4 B2-L6 1,951 0.G4 B2-1_28 1,951 0.G4 B3-1_17 11900 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 0.04 ROW IS 32,278 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 1,9D0 0.D4 B2-L29 1,936 0.D4 B3-L18 1,788 0.04 B4-L11 1,788 0.G4 B5-L5 1,951 0.G4 B5-L27 1,900 G.G4 B5-L49 1,788 G.G4 B6-L12 1,788 G.G4 0 SET GAP IRON MONUMENT \p TOTAL 1,811 A30 41.58 O B1-113 1,788 0.04 81-1-35 1,9G0 0.04 B 2-L30 1-L57 1,836 0.04 B2-L8 1,788 0.G4 B 1,836 0.G4 B3-119 1,788 0.04 B4-1_12 1,900 0.04 135-1_6 1,900 0.D4 B&I-28 1.91 0.D4 B5-L50 11900 0.D4 Bfi-L13 1.788 0.D4 DO N B1-L14 1,900 0.04 B1-1_36 1.788 0.04 B1-1.58 1,951 0.D4 B2-L9 1,788 0.D4 132-1.31 1,836 0.D4 133-1.20 1,90G 0.G4 B4-1_13 11951 0.G4 B5-1_7 1,788 G.G4 85-1-29 1,788 G.G4 B5-1_51 1,945 G.G4 B6-1_14 1,9G0 G.D4 OJ B1-115 1,900 0.04 B1-1-37 1,788 0.04 131-159 11900 0.G4 B2-1_10 11900 0.G4 B2-L32 1,836 0.G4 B3-121 11900 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 0.04 131-1-38 1,91 0.04 B11-1_60 1,788 0.G4 132-1.11 1,951 0.G4 B2-1_33 1,951 0.G4 B3-1_22 1,788 0.04 ea-1-15 1,836 0.04 B5_1_9 11900 0.D4 B5-1_31 1,900 0.D4 B5-1_53 1,836 0.D4 B6-L16 1,836 0.G4 DESIGNED: MPR X B1-117 1,788 0.04 B1-1_39 1,900 0.04 B1-161 1,78E 0.04 132-1_12 1,836 0.04 B3-L7 1,951 0.G4 B3-L23 1,788 0.G4 B4-1_16 1,836 0.04 135-110 1,900 0.G4 B5-L32 1,900 0.G4 135-154 1,836 0.G4 B6-L17 1,836 0.D4 DRAWN: SIL PROJECT NO: 218-0165 aj B1-L18 1,900 0.04 B1-L40 1,788 0.04 B1-1_62 1,91 0.G4 B2-1_13 1,836 0.G4 B3-L2 1,836 0.G4 B3-1_24 1,900 0.04 B4-1_17 1,961 0.04 B5-1_11 1,788 0.D4 B5-1_33 1,788 0.G4 B5-1_55 1,951 0.D4 B6-L18 1,836 0.G4 E B1-1-19 1,951 0.04 B7-1-41 1,788 0.04 B1-163 1,900 0.04 B2-1_14 1,836 0.04 B3-L3 1,936 0.G4 B3-L25 1,951 0.G4 B4-L18 1,951 0.04 B5-L12 1,788 0.D4 B5-L34 1,788 0.D4 B5-L56 1.900 0.G4 B6-L19 1,836 0.04 4 C B1-120 1,836 0.04 B1-L42 1,900 0.04 131-164 1,788 0.04 132-1_15 1,836 0.04 83-L4 1,836 0.04 B3-126 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 G SD 100 200 81-L21 1,836 0.04 B1-L43 1,900 0.04 B1-L65 1,788 0.04 B2-L16 1,951 0.04 B3L5 1,836 0.04 B3-L27 1,836 0.G4 B4-L20 1,838 0.04 B5-L14 1,951 0.04 B5-L36 1,951 0.D4 B5-L58 1,788 0.D4 OUTLOT 3 180,480 3.88 O 81-122 1,836 0.04 31-144 1,788 0.04 B1-166 1,900 0.04 132-1_17 1,951 0.04 83-1_6 1,951 0.04 B3-128 1A36 0.04 B4-121 1A36 0.04 B5-115 1,836 0.D4 B5-137 1,838 0.D4 BbL59 1,900 0.D4 OUTLOTB 78,800 1.]6 SCALE IN FEET SHEET 4 of 33 \ \ \ \ I I I I L I \ \ A \ Z .. .,I I��J , \ \ i I N RE'j`SwNP ` ALLIANT / �OR �` \O'1 ENGINEERING ONgj\x 733 Marquette Avenue OwFOFI G Suite 700 o za eo 00 Minneapolis,MN 55402 612.758.3080 N89°55122"E .38' -�^ * �_ SCALE IN FEET www.alliant-inc.com \ \ 55g.56, / \\\ f\\�- d;p9o053jp000 \ I ,, LEGEND: o \\ \ \\ ��_AGREEMENT AREA PER 0 DOC.N0.4076835 _ / \ \ �^, --------- EASEMENT LINE pplte� ®o kill, \ - - - BUILDING SETBACK �" \ PROPERTY LINE j N89-55'22"E 212\60 \ L=271.02'R_1000,00• \ / / \ �T•y \ LOT LINE \ / \ ROW STL' \ - - - OUTLOT F •7 � � FOUND IRON MONUMENT I \\ \\ S87'04'15"E 123.00' STn 25.50 24.00' 24.00' 24.00' 25.50' RF / Q SET CAP IRON MONUMENT DRAINAGE AND UTILITY EASEMENT o / OVER ALL OF OUTLOT F \\ \\ ^ o o N 25.50579'Og'35••E 990p. \ FT \ 0 'V BLOCK `\ 51d 5Z 5- 5 5 50 7s, " 5C' S�' S � � �'7=• Ssos 00 - g h si6 ' z3.ss' za.00' za.00' z4.00' zsso' z o O h yo 25so ssss• ?? / �/ / G6'SE\S16 _ qo'o"S62 50 587'04'1s"E 121.06. 25.50 24.00 z o ^m '° 'ao 24.Op•'8e 9g \ 4?A \ l 210 s7s'09'3s" 2s.so' �, Q; g a h o• / h a° 26•,µ9 .00' SO•ryy \ /\�/\ L=204.62'R=900.0- _ ^•a' .0 1w 4i ^c yo o+IY JRS °0 00 �°O \ \ d=13-0,'35" 2 y. 4aGw ROAD sszs ] >Aso•o� veyo9 \ ytip0 \ h Ssss.Op?24 r� o ma yo ago9o� Ss°Sg0 \ / ss, ti \ p% \-�- - - s,,,, °o• L--4o495• ss.oO, s.s°? ti°j o 6,�, " so• C 224 / / /`EXISTING PERMANENT ANDPusu RanownY R, < a •o a o /� 2>• TEMPORARY EASEMENTS TO � 147. -d\272336<7.°°• h� 1Sp6s" zs �� ° 7``` � b 2s S� / BE VACATED, SEE SEPARATE \ENG�boo 702R Doc. I J \ °p 24.00 00' dog. Rcg S0= y°� n y S°, g, / W s8ss7'os"E 7s.so' za.00' 3s\ o z °j VACATION EXHIBIT _ I I V _ I 2aso' o• s6 °oo? , o S89.57'OS"E 76.50'� o 9,�, j ,o• L=906.7 gg 2S .h a a °= 2ti° oh 1 M o589.57'05�76.50'0 I \ \ \z z h N o za.00, wsg,o \ zst- v � b I2a.00' z z 2a.°°,zs \ \ sooa.os'2aCn \ µIµ�I h o \ 110 m y 2 o S69'S7'OS"E 76.5D' OIhTLOT G\\ N8 z4°8'.,W'.DD oo 4.Dpz 25,5°� tih 1 31 h \ 0\ Ss9%,F�4°°=" ' w n o \ \ ry b y so. N6 's o / s z s= 7s u> Aµ4 y s 2S o• \ s s• s90 sot h I h o s8 3, N o589'57'05 76.50'N zo DRAINAG�AND U ILITY EASEMENT 25,sp h 10 1 y ^ p 2q Ss�" \ \, yti� �,�14 3 ^y o SSO \`do25,4R�86°,0p• o Y z L L E p OVER ALL 0 OUTLO G 24 yh ;� 'Oo• /� ,S y29 y \31, 0 0 o b \ 'V6J• °p 2 hryN n`O y°j 1 ^ yo 2>°0 �30. \N \ 2gs0• h`Vro 15 y� ^y yo �7Ss0• S6O. W U7 N $80' 6°. n �ssss7'o� 7s.so'� NI \ 16'41"E �sso/ O aa.7a' °°' S z�° 0 2 56,. 24 h"17 ,� y� 2> F,2 - _ a a a ---- ° ° �y 9 0 °°. °, - - - In v> In \ N 2 �• o ro' J \ 2E. 2q h h 'V�8 3 h 2 O W \ N N ss? 0 8� ^ hb x" \\ z oo• y� My by ^°' b co, o' z S89's7'05"E 76.50 o o \ -a9 Nsg. ° ry o ]•� y' 0 2S \ 30°. 2s ro o ti°l y ° z J z_ 4s'0S„ 2a° .o m ^ y s°. Ns_ s°, hN yti M h' s N o 0 o a y o y ^ b so• O 'I BLOCK 6 W/47 N6. 2 `V O 6`4' '� 0 2? Sg. \ <"9 2S 0 0 h DRAINAGE AND UTILITY EASEMENT > a a N 41 'OS' °Sg. QOp? y°� Op. 0, 4.gS, SO• y`V y'S ^y o OVER ALL OF OUTLOT E z z NS89'57'O5 E 76.50' .00 y°' ^ yo 2Ro '23 \ do,0.Ro4J 2a ryo, ;` 1 3 O \ a I \ ZN 2 °° 5 ° s° ° S �2 OUTLOT E ILU - �(� o N r" 3°0• 2S 2`V m h°j ^ y0 2q0 sOO,240, NO h 3 J �sa9 s7'o�f 76.50' \ s _ 4h ^ yo zsso, m \ F z,° tim M yo so. I H W J J O• z W w w w o 3 w � _ \\ -moN m so• a, bh 2�� 'a. y dsz a oo• <�7\ °' ss/hdo y� oo.`xxs. Im W 73976.5D'ooS89'S OUTLOT H 1a' a a 3 3 o g I \ s0sg. N°p's 2c o a^ o0 16, /� ^o X s3•R 3 /yo-s ti° �6' °o•°F I I 38 \ DRAINAGE AND UTILITY EASEMENT o m ti »• 2 o s89'57'O5"E 76.50'� z I \ OVER ALL OF OUTLOT H 'H' o�W 24 2� .oh /ry `�"/ 7S N6 \ R9••S°\ �S o-"� 2 0° �;�� \ \ 2x 7 00• S 23 �o, O• S°2 0 6 O O 30 `NI hereby certify that this plan, _ 8 z 0', z 0.2 7'g„ > \ 'L ^� '1 O• O• I w 3o spec \ - - 0, ,o S 2� ry/ 4 4 2 \ 02g 2, ,�^ L 2 __ prepared ion, a re was 01 � 33 � \ �_ I. e_ I .. I. -t SO• h ^ yo °0• N•9g \d.S 4,\ 1x o y`7 O I n � y nl prepared by me or under my o S89'57'O57 76.50'0 o�//Y 3 �?' o?O °0• SS�2, 2 ^ °• (� direct supervision and that I I \ \ ^ Va p'I•/o S3• `/ y °, 2s..2 s 2 '7 GV��• O S __ am y u7 - o S \ . gd,ti° Y ^9 3 2S \ °O• s. °°� o y� 2.S a duly Licensed co _ ,,y p n o S°• �, o- ry °. PROFESSIONAL ENGINEER under _ \ \ `a0.P\ - /.EL°,Fn ^ ">8 h \ °°,2: y'S, 2�11 Q its laws of the State of O - °s' B2 \86.81' 418.31' 4=11'44'18" .S6 g ry n S89'57'S' 76.50' \B O O g 0, / o ro \ o r' °• �y�- - - - - - - - - - - - - - - l08 62 2 ^ "� ,3 h \ F r°o`' rj,� y0 MINNESOTA p�Q, N89'S3'S4"E 505.12' b' O / SS ry '� a' , 0 N.LINE OF S 675.00 FT 0� 0• °' '`y "i ^ 'I' '0 2: o-"o S 3' R O O� 2 SY '" O'S 'FR °9• ------- OF E 1 2 OF SW 1 4 OF 1�" z40 `V^' 6 `3 O`�S B29 O' O MARK RAUSCH,PE o� \ \ ---- / / , y Nsz. 'o• e N ay SEC. 34 RO6 327s,2q Oo, h� .h F-1 1-25-19 43480 'A' `/�'/ °p 0 N W 9g ?,g ^ 9'1-55 Q r `?S. %\ 'o °" 'i1: Date License No. ' \ N89'53'54"E 505.12' V7 g9 255 °' 'OO• S°, 'n�' Sd� •'7 �65 00• 2 `3e h°'O,00. - 1 - - - - - - - - - - - - - i_ �'S °0 SN 2� E J3,y \J3,. `)" e •y°!34 ° \ �� 3ez ti° s. A s ryy4 o�>ro QUALITY ASSURANCE/CONTROL 2SS0• ry„o0 ^° k0°2SS, S89'S3'S7"W 99.00' \ \ S89'53'57"W 99.00' S89'53'57'W 123.00' S89'53'57"W 123.00' S6 2N�° �`crn. �A10 �� SO A�hN�O �\ r 2xk ,0�`33 ° 25.50' 24.00' 24.00' 25.50' \ 25.50' 24.00' 24.00' 25.50' 25.50' 24.00' 24.00' 24.00' 25.50' 25,50' 2COO' 24.00' 24.00' 25.50' 2`' NNaI F Z '° mry 5�'°°O\��a Ro5953' IN89'40'22"W S89 BY DATE z oo. Kati 'o \ \\ - N`'m o �11 '$. `�s.°'ply°� ��6' °- \"s. a0.4j75 41.so' DATE ISSUE ,0`32 a < < i o a ^ NG2,S 1 1-25-19 CITY SUBMITTAL L 990.25 0,5 1 -0 9 $ M\ \ \ Q7 26 25 -4 -3 -2 21 -0 19 M U 17 16 5 �4 R q OUTLOT I S° 5' \ \ °.doo 2�99p0 OUTLOT F � Dq O o \ \ o `so. 0 1 't`� DRAINAGE AND UTILITY EASEMENT °• 0 0 o b \ \N o 'o 'ol a o z z z z z o o 'oz .yg5 5635 OVER ALL OF OUTLOT F `cs 0, \4�2q•/3p 00' NO'O6'3I E DRAINAGE AND UTILITY EASEMENT 25.50' 24.00' 24.0'0 25.50 N \ 25.50' 24,00' 24.00' 25.50' ut S g 27'• N894°22"W -r 25.50' 24.00' 24.00' 24.00' 25.50' z 25.50' 24.00' 24.00' 24.00' 25.50' z °• py -41.79 17 24 OVER ALL OF OUTLOT I \ �y � -I 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 1128.18' 5b.00' \ °J \ ` N89°53'57"E 1314.35' '-I SO°O6 RE 00 \ \ �� PROJECT TEAM DATA o \ PROPOSED D/U EASEMENT ----- -- N \ PROPOSED DEVELOPMENT BOUNDARY DESIGNED: MIL \ \ \ DRAWN: SL PROJECT N0: 218-0165 EXISTING D/U EASEMENT - r- -I- o \ \ SHEET 5 of 33 I // �`. / \ / ,P"q / 33' N ONLY � II / // j �3 6?2o A EwA` P� \ / / ALLIANT FOP `w A\``>, �N ------ I / / / NS 24,00' 2T0Q' 00, ENGINEERING RJ ' ' ` 25.50' 24,00' za.00' 25.50' N`. 733 Marquette Avenue POR Suite 700 o z5 50 0o N I I -- vG2 93 CQ� - o � 24p0 N �. 1 �2 3 4 - - Minneapolis,MN 55402 \/ o-3 cj g62-g2^ 6 34 4 0 N N 612.758.3080 r l L I L l i t l i,V C0� � D' 24 p0 1-10 �4.00' zs.5o' N www.alliant-inacom SCALE IN FEET I� -_ I �• \ 2 ��,, 255d NNw Ns, �� c° 25.50' 24.00' r - - i85'34'35"W 99.00' �O 00 SS NS '7 mm o+ So. 50 LEGEND: I I 4 -__------ EASEMENT LINE / \ / 8g�,k d°o ryV, oS.,.J �� so.40o 2p3�123 p0 \ - BUILDING SETBACK / \\ �k0° 2, oS. F s SO25`'° 2N6634 3,.32 I�.\R=1900' PROPERTY LINE \ �� / \ / 5� rys F s o, / 11500 A=50'37'45" I \v, \ \ / 2� 15 s s °ti55� W183542. L J LOT LINE `s0" / \\ / \\ so S'C� F ROW / '� ---y gy00 Is To 3p -R=19.00' •� / a ., FOUND IRON MONUMENT /\ / ,gyp• \ \ \ / ,�° F S 2d' C,2 R 9 0-66'4T47" O SET CAP IRON MONUMENT - \ 0° I 1 � / �O � \ / �yo \\ sss. �O e• / PLO ./ d � dd 510/ °° 55 y r EXISTING PERMANENT AND \ go $ \s (<` ��,°`p,2 W,�25 4opy 2 �o Nas40'' 2 s0' v TEMPORARY EASEMENTS TO \ ti �- \`�� /5o3a p0 2 z�5.50' z�4.00' z�4.00' 205.50' BE VACATED, SEE SEPARATE o' Np x F ° �5 ss / 562 2k y� ems. 1rd•.°- '? ion, VACATION EXHIBIT ,n� , ' �' ?� / 2d p0Z�, oN `' 7t ' ' ' 'r L _ J 2 � U �17 416 �a5 3 kk°O u $ SO• ya \ - y� gym. '1 N^1''- `so. 255° ,00N ooN ooN ooN = _ / oF.�/ � ryZ �• �s may. 60'�p�� 53830'S1"E� � 00. �LL`1 .So. k00 \ AS1 .0° 25.50' 24.00' 24.00' 25.50' N R \. \ °,S ry �• ryd. ii ,\9 N' .� N89'S8 tS 53462 / �� ° Z'l• 0 sS O / O� h\90 53880.51"E C� f S 00 gW '47"W 99.00' o �S� `r1, g5 56 50 CID S6 S0 2 25"W j6 .0 589'58'47"E 113.59' M/ \10+ 55' _ ___ SW core / 5° SS �8 S pry ryry h • �6 go" \ 57T ,n. � snvorvn o N o O� ZS o- �s ry /,y.3v / 5oZ \lo. h \ 5 25. ,6 5 00 _ J / °o- d P d. o F s°, 50 5 'o \' N77 5 W ryy yDry 17�/ d °°S �1x (9� S \\\ 2^S�7 . 0o12; dN JV4 i!6 6 V Q \ / OV O ryZJ °O'er j So-y5° / 0/ 0oh O`dA ,90+11 �6. SO. ��\ V` \a �[]j650`�"I N (n Q d'GS s `L N0 °� O O. S O S �' S N SO. O° yd d S9, F, °r�JS O'6. -y of P\\ m 52 -O N L F \ 0.� 55° � 6 ryd O° SO. °�0 S• � N" Qo's �, \7�o rC r / v `I• Oo,,� /Z S° p O 'Lk S F O,d0 \ Cn 9 ry�,.+ G O N O cIN77 5`5 1 yo f� SO d �, ry5 S dO^O �m, N J �2 s ry9dry h� NOd yyy/ 9 y°� FS °ry°,�d° I in"o 28 j650' � IL I 'S p F SO 00 3v oN84'51'S3" 74.50:'0 5525•t .0 1 yryso Ory / U) °J, s O6 OS 6, ryN O5o' N 1� n I NN77 s O v' O O 9- 7 O o0 o F so. 5d / OQ e°,5di ryh o SO °° d9 N N 5o N H H Ian L=906.71'R=760.00' �5ery ryd s,21 's ryy. / d s ' �i ry" 5 m a 84'S1' �Iw 52�W W 4 d�° S`iS. s°2 F6, So ,Q'o5/ ,100 d0° Ste. `'�.-, �G 0° ry Y 74.50'0 o I I 'N577'S 4 -- 'R °�9 N80'23'S5" n 4v V) a a .. 0 8 74.50'0 o K'76.50' sws. s° 8 s°. °d r 5 k d°° s� �� s so NJ P I 30 J_ z m 600° 255°�n `�e. F` so 0 1d O° d°� ' SO s yam•4 �6, So,L95° oN84'S1'53" N Z I I NN80'23'S"W h > 5 Q Q O 33 R'aG /E 147 .L40 y N °. 7 s 2do , z ry 2F` S o 0 2 Z d d n 1}Y 74.50'N o 0 76.50'ry Z Z N �e53a"355,5 2335 400 �. `� y�E ,ry0 ° d°° N (b7 0 O N8 W W 74.50.4'S1 h BLOCK 3 CC CC I� J / 255 i °'d°°y� atiis• o N z o H w J J rn �'S h OS'2 LU O. 55° /' �j` SO,d00 y`Ld oo N 1 J4.50+ 3I :n o W 76.50'<v o I.IJ Y li LL y 6, Q ry S DRAINAGE AND UTILITY EASEMENT o> n o'�, o.�° m J a a - E OZ S- N 11g S p 205 OVER ALL OF OUTLOT D 5OS'22., N N80'23'$• o. 4� V 0 'I6. o, ry w ('J `n o W 76.Sp•N N �n 2 Od / 2 i2 'I �'v 16 4.soo 0 1 �_ 1 0 O� O°Z S'• 1 �� o o- 24 p0 E.Y4� /�2pO �55 9 R/20/ p o o hereb certif that this I ryd. moo. 4 ,35 2�$5� OUTLOT D h o JSOS, rvN80' S34 Pa DRAINAGE AND UTILITY EASEMENT [� 0 2' 6g2 / �. D 2 N,4, I 23'S^W,7 W' specification, or report was OVER ALL OF OUTLOT C ySQLS S 7 255° N / N' 1 >4.SOo I 6'50'ry N prepared by me under my tO I I OUTLOT C o ry s � ' /Wi N89'44'56"E 99.00' ='o OS'22, �, � I 06'/ ^ am direct duly supervision Licensed that I S- X i 'S oN>5- SJ7• 2 v i� o. 'I• / N89'44'56"E 123.00' `?s. `' O p34 2/'�'J4. 2g> 7o PROFESSIONAL ENGINEER under 0 s :S d0 00 ^ 6g5 9 25.50' 24.00' 24.00' 24.00' 25.50' 25.50' 24.00' 24.00' 25.50' `v �VJ 50'- 2 ,S 4.50• o S'oJ ryF, 5 4 N> / o S>/• 5 MINNESOTA 1h law. f the State of 99' 42 4, o 0 0 0 0 0 0 0 '� 0 / 5.OS•2 N O6• b z ,�n do u o ry dp'S 3,Ly5 S R,, y9Y\ S n n r n 2•,W J4.50' / o, o 3f no 29 3 3 hp MARK RAUSCH,PE °d5°d° /1de2o 569424gi 0 '2� 2? 2 2 2 2 2 2 1 °6f o n �% o• ,%' D' / \ is ul 'v> ;a ;.� o Jq 1-25-19 43480 0 0 0 0 0 0 0 0 0 ">" N 7 SO'N 3 Date License No. .SO, ry0. ,5g0 / 23 W 0 25' No �c vl rn z z z z `Y l 30 30 l O , y 42 4 0 N C w N 25.50' 24.00' 24.00' 24.00' 25.50' z 25.50' 24.00' 24.00' 25.50' 2 o y N 4.so•a %, QUALITY ASSURANCE/CONTROL In � y MI ry °i 7i O- '1• O O , o, Q N89'44'56"E 123.00' N89'44'56"E 99.00' O O 5 0 SO N rq -t No. '63 s4,R\\ _ OUTLOT B Na ,• O .p 'S d '� / N w 3 > _ - - _ _ - - _ - - - e-�5/ S f> h N BY DATE o_ p L�i o, ti .F. o. 4 �" °o4 3so e e 3 4.s h r 0 .y0 / .S Y\ 4g+ S89'44'S6"W 330.35' 69 00/ °p DRAINAGE AND UTILITY EASEMENT g5 5 s 3~ DATE ISSUE ry J- OVER ALL OF OUTLOT B �i6 O 0 \4 9J�' / �O O° Ss. 9" 0 1-25-19 CITY SUBMITTAL �0 0 255 s I I F o- ry 5 0 'o, Q o 2Ao 00 26so• ROAD F I I s hh Ne / ko s; o. 24 0 3 W g9. 2s H6 ryd. s� F °• 550 422 ,mooSO, 33T0 _ 589'44'56"W 330.35' - - - - >_ °, 2 Sye ^ 04'0 SN,9 _ - - - _ - I S��k's oo S89'56'04"W 147.00' S89'S6'04"W 147.00' S842'248.0'002 W 99.00' 24.00' 2 5.2 25.50' 24.00' 24.00' 24.00' 24.00' 25.50' 25.50' 24.00' 24.00' 24.00' 24.00' 25.50' 50' rySS 3 3., %4F�1 i9o•d O°ryOhd. O'h I o L: _ / 0 s. o h° �' a ` c� oryNoed•. `'�. "W 5a9'40'22'IW L�3y497 C 'Yhs\/ ry� '/�70 ��m °o ryk'S' 2SS ho0 3 ^ r n n n n n r r `° n n n n n43 Co 26.43' g5A „0^� S. h- ry> h9 35 `7' O 3' S a a° h�ry OUTLOT A Ns 24'00' O ON h 8 7 6 55 -4 53 �2 �1 0 49 A8 -A7 -A M M � � �'' PROJECT TEAM DATA 1 3• h N III 5 S d0 hb S)0 240 ry`° 'V / ry a6 DRAINAGE AND UTILITY EASEMENT SW 0 2 %oo o N N N N N z o N N N N N .N '� DESIGNED: MPR j< P,QO p'S°, g° 0' OVER ALL OF OUTLOT A 9g 0p•SSO' y`Y' z 2q.00' 24.00' 25.50' N j DRAWN: SIL N RO / ryh' 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 I NO'06'31 E BLOCK 1 S89'56'04"W 147.00' S89'56'04"W 147.D0' Sg4'28'02''W 99.00' PROJECT N0: 218-0165 I�r17.24' 905.87' 284.78' o i 50.0' 84.11' sb.ao' I / S89°40'54"W 1324.76' C ` L50°06'31"W 15.8,'/ V o PROPOSED DEVELOPMENT BOUNDARY p` �/ PROPOSED D/U EASEMENT SHEET 6 Of 33 LEGEND: \ I --------- EASEMENT LINE - Nay BUILDING SETBACK LOT uxe - R/w 25• P8• R/W Z \ 11' 28'BACK TO BACK 14' FQPr,C\QI F PROPERTY LINE 143.67' [ '\ C+ (� \ SURMOUNTABLE �RV LOT LINE (6 UNIT) LC'IRB LG CURB& 7.5' 6' S, G� ON`j= I A L L I A N T ROW _ 4%MIN. `�/``(-VG ("j LD �\ RETAKING WALL _ _ (TURF) D10%MAX. (RIV WAY 7 MI) � CO� � IIEN6INEERINo 2%MIN. TURF B 733 Marquette Avenue 24'TTP 2J'END LOT Z / \CURB DRIVEWAYMAINTENANCE ACCESS P.Exrxr STOP 2%MIN. STOP J e Suite 700 10%MAX. 4% 2% 4 3.n'Tr N _ 6„ I II \ Minneapolis,MN 55402 TOPSOIL 6'CONCRETE WALK it 1 612.758.3080 &SOD (TYP.) 0 50 100 200 u�rAxo Lor 5"CONCRETE / \ vwvw.alliant-inacom DE TYPICAL PUBLIC ROAD SECTION 4 MNDOT 3149 2.B rA6D SELECT GRANULAR 60 2 \ 90 SCALE IN FEET Lor urvE _ onNLwAr�mR.t PAVEMENT SECTION SEE ONLY DETAIL 801 BASE aIao °O ' mDN*EAR INTERNAL STREETS i w�` " -B'` a DNL R w SECTION B' ;R i > E TYPICAL TOWNHOME LOT DETAIL 7/19-X996.5LU r— _� 3 Ix R.c x I �./ 1 2 m i I l r 7 EEnnEEv.ON — \ In/I>k\ _ _ L 50' OUTLET F // 3233 21 20 18 17 16 15 / ! 31 z—x—x z— \\\ / / \� / 30 -------- BLOCK 5 ,�`\ �`\ 51 52 53 54 55 \ \ \\/ / � �,T_ ; \ \ � `o. 29 ``\ — — — I \ \ 56 97 58 \ \ \ /,� / \�\\ // -x— I s9 � g \ \ I 5 i 45 15. 11 12'•'.• \ \ I REEj N tVA81A0�WID1H)// 17 1g 19 20 21 e- 4 5 6 15 30 I I I I i 44 \ ,. 14 \ \ �� I I 13 5T S J H T / ' 3 16 31 ---__-- 43 OL�TL _ _ 13 12 11 14 15 \ �_ 14 15 16 / 1 2 BLOCK 3 32 I I I a 42 I 10 no 16 I I OPEN PLAY AREA 17 f 33 I BLOCK 6 s 7 6 18 19 20 _� P �r _ 9 10 / POOL OUTLET D 19 t 34 I I I m 40 OPEN PLAY r\REA \\.\\ g 4 3 21 22 OUTLET E I C,i iC" OUTLET C 7 a / r 20 3s I I 15D' = J I 39 OUTLET H 2 23 l . I 6 29 28 27 26 25 24 23 22 21 36 I N 3a PROP0 A6 PUBUC" 1 INFILTRATIONBASINA2425 37 ¢ \ 26 I I �^ I 3 63\. 38 OUTLET B LU Q 9 8 27 o 65 64 'PROPOSED AS PUBUCII I ~O a W 7 u� 0 6 28 I rc ROAD 39 / I Q7 N > I � INFILTRATION&151NB I I J Z } O �.A y I _ I 62 a ' q L ./ 69 61 42 3 PC 60 59 5 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 / I Z_ Z\ 32 31 30 29 28\\\ \\ 27 26 25 24 23 22 21 20 18 17 16 15 14 13 12 2 ^o TA / I I W C J O 19 G _ I J a OUTUD \ \ OUTLOTF 1 \ qOq LO J J J LLI W BCKI = `� a N BA6INC �\ \ BLOCK 5 � I Z EdLU I i EAST PARCEL /\/V\�\/ m J a O 'PROPOSED AS PUBUC' \\ --- `/ `/OI' ` \ WEST PARCEL --i I---�� O �\ cn 50' BP PIPELINE � y p 5`25 EASEMENT N 1 hereby certify that this plan, ct specifics#ion, o .part was I prepared l by me o under my diream oa reduy ervi Lice sednd that SITE PLAN DATA',\ I PROFESSIONAL ENGINEER under the O ................................................................................................................................................ ` BENTLEY VILLAGE AREA DATA: x MINNESOTAf the State of DO STALLED PER OFF srANOANns 6 FEE BAcx OF ruafi �, R/W R/W INCLUDED PID'S: 3402921340006 GROSS DEVELOPMENT AREA 811 430 SF 41 58 ACRES ,.r,�l. o N. I - R.O.w 73' - DPS-LAKE ELMO LLC (PARTIAL) MARK RAUSCH,PE o �' I -_; s T NEEr M 11Teo. OS EASTVE 1 971,593 SF 22.30 ACRES - / --- to' s' n' 3402921430003' 16' 9' 0_ u + 'L 1-25-19 43480 a.nu.,cx snenrx xc To 6E TrPc x onmoxo crenoe local. --.I DPS-LAKE ELMO LLC (PARTIAL) WEST 839,837 SF/ 19.28 ACRES _ 0.5' 6' B618 CURB AND CURB -P5 AND cuTTER Date License No. a.sr,N Pass To 6E sauARE r wTN aNry 6ASE. --- - --- --- AND cuT1ER WETLAND NONE DEVELwER ro FI RNsx nrvD Ns PER r,tv sraxD BENTLEY VILLAGE ND USE ZONING: 5TH ST. R/W DEDICATION 294,126 SF/ 6.75 ACRES - 3 :[i i.x'.N - 4�~_ zsy — QUALITY ASSURANCE/CONTROL I LA AND I I ITUI,IL oI.LD PAVLULx 1� 1 ALL Pnv COLLECTOR ROAD R/W DEDICATION (ROAD G) EXISTING ZONING: R2-PUD - ONE- AND TWO-FAMILY I n r,i o r.„I I _",An r ml - Rmu aonwrs or N DOT sP rc EAT rors orvsra mroN 20:4 mrory EET TIE sse _ M N 32,278 SF/ 0.74 ACRES By DATE Bfiiz cues RESIDENTIAL _ L AND GUTTER 6 PROPOSED ZONING: MDR MULTI-FAMILY BUILDING DISTRICT TOTAL LOTS PROPOSED 240 6 CONCRETE WALK TOPSOIL EAST 133 DATE ISSUE n a (TYp) MEDIAN ROAD SECTION &SOD EXISTING LAND USE: URBAN MEDIUM DENSITY ( ) 5'CONCRETE PAVEMENT SECTION SEE CITY DETAIL 801 WEST (107) 1-25-19 CITY SUBMITTAL -- w - 4'MNDOT 3149 2.13 SECTION A'-A' PROPOSED LAND USE: URBAN MEDIUM DENSITY TOTAL DEVELOPABLE AREA 1,485,026 SF 34.09 AC 1„I SELECT GRANULAR / e -- 1Se I!I-,_ BASE TOTAL DEVELOPABLE IMPERVIOUS AREA 0 % R/W R/W PROPOSED SETBACKS: 739433 SF/ 16.95 AC (49.79%) FRON EAR. 25 FT PROVIDED PARKING: �E 30 R.o.wLtoo 30, REAR: 25 FT 0 6' m 14 14 14 to. CORNER SIDE (R/W): 15 FT PRIVATE DRIVEWAY (2/HOUSE) 480 ro fi16 cuRe h �BHo Gu?TER 10 SIDE INTERNAL (MINIMUM BUILDING SEPARATION) 20 FT PRIVATE GARAGE (2/HOUSE) 480 1 - e AND GUTTER '°`I""'" '•7p,, 4y 2szy t-x�Z �� MINIMUM OPEN SPACE PER UNIT 500 SF PUBLIC STREET (22' LENGTH) 117 0 - `''- PROJECT TEAM DATA � _ dK„ MINIMUM OPEN SPACE PROVIDED 557 SF AMENITY AREA STALLS (9'X20') 28 N '^ DESIGNED: MPR �� to'eIr TRaL TOTAL STALLS 1105 DRAWN: SIL COLLECTORROAD SECTION 2°-21/4 BIT WREGATE OT23608PWEA240B 8°CLASS 6.AGGREGATE BASE PROJECT N0: 216-0165 ai DI. III I_"'Il pflES STANDARD PLAN NOTES _ "ROAD G"-SECTION C-C' -II I_l I III. I-- SIGNING/PAVEMENT MARKINGS/LIGHTING PLANS III I.fI (f ESILI CIIL. IFEI'I S :1ICN ( CONCRETE WALK p -- ) 2"-MNDOT 2360 TYPE SP BIT.WEARING COURSE C (I III III IIIM ! LONI DESIGN)hl) 5"CONCRETE MAX AGGREGATE SIZE A,TRAFFIC LEVEL 3,ASPHALT GRADE C zn17 _ 4"MNDOT 3149 2.13 g' AGGREGATE BASE CLASS 5,1001 CRUSHED STONE TACK COAT C SELECT GRANULAR AGGREGATE(SPEC 3138) 2"-MNDOT 2360 TYPE SP BIT.NON-WEARING COURSE 3 J.I.. III I.I.L J-.-BJI I I__�Fl�+o (,ITY OF'LAKE ELMS )111 U I_ I.u. I I I.S 101F 1 I K.I 1_!1.].�1 I It BASE MAX AGGREGATE SIZE B,TRAFFIC LEVEL 3,ASPHALT GRADE C LA ee M 12"GRANULAR BORROW(SPEC 3149.2B) o ......... ......... ......... ......... ............ ......... ......___.__.............. .__.____._.. COLLECTOR PAVEMENT SECTION SHEET 7 of 33 so \ \ z I I Lj J 0N R A L L I A N T / EN GINEERING NO" FOR 733 Marquette Avenue - � >� wa_°R s � ,�, / Suite 700 inH �o Minneapolis,MN 55402 Lie-",ioisr / .ems 0 25 50 100 \ 612.758.3080 SCALE IN FEET ww""•alliant-inc.com RECONSTRUCTION WORK LEGEND: IN INTERSECTION PER \ CITY OF LAKE ELMO -x 15.a ---t,, o DESIGN STANDARDS \ \ \ EASEMENT LINE - - euiLOlNc SETencl< \ BP PIPELINE —FOR 5TH ST. j QyJ(E PROPERTY LINE LOT LINE - - - - \ PED RAMP / N OUTLOT F \ \ - - _ (TYP) \/�/ \-/ - \ REOTAINING WALL —xX— Al 'f v v 51 52 I 8._� FFT \ \ 618 C&G MP) -"--- 1$, >5 BLOCK 5 \\ \\ 53 54 55156 57 \\ \ 5 SURMOUNTABLE ` Du CURB (TYP) - 1B612 G (TYP) TXISTI NG 1.9 UTFALL GUTTER., RAIL x lg I 2 - \ EXISTING 48 �v koao A„+D� e, 3 4 SIDEWALK, 47 SIDEWALK rj A EXIST]. �o \� ( 6 SIDEWALK o. (�1P) TRAIL TYP r x 7 8 r �� MINIMUM OPEN 46 A\� \\\ 20 19 18 - ! — PED RAM 9 �, SPACE PROVIDED �- Q P 3 48.5 _________________________ I I— � sx 557 SF 45 17 15 (TYP> 10 11 -� I \ \ 16 I 12 RECONSTRUCTION WORK I I W ^l IN INTERSECTION PER 44 OUTLO G\\ 14 13 �� 13 ____--- CITY of LAKE ELMO I o I Q "==°DESIGN STANDARDS FOR I o I 43 PED RAMP vv — — _ 12 11 °° v ; 14 sTH sPIED (TYP) - \ — 15 > ---___ I (T'P W ~ r. 1617 =--- -------- 0 o a w vv 8 �� 18 N 10' BIT z \ RETAINING \ " 7 PED RAMPS 19 TRAIL(TYP) 661 ; z Q 1I -- \ WALL (BIG C � 6' SIDEWALK � � rn 41 0l A BLOCK OR BLOCK g' BIT \ 6 (TYP) O 8' SIDEWALK 20 Z o `r \ APPROVED TRAIL (TYP)� r s'� 21 - LU Q 04 OPEN PLAY REA EQUAL) \ 5 �0p � ) 22 OUTLOT E 14 40 W/RAILING v ` 4 20� / 4'1 H w a N 39 \ \ 3B618 c&c (TYP)' is Z W w W o \ 2 oo ti W M \ 5 "PROPUTLOOSED S PUBLIC" \ \ \ 1 1S 1S *� \ \ h / 23 25 + m < a N 38 I hereby certify that this Ian, 3 I P 5 ` INFILTRATION BASIN A \ z 2 24 v r P -� r was 25 Prepareafion,o report o SURMOUNTABLE a I I Prepared b e or sneer =% 37 BASIN HWL \ CURB (TYP) °°o" x 26 („)r direct p rvis on and that I \_ am a duly Licensed �� mooA \\ ��'� 9 p ti� °o, j 0 PROFESSIONAL ENGINEER under 36 \ /8� 27 Q t the laws of the State of 0 \ P90 rye 7 MINNESOTA 16' BITUMINOUS DRIVEWAY(TYP.) /1,OQZ PED 6 RAMPS \ tie 11:1 TAPER 28 100 a � p (TYP) �'' �^ � G, MARK RAUSCH,PE s o_ l - �~ 1 +00 - i +oo - zo+oo z1+oo zz+oo RO SURMOUNTABLE B 1-25-11 43480 n+oo o \ 35 \ 5 END TAPER \X CURB (TYP) Date License Na. \ PED RAMP - - - - - - - - - - 4 x° QUALITY ASSURANCE/CONTROL € by (TYP) 34 \ \ v- 10 - - -A \ 11 3 10.1 TAPER o BY DnrE i \. - - J - - - - - BIT DATE ISSUE v \\ `� 32 \\ \\ - 12 TRAIL (TYP) 2 \ I I 1- 19 CITY SUBMITTAL OUTLOT I \ 31 30 29 28 \\ \\ 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 OUTLOT F 1 Q. Rogoq - i D DD 0 \ \ `�'' START TAPER INFILTRATION I .I -- -- BASING 1 \ \ - N BLOCK 5 6' SIDEWALK o �2 \ \ I PED RAMP I 6' \ \ RETAINING \� _ 10' BIT O I PROJECT TEAM DATA CD AS PUBLIC" \ \ wALL BASIN HWL \\ TRAIL(TYP) i DRAWNED: SI EAR X \ PIPELINE I I PROJECT NO: 218-01- II \\ \ EASEMENT DRAINAGE II \ \ \ AND UTILITY \ 25 EASEMENT Q \ 25 \ I I v 3 \ \ I I 0 0 SHEET 8 of 33 Foa �c��`M LN`_�POO N I I / — — ALL T w I003 e E�on O� F O I I/�/19=Y-996.5----� / � � _.., ENGINEERING N -- I / \ 60 — RETAINING WALL 733 Marquette Avenue Suite LEGEND: I I / `2,y // �Q�� i 11 12 13 14 L — — -1Minneapolis,MN55402 I I / CIO / ��5 612.758.3080 -- EASEMENT LINE 0 1 www.alliant-inc.com SETBACK I I I \ �QO 1 -- — Walllant-InO,COfT1 PROPERTY LINE I .� RE LOT LINE I ` STREETTLGHT ` 7 ROW I 6 RETAINING WALL / MAINTENANCE ACCESS V I RECONSTRUCTION WORK �o PED RAMP' S ;5 \ IN INTERSECTION PER \ tv (TYP) 4 / Q-p6 R6 / \ \ / \ / CITY OF LAKE ELMO '� L — — J N \ / \\ / ! DESIGN STANDARDS 3 F>90D74 0 1 00 13 FOR 5TH ST.---� ,Z 2 q I F — — PED RAMP �yoo s (TYP) kg B612 C&G (TYP) — / .1 OUTFALL GUTTER O -\(TYP) — — 0 25 50 100 6 SI O SURMOUNTABLE ' DE(TYP) °° CURB (TYP) SCALE IN FEET _ 19 33 20 18 17 16 15 L — — J \ 32 B618 C&G .-o o 22 31 (TYP) �'°° C&G 23 iRAILT 25' — 30 •, "PED RAMP �Po (TYP), / 28 �h o 24 SURMOUNTABLE BENCH �, 27 6' SIDEWALK CURB (TYP) 25 SEATING (TYP) 12 Q"�h � `, '� A 6 � AREA � Q 25 11 �0 26 10 EXISTING - / 24 PED RAMP g'� 27 -- W TRAIL �` 22 23 05 T 8 9 ( ) R w 28 I Ir 9 13 -r \ I cn I _ I'. a 29 w a ~ 20 �� a=°° , 14 0 o 6 N 19 e' BIT p o II w a qJ a I I ! 18 • - 5 TRAIL(TYP) 15 _III Z w I _ 17 4 z 30 > z z i � i o i / �.- � � 3 BLOCK If 16 T. PED RAMP 'l 16 / 1 2 �;'�' D LO C K _ - \ H J J a (TYP) 13 14 1 e6,6 G G K9y T 32LU w ( i 17 t I W Y M \ I N — : / 8' BIT OPEN PLAY AREA 33 m < a N TRAIL (TYP) l v y hereby,certify that this plan, 3 8618 C&G(TYP) 10 ' 6x (�)S/ B612 C&G (TYP) OUTLOT D 18 ,_ 34 1 hereb 6' SIDEWALK - spedticauon, or report was 19 r25= r <," (TYP) 1 Qi reCar su ervisionoandndtha}ly 25' o (TYP) __ 3 I BASIN HWL m duly Licensed c�0 I 14 OUTLOT C �, gx ' / GOAR� 6TYSPDEWALK r PROFESSIONAL ENGINEER under 9 TYP R O' �, o R o I 4 7 k PED RAMP-' 20 1 35 MINNESOTA 1 Z the laws of the State at 6 a°° �' y 28 27 26 25 24 23 22' 21 16' 2S• 36 x MARK RAUSCH,PE �o •S• 9' BITUMINOUS 1-25-19 43480 RAMP a�° 8612 C&G(TYP) DRIVEWAY ��/ Date License Na. 4 B . _ - - - - - - - (T .) 37 WALK x YP / I 6' SIDE / 24' B618 C&G (TYP) - QUALITY ASSURANCE/CONTROL 63 38 OUTLOT B ❑ \ 64 1y \ R8 S / "PROPOSED AS PUBLIC" BY DATE t 1 18:1 TAPER END 66 65 ^'.\ ti� oo I DATE ISSUE '��S• �O OO +OOC 8 7+DO 0+ x 1-25-19 CITY SUBMITTAL N � 10, i / o� � TAPER — R D F I - - - I - 39 / p PED RAMP' /f INFILTRATION BASIN B o B - (TYP) / 67 — — — SURMOUNTABLE — 4O11 X°° SURMOUNTABLE RED RAMP / � CURB (TYP) 41 CURB (TYP) / / B618 C&G-(TYP) 11:1 TAPER 68 62 (TYP) cc 69 61�0 42 70 _RETAINING 44 43 l/ o I 71 OUTLOT A wnLL 59 58 57 56 55 54 53 r52 51 50 49 48 47 46 45 PROJECT TEAM DATA 0 Oo �i9. --' START �" TAPER SURMOUNTABLE _ _ _ __ - CURB (TYP) - - - 8' BIT - PRO ECT NO: 218-0 615 I I TRAIL (TYP) BLOCK 1 o s I a o - PED RAMP I 6' SIDEWALK. �� I x o (TYP) (TYP) I SHEET 9 of 33 ---�`. - - I K'i✓/ i',``1�\I\L ro/mP1111',}�I Q\ G_� EN OINEERINO \\ l I/ - 1 ! 733 Marquette Avenue DTI , 'iv\, ®� 982 d�a Suite 700 Minneapolis,MN 55402 612.758.3080 www.alliant-inc.com j-- A n�9•i loz6o ly,�r/',;� --: _ /I 1,v,, I ---'- I�,�� i / f� � -� , r- , r , I I , -� �r 7 e%,i INFIo ra I __ ; a � - ;', I 11 \� PHASE 1 '— , v I Y s _i i — 9 — r ELE.GN _ PHASE 2 ! ti 8 I \ � ��" 1 I NOG 00 8 y. � _ w MASS GRADING MASS GRADING /� "W` - I 9 = �� I �e, ,3°q V I I � / ,i,' I I /7EL9V• 966/ �a k 5 , t03 POND 1� 1015 v� vv"WEST PARCEL' IIEA�T PARCEL" � � EV 9•ro5.7 -:� -r`. 1 A K�l % /7/evaiooasl o Pao C R \ � �� 'l: 1 -. / / P`W a ware.W,HN 5 1 fi I F_!1707=��`__! 6T LEvGN v,/9-,.Gs< ij Tg , � tDO� Ladq / ., " � _ v , 1 x mso e ..Z A 28 L, aua,om I 100 — — — /022 au I �� 1r�� , \,x/ �\ �4� v •�, I r/ r 5 rees tl � ,� �� f--' to I l,�_ 23°°w' ° °°°g � A� � --_-�_ W 02 e y 46� A v 'v 20 r °j � q Ev 9 �c"w,oz _ � P:R° 20 m�as2 0 14g a2�.. � I ^45 I � l �18 1�116 15 r?. °f, 10 ° \ � � � V�g1,5� -- 19 �`�T 6 _ 1 �_ �I� - Q ��\ zr, ��5 \ 7A�� I °° _ °3 - 16 m 31 PreoTE / Z ° > °s P ^ e Pv � � 018 _ ' \\ OF 7 ?, 19 ° - - a I i s OUT W 6 1 � 39H � �; �'°z ,• � 22 TL E I L 7 6c� � � • � 20�-� •i 1 ...... I V m \ 1 ^40- • oPerlcu�agA I / 4e � � � Q / � 5 • 1 } nwL ton 2 \ 03 2 / 6 �:. 29 28 27 26 25 24 2 \ �36.,; 50 Z vv/ r OUTLOT H 23 t\ I I -' z F, ore ri' . INFILTMTION BASIN � \ / �l � 2425 oz I I Qv. 4 0 / `l g� \ 1 \ I � Q R \v \ 38 LT B I ��0 Q a HwL 99s.96 / 0 \ �6 v 8 27 / 66 65 > i / p d Tar \ 2 - // / / 01 \OAS Oq0 -- i •F' ' 6 / ; I — °39 FILTpATION BASIN / I I \ L A - - aD 8 - 67 _ _ °40 / / A Z - �; $ � ' / � °.?68 _ � Z_ 08 34'v e; __ - - - - o q a I 4 69 �, \ /62 n? G� ores 42 a / > � Q Q _ 6 43 / Z_ ° 1 / -Sq'.- 8 57 56 52 5'1 50 9 A8 47 46 45044 / / / v v b crLOTA / / LU p CC N ��\\ I \ 27 26 25 24 23 2 21 20 19 1S 17 16 15 14 F� ( /-' i C 0UP 0 A\lA\Ij �NFl BAnoN „are �Rlo s o UTF 1 \ aoN -- - - - - - I J J aE > BASIN c N 1\I I I I I I\ H.1016. k--_—. K�l ^^ O / a 1 I � � ll 1 1 I I-I I 0�' �_—� W Ro7GT-.-n aGN I11111I1i1i i' 8: ,I 6A6NDureNaaRwNaL -to14 — I I I I l / v /' m a C3 uL�LareLre I I / ' l lllllo l l PTc ®7 Al / \\\J I �reN _ 1 �� /� rn I I CLEANOUTs�. ( -<l re P..N DOo m+a"a" / ( I / / `L' 3 I I o II y 11 /i TV(I 1 'v ieP`GDIOTUNFre.are _- / �••� \ �1012 V I / / ____- / / �� 1 I;'Ii /--- O v % r�I II vo a i P..ifiG.Nan.ar..Pont Was ID.) ' J I hereby certify that this Ian, 111 Il � \ \ rome Pr.Por.d 6y m under my 1 / _? I V v —_ / A am a duly Licensed d not I Y Pc\\�� .� /\ O� o 0 0 oco / \ `~\ \ I 01� \ \ \\ 1 000 ao� I ama T 1A\ // -_ �� 1 l �v 1 O / _ f �- AI' _ N cam/ I PROFESSIONAL ENGINEER under co 1 A 1 I V 'O A 11l l Vi —� V A ,.v A I i _ O^'T o., o the laws of the Sate of Do INFILTRATION BASIN NOTES: GRADING AND DRAINAGE NOTES: GRADING LEGEND: MINNESDT�� PAD WIDTHS=4 UNIT=96' 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 LINE MARK RAUSCH,PE d 6 UNIT=144 INSTALLATION/CONSTRUCTION OF INFILTRATION BASIN. HAVE A MINIMUM SLOPE OF 2.0%. GEE-LOWEsr AR 1 x AIL(NOT 1-25-19 43480 FLOOR a BLO 9K 1 DRAOwc Pao,SEE VIEW A=GROSS H.D. I,, OPENING FOR GEPICIEG N PLAN NEW Date License No. R=TOPSOIL RESPREAD 0.5' UNIT 1 2 3 PROPOSED BUILDING FOOTPRINT c-NOT H.D. G.S' 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 E—DON S D=PAD DEPTH e UNIT=sa' TEMPORARY SEDIMENT POND OR FOREBAY UNTIL BASIN IS COMPLETELY GRADED AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. \ 16 ON TAT OGOR1 QUALITY ASSURANCE/CONTROL sUNIT=sa PLANTED. sPEcmEG urs EPER OFE(SPLIT UNITS) E=Buaowc SETBACK ss'MIN FRorn RIGHT of wnv 3. NOTIFY GOPHER STATE ONE CALL, AT (800) 252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. ADIVEWAY LOPEGAR ER 3. CONSTRUCTION OF BASIN SHALL BE SUSPENDED DURING PERIODS OF RAINFALL OR uRlvswnr 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. -se EXISTING CONTOUR .f DATE ISSUE rn PRESENT OR IF RESIDUAL SOIL MOISTURE CONTRIBUTES SIGNIFICANTLY TO THE 00, ^V 1-25-19 CITY SUBMITTAL —789— PROPOSED CONTOUR m POTENTIAL FOR COMPACTION. 5. ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. c v\Ew y1N PROPOSED SPOT ELEVATION 4. COMPACTION AND SMEARING OF THE SOILS BENEATH THE FLOOR AND SIDE SLOPES x62'44 �e OF THE INFILTRATION D BASIN I NEREA, SHALL BE MINIMIZED. DURING RICORSITE DEVELOPOMENT, 6. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. BW xxx TOP OF xxx BOTTOM WALL ELEVATION WALL ELEVATION `MNS�R�G'C\O c 7. STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE PROTECTED WITH Vrr PREVENT ACCESS BY HEAVY EQUIPMENT. ACCEPTABLE EQUIPMENT FOR �+ B CONSTRUCTING THE BASIN INCLUDES EXCAVATION HOES, LIGHT EQUIPMENT WITH TURF SILT FENCE. 2 DIRECTION OF DRAINAGE P FOR _____ __ ___ ___ 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 't � cc 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 °C A REFRACTURED To A DEPTH AT LEAST 36". IF SMEARING OCCURS, THE SMEARED AUTHORITIES. 25&0 EMERGENCY OVERFLOW ELEVATION o SLAB ON GRADE MASS GRADE LOT x8DF 1014.89 PROJECT TEAM DATA TO DRAIN TO AREAS OF THE INTERFACE SHALL BE CORRECTED BY RAKING OR ROTO-TILLING. N rvU To SCALE DESIGNED: MPR ALL NUNBeIxs IN veer 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 E ESTABLISHMENT, OR TO RELIEVE SEASONALLY HIGH WATER CONDITIONS. 10. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PLANS WITH ALL SUBCONTRACTORS To VERIFY NPDES REQUIREMENTS. PROPERTY LINE IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD CONSULT WITH EROSION CONTROL INSPECTOR SETBACK LINE O 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 (SWEEP) FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATION, ------- RIGHT-OF-WAY o DESCRIPTIONS, NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. I RETAINING WALL SCALE IN FEET SHEET 10 Of 33 I I / NOTE: " I III I x� v SITE CONTAINS BP \ \ \ \/ I$II o`I\41 // ^� // / // III I ' PIPELINE. REFER TO BP GRADING LEGEND: / GUIDELINES FOR ALL WORK v - ` _�� \I I I I II I / //If//I �I N ` I f A.-- ,DAB / / /// IVA _� - v LU x WITHIN 50' EASEMENT. oPoseD LOT LINE EMERGENCY OVERFLOW ROUTING GRADING PAD,SEE DETAIL(NOT DEPICTEDBI �EOF '° o veovosco eunnlNc roonRwr 98l 0 EMERGENCY OVERFLOW EL EVATIONHWL£VzsN Q REAR PAD EL-TON xEOF 1014.89Lo-O V7/le- loza.a A EN GINEERING L L I A N T GARAGE FLOOR ELEVATION(AT oOPENIu SPECIFIED UNITS PER GFE(SPLIT UNITS) PROPOSED CATCH BASINSNIT ADDI ZONAL GARAGE STEPS > PRoposeD STORM SEWER 733 Marquette Avenue RIVE -- I DWAY SLOPE + - PROPOSED EASEMENT Suite 700 ,C C '8` EXISTING CONTOUR _ _ PROPERTY LE Minneapolis,MN 5 54 -789- PROPOSED CONTOUR 0 25 50 100 ___-- PROPOSED SPOT ELEVATION SETBACK LINE 612.758.30807 ---- xsz.aa 9eti kn LOT LINE www.alliant-inc.com TW XXX TOP OF WALL ELEVATION SCALE IN FEET 1 -__-__- RIGHT-OF-WAY BOTTOM OF WALL ELEVATION Is•'RGP 1 / / Po"D A A\ RETAINING WALL i j j ,� l j j / HW�ims ss \1 \ �,00% DIRECTION OF DRAINAGE 04 BP PIPELINE CAUTION \ / / // H L=Iois.a // t \ \\ \(.W SEE BP GUIDELINES FOR e �/ / / // ELEV.ON1/7/1-10153 \ \\ �vvA\ V\\Vvvv �O� WCI1AON v v v A 15'RCP0772E v v I �� 0A G s.RCP e o m / v v v v v \ t1pZ F � I I oq�� /� vv v vvGo g - 1 2 HWL ELEV. 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I TLC E \ / ti0� � ti� v ' o �v v RFq 3 FF, /� x� t.o oz oti \ Z W Q 0 0 39 HWL 1013.22 2 o2RB O lG \ ,¢oo / N W Y M elfIA I vv/ OUTLOT H FOREBAY ,� ,�°z s� 2 23 V / m a C7 exyp1� w 38- 3 � �" - 01 INFILTRATION BASIN A ` v I I I hereby aerrry that this pion, � speparedfiby a report was direct er me nand that I dupe Licensed n LL \ 1010 C Fe x PR a duly Licensed PROFESSIONAL ENGINEER under \ 4.0 A ima 8 `36 I v g 27 y` Q - the laws f the State of g1� q6 3 0 :3 016 �^> /0 0 MINNESOTA DO 9 q e x \ \ x R, TW 2 � _ nl � -. O x23.1 w I . 7 d BW 2 \` C _ O�O )�2J 6/ �°� �i\j MARK RAUSCH,PE TW 24. T 1 v T +o +oT 0 + 1+00a3aSo CC Date License No. o BW 24.Of �- 4.0 �s 1009.68 _ 7 _x p� ' _ \.. \ x I �e22 r/ V �. E \ \ p16.� \-p 34 S F J ^ t_ N C Zp0 \ I QUALITY ASSURANCE/CONTROL 1 F xH '. �6 J aT' 4 eX 6 9 a \ \ 10 � I BY DATE v\� Q,17 BW o 0�,�= �xs a (1) _ w o 11 0 3 rn A �o l FE 10 1.3 E 10 .8 GF 1 1 g G 101 .3 GF 2 20 ��cG vx o n I DATE ISSUE � vv �v 27 26 25 24 23 22 21 2 19 .18 17 16, 15 1 RAP vo �O� -% 2 666I o D z5-T9 CITY SUBMITTAL OUTLOT I \ EAR�I 22� \ EAR 1)16.8 BW .ORE R 10 6.6 RE R 1017.3 UTLQT INFILTRATION _ ! \ eF To _ OP - 15.0 - '- II III I ' `-- 00 HWL xHP21.5�- ozz \ n\< 12 m ovs -- ` of K 51 II I ® ° }x0 /O +�O O Bo +x0 +x0 +x0 + +xOi +x0/ +/Ox 1 +/O/ +x0/ +/Ox +xOi r>,� J / / 2 I\ / \ /O / 3 A S 6 d 9 9 9 00 \ 9v 1 OS 3/ �y 20 PROTECT INFILTRATION >> 6S /3 `�3 2v R6 20 03 0 -� PROJECT TEAM DATA I ( y, I BASIN DURING GRADING. SEE / //11 p7 BW 11.1 BW 11.1 INFILTRATION BASIN AND / DESIGNED: MPR -7 \I J \ EROSION CONTROL NOTES. r DRAWN: SIL BP PIPELINE CAUTION / (SEE BP GUIDELINES FOR _ PROJECT N0: 218-0165 WORK WITHIN CORRIDOR) Z > (,, �IIIIIII�I � \No�ry� - ��\�`r � v� � 11 ° o 1 \ \ 8 \ / \ . 11 of 33Q T I / Tw 00.0 04.0 ew�97�o � �� I I 16WP 9 _,oa4 - LLIAN N P N I _ = 9 8 FO� ` I� V - I I \�\\ \\ \ a \ \ \ i 4.Q +9 A EN OINEERINO �M � III �, . G o o p u/ 733 Marquette Avenue X t �� v�vvvv ` / 'TW 03.Q '�iA A' I T1111100.0 Suite700 .s2� -�. 0 25 50 loo I I 1 � � 0 Minneapolis,MN 55402 F I N I I i i 1 11 � / �v��v � / � �� / '� xs. c�€ oozo � � J 1 612.758.3080 �`�v v SCE - www.alliant-Inc.com I I SCALE IN FEET I I III x _ _ 8 GRADING LEGEND: iIi vIX�1`11111 +erg +� / R7 AGO PROPOSED LOi LINENWLL-E 6.5 AIL NO EMERGENCY OVERFLOW ROUTING I / / I I w00 ooze i�� I 4 ° x� \� +REaR GRAD NG PAO SEE OPT ry L-I `�p BLO K1 DEPICTED N PUN wEw �E� f / I /� /I �L I ELB-DE _ ° / _ I 1 Z 3 PROPOSED BUILDING FOOTPRINT In/19='F996.5 _ ` � EMERGENCY OVERFLOW ELEVATION I l / II 1 1 I I ° 0 5 x6. o GFE LOWEST OFE ` REAR PAD ELEVAT ON 1 ,014•� I/ / / / (L FLOOR& `F OPENING FOR (I 1 5 GARAGE FLOOR ELEVATION(AT DOOR) /I I I ' ( A UNIT /l l /I I I I I // / i J - I 1� L\- J SPEGIFIPO UNITS PER GFP(SENT UNITS) me PROPOSED CATCH BASINS / / I I I i� �� P 3 0 ,--- `/ - 1 06 3 1® ADDnONAL GARAGE STEPS DRIVEWAY SLOPE PROPOSED STORM SEWER � l I I 1 I � i' \-' p 1 - PROPOSED EASEMENT l/ I I I INFlL.easlN I- I / 2 GF 00 789 EXISTING CONTOUR PROPERTY LINE // //I I I I Ioo-rR I ` -789- PROPOSED CONTOUR NLE cv or✓ I �i i�c� V �00�� 100 vA N SETBACK LINE Ip/I<r-xlooas I �-' ! i - 'L - g2N PROPOSED SPOT ELEVATION // I I l II I I-,' i i / 'La',., I� O \ 0 + I x62.44 �9 LOT LINE I I I I i \ / 9 TW XXX TOP OF WALL ELEVATION ------- RIGHT-OF-WAY // / I II �I A x-'�� +�� O st0 I BW%X% BOTTOM OF WALL ELEVATION RETAINING WALL // I / / I I ' �' \ I •'61 Q -.007 DIRECTION OF DRAINAGE GFE 1007.C v1A //� x'S� 6 io G 22 x6 10 1-6 1J-� 007.19 22 10 W REAR 1007.30 Ll �V 06.0 - - - g Q I loCn os �/ 1 o Q 1 /� ` _ �° �1 a \ Q .o't, W 2 a z FOREBAY J 1 y� H a 0 ° x 9g6.46 LU fi 236 rw 11. A = _ m 0 �� 0 � �� GPI x6.�BW 11.0 �� V) Z �WR Q LL e/ o P� w P 14 � I �N a5La o : 51 w 15 w _ e� Z z 18� - - �� c N PROTECT x18. ��// •4 INFILTRATION J Z 02l 02 /P PR 15G0 �1\ BASIN DURING GRADING. SEE Q N ,� - I g 40 Qx 32�� INFILTRATION BASIN AND w J I - RE 14 / \ ��w� \ z Lul w Q dl \ w EROSION CONTROL NOTES. W Q G i \ �P FLAY AREA _ 17 '33 � � 36 10 11�T 0 18 o i -p - , \` '�/ 015. OUT \ o �- - 3 1 hereby certify that this plan, \ I Q OA \ / specif'caH...o report w s a I FPR 9 G POOL 012 9 0 FD4. 9P6.46 / prepared by m under my L EOF>�95.96 am a dweiicensed direct and that I E .�* PROFESSIONAL ENGINEER under 7 � p I - I \ �� 7 �' 19 / ^ F'AA 0 0 ,•- S\ x 20 \�- \ 35 \ x the I MIN NESOTAf the State of REAR)101 0 �EA 1010 S 29 28 25� 26 25 , .�4 23� � � / 0 36, \� P �`' \� O p� MARK RAUSCH,PE �996.46, 480 4.0 GF 101 3 GFE 1 10.5 �FE 009.8 od� ��37 $o D s 1s 3 Date UoeneeNo. 4 1 R 0 � � \ 6 �� F � � � �� QUALITY ASSURANCE/CONTROL 38 O TLOT B s2o BY DATE n � Q FE 65 6 0.0 1 40 > �� H WL 995.96 DATE ISSUE O -� S 1-25-19 CITY SUBMITTALx21. 9+00 9 8+ _ P1 NFILT ATION�ASINg4 s �I ��PQ-� 9a6 68 OREB/a'� o bi G 69 ti ns 61 ��F o�'J (�) (1) (�) C�) N v 43 / o roe PF� F 60 762. GF 1014 0 G E 101 .3 GF 1011.3 GF 101 .6 6F�c 008.8 _ 70 PROJECT TEAM DATA ° T 49 48 447 46 45 44 / x �96.46 � 57 56 as 0 LOT A 1014.0) EAR 1 1 REA 1008' '� DESIGNED: MPR z 71 5 / AR A Ha LE A _ '_ JI V I ` DRAWN: SIL N I REARI E-�- - - �: -S 6PE - 100 + x96 46 PROJECT N0: 218-0165 ni ULO 1012 I / 0 C 107 �Op �p0 + $$ x / a 101 =01- _ 6 101 too _ \ I /'96 96,Q +g9`3 6�s+ A/ Z 32 f�T01 e"w ua I --------------- ��' toil 10. I X6 E 6B 73 1` .3 �I / - _ OFE- E- GRADING TO owe / _ x f 0 0 / \ BE COORDINATED �� WITH DEVELOPER. 1.5:1 SLyPE I r / \ J °' ,! SHEET 12 of 33 aIU,53.5 162 SON I \I ` / \ / \ 0, M �- x �\ - 4 o I ` v I I v �--, � � 29 2 �, v 3 r \ - 1 - - -- In- RF R 1 4, A\ A L L I A N T x LL1 `/ / �6 A 10 ENGINEERING a` 733 Marquette Avenue 1�0 , 'I 0 FF 70 ` , Suite 700 \\ \ \ 1 2 8 02 . Minneapolis,MN 55402 \ ^ , 612.758.3080 www.alliant-inc.com eXTp 8.95 8 Z at¢ F J x2 . ex � a / QCx-6 � '8 6 �. 1 a 4 v� vv OPEN PLA AR�A / 3: 1 v 5 F /0 / All I — \ / FOREBAY BASIN SID / ex1 4 / 4 f / /� x i— � / \ / RETAINING WALL GF ) N �o2p_ _ / / \ / � � RFq 3 F 7 39 ' \\ // ' OUTLOT H HWL 01 s\ 2 i + 02 ex 3 80o . 7 \ \ INFILTRATION BASIN A \ exN s 6 3 w \ OUTLET FOREBAY x I \ \ o� ,oiz / II eX 4� I I - 60 2 s x +o —`s+o� � zo o� z1+oo zz+00 J I a x—x� 21. o y m V x1 LU 3 \� FE 0 v FE 10�.8 - 1 GF a 0 v o , \ GF 101( .16 GF 101 .3 I a � \ A27 26 25 24 23 22 21 2� 19 -18 17 161 15 14 OUTLOT 0 (b RER 1017.3 > w Za LaoU EAR / 022 EA . - INFILTRAFION v - 016BASIN C 00 1016 w Y M o 4 axHZ1.5 m HWL 016.39 1012 02 a I hereby certify that this Ian, 3 e / e e e e e e e Y a as o / I / +� \1 + y o +o +o +o +o +o +a + reci roa Ian. a repo I I I / 2 77' T7 1 7 0 7 0 7 0 70 7 7 7 f dr b me or under° 9 � 92098 °2 elraarr:uPrvi:mn ana na}IYI z am a duly Licensed NL \ IN I ! I 00- he0lawslUofAthe ENGINEER ofunder � n \(w\�n�N MINNESOTA�� O /-1 ^ M`` MARK RAUS/CH,PE� d A GONg� Date 5-19 43480 License No. QUALITY ASSURANCE/CONTROL LEGEND: BY DATE d EASEMENT LINE DATE ISSUE BUILDING SETBACK 1-25-19 CITY SUBMITTAL s PROPERTY LINE LOT LINE o TOP ELEV EOF: 1014.89 TOP ELEV EOF: 1014.89, ROW - -789- - EXISTING CONTOUR v ELEV: 1013.27 HWL 789 PROPOSED CONTOUR 0 3:1 ABOVE HWL & P .N OP 3:1 ABOVE HWL & oo F 3 ELEV: 1008.95 BOTTOM E IN FOREBAYEMERGENCY OVERFLOW ROUTING N FOREBAY 7 S `OP E 3r 1 S�oP N o <ppeSLOpe �:1 PROJECT TEAM DATA N 4:1 SIDE SLOPES DESIGNED: MPR 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 WHICH SHOULD DESIGN STANDARDS AND E BOTTOM OF AND 15% ONSITE TOPSOIL TO GEOTECHNICAL ELEV:101005.0 BE 3:1 FOREBAY ENSURE HEALTHY PLANT REPORT �� BE 3:1 ELEV:1004.0 GUIDELINES GROWTH. 0 15 30 60 POND SECTION A-A' (N.T.S) SCALE IN FEET SHEET 13 of 33 r CD 'PO o REgR — oti N -- --, � o �moo, I �f REAR' 1007. 1 R z \ \ 'oo .o ALLIANT ENGINEERING 1606.E V �1 / c zoo / '\ \ O 733 Marquette Avenue GF (� / \ Suite 700 E 1006,7 / oo / I Minneapolis,MN 55402 V , / www.alliant-inc.com �_ / o _ A a / � l I (b PQ i A OI/W/� ( o6 1 W � / � � - L / 0� ( / ILO/ REgR � Ln 9' W/ WFE loos 6 t I N ( 1 s.9 W N W �I / x REA 100 �e6-—— �0 �\d�� I P / o \ 9 -n Ei / � rF9 II I \\ 90 994 - 1 — a 1 *�� I D = ' o F� o C J 1 O 1 m w z � r I N ox o �+ _ _ z 0, aDa'——— _ o a m Z / �� -- - --- w z ilk 0 o \ x a x x 1 // o o Z o \ \ � 9a x J [ xaoz �^' LU g Cj N \ X^ �\X — X --�—sp X�x rn� _ Cps' _— _ rn T —�LfX X--Tx X—992= X X \X I ( / / //I — +ai z La W LL\ \� // a l BASIN 1 1 I I I I / / / �---- a CL z \ \ FL FOREBAY,—__———— CO OUTLET \ �\ I 1 FOREBAYI o I I� I I 1 11 m a N, \ \ \ 1 / o I I I I I hereby certify that this plan, o 0) I 1 specific aft on,or report was Prepare by me or under my direct supervision and that I am a duly Licensed \ \ \ \ / / \. 1 I 1 1, 1/ I I I Nay the laws of the ENGINEER ER under f o \G'w MINNESOTA a 0 E' MARK RAUSCH,PE 0 GO``QJ� Date 5-19 43480 License No. N40 QUALITY ASSURANCE/CONTROL LEGEND: BY DATE 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 — —789— — EXISTING CONTOUR un P SVOPE 3:1 ABOVE HWL & 789 PROPOSED CONTOUR 0 3:1 ABOVE HWL & F 3. �' IN FOREBAY of IN FOREBAY /S APE ELEV: 991.5 BOTTOM `'J pPE y EMERGENCY OVERFLOW ROUTING oc) o 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 RETAINING WALL BOTTOM OF NATIVE SOIL TYPE LAKE ELMO ENGINEERING CONSIST OF 85% ONSITE SAND ELEV:986.00 PROJECT N0: 216-0165 FOREBAY SPSM" PER z E WHICH SHOULD — DESIGN STANDARDS AND AND 15% ONSITE TOPSOIL TO a GEOTECHNICAL � BE 3:1 ELEV:986.00 REPORT GUIDELINES ENSURE HEALTHY PLANT 14 GROWTH. 0 15 30 60 o INFILTRATION BASIN SECTION B—B' (N.T.S) SCALE IN FEET 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 41 N \, SEDI M ENT BARRIERS PERMANENT SEED MIX/STABIIJ TURF) ACTIVE SWPPP MAP LEGEND `\ 1. SILT FENCE(MnDOT 3886) 1. Mn DOT 2]0(RESIDENTIAL TURF) A °`` \ 2. CURB LOG 2. SOD *FIELD MANAGER TO COLOR CODE DURING CONSTRUCTION AS NECESSARY °A `v I 3. ROCK WEEPER - \ STABILIZATION BMP'S .f --- 3 \ INLET PROTECTION DEVICES 1. STRAW/HAV P NS` ,,�[° /► /L 1. WIMCO(MnDOT TYPE A&C) MnDOT TYPE 1 MULCH ♦ G° I _ AIL G I I A N G \ 2. INFRASAFE STORM DRAIN/CULVERT 2. EROSION CONTROL BLANKET �'°� /\ iY EN a I N E E R I N O ovl 1, 3 SILT SACK(MnDOT TYPE A) MrDOT CAT.3 CURB LOGS/MULCH SOCKS PAVEMENT(DRIVEWAY/ROADS) TEMPORARY HYDROMULCH -_ - \ I \ DANDY BAG(MnDOT TYPE B) 3. HYDROMULCH `_ �`\ \ \ MnDOT TYPE 5 0 50 100 200 �,` \ q ANT 733 Marquette Avenue I TRACKING CONTROL 4. TURF REINFORCEMENT MAT � ' l 1 \ 1 2 CRUSHED CLEAR ROCK SC250 NORTH AMERICAN GREEN \! I J .Suite 700 (LAND DEVELOPMENT) OR EQUAL MNDOT CAT 6 - 6(i i ��82\ \ \, SILT FENCE SOD EROSION CONTROL BLANKET SCALE IN FEET i / � \ / \ Minneapolis,MN 55402 \ \' TEMPORARY SEED MIX GRADING ACTIVITY i ' 1. MnDOT-100 TRUCK WITHMOBILE WASH COMPLETED �/ \-\ 612.7SH.3OHO ) TRUCK WITH PROVIDED MOBILE WASHOUT �X\ �L�K' CONCRETE WASHOUT IS DONE BY 2. (MnDOT201502(1 D2 VEAR BSTABILIOZATION) / , i www.alliant-inc.com \// •1 1 \i BY THE CONCRETE CONTRACTOR. / ftv TEMPORARY MULCH COVER STOCKPILES ROCK DRIVEWAY ROCK PADS I POND a3.3 oN ,\ - - \ INLET PROTECTION DEVICES BIFF/PORT-O-POTTY �SWP SIGN /MAILBOX yDoa; ,- Z �� N. HW oz6e t- ' wl v\ �� I _ _w�% to _ �I , \ N \ I I, S T / s° N A \- � i`was cR / oo -- Y•I II --,� / �I --o ,aa«aNsmurna� / i 1 :.. w _ 11 ET �A z3 - / - o� I C��. \ / �� / /.. 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R 20 Rt} 2+ u-amN � 's Aru r.r..rro \� A 'O` \46 rasa^v% �my 18 17 16 15 �� - (VARIib� `_ 19 6 7 sr i W/e�'nrmix9 ro i Q (inimenw ensx -; __ _ Nros°na �y 3 4 \ / 16 I- / _ - - -_-_ � 18 �. -x°NR sEEr 17 a Z Jcc 1P ~�m 0 I 101 C.)'4DND--t, \R%A I m W \ - NAr aRNN a I i - \ EAw Rme ' 39 nwL Io,3.22 w/rnaom RarRn. ro I � 6 29 28 2R 26 26 24 2 � �� 36, `� �•°AND 10 I o TNvwnRr 1\ 3$ I 9. ^( L INFILTRATION BA61N A r r wan,xT B'1 N 24 I I ^1 4 , 1-- W W Q 8 O / TLOT B < roc \ 46 1 16" A a 27 T . / 6 �' +o / / O IICn prwaun°�'Ra.e"f A � Z \ � Z N 100�- �\ 34 Nmrzer NamA\mN,Ru°u RaNaIT-N wn�aw1°\oT wAPOR im \ > Q Q On / 61dR\'C� / 3 usTPra..rr,'-iN ix_aen°r°ilsim a�oNcv _ L- swwnm Ral_ 21110 3 - , I o -.. \ ✓_ 70 <.. 616059. 43 wsaEFeRrj aoNrEn° ro Z_ \ 3 _ ' \�\\\\ \ ! eioNaRa w°u"aa°T�E uv-a wNse 26 3 . 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( • - m A 11 1 1 /i_�� v 0 0��A O/ II -� ' 1 N / v v - i u 11111 A� AII 0 0 0 0 �tiw�-� A A 1 \\ J I ` O I N v w / / \ am ar R and mat I cDOo`0 00 00 aT m /� / \ am a duly Licensed \ o o m �O oQ' ` \\ PROFESSIONAL ENGINEER under -anthe laws of the State of o MINNESOTA SWPPP BMP QUANTITIES: NOTE TO CONTRACTOR: CONSTRUCTION SEQUENCING: LEGEND: ' -� 0 '� y MARK RAUSCH,PE (PER PLAN) �!O THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR MASS GRADING PHASE. „ yn „ INSTALLATION OF ALL EROSION AND SEDIMENT CONTROL BEST - EXISTING CONTOUR ww�PREM 5F PROPOSED SILT FENCE PRE GRADING 1-25-11 43480 (� 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. SILT FENCE P LF MANAGEMENT PRACTICES(BMPS)AS SHOWN IN SWPPP 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. PROPOSED CONTOUR �' 11 „ 4 >y't Date License No. �]O (�� - Psrm 5F PROPOSED SILT FENCE (POST GRADING) 4 g Q� p Yu o ``vC �r (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 '0 c INLET PR�O(T(E)CW� A\ �� -_ EA CONSTRUCTION ACTIVITY). THE BMPS ARE TO BE INSTALLED 4. CONSTRUCT ALL PRE-GRADING EROSION AND SEDIMENTATION CONTROL BMPS. - m o.yr. 4 QUALITY ASSURANCE/CONTROL BOROLL \v VVV___�\\_� 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 �n xg Pa'R,� y ` `S,` ARISE.ADDITIONAL BMP SUPPLEMENTATION TO PREVENT SITE PLANTING. :r a SEED SO d�l GRADING AREA AC EROSION OR SEDIMENT TRANSPORT MAY BE NECESSARY. THE 6. CONSTRUCT POST-GRADING SILT FENCE ON THE SITE. PROPOSED CATCH BASINS E� T d / --- DND DO NOT DISTURB AREAS "�., wo BY DATE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR ALL BMPS „t PR JECT REQUIRED TO COMPLETE THE MASS GRADING ACTIVITIES AND STREET & UTILITY PHASE; ->->->- PROPOSED STORM SEWER a.. T.miaca DATE ISSUE SUBSE UENT TEMPORARY SOIL STABILIZATION NECESSARY TO LO TION 1. INSTALL UTILITIES,UNDERDRAINS,STORM SEWERS,CURBS AND GUTTERS. m '�^®'"°^'^„ o°''� 1-25-19 CITY SUBMITTAL N PREPARE SITE FOR STREET AND UTILITY CONSTRUCTION AND 2. INSTALL RIP RAP AROUND OUTLET STRUCTURES. --------- PROPOSED EASEMENT TEMPORARY DRAINAGE ROUTING s HOME BUILDING. AT THE COMPLETION OF MASS GRADING DURING MASS GRADING EROSION CONTROL WORK AND SATISFACTORY SITE SOIL STABILIZATION,THE 3 INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. PROPER LINE 4. PREPARE SITE FOR PAVING. - SETBACK LINE c DEVELOPER AND MASS GRADING CONTRACTOR SHALL 5. PAVE SITE. 0 PULTE HOMES COORDINATE THE TRANSFER OF NPDES PERMIT LOT LINE 6. INSTALL INLET PROTECTION DEVICES. ROCK CONSTRUCTION ENTRANCE 7500 FLYING CLOUD DRIVE, SUITE 670 RESPONSIBILITIES TO THE STREET AND UTILITY CONTRACTOR 7, INSTALL POST STREET AND UTILITY SILT FENCE. u7 EDEN PRAIRIE, MN 55344 8. INSTALL PRIVATE UTILITIES -- RIGHT-OF-WAY AND THE CITY. cD PH: 952-229-0723 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES carp BIOROLL THE STREET AND UTILITY CONTRACTOR AND CITY WILL THEN ONLY IF SITE IS STABILIZED IF REQUIRED BY THE CONTRACT a ��a p CELL: 612-369-2694 ( ) ASSUME THE RESPONSIBILITY C PROVIDE INSPECTION AND � CONTACT: CHAD ON SGARD MAINTENANCE OF ANY IN-PLACE BMPS AS WELL AS INSTALL EM: chad.onsgardCr4pultegroup.com THE ADDITIONAL BMPS REQUIRED IN THE STREET AND UTILITY IMPAIRED WATER REQUIREMENT TEMPORARY SEDIMENT BASIN ,� �= - ��` � WOO o CONSTRUCTION DOCUMENT SWPPP. UPON COMPLETION TI DURING CONSTRUCTION: 4 ® �£sb g p u.�i �� M1 STREET AND UTILITY CONSTRUCTION,THE STREET AND UTILITY °'3"a - s p a 201° PROJECT TEAM DATA N CONTRACTOR SHALL REMOVE ANY BMPS INSTALLED DURING ^' ¢ ' .*^" v e pg>f N 3 +� 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 .. r. ` s ' NOTE. REQUIRED AND COORDINATE THE TRANSFER OF NPDES PERMIT EROSION BUT IN NO CASE LATER THAN SEVEN 7 DAYS AFTER CONSTRUCTION ACTIVITY i"°`�'� nP- "°" v `" y p DRAWN: SIL RESPONSIBILITIES BACK TO THE DEVELOPER OR TERMINATE IN THAT PORTION OF THE SITE HAS TEMPORARY OR PERMANENTLY CEASED. "q ` qV ° $4K.1�' U �'�.��'°.,arse '"'"`" PROJECT N0: 218-0165 43 1. SEE SHEET 19 FOR ALL EROSION AND SEDIMENT THE PORTION OF THE NPDES PERMIT TRANSFERRED TO THE Ltd \\\l Q g'ea E CONTROL NOTES AND DETAILS. CITY AND THEIR CONTRACTOR. B. TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN PART III,B.1.5 MUST BE G_v +z'x• a 4 ra+ a �' O USED FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE(5)OFs _.. B ff a 1s'gsN6" c MORE ACRES AT A TIME. 16 VICINITY MAPMAP 3 SCALE:1"=3000' 0 o SHEET 16 of 33 I 1 1 10 1 11 N �l it - - w ` _i J i i �I! Al11 11 I11 I 1 I I I I // ' // // G �� =��- > — ' I� 1 1 `1 11 1 I I !/ v, v1 _ v�E �� ALLIANT \ - III 1 A _BP PIPELINE III. �� v �' ` / ;! I , I 1 A 1 1 - y� �� \ \\ III Iv IIv, `��I11 �v i!' pR pN ENGINEERING 733 Marquette Avenue I IT -os..11 Suite700 o o 0 o—Fo - - -- ;� I 1� i i l l v O� Minneapolis,30 55402 -- �_\ -- ———— _ _�`�� I / I / / !/ � \\ \ /'�/IQ=Y-IOiS)\ \ \ / \` Q ZJ rJ0 100 1 - 612.758.3080 — i i i vv j www.alliant-inc.com \ SCALE IN FEET � � LEGEND: / / j / / / / // \\ \\\ \\ \\\ ----789---- EXISTING CONTOUR —PRE-eF— PROPOSED SILT FENCE(PRE GRADING) E D � /�y / / l ljj j/ \\ \\ \\ \ \ 789 PROPOSED CONTOUR �- a \ v \ _ / =---i / / / / / \\ \\ \ \ \ —PST-SE— PROPOSED SILT FENCE(POST GRADING) j \ \ PROPOSED RETAINING WALL (NP') \ \! -� r/! _ \ \\ \ X\\ DIRECTION OF DRAINAGE 1--1 INLET PROTECTION � � ROCK CONSTRUCTION j �\l // ��/l� s� / / ` \ \\\\�\ �`"�I I POOZE \ \ DND DO NOT DISTURB AREAS \ eca ENTRANCE �� i '// / w� vvvv v A ` v ■• PRoposeD CATCH BnslNs a^ m / _ \ PROPOSED STORM SEWER --------- PROPOSED EASEMENT DURINGORAMASS DRAINAGE ROUTING GRADING PROPERTY LINE �— - O - •\�Q2g\ =103 E \ \\\ ! I/ \� \ \ \ - - -- SETBACK LINE X X-7 / 1 \ `�O \ s \ \\ `\ LOT LINE ROCK CONSTRUCTION ENTRANCE J T RIGNT-oF-wnY W 52 ^ - - 'V \��•�\� BIOROLL 17 U v vv TEMPORARY SEDIMENT BASIN a DND z„ \\ � 50 v v Q e EROSION CONTROL BLANKET W 6 /\ J Q O 46 FUTURE FOREBAY AREAS TO / - �� o� j� - P 3 .BE USED AS TEMPORARY ,9 18 , 1 ^\' /�— Q O FOREBAYS. DIVERT 45 `.., AWAY FROM FUTU WATERRE INFILTRATION BASIN AREA TO FOREBAY AREAS. DISCHARGE 4 o W/FAIRCLOTH SKIMMER. x e INLET PROTECTION (TYP) m Z BIOROLLS v t v t v � W 0 14 — S °� 2_ W4 x 1 8 18 19 �' _ z_ oI rn 1 g bTO FL /o� FUTURE FOREBAY AREAS TO - A Q 21 /4 _ z o a `/ �zg BE USED AS TEMPORARY „ Z r`I \ AAAA - \" FOREBAYS. DIVERT WATER o / - W O _ OP€�PI A A�R� FOREBAYAWAY FROM FUTURE ti ti TL E I I J � N BASIN AREA TO W FAIRCLOTH SKIMMER. 1 �� x I ` I w J 0 - 1 \ OUTLOT H FOREBAY W/FAI Y AREASKIM CHARGE / ° / a /..,/ z w W cc O 39 ° �\ HwL 1o13.zz / h / W Q 0 I � v TEMPORARY � � _+� m � d W 38 I P 5 Zc / / 24 5 INFILTRATION BASIN A \ -" z FAIRCLOTH SKIMMER I hereby certify that this plan, Z s SEDIMENT BASIN W 25 c \ spe.;fl�anon,Te re Pont eer s I �\ 1 d m C \I p epared by y O n 3 26 / (fir dire a duly Licensed and that I u7 ,I. 1012 7 am a duly Licensed °o _ PROFESSIONAL ENGINEER under o •a the laws f the State of DO L ! \ / ,rye 7 \ \ 0 \ 27 28 r/ I MINNESOTA 6 016 o O ,9/ ti �.. V 6 G \/ TEMPORARY / .� \ I MARK RAUSCH•PE - � � SEDIMENT BASIN 1 C W/ �I 1-25-19 43480 \ / +o�~ o+ +o - FAIRCLOTH SKIMMER \ Date License No. - =1 - - - - TEMPORARY `� 1020 0?2 \ I �009. \ I QUALITY ASSURANCE/CONTROL E 34 PROTECT INFILTRATION AREA DURING MASS SEDIMENT BASIN W/ 4 -, GRADING. BASIN ELEVATIONS SHALL BE .� S FAIRCLOTH SKIMMER 10 _ \ LEFT 1-2' HIGH AFTER INITIAL GRADING TO _ _ - 11 BY DATE �\ \ PREVENT CLOGGING OF NATIVE SOILS VIA - - - - - - 1--I 3 o P M DATE ISSUE SEDIBASINATO PLANFINISHED ELEVATION GRADING AN BED I 2 2 Qom. x 1-25-19 CITY SUBMITTAL COMPLETED ONCE IMMEDIATE UP-GRADIENT_? 26 2S 24 23 22 21 2 1.9 0 18 17 16 15 1 OUTLOT I \ `-' AREAS ARE STABILIZED. SEE EROSION I I UTLQT F 1 CONTROL NOTES _SHEET. CO � 1 I l 1 INFILTRATION of ` 0 1 II II I I I1 N C HWL 016.39 n ` ,01 K 51 022 III I `i/ � � _ J / / m DO \ \ I \ 11 V '� A \ AV _ FIll S PROJECT TEAM DATA 0 I I\ I 1 ® \ / I I \ \ /OINT TOPRE—SF -- DESIGNED: MPR c� A ��J SOUTH DISCHFLOWS ARGE POVERLAND �� 1020 x I I o \ TO THE SOUTH TO MPCA J P` DRAWN: SIL �> _ _ �, IMPAIRED WILMES LAKE DND --� _ �� PROJECT NO: 218-0165 ., � ��// ��ll��ll Av v�, vv I � � � \ . � I �� v � �� _ �'�`QN� � -� — ND o�o �,�'�� ,-I jI I ` v o� , , 17 III \ b / ./ .2\ \ SHEET 17 of 33 , Q_ n \ I i N �` -- _ -- o1 4 99°o DIV ms _ ALLIANT F1 —A � � eNe. M Fo 733 Marquette Av enue Suite700 oR Minneapolis, 55402 V40 0 25 50 100 I 612.758.3080 10, www.alliant-Inc.com SCALE IN FEET - — — I �II IIII ��V�� Q � `e " TEMPORARY 3 8I i SEDIMENT " LEGEND: BASIN W/ V FAIRCLMOETH/�/ I K 789 PROPOSED CONTOUR � 0EXISTING CONTOUR PROPOSED SILT FENCE(PRE GRADING) •II � S s PROPOSED SILT FENCE(POST GRADING) � 5 PROPOSED RETAINING WALL GGK CONSTRUCTION 4 DIRECTION OF DRAINAGE INLET PROTECTION ENTRANCE 3 - 1® PROPOSED CATCH BASINS DND DO NOT DISTURB AREAS > > > PROPOSED STORM SEWER , // // i I / I I nla o I!-\ ` jam' / i j � '1 n R --------- PROPOSED EASEMENT T EM I I \ l PORARY DRAINAGE ROUTING / I / I ..n E. C.`��11 DURING MASS GRADING / I I ELEv.ON PROPERTY LINE - SETBACK LINE LOT LINE II w / ROCK CONSTRUCTION ENTRANCE I l I l / I �_i� ��i >' .9 i -- RIGHT-OF-WAY I Q BIOROLL C GU TEMPORARY SEDIMENT BASIN L _-i� F_ 16 15- _ Cn EROSION CONTROL BLANKET / / X' J ' / /// 31\ - LU J 000 10 30 cc Q Z FOREBAY Q _o PROTECT INFILTRATION AREA DURING MASS GRADING. BASIN ELEVATIONS '\`� \ \ \ SHALL BE LEFT 1-2' HIGH.AFTER — m Z I / 2\2 / TEMPORARY INITIAL GRADING TO PREVENT FUTU FOREBAY AREAS TO w Q "o, CLOGGING OF NATIVE SOILS VIA BE U D AS TEMPORARY V) 21 SEDIMENT BASIN W 1 I' SEDIMENTATION. FINISHED GRADING FORE*YS. DIVERT WATER — o �OP�/ s 7 FAIRCLOTH SKIMMER OF BASIN TO PLAN ELEVATION CAN I' \ AWAY-FROM FUTURE w E ` &' BE COMPLETED ONCE IMMEDIATE 1 INFILTRATION BASIN AREA T a w n 14 2O �o� 14 UP—GRADIENT AREAS ARE FORE Y AREAS. DISCHARGE ~O a (n Do 0 19 6 --- STABILIZED. SEE EROSION CONTROL Q /�. W/F RCLOTH SKIMMER. J cn � �/� � NOTES SHEET. J w 0 5\ I _j —r �_ 18 / P) 3& Z o� z a / 17 A / �� > Q Q o a —i \ a� INLET PROTECTION (TYP) ^^ °" 3 � Z �6 �ko Z /_ _ J /2 ;, I � N J — 14 \ 17 < w W `E 13 ,oi �PE RLAY ARIA Y 12 / a I � \ 33 m � a w 10 ' j/ �1 0UIIT 18 -\ _ 3� ' 1 hereby certify that this plan, — / ae 9 POOL 1012 y, 9 FOq __; " ----,�DND prepared by me rrp under my 3 EOF Q95.96 supervision I dire and that I N 1Qr� TL 8 m ) duly Licensed 7 1 �k / �- '--' - - 0 \ \- DPIS PROFESSIONAL h ENGINEER under opj I - \ i \ \ 35 \ I 01 MINNESthe OTAf the State of EAS O �1O 6 / �Ax 27 28 27 26 25 24 23\ \ \`\ \ / 3� \ \ OVER MARK RAUSC/H,RE d 0 THEN 1-25-19 43480 37 M Date License No. IMP QUALITY ASSURANCE/CONTROL 1 c� I 3 az— o 63 \ � 38 OPTLOT B _ BY DATE L 995 i o, > — — > — DATE ISSUE 9 /1 Hlw / x 8+ _ �� 1-25-19 CITY SUBMITTAL // OR R r. �O 4 39 NFILT�iATION BASIN FUTU ORE IAY ARE�S TO o IMMER - \ - / / V� — — — ,oG // / BE US D AS TEMPORARY 4� FOREB YS. DIVERT WATER AWAY OM FUTURE 69 INFILT�TION BASIN AREA TO o �" \ 61 - - \ I / / / ' FOREBAY AREAS. DISCHARGE ,o-z _ I W/F CLOTH SKIMMER. AI x 70 J A 8 57 56 71 0 LOT T 52 51 50 �9 48 4�76 C) 0��' oa PROJECT TEAM DATA DESIGNED: MPR ✓ DRAWN: SIL - io / PROJECT NO: 218-0165 Ui o / 4 o m p0'c oosr law_ / C K 1016 1076 C, / RE —PRE—Sp —p 2 f —Sf m -� -� 18 PRE SF — SF PRE BID(Ty I I I , ^�D N D�� x m j ► 10 ' .� — I 1 I (TYP.)� SHEET 18 of 33 EROSION AND SEDIMENT CONTROL N01N(MPCA)NEXTTICKS ANAGG.'NT PRA."S(BMP)A To r 0 6'T-SHAPED METAL FENCE POST DN O R VEHICLE/CONSTRUCTION TRAFFIC) MAINTENANCE PROGRAM: ALHALL C.PL' L MN°DT G6]T DISTURBED AREAS WITH E INCHES OF TQPBQL CONFORMING i0 OR 2 ODD PG 6' 1, FOLLOWING NOTES ARE MEANT TO SUPPLEMENT CITY OF LAKE ELMO NOTES.IN CASE E A ELL,WORK OR A ER ED I ALL DEVELOP M WORK AND SUILOINc M A M OF CONFLICT CURRENT CITY NOTES ARE TO GOVERN. SPECIFIED HEREIN ArvO MAwraN urvnL U M i - STREET CONSTRUCTION Is COMPLETED. x2 E.sEODENaus NAu sNO FErvcE AND EOTHER ERosoN m WORK ORDER.NOD%oRNDTAFFnEIUD THE L.NTRAMAY USE ANY MEFUI OR C.M.I.ATICAN.1 MEFF SAKE DAY OF NSAIo WEEK sHu�Ue[DAY IF THE ccoMP�[r[o�a�Ion"rRncroa sL[xPErvsE. HA 2. INSPECT SILT FENCES IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY 3.MAINTAIN ALL SILT FENCE AND REPAIR OR REPLACE AS NEEDED OR REQUIRED DURING PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING SILT FENCE. DRGRDDNDGDR ALLIANT HAS SEEN ESTARLEAED AN.APPROVED BY THE ENGINEER. R UNTIL TURF HAS BEEN ESTABLISHED. WHICH WILL NIT INTERFERE WILL OTHER WITH A THE 11 ANN NIT TO-AIE ENGINEER R" 'LEND I STAKES AN A I THE'IN'I LT FEN' "ALL3. REPLACEMENT-FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR E N a I N E E R f N p 1,1 LT FENCE T"E ION CLUB ITUALL NITALL I ITT FENCE AT THE LOCAL A I- 'OSED OFF STE, CONTRACTOR SHALL HAND aE I LESS 4,RESTORATION WORK SHALL BEGIN WITHIN 7 DAYS OF FINAL GRADING. M INEFFECTIVEF R TH ARRI R N LONGER NECESSARY. LT FErvcE BECOMES BEFORE E E BARRIER S O LO GE ECESSAR DRAFROMAID ALL EROSION.SEDIMENT OR OTHER ADVERSE RESULTS OF THEIR OD.AS REQUIRED.AND 6.BOULEVARD AND DITCH RESTORATION INCLUDES FINE GRADING WHICH INCLUDES THE \ ANCTEAL SILT FENCE SHALL FIT IN+ SE REPAIRED. 4. SEDIMENT REMOVAL-SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM ATCH THE FINISHED cRAOE To THE ADJACENT AREA. REMOVAL OF ROCKS,DEBRIS AND SOIL CHUNKS,WHILE MAINTAINING POSRIU 733 Marquette Avenue SE REQUIRED As DIRECTED Sr THE IT'ALILEENCE GET DRAINAGE. EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-THIRD THE C� A. FENCE OR SEDIMENT TRAPPING fFAIL Ill" E III W HEIGHT OF THE BARRIER. ANY SEDIMENT REMAINING IN PEACE AFTER THE SILT FENCE OR Suite 700 srsEMs PucEo ARourvD THE ENTIRE PERIMETER. iv FILTER FABRIC IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING FIT IT THE'TOR'FEW "T +a°T GRADE,PREPARED,AND SEEDED WITH THE APPROPRIATE SEED MIX,OR SODDED AS II Minneapolis,MN 55402 r pF. DIRECTED BY THE ENGINEER. ER I L� B ACCORBANDENALTEi It"EC7 STANDARD DALA. FEET -INELL STAFF GO P�MGEA MEDATEUY ON STEEP [s(iRORI NEPOR DCREAN[R)D All 0+ REOU PEA REPUCEMENi ASMDIRECTEDHfirLLTHE ENG HEERAiO OBTUN iA uxE NREw I � AN EMEA4EMENTS.PERMANENT ADD 7EMPORAABf PONDS.AN OUTLETS AND D ERaDWB 612.758.3080 E To PRmEcr THE COMPLETED CPIKE AND MIwM¢E SILT IN THE RUNOFF. INsrALunoN AccEPinBLE i0 THE cln. COMPACTED 5. REMOVAL OF SILT FENCE-SILT FENCES SHALL BE REMOVED WHEN THEY HAVE BACrcDLL�,.. SERVED THEIR USEFUL PURPOSE,BUT NOT BEFORE THE UPWARD SLOPING AREA HAS BEEN N E OR A:NOR r 7i wIL NIT MPDDNI WATER 2U'ExiENDEE PE l DF TIME 'REENT,A A, PERMANENT DIDRDLL B NE G nEM).B www.alliant-ino com PERMANENTLY STABILIZED. IF THE UPWARD SLOPING AREA IS TO BE EXPOSED LONGER V THAN IX MONTHS,THAT AREA H R WITH TEMPORARY ATI N WH N TO RE uTLZED N AREA WHERE vEHCLE S (6) 0 S. E SHALL BE COVERED EDVEGETATION E L D DDNsiRMGTDN iR FFD DGGDR N FIRST EXPOSED. 6.TEMPORARY sEO MEM B.AS Ns THE coNTR+CTOR$XPLL NcoRPORATE TEMPORARr SED MENT c"ousauC�ouHs�[oaALo v[ms DRAMS ARaruuorifOiMs�uusi0aE0sna THE WIRY SE rvsrALLED as Dices CHECK ONLY N SEE LOCAi ons A5 APPROVED Br O INsrAUED AS FAD ED er THE rrr ENCNEER. EMPORARr SED MEM BAS Ns SHALL BE ED !W G Sns Ns THROucf+auT THE CONsrauCTON sRE TO CAPTURE RurvOFF arvo slow THE FLOW 20o LNFAL FEET FROM THE PROPERTY EDGE OR FROM THE PO NT OF OSCHARGE Nr0 THE crrr Ell FEES.eOROLLs ARE NOT of wniER AND Auow SED'ENT TO sEfTLE oLrt i ANr suRFACE WATER srna uunoN of THE Lwsr zoo urvuL FEET Musr eE cOMPLEr C WITHIN 24 HOURS AFTER CONNECT NG i0 A SURFACE WATER.STABL ZATON OF THE z.aoTAnoN sLi cuRiA N.aoraroN sLT cuRruN SHALL SE Ln uz[D WHEN causraucn°N ``1 z.Racrc cONsireucnoN ENirurvcE.A ROCS ENTRANCE SHALL eE CONITRDCTED AND REMNN rvc PORrous of Am TEMPORARr OR PERMANENT DrcHEs OR swALEs Mu sr eE ACTmnEs DCcuR DIRE OFF AOJAccrvT To uEEs,srRUlns oR wEngrvos IN CREEP To QGV 6, THE CONTRACTOR MUST ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY THENTAINEE EMPORARY N of aornnoN P - SEVEN(7)DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL slr CURTA Ns wLL aE REou REO As DIRECTED sr THE cry ENCNEER. FOR N ��O`, EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. 1. MAE PUBLC smEETs.A cEoiEmLAN TO REDUCE iRAcrc NG of uuoERNUTLD+�ONTO HOM q�powRTnaN or�E opCL�i RHa�rzldvoanRT�oR a[al�nnN[nnvcFNnOSEo�NSiRULTON G.NruN s[DMENrs NEAR THE BANKS OF wORENG AREAS.THE INSTALLATION 03 rc PERFORMANCE VIA All IEIRII ITALL BE REMOVED OR ED FROM nREs YSIEM E(WIT PROPERLY DESAIGNED FRIDGE DRCHHCHECKS MBIO ROLLS.SILT r G ROUGH PERG.NGRELEWAIAHOETALLHOLDANDE.LIDWASTESENERATEDEaSONETEArvDvrHICLEurvDERCARRwcEPRIORToLFAnrvcTHEsRE ciI A TEONNO NEED To sE sTUSE.IS TH THIN .( N H. ]. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION TRERCXrIL [N FANI LOU 24HOURS ARER No LONGER BEING USED As A SEDIMENT CONTAINMENT SYSTEM. BEERHER. PACTE.O1YFREETHATDOESNETAUSN _ -`S MUST BE RECORDED IN WRITING AND THESE RECORDS MUST BE M 6 RETAINED WITH THE SWPPP RECORDS OF EACH INSPECTION AND MAINT NAN A TIVIN HA INTHE O E CE C S LL CLUDE'WASHOUT TO THE CAN ED 12,THRF EFLAILLIHIENT,ALL EXIIIEl IlIL AREAS INTEL BE STRACIFIRED AS 1011 AS AH A SOL A WAITED MUST HOT CONTACT THE CROURE,AND THERE MUST NOT FE FNA.FF wEPN ofTHEsTREEfsuDEEMERE uNED ATDEVELo NTR+ RExPENSE.AUL BE CC PARCHE 'ONACT ♦ 1waW rM�re/c o '� N THAT PoanoN of THE sDE HAs TEMPORARar ore G o � peRMArvErELY CFasEo. TO INFORM CONCRETE EDUIPMENi O NOTE.- A.DATE AND TIME OF INSPECTIONS; .PER TORE TO"LIE HE PROPER FAGIMn . N MNDQi25]3. MA E PAAT ALL RE/Ao DN TRAFFIC,SILT FENc iNSrypE rvEARCVEHi LOCAnOrvs.uc B.NAME OF PERSON(S)CONDUCTING INSPECTIONS; -MATERIALS SHALL PCONFORM TO MNDOT SEES, C.FINDINGS OF INSPECTIONS,INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS; D.CORRECTIVE ACTIONS TAKEN(INCLUDING DATES,TIMES,AND PARTY COMPLETING MAINTENANCE ACTIVIES. E.DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN)Z INCH(FES 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 HIATT 8, WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, cn MARCH 2O17 MARCH 2O17 MARCH 2O17 MARCH 2O17 MARCH 2O17 BUT WORK REMAINS ON OTHER PARTS OF SITE,INSPECTIONS OF THE STABILIZED AREAS !� TnnDnwuanwwO vo TnnO,v.O orenwwa_vo TnnDnw DrenwwO vo l.nxn T.-IR:No TnrvDnreu DanwwO_vO MAY BE REDUCED TO ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO J CITY OF LAKE ELMO s ;-A fPKEM MO s .:"N.0 s ,..o..� s ..:.::m:. s FROZEN GROUND CONDITIONS,THE REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE IPKEPJ.MO _ F� CITY OF LAKE ELMO eoo6 InK_E CITY OF LAKE ELMO eooco CITY OF LAKE ELMO b00D InKEPa.Mo CITY OF LAKE ELMO em PUCE AS SOON AS RUNOFF OCCURS AT THE SITE OR PRIOR To RESUMING Lnrze LLMO LU LLLMO Ln60LLMO Lnxa elMo LnrzeeLmO CONSTRUCTION,WHICHEVER COMES FIRST. ............................................................................................................................................................ ....................._.._.._.._.._................._.._.._...._.._.._._.._...._._.._.._._..._.._.._.._.._................. INFILTRATION BASIN NOTES: w MANTAN All ILL"GULFEROSION CONTROL GENERAL NOTES: TO ACHI FLOW OF STORM WATER INT Y51EM. a'CONSTRUCTION FENCE 1. ALL TEMPORARY EROSION CONTROL DEVICES MUST BE INSTALLED 0 PR AIR 6 'HT PRIOR TO INSTALLATION/CONSTRUCTION OF INFILTRATION BASIN. 1. NO LAND DISTURBING ACTIVITY SHALL OCCUR UNTIL q GRADING PERMIT HAS BEEN ISSUED FROM THE CITY OF /III NE VICE sliAv[o SNETALDFINCEOFIoSUi LANE ELMO AND REVIEW FROM THE WATERSHED. Z LYE5rEN SLEEV FILTER ASSEMBLY / 1 10 - 2. ALL STORMWATER RUNOFF SHALL BE DIVERTED AWAY FROM Q PO E S i 2 BEST MANAGEMENT PRACTICES(BM SS)REFER 0 EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE n- Elf.' _) EASEMENT LINE INFILT COMPLETELY GRADED AREA D AND PLANTEDSEDIMENT POND UNTIL BASIN IS MPCA PROTECTING WATER QUALITY IN URBAN AREAS TAND THE MINNESOTA I CONSTRUCTION SITE EROSION AND SEDIMENT I 1` , '' ) F D - TY PERTY LINE CONTROL PLANNING HANDBOOK. lE?il I i i Ny t, +� ( 1 I_f 3. CONSTRUCTION OF BASIN SHALL BE SUSPENDED DURING PERIODS OF 31 11 ,) ( _ �PreO RAINFALL OR SNOWMELT. CONSTRUCTION SHALL REMAIN SUSPENDED 3. ALL BMP'S SELECTED SHALL BE APPROPRIATE FOR THE TIME OF YEAR,SITE CONDITIONS,AND ESTIMATED W _ IF PCI WATER IS PRESENT OR IF RESIDUAL SOIL MOISTURE DURATION OF USE. CONTRIBUTES SIGNIFICANTLY TO THE POTENTIAL FOR COMPACTION. 4. ALL WORK AND MATERIALS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS.ANY DEVIATION FROM O G t} uMl I:I:I•jl"i' ` 'fir; 3k� d� ) ( - .: II- III-III-III-III-III-III-III'� '- - 4. COMPACTION AND SMEARING OF THE SOILS BENEATH THE FLOOR AND THE APPROVED PLANS SHALL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. I IC . Z `1./." Gy C SIDE SLOPES E THE INFILTRATION BASIN AREA SHALL BE MINIMIZED. �_ ! A 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 j q_ c t INFILTRATION BASIN SHALL BE CORDONED OFF TO PREVENT ACCESS J SI:..:1101`I qti - C T H I BY HEAVY EQUIPMENT. ACCEPTABLE EQUIPMENT FOR CONSTRUCTING 6. THE BOUNDARIES OF THE LAND DISTURBANCE LIMITS SHOWN ON THE PLANS SHALL BE CLEARLY FLOGGED IN THE 'ABSEMBMANHOLEYCOVER iC I,II j I��III� THE BASIN INCLUDES EXCAVATION HOES,LIGHT EQUIPMENT WITH FIELD PRIOR TO CONSTRUCTION.NO DISTURBANCE BEYOND THE DISTURBED LIMITS. O 0 FIT I� II"�it TURF TYPE TIRES,MARSH EQUIPMENT OR WIDE TRACK LOADERS. WIMCO RD-23 OR APPROVED EQUAL ]. WHEREVER POSSIBLE,PRESERVE THE EXISTING TREES,GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER L S CORPORAT ON STOP 5. IF COMPACTION OCCURS AT THE BASE OF THE BASIN,THE SOIL RUNOFF. J r 'I4ILTER Ass RFLOW ABLY ENTER of - T�O \ 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 O CTOR PLATE E)ll OCCURS,THE SMEARED AREAS OF THE INTERFACE SHALL BE FLOWCORRECTED BY RAKING OR ROTO-TILLING. AGRICULTURAL PRODUCTION.PLANT AS SOON AS POSSIBLE TO ESTABLISH DENSE GRASS FILTER PRIOR TO CONSTRUCTION AND TO MINIMIZE WEED GROWTH. _. 6. CONTRACTOR TO DIG TEST PITS DURING TIME OF CONSTRUCTION TO OU1=R6F BCC TOP OF �� EVALUATE ANY POSSIBLE NEEDS FOR SOIL CORRECTIONS.ENGINEER 9. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED.DO NOT OPERATE EQUIPMENT WITHIN THE DRIPLINE, r - tIPE111 H M)ELM y ,1 M ., ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. RI'LON Cl B -,_,rT �+ curee STOP TO REVIEW TEST PITS TO DETERMINE THE NEED FOR AN UNDERDRAIN f.I I_I.h 'LT ASSEM LY M LO1 PIE CIO E 111E F rl SIDLEBI .SI:D UI I[IT'.THE FOR EITHER TEMPORARY TURF ESTABLISHMENT,OR TO RELIEVE tOL N c THE WATER SERVICE / WATERMAIN� SEASONALLY HIGH WATER CONDITIONS. LA ALL EROSION AND SEDIMENT CONTROL FACILITIES SATISFACTORILY SHALL IN INSTALLED AND N OPERATION PRIOR TD W CURD IG LAND DISTURBANCE ACTIVITIES AND THEY SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED = ui -<- O -' - :F c. ) ]. INFILTRATION BASINS MUST MEET INFILTRATION RATES OF 02 IN/HR AND THE POTENTIAL FOR EROSION HAS PASSED. :.IR FOR BASIN A AND 0.8 IN/HR FOR BASIN B A rN _ 11.SILT FENCE IS REQUIRED AT DOWN GRADIENT PERIMETER S DISTURBED AREAS AND STOCKPILES. PROTECT FE:URI IEI CD.101' SANITARY SEWER HOME BUILDING NOTES. WETLANDS,WATERCOURSES AND ADJACENT PROPERTIES FROM SEDIMENTATION AND STORMWATER RUNOFF. Q i` 0 C .v IE T, T CI RL 1 ,'.ICG-2J HIGH-FLOW y 12.THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS IJJ _ 1. SEDIMENT BARRIERS SHOWN WILL BE INSTALLED AS NEEDED ON A LOT Q a W o I I IIII I U^,I L_ +� rO rxJ F ,vi lE E 1ID R,e RA,F R0. D VICE CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE.THE SEDIMENT H ^ /� A\INI^R lE.C sAN TARP.,EWER sER By LOT BASIS DEPENDING UPON SITE ACTIVITY. SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE Q 1.� V/ Lf) 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 PERMITTEE/CONTRACTOR TO 0 _ BY LOT BASIS DEPENDING UPON SITE ACTIVITY. ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND W > Q .' r.;- (--:: ,f I - -+:I.;....., SEDIMENT CONTROL AROUND STORM SEWER INLET TO PROVIDE ADDITIONAL FIRE'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS,AS MAY BE Z f OC": LO C FRL,'U0N1 ENTRANCE TYPICAL SERVICE PROTECTION 3. CONCRETE WASHOUT IS DONE TRUCK BY TRUCK WITH A MOBILE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. J Z Ey Q I WASHOUT SYSTEM PROVIDED AND CONTROLLED BY THE CONCRETE \ a 13.THE BMP'S SHALL BE INSPECTED DAILY BY THE PERMITTEE CONTRACTOR AND MAINTAINED AS NECESSARY TO Ol 7-I"l 117 MARCH 2O17 12 iIL MARCH 2O17 CONTRACTOR. / ............................................................................................................................................................ ................_._..._.._.._.._.._..._._.._..._._.._.._.._...._.._.._._.._...._._.._.._...._.._.._.._.._..._;7_..._._. ENSURE THEIR CONTINUED FUNCTIONING.SILT FENCES CLEANED OR REPLACED AT SEDIMENT BUILDUP OF 1/3 OF Q ..:,nL. IM;n'i. s'rnw.+rzDO2+wwr,No. .vrnxu.+au nanww,+rvo. .. z oa.+,WI,:c:IO. 4. INSTALL SEDIMENT BARRIERS UP GRADIENT FROM SIDEWALKS AND THE FENCE HEIGHT. O TM..m h RAI S.N t i� i�i� L IL,T I.MO C t=i1: IP�E�M110 CITY OF LAKE ELMO fiUq I I..� �li) I�I.rY I,�F�...1��_I:;�_I„l\,11�I fi11.5 �Kr_�e CITY OF LAKE ELMO 606 14.LAND DISTURBING ACTIVITIES SHALL OCCUR IN INCREMENTS OF WORKABLE SIZE SUCH THAT ADEQUATE BMP � � C 11I INSTALL ANTI-TRACKING CONTROLS FROM BACK OF CURB TO PAD. CONTROL CAN BE PROVIDED THROUGHOUT ALL PHASES OF CONSTRUCTION.THE SMALLEST PRACTICAL AREA SHALL EL J _J_LIm: L,vcEEuo J..._.._.._�_S�_.L�.._..._._. L.ixL Lu,o � ............................................................................................................................................................ ................_._..._.._.._.._.._..._._.._..._._.._.._.._...._.._.._._.._...._._._._. WHEN SIDEWALK IS PRESENT ROCK BOTH SIDES OF SIDEWALK. EXPOSED OR OTHERWISE DISTURBED AT ANY ONE TIME. N POLLUTION PREVENTION 15.OPERATE TRACK EQUIPMENT(DOZER)UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS,LEAVING TRACK Z W IIJJ O C GROOVES PERPENDICULAR TO THE SLOPE.DO NOT BACK-BLADE.LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. W Y M x wawNERTo.a MANAGEMENT MEASURES: m _ a w 16. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED FROM EROSION WITHIN]DAYS OF SUBSTANTIAL 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 Poc"sr°°��® zrzzL coW rgy GRADING COMPLETION IS DELAYED LONGER THAN]DAYS. PERMANENT SEED AND MULCH OR SOD IS REQUIRED O 1 Y WITHIN 3 DAYS OF COMPLETION OF FINAL GRADING. hereb certify that this Ian, 1.SOLID WASTE:COLLECTED SEDIMENT,ASPHALT AND CONCRETE MILLINGS,FLOATING DEBRIS,PAPER,PLASTIC, y y p a ® wLrcTHnsxe O�z+Vr 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 U ® L. sareo N- O COMPLY WITH MPCA DISPOSAL REQUIREMENTS. PERMANENT SEED SHALL BE REECE MIX 270 0 120 LBS.PER ACRE OR APPROVED EQUAL. (PLANTING DATES PER prepared by me under my N s0 P9'3PT 2.HAZARDOUS MATERIAL:OIL,GASOLINE,PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, SPEC 2575) MULCH SHALL BE MNDOT TYPE 1 (CLEAN OAT STRAW)0 2 TONS PER ACRE AND DISK ANCHORED IN direct supervision andthat I N OVERLAP END JOINTS INCLUDING SECONDARY CONTAINMENT,TO PREVENT SPILLS,LEAKS OR OTHER DISCHARGE.RESTRICTED ACCESS TO PUCE OR APPROVED EQUAL. FERTILIZER SHALL BE 80-80-80 NPK PER ACRE(UNLESS P RESTRICTIONS APPLY) am a duly Licensed OD 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 L TINTERVALS. BE IN COMPLIANCE WITH MPCA REGULATIONS. the laws of the State of p nsmrs TuSE MSER 18.POND,BASIN AND WETLAND AREAS SHALL BE SEEDED IN ACCORDANCE WITH LANDSCAPE PLAN. MINNESOTA�n� W wutLlww 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 o,/! (30)DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER O fR um ® `R O �sw"sa nNO mow Am"o PERmEcnvM.E M. CATS 4.NO ENGINE DEGREASING IS ALLOWED ON SITE. NEEDED. MARK FALSER,PE SG4,4¢Oh .nom D.w w« uxF ow c✓sTx nes O are" O FF-lux lm 5.STREET SWEEPING IS REQUIRED A MINIMUM OF 1 x PER WEEK OR AS DIRECTED BY CITY ENGINEER.ALL SEDIMENT 20.AN ALTERNATE EROSION&SEDIMENT CONTROL PLAN SHALL BE REQUIRED FOR LAND DISTURBANCES ON EACH LOT 1-25-19 43480 R ` s,m wTT TRACKING SHOULD BE SWEPT WITHIN 24 HOURS AFTER DISCOVERY.MPCA PERMIT REQUIREMENT. AS PART OF ANY FUTURE BUILDING PERMIT FOR THE CONSTRUCTION OF STRUCTURES AND DRIVEWAYS. Date License No. O u+w� xxsnr cur mowFoun ms runs) O FINAL l7TABILI�ATION- 21.ALL EROSION AND SEDIMENT CONTROL ITEMS MUST BE IN COMPLIANCE WITH MPCA CSW PERMIT(MN R100001) rca a sawc ROCK LOG/COMPOST LOG O QUALITY ASSURANCE/CONTROL o THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE. THE CONTRACTOR MUST SUBMIT A NOTICE OF EROSION CONTROL SCHEDULE: OVER TERMINATION(NOT)WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE,OR ANOTHER OWNER/OPERATOR STAPLEFOLLOW MANUFACTURERS LONGITUDINAL JOINTS (PERMITTEE)HAS ASSUMED CONTROL OF ALL AREAS OF THE SITE THAT HAVE NOT UNDERGONE FINAL BY DATE 11 FOLIAW MANUFACTURERS MINIMUM OF 6- Riaw STABILIZATION. FINAL STABILIZATION CAN BE ACHIEVED IN THE FOLLOWING WAY:A L SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS MUST BE STABILIZED BY A 1.PRIOR TO ANY CONSTRUCTION OR DEMOLITION,SILT FENCE AND FILTERS SHALL BE INSTALLED AS SHOWN SPECIFICATIONS TO INTERCEPT RUNOFF. DATE ISSUE to L FILTER BAG INSERT p UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF]0 PERCENT OVER THE ENTIRE PERVIOUS SURFACE 2.ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD 1-25-19 CITY SUBMITTAL N WP Poanu) (Dorm Foam+) (cw+.Fs�mom""xer�me 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 SEE A. 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 MAINTAINING ADEQUATE N Aax COMPLETE,MUST BE STABILIZED TO PRECLUDE EROSION; EROSION CONTROL IN ADJACENT AREA. ANCHOR TRENCH s wx urcrx cos B. ALL TEMPORARY SYNTHETIC,AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL LIMPS 1 T03' - r (SUCH AS SILT FENCE)MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION;AND 3.SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT OF 4"OF TOPSOIL FOR [AYO 1.DIG 6"XAKTRENCH C. THE CONTRACTORS MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY DISTURBED AREAS TO BE RE-VEGETATED. 2.STAPLE L A T I.T(TRENCH '°°E°a'T�0+ NOTES: SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT 3.5TAPIP AT I.S'INATUAL fi"-' BASINS.SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE 4.THE CONTRACTOR SHALL SCHEDULE SITE GRADING,UTILITY INSTALLATION AND PAVEMENT Ln 9.BACKFILL WITH NATURAL SOIL AND COMPACT :; us osTso ax u,/oorz wcvo,so mrouc,s usr 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 CO 6.BLANKET LENGTH SHALL NOT EXCEED 1I10' ,_I y ,,. Wn "xn�r ae ssamviio°N"0 A m CLEAN OUi OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN DISTURBANCE.AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC SHALL BE SEEDED _t WXTimriivu WITHOUT AN ANCHOR TRENCH = C'uai�nwsM uLEZIDii��.v"ortcnox VN-ec uoxmwo+r x OHN CAPACITY. O _w WAL (MNDOT MIX 190®100#/AC AND MULCHED OR SODDED WITHIN SEVEN(])DAYS OF BEING me v xulcx ®,a nassivui'ro miocia,TINS mLFM"aunrt u..QZT."ur"iovu N DISTURBED. NOTE; r ®"=.,w°°xm x SEEDING NOTES: OJ SLOPE SURFACE SHALL BE FREE OF ROCKS,SOIL CLUMPS, a,wu "= O- 1` INFILTRATION AREA SEED MIX: MN STATE SEED MIX 33-262. 5. CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AS INDICATED ON THIS EROSION CONTROL PUN STICKS,VEHICLE IMPRINTS,AND GRASS.BLANIa:TS SHALL �6 SEEDING RATE TO BE 44 LBS/ACRE(PURE LIVE SEED). AND ANY ADDITIONAL REQUIRED BASED ON MEANS,METHODS AND SEQUENCES OF CONSTRUCTION. PROJECT TEAM DATA HAVE GOOD SOIL CONTACT. ^'"a winia swv"ETManm°NlioawXSLL aE o�'�wL"� i ¢ (V µ"auaH/ 3 ro uxisrc rxF sixxvos auv."a SIDE SLOPE MIX:MN STATE SEED MIX 33-261. DESIGNED: NOR Twv v.orcw n wr w a,'ma4tlf1Sw s"xo e:c`s cr°ic°i°"i"Il a"°`.wP1cm rla'I s"�""�4°"a" SEEDING RATE TO BE 35 LBS/ACRE(PURE LIVE SEED). X ©aw HE ar TMi TTFAIAT BE sD xla Az ro vow Dorm wARl mmwnax To cwv DRAWN: 51 L SEDIMENT CONTROL INLET HAT p1 APPLY SEED PER THE FOLLOWING:MULCH SEEDED AREAS WITH Mn/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: 218-01 65 EROSION CONTROL BLANKET ®<eorzme so<"eL aF.r°Far m+o KEEP IT FROM BLOWING AWAY. INSTALLATION %w��'�I EA ��t _ _ Ap}1EpP1E 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 3884 FOR PROPER INSTALLATION O SILT FENCE RING AND ROCK FILTER BERM cu°sncnoL m°ur'+sPP°M uzrzo wro in l`+ms AlomaT WAA..,u+avLA.m-ED Ar,.zn- 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 THEuoAoorAF.Lvw wu+cawaow orc,Tc uow oA-A OF q) �LCTEMPORARYrrSEDIMENT 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. >- '71.ZiE PROD.NO.N ro_(IN si�M-nHEET NOROTEcnOF SHEETS MAINTAIN SEEDED AREAS BY WATERING,REMULCHING 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 707 VEGETATIVE COVER IS NOT ACHIEVED.RESEEDING SHALL CONFORM IN ALL RESPECTS TO THESE SPECIFICATIONS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TD THE 3 WORK AREAS RESULTING FROM 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 I � i \_\ ALLIANT EN OINEERINO j 733 Marquette Avenue ® Suite 700 I L Minneapolis,MN 55402 612.758.3080 --- i www.alliant-inc.com 1 j NWL a96.9 s HWL-03 3 `/ � ELEV.ON ill, //� �V./ 1/7/9ov I A '�y g 10 IE i/e°•� � o5.7 � // NF1,-HASN �/ 6 s P ePPaEanECAanon °o csEE eP a,oFanEs FOR / - \ �ncv worm Nwn cane o s. / A A / X R - A \ i a /UI9E loil 6 PCP ��..... _ va, ��' /� - �,r'eca / / \ ✓' / V �� I // �� y i /�/ a 19 t J --- pr vOUTLOT F 32 18 _/ 30 BLOCKS `, s1 sz s3 s4 ss — � � �� v v// / ��---- —� V — . T 2829 � �� , LU _ 1 t Z_ , f l 15 14 2 1112i 13 1415`�\ \ /�/ :.2 3 r� � OUTL 1®`�2.38 13 12 \ " -16 31 J a3T I 11 �a a � �11 141516 1 BLOCK ——————— LQ � \`\\ OPENPL4VAREA 187 ___ • + _ I r IU LU ' 7 19 1D OUTLOT D 34 Q al D16.05\L BLOCK 6 6 20 21 r " '� a 9 Pool OPEN PLAY REA 5 �, 22 OUTLOTE I I OUTLOTC / m � 40 y1 4 3 � I I Z "�/�� .. I- = I- � 20 I 35 OUTLOT H 2 1 / 23 I I 5 6 \\ 129 28 Z7 26 25 24 23 22 21 36 150' (n Z OE PL INFILTNATION 1H 1I 2425 I I 4 3 Q OUTLOT B LU ".f Lo 6 I I /� —�a�--�—�—� 39• Ul INFILTRATIONBASINB Ld LU 35 5 68 41 i.. Z_ (n T 3433 - - - - - - 10 q --� -88 �- 69 62 61 6D { 42 J > � Q � JJ 3 55 54 53 2 `� ` 12 11 3 70 46 45 44 43 31 30 29 28 `! �� 26 24 22 21 20 17 16 16 14 13 2 1i 7N OUTLOTA 59 56 62 51 50 49 48 471 W :23 19 1S Q OUTLOT I , Tg 27 26 OUTLOT F 1; 58 57 �` INIF ISNCON 10 BLOCK 1 r LiJ J _ _ BLOCK 5 LU Y W� ZQ N 000 m a cn° _�1 µDar�1NE.=EML�. ® 1 nearinE.�E.r nfis aW.�P.,N 0 3 .', oanj U 1 1 I hereby certify that this plan, xaM Ct 11 11 specification,oe repot was ` 1 1 prepared by m der my a direct, pe nd} m a du hat I Y Licensed I I `` PROFESSIONAL ofthe ENGINEER ofunder he laws o ............................................................................................................................................... .................................................................................................................................::::::...... UTILITY NOTES MINNESoTA oo - I r1 `, 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ON�y w MARK RAUSCH,PE D_ Ili _ „_ _ ,,, ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO 9. ALL SANITARY MANHOLES TO BE 48" DIAMETER ��w 1-25-19 43480 CONSTRUCTION. CONCRETE W/NEENAH R-1642 CASTING, UNLESS �Ev Date License No. NOTED OTHERWISE. �R ,,,o , 1 2. MAINTAIN A MIN 18"VERTICAL SEPARATION AT ALL F \v` VG�\ QUALITY ASSURANCE CONTROL '� -- - i. , PIPE CROSSINGS. WATER AND SANITARY SEWER 10.WATERMAIN, SERVICES, AND VALVES SHALL BE \ ` NS�� .. LINES TO MAINTAIN 10' VERTICAL SEPARATION. INSTALLED WITH MINIMUM 7.5' OF COVER. VVV GO _ 1, LOWER WATERMAIN AS NECESSARY. O Vk BY DATE - , - IN I- - - 11.WATER SERVICES SHALL BE 1.5" DIA. COPPER, ` 0� - ' - '_ _''- '' i 1 1 - „� 3. CONTRACTOR RESPONSIBLE FOR ALL PERMITS TYPE "K", CTS PIPE W/ 1.5"CORP. STOP + L5" ATE ISSUE ,L, ,-_ „I, - .no + .1_c_ PRIOR TO THE STARTOF(CONSTRUCTION.E CURB BOX. LEGEND: D _ L, _ ,.. 7-25-19 CITY SUBMITTAL s 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM 12.SEWER SERVICES SHALL BE MINIMUM 2% SLOPE , , ,_ , °L-'! _ '°° °"'I6. '' '-I SEWER AND WATERMAIN CROSSINGS WHERE > UNLESS OTHERWISE NOTED ON THE PLANS. PROPOSED STORM SEWER 7 " ! - VERTICAL OR HORIZONTAL SEPARATION IS LESS ° _ , _.,,., _ , PROPOSED SANITARY SEWER ' ` ' - i THAN 3'. — :r -� " -` -- 1 SHALL INSTALL "MEGALUG" OR - 3.CONTRACTOR L ,n "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 OR CONCRETE THRUST ■ PROPOSED CATCH BASIN n o ,:.., r za1 _. �, BLOCKING. CONCRETE AND/OR WOOD BLOCKING IS of "' .-, ,::m .:.e i' .Q.I.I. �. ENGINEERING GUIDELINES. NOT ALLOWED. PROPOSED SANITARY MANHOLE ,.. Ii :n =, --11 E: n _„ _ 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN N PROPOSED GATE VALVE-I oc) __ _. I en:- ,I',,. - IIE ADVANCE OF ANY UTILITY WORK. 14.WATER SERVICES MAY BE PLACED IN SAME TRENCH PROPOSED HYDRANT ,_ „ AS SEWER SERVICES PROVIDED THAT A 24' PROJECT TEAM DATA o I I AND DIE�I ,', .r,.-- „_I.,I - r,; 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN VERTICAL& A 36" HORIZONTAL SEPARATION ARE EXISTING GATE VALVE DESIGNED: MPR COMPLIANCE WITH MNDOT 'TEMPORARY TRAFFIC MAINTAINED. + EXISTING HYDRANT >< CONTROL ZONE LAYOUTS-FIELD MANUAL" LATEST DRAwN: SIL 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 `..�f,Il',D141;1:! P'I_'d�l I'•II111i:`.3 i I�r!,PI::d'r�D '1.,41', I�bJ"ii':i R.O.W. ❑ EXISTING CATCH BASIN o IrI!"'I I r. IIII II-. FI IJ` g CONTRACTOR HALL CONTACT THE UTILITY 16.ALL PROPOSED OUTLOTS ARE TO BE COVERED EXISTING STORM MANHOLE �O ° I S C FULLY BY DRAINAGE AND UTILITY EASEMENTS >> EXISTING STORM SEWER SUPERVISOR, SCOTT NEWBERGER AT (763) :: .,,.:,, 509-5999 AT LEAST 48 HOURS PRIOR TO EXISTING SANITARY MANHOLE 0 50 100 200 3 SI„;,,, I..CI i 111;LIII I-.F.L.1A[I -�o,,. I�'.i '_'L'i� I 4&:.E,f_J,hdi(:;I znne WORKING IN THE STREET R.O.W. ° --_ EXISTING SANITARY SEWER SCALE IN FEET- ............................................................................................................................................... ............................................................................................................................................... SHEET 20 of 33 PROPOSED ROAD GRADE EL1032.83 N SANITARY SCHEDULE: �` 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/FT1 [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 A L L I A N T MH 14 MH 13 8 0.016 199.5 1021.70 1018.50 1031.59 48 9.89 SDR-35PVC 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 WATERMAIN MH 12 MH 11 8 0.010 45.5 1021.06 1020.61 1032.06 48 11.00 SDR-35 PVC PIPEI CROSSING ■ PROPOSED CATCH BASIN Milli MH 10 8 0.030 207.4 1020.51 1014.28 1030.07 48 9.56 SDR-35 PVC 733 Marquette Avenue NOf 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 I Suite 700 ►� 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 \ 1\ \ \ 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 F° a_ Fo�V° \ 612.758.3080 t EXISTING GATE VALVE \ �° �- �_ � MH 7 MH 6 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 sic EXISTING WATERMAIN MH5 MH4 8 0.004 137.2 1002.71 1002.16 1018.26 48 15.55 SDR-35PVC is°eca Nc \ \ �.\\.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 EV\SG _ ` I�� ® EXISTING STORM MANHOLE MH3 MH2 8 0.004 88.1 1001.42 1001.07 1021.38 48 19.96 SDR-26 �- \ (SEE BP GUIDELINES FOR (; `A\_r >> EXISTING STORM SEWER WORK WITHIN CORRIDOR) FO N ��U��\�N ® EXISTING SANITARY MANHOLE MH2 MH1 8 0.040 24.2 100.54 990.64 1021.92 48 20.95 C-900PVC \ \ Gv MH 1 EX STUB 8 0.040 54.2 990.54 988.36 1018.00 48 27.46 C-900 PVC is^ac �& C, g D EXISTING SANITARY SEWER OUTLOT F \ -' \\ O,Lg ,,___, ,___, ___FIRE __ E_ \y � �. \ � \ -X--X- V 1 \ HYDRANT E e, / J W\ \ (TYP.) BLOCK 5 \, \\ 51 52 53 54 551 56 SEE INSET F 57 58 59 50 \\\ \ SAN MH 1in 5 x 49 If 48 � �\ 00 4 3 x x �# AD A �A 8 �\ 47 5 Z� z_ � I 8" DIP CL. 52 W/M \ N MH 12 I I 46 vv ,v 20 ((]] HYDRANr 9 / \ 17 45 I vSAN MH 11 18 17 16 15 \ e V � \ TOP OUTL ,o2C27$a 14 13 12 \`/ r 13 \ _44 \ SIRE i E TN I I 43 + v 11 ' 14 o I � y U) z x C 8" DIP CLL52 W/M 15 �' Q E 42 I \ 10 \ 16 9 \\! 17 E W x - v sx° > > -� o a > v L 8 18 �_ z w -\-> / I FIRE TOP)OF PL BLOCK A/ 7 G AN MH 4 "l� A f� x x'� 41 HYDRANT S 1016.b5 ' V '� v L > Z (rYP.) IM OPEN PLAY REA 5 \ HYDRANT FIRE 21 22\ OUTLOT E I W �_ Q TYP. J q �� \ 4 - o ( ) SAN MH 3 �� EXISTING 8" - w J N SAN MH 10 \ / 3 �ry '� ° PVC SANITARY Y LU Q 1 ,. -- 39 I \\ OUTLOT H \ `' 2 1 `° 23 I Im a Cl) 38 v a I - \ INFILTRATION BASIN A \ �� \� �/ \ \ 24 ExlsrwO 12" 1 hereby Pan, >r0 TOP F PL , 25 DIP W/M pec cent that this I \ s ared iby me oror ort under w x - 1010. ] �, I I prepared by dwa my 37 SAN MH 9 direct supervision and that I (�, x 26 duly Licensed uD o\ SEE INSET A °0 0 PROFESSIONAL ENGINEER der ° 36 \ \ \ $ 27 Q the laws of the State ofun CD _ \ ryh / O MINNESOTA A It7 6 28 SAN MH 2 i i MARK RAUSCH,PE 8' DIP CL. 52 W/M 1 + 0 +00 +00 1+00 +00 _ 1-25-19 43480 I I I SAN MH 5 �..% ,rj t ,Is License No, o f 35 _ _ _ os.rPa _ _ _ _ _ _ _ �, '3i .F \ ,� 34 \ \ 4 \ - QUALITY ASSURANCE/CONTROL 10 BY DATE <. 33 SAN MH 8 \ \\ SAN MH 7 v _ 8" DIP GL. 52 W/M - _ SAN-MH 6 11 3 • ONNECT DATE ISSUE 32 \ \ 12 TO EXISTING 1-25-19 CITY SUBMITTAL s 31 30 29 28 \\ \\ 27 26�25 23 22 21 20 19 18 17 16 15 14 13 2 - 8 DIP WITH 8M OUTLOT I \ \ \ FIRE V OUTLOT F 1 G.V. INFILTRATION\ \ TOP HYDRANT _ \ 1008. 9 ':_ (TYP.) U`) BASIN C \ \ J BLOCCO K CO _ - - - - - \ If o PROPOSED ROAD GRADE EL:1017.39 TOP BP TO LINE It \ � PROJECT TEAM DATA N ROADPROPO SEEADE SAN MH 1 x DESIGNED: MPR \ \ \ExislTNc BP GAS PIPELINE BOTTOM EL 1009.03 7.53' \ \ BP PIPELINE CAUTION CONNECT TO EXISTING 8" PVC - DRAWN: SIL a' PROPOSED 8"SANITARY SEWER INVERT EL 1006.35 If \ (SEE BP GUIDELINES FOR SANITARY IE: 988.36 PROJECT NO: 218-0165 o PROPOSED 8"WATER MAIN INVERT EL-1006.36 TOPWATERLINE 70 \ \ WORK WITHIN CORRIDOR) _BOTTOM OF BP \\ \ \\ PFEL14E CROSSM 21tau PIPELINE 2.00' \ \ 3: NOT TO 0 \\ \\ ± 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 g PROPOSED WATERMAIN / A L L I A N T MH 30 MH 29 8 0.004 311.E 993.58 992.62 1011.91 48 12.33 SDR-26 PVC PROPOSED CATCH BASIN \ / ire! E N a I N E E R 1 N a MH 29 MH 28 8 0.004 241.5 992.58 991.62 1011.91 48 19.33 SDR-26 -. ,--. '--' MH28 MH 19 8 0.004 128.9 991.52 991.00 1016.23 48 24.71 SDR-26PVC PROPOSED SANITARY MANHOLE G % - i 11 1 14 733 Marquette Avenue MH 27 MH 26 8 0.004 87.3 995.80 995.45 1004.72 48 8.92 SDR-35PVC N PROPOSED GATE VALVE PROPOSED HYDRANT t/ .Suite 700 MH 26 MH 25 8 0.004 56.0 995.35 995.13 1004.15 48 8.80 SDR-35PVC ° 12 3 F_ -1 Minneapolis,MN 55402 MH 25 MH 24 8 0.004 176.2 995.03 994.32 1003.92 48 8.89 SDR-35PVC EXISTING GATE VALVE �i EXISTING HYDRANT C / / 612.758.3080 MH 24 MH 23 8 0.004 70.2 994.22 993.94 1004.18 48 9.96 SDR-35PVC � \n _ _ EXISTING WATERMAIN 9° /'' ^ 10 I; - WWW.alllant-InO,COfT1 MH 23 MH 22 8 0.004 79.6 993.84 993.52 1004.72 48 10.88 SDR-35PVC -✓=`- -- MH 22 MH 21 8 0.004 374.3 993.42 991.93 1006.21 48 12.79 SDR-26PVC ❑ EXISTING CATCH BASIN - 9 MH21 MH 20 8 0.004 63.9 991.83 991.57 1013.04 48 21.21 SDR-26PVC O EXISTING STORM MANHOLE 8 MH 20 MH 19 8 0.004 110.7 991.47 991.03 1015.09 48 23.62 SDR-26 PVC >> EXISTING STORM SEWER 6 7 - - �- MH 19 MH 18 8 0.004 151.0 990.90 990.30 1018.09 48 27.19 SDR-26 PVC 0 EXISTING SANITARY MANHOLE cz„ V MH 18 MH 17 8 0.004 69.5 990.20 989.92 1019.62 48 29.42 C-900 PVC [> EXISTING SANITARY SEWER 5 - ,\ \ MH 17 MH 16 8 0.004 292.0 989.82 988.65 1020.22 48 30.40 C-900 PVC 00 MH16 EXSTUB 8 0.006 32.9 988.55 988.36 1018.20 48 29.65 C-900PVC �, v E� 4 1 Da 1 L - J® o c 3 FIRE / \ �� HYDRANT JUL F e s N C 2 ♦ - (TYP.) ye �E�s-. 1 i `N P� oo / Lev°o \ ® \ SAN MH 32 FOR ��V "\ON \ / se I ., k 8" DIP CL. 5Z W/M / S MH 31 J �G °90 LU N 0 25 50 100 33 v 20 19 L - H J SCALE IN FEET / / / 32 - 18 17 16 15 a � o SAN MH 30 21 .;-' _ - 31 LL w 23 -'-= FIRE Z \� 29 �. HYDRANT, , 28 / \� \ o / 4 SAN MH 27 24 � Q i� 27 12 v 25 LU 25 24 ° 10 27 SAN MH 26 Z _ 22 8 _ SAN MH 29 7 13 - 29 w Q E -./ cc / 20 14 �, 0 I w IL o • 19 � 6 ` 18 w 5 17 FIRE 4 �, '' SAN MH Z5 > Q - °�° �� HYDRANT x 16 Z °�I-° °� E .- (TYP-) 3 - _ 31 w C a� N 16 ' 1 2 BLOCK 3 _ I I w N / i 8" DIP CL 52 W/M Z w w Z E 12 13 SAN MH 28 OPEN PLAY AREA 17 w a M Q ° - -�- �� 11 • 33 m a m �-7 A SAN MH 19 � 13 I his n OUTLOT D - 34 =hereby certify that+ plan, x prepared iby reportrunder w 9 POOL 19 prepared by me o nder my <,, 8 direct supervision and that I OUTLOT C FIRE am a dulyLicensed ., 5*0 ,--, •----1 r---, -- �� T PROFESSIOAL ENGINEER under ,i EXISTING 8' ' 7 --IE - - 20 1 HYDRAN x I - PVC SANITARY (TYP.) 35 _ MI ESOaw.of the State of MINNESOTA 6 . ^° 29 28 27 26 25 24 23 22' 21 36 I MARK RAUS/CH,PE� - 5 / FIRE \ x 1-25-19 43480 EXISTING 12" HYDRANT N - / I Date License No. - o I DIP W/M 4 / (TYP.) \ SAN MH 20 - - - - - - - � \ SAN MH 24 37 _ QUALITY ASSURANCE/CONTROL 64 BY DATE 38 / OUTLOT B x m I ;-' •� �o SAN MH-18 63 - 8" DIP CL. 52 W/M 65 ------ > > -> ♦ DATE ISSUE 1 66 >/ \ g�nn_ T _ n7 , I x 1-25-19 CITY SUBMITTAL N I I FIRE SAN MH 17 f�'ff HYDRANT \/ 67 -_ \ - - - - - I SANS M�o337 INFILTRATION BASIN B I • 68 62 SAN MH 21 FIRE - SAN M_H 22 41 J x - _ x// 69 61 - -- - - - -- - f(1YH.) iI .42 / I x DD L60 TYP.) �g 70 44 43 / PROJECT TEAM DATA W CONNECT TO I 1 71 OUTLOT A 59, 58 57 56 55 54 53 �52 51 50 49 48 47 46 45 EXISTING 8" i -r I %< DESIGNED: MPR .. DIP W/M •--- '-- / DRAWN: SIL x WITH 8' G.V. 7 R / ' •-_-• PROJECT N0: 218-0165 0 _ BLOCK 1 7� �SA CONNECT TO EXISTING 8" PVC 22 SANITARY IE: 988.36 � MH-16 PROPOSED DRAINAGE_ nn I SHEET 22 Of 33 --- F i \ \ ALLIANT EN OINEERINO Z \ 1733 Marquette Avenue ® Suite 700 Minneapolis,MN 55402 I � I I \ I X, \ �\ 612.758.3080 r\ www.alliant-inc.com \ \ ELEV ON ON rvEL \ �I w` o ----- -_--I C1 w i / t ris°oa6 > to I v 9 --t / 6 7 a / __ - Ro \ A �� \rvrooEAsrv\V / AV / I rvrl-HASN �d 1 2 i j �- �.6 R / H R L eP P ane aAanoH �w oa - csEE eP a,alanls Fan If / \ cpEv Nwn cane Doll "� � / / %i//Ur os.a \/ / \ \ // / LE ory o oa.. 15'RCP /A� \ / L L 1/7 Ab/ I / OUTLOTF gAye. -- - -O /SF� ap\O \ THSTRF r�0 N�NOA �s / �� 3z 23zzu2° v161s vv 0 ,� �, 6 //A A i BLOCKS sl sz s3 sa ss \, �/ O �T -� �� / °" zi 12 zs i J x 7 _ O � _ r � I \,�� 1819 �.6 7 13 15 21 29 I 46 I ` 19 16 � 11 IVA FLU �/ � 17 � 4 �I 16 30 \ Tw 12i �� 31 4-3 lz 11 10 la 1s 1e 1 2 BLOCK 3 ��, 3z ------- Q rr aI 4� OPENPLAYAREA 17�� I I _ I LU I I � >—> 1 8 7 ✓ 1a 19 �� 10 OUTLOT 21 ` D BLOCK 6 6 IOPENAlE OUTOT E OUTLOT 18 34 / res s eoo mO 40 7 1 35 OUTLOT H !o!3.n 150' Z 1 L � _.. 23 � � 6 � (n 129 28 27 26 25 24 23 22 21 36 38 + T P O PL INFILTNATION BASINS d 37 � E 37 Owe 10 0.5 ms e 26 3 63 �/ 38 OUTLOT B W Q I I ' l s \ 2 6a � � Nh 995.96 x ~ Oq0 I 67 40 39 INFILTRATION BASIN B I W >_ W NI + OINUPTILLTMOTTIOI N 36 34 33 � —31 30 29 2T8—I I v�V ,I\`! 27 26 � ZZ QC_ W 60 (`Sn 54 5 7 W 018 17 J _j K 10 n BLO w J N BASINO R--- RAIL FEI eaa BLOCK 5 Z LI W HWL 1016.39 - - O O O Y r O 3 ii soan7 U o I hereby certify that this plan, specification,or report w s `1 Iq prepared by me or under my direct and that I am a duly Licensed ` ' `\ PROFESSIONAL ENGINEER O Y under the laws of the Sate of ...................................................................................... STORM SEWER NOTES: -..-.._._.._...._._.._.._._..._.__..__._.__..__._..__._._._.__._._.___.._._. _._._.__.._._._._._._.___._._.__._.i._.__._._.___._._..___._._ MINNESDT�� III III III LEGEND: o I. 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN MARK RAu50N,PE FIELD PRIOR TO CONSTRUCTION. 11 I ' .• , 1L r c 9l io -p ,. '-'`I' 1 43480 JN � -25-19 PROPOSED STORM SEWER 2. MAINTAIN A MIN 18"VERTICAL SEPARATION AT ALL PIPE CROSSINGS. oT OT PROPOSED DRAINTILE Date License No. III _D a-, ' 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF e .ALL R PROPOSED SANITARY SEWER QUALITY ASSURANCE/CONTROL ,CONSTRUCTION. v IN - - - .. - ' -*" -"� - PROPOSED WATERMAIN 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER CROSSINGS WHERE _ .Po�. �:" ysls`'' PROPOSED CATCH BASIN �w\V-w A� BY DATE ' VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. 7 & MAN r _ QN DATE ISSUE L11!I III III t, I � PROPOSED SANITARY MANHOLE F ` G'(� 5. ALL STORM SEWER WORK SHALL COMPLY WITH THE CITY OF LAKE ELMO III ""� 1 N PROPOSED GATE VALVE �\ QNS'(RU 1-25-19 CITY SUBMITTAL °a ENGINEERING GUIDELINES. VVV+ , + H. .I a ,L. +. -I n I- _ _ ,r E=amn'` PROPOSED HYDRANT G Q 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. ;; III III III - ' � EXISTING GATE VALVE '( -itJ� ""' LIT TICN 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT 'TEMPORARY „_ {IrII�J r-.r y __ �P ^�! -I- EXISTING HYDRANT ,y- �Ks�m +u. rno�lwl..or�• rI -.. ,IAI�--.I��III yy 3 s w u F - - a Lf) - � TRAFFIC CONTROL ZONE LAYOUTS-FIELD MANUAL" LATEST REVISION, FOR ANY J m #Lv 111 NR0.� � EXISTING WATERMAIN CONSTRUCTION WITHIN PUBLIC R.O.W. lwjj:ar+ neRET lff rose NAlm AT EXISTING CATCH BASIN Oct 8. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. uaurEo ins RArz Ana. EXISTING STORM MANHOLE N I ,, - >- EXISTING STORM SEWER of 9. ALL PROPOSED OUTLOTS ARE TO BE FULLY COVERED BY DRAINAGE AND UTILITY • EXISTING SANITARY MANHOLE PROJECT TEAM DATA EASEMENTS. r O i s°,w�a° �' - DESIGNED: MPR D EXISTING SANITARY SEWER a o 1 11 o .o c u n a DRAWN: SIL JGIRFTE JG-,AT PROJECT N0: 218-0165 ni !i�1711',D141;1:'. P'I_'Id•I NIDIFS a -n .:_+I IIIIIII, 01T[LEFT CONTROL S7R[j(::I[Ij RE 18-A DUTLEI COI',IIROL STRUCTURE IB B C 11 I I N RCA I II 11 0 J - 11 C.1717. OIF -YK.1 JIl IA CI TI C] DF LtI 1E1. J +i II II : AL I 1:I 41 o - -- ------------ ----'- SCALE IN FEET SHEET 23 of 33 STORM SEWER SCHEDULE: Q�1\ `/l� N LEGEND: MHCB P.DTA. P.SLOPE P.TYPE PIPE P.VELOCITY FROM TO RIM STR- CAST BUILD Q� 40 n^N FROM TO DNNI SIFT/FT1 LENGTHEE MAX[FT/S] INVERT INVERT ELEV TYPE TYPE [F11 Vk r` _ 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 JA 0 25 50 100 -CT 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 uG PROPOSED DRAINTILE " S, 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 �v PROPOSED SANITARY SEWER A L L I A N T VVV OQ SCALE IN FEET CBMH 316 CBMH 315 15 0.0033 RCP 28.00 3.02 1015.87 1015.77 1020.13 48 R-3067-V 4.26 ENeIN EERINR PROPOSED WATERMAIN EXISTING CATCH BASIN CBM 315 M 307 15 0.0037 RCP 71.90 3.20 1014.80 1014.53 1020.13 48 R-3067-V 5.33 NQ� ■ PROPOSED CATCH BASIN P' EXISTING STORM MANHOLE H H 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 CBM 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 H \ \ 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 \ �7 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 EXTSITNG MH CBMH 310 18 0,0026 RCP 41.60 3.03 1014.36 1014.25 1024.36 48 R-3067-V 10.00 F \ \ P�_r �_ 612.758.3080 -0- F0 V --�° RE = 1032.71 - / I / Q / � GBMH 310 CBMH309 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 CBMH308 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 CBMH308 MH 307 18 0.007 RCP 77.93 4.97 1013.88 1013.33 1022.04 48 R-3067-V 8.16 is RCP V V INV (E) = 1026.31'�Fc Q - MIT307 CBMH306 21 0.006 RCP 111.11 5.10 1013.33 1012.67 1021.00 48 R-1642 7.67 REMOVE CASTING AND / CBMH306 CBMH 305 21 0.022 RCP 63.01 9.77 1011.87 1010.48 1017.92 48 R-3067-V 6.05 I« BP PIPELINE CAUTION _ J CB 302 CBMH 301 15 0.009 RCP 28.02 4.99 1009.70 1009.45 1013.95 2X3 R-3067-VI 4.25 �- (SEE BP GUIDELINES FOR REPLACE WITH NEENAH 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)_ WORK WITHIN CORRIDOR zz� CBMH305 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 eM i.ia3. \ \ I5 RCP �_ /-' RE = 1030.05 �/ CB 802 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 DD V \ s"ace o INV (N,E) = 1023.50 CB 403 CBMH 402 12 0.014 RCP 131.00 5.37 1013.35 1011.52 1017.35 27 R-4342 4.00 �»_ o CBMI1402 CBM11401 15 0.017 RCP 28.00 6.96 1011.42 1010.94 1025.94 48 R-30 77-V 14.52 li 0 UTLOT F \ \\ Q� E __� > :: '\ \ / / CBMH 401 FES 400 15 0.009 RCP 148.82 Too 1010.84 1009.50 1025.94 60 R-3067-V 19.10 E �E CB 700 REMOVE CASTING AND Q p5 c \ Q REPLACE WITH NEENAH --i� X_ \ ,0'1,8\ FES Soz ocs Sol 24 0.05 RCP 20.2 1008.95 1007.94 V �R-1642 (OR EQUIVALENT) OCSSo1 PES500 24 0.0057 RCP 168.1 1009.71 1008.792 48 GRATE 8.25 \ \ - --- CASTING 48" MH. BLOCK 5 \\ 51 52 53 54 55 PROPOSED RE = 1030.5 t \ EXISTING �� CB 700 CBMH 450 12 0.0044 RCP 12.81 1027.5 1.7.4. 1031.5 2X3 R-3067-V 8 56 57 58 E � �,> � 59 / / m P\ X CB 802 CBMH 801 12 0.03 xCl' 27.49 7.86 1011.62 1010.80 1015.87 2X3 x-3067-VI 4.25 CBMH 800 18 0.007 RCP 46.58 4.97 1 1009.83 1009.50 1015.79 48 R-3067-V 5.96 5� CB 314 k Ql, - 2 �CBMH 313 3 REMOVE EXISTING 1�0 � � FES AND PIPE TO MH CONNECT TO EXISTING MH O -- - AO/� ��A -• .., 4 /� � � [RAISE MH FROM 1023.76"TO x x �►1- u / _ �7 1024.36. A 47 x �,_ V I / 5 BULKHEAD SOUTH INVERT, CORE ��;� NEW EAST INVERT. x \ 7 • ,�, -a RE = 1021 : x \ W ' V IE (NE) = 1114.36 V IE (SW) = 1014.36 - x 46 vv vv 20 19 �� 9 CBMH v 18 45 I v v 17 16 15 10 F�� in x - I of \\ 1TOP022.$ -- \- 11 12 /ap .ANDDUTILITYE 1$T STREET W \ \ 4 44 / EASEMENT a N m � 8 14 OIhTLO G \ - 13 GB 3,1 13 43 \, 12 11/ \r'°° 14 e EXISTING FLLGTRIG I D z CBMH 401 CBMH 309 L 15 Q �> \LINE TO BE x � RELOCATED/SHIFTED J E CBMH 403 W/4' SUMP BP PIPELINE v CROSSING 10 16 E�� - W 42 a 9 x 17 �� - o a IL \ - LU - � \ SEE INSET C O 18� ,.`. >- W Z EASEMENT30 41 H 402 0 1016..bF PL BLOCK 6 \ 7 6 ' 19 20 ;' CBMH 3,s _ > Q W \ � •< � CBMH 3os 21 � _ Z � b, WIDTH 40 _ OPEN PLAvt�REA FEs aoo 5 °�0 �cBMH 31s 22 OUTLOT E I J N x --- \ 4 MH 307 �� 20' DRAINAGEI - -0 J 3 /` i ��ANO UTILITY z w LU O 0 39 A\ HWL 1013.22 2 /� OUTLOT H %�o 3 EASEMENT m a u x I \ FES sOG 1 �' � 24 40' 3 38 - \ INFILTRATION BASIN A FES Soo I - I hereby certify that this plan, TOP F PL FES 502 / / CBMH 315 25 specification, o report-as 1010. 7 I I prepared by m under my 37 D$e direct supervision and that I x Pr rn -- am vision FOR C �x 26 � a duly Licensed aD o\ \ °o O PROFESSIONAL ENGINEER under 36 V v CBMH 801 -RIP o° 8 CBMH 318 27 Q the laws of the State of \ OCS 501 RAP CBMH 301 Y 7 O MINNESOTA 00 x ,.... CBMH o I O I MARK RAUSCH,PE 1 + 0 ~ 9+0T 0 _5 \ Date License C� `0 35 1009.E CBMH 305 CB 224 F 34 W/ 4' SUMP 4 QUALITY ASSURANCE/CONTROL 33 \\ cB sot\\ ce 302 11 10 3 4 D - - - - 12 2 �+ 1-25-19 CITYATE SUBMITTAL OUTLOT I 31 30 29 28 vv vv 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 �OUTLOT F 1 y�� - rt D DO C \ TOP INFILTRATION\ \ ooe. 9 LO \ K C CDHWLBASIN C 1016.9 BLOCK`__-� AIL \\ \\ FES 500 `-' J= CBMH 223 00 00 PROPOSED SURFACE EL: 1022.5 \\ \ \\ PROJECT TEAM DATA TOP OF BP PIPELINE TO -\ L-- N ------ DESIGNED: MPR PROPOSED FINISHED GRADE 5.48' x EASITNG BP GAS PIPELINE BOTTOM EL: 1016.19 \ \ - DRAWN: SIL TOP STORM SEWER PIPE TO \ \ BP PIPELINE CAUTION BOTTOM OF BP PIPELINE 4.58' \ \ (SEE BP GUIDELINES FOR PROJECT N0: 218-0165 PROPOSED 15"STORM SEWER INVERT EL•1010.06 \ \ WORK WITHIN CORRIDOR) I PIPELINE CROSSING CROSS SECTION B'-B' \ \ \ 24 NOT TO-LE \ \ \ 3 INSET \ \ 0 \7 \\ ± j SHEET 24 of 33 STORM SEWER SCHEDULE: LEGEND: MH/CB P.DIA. P.SLOPE P.TYPE I PIPE P\I 1 Ut 11Y FROM TO RIM STE, CAST BUILD FROM TO D[1NI S[PT/PTJ LENGTH[FT1 MAX[FI/S] INVERT INVERT ELEV TYPE TYPE ITT] > 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 CBV1H 115 CBMH 114 15 .015 RCP 177.74 6.45 1009.37 1006.70 1014.03 48 R-3067-V 4.66 PROPOSED DRAINTILE CBMH 114 CBMH I11 15 .015 RCP 152.52 6.45 1006.60 1004.32 1010.87 2XI R-3067-V 4.27 - PROPOSED SANITARY SEWER VIH 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 oiJa i CBMH II I CBMH 107 16 .04 RCP 88.48 11.89 1002.86 999.32 1008.07 48 R-3067-V 5.21 PROPOSED CATCH BASIN ''sees---- \ �rrl( y IN = 1004.62 __ ENGINEERING CBMH 110 CBMH 109 24 .0025 RCP 48.00 1.60 996.05 995.93 1004.46 2X3 R-3067-V 8.41 PROPOSED SANITARY MANHOLE \ \ ,6��/ INV(N,E) = 997.37 j'® ' � - 733 Marquette Avenue CB-MH 109 GBN11I 106 24 .0025 RCP 85.36 3.60 995.83 995.61 1W4.96 48 R-3067-V 9.13 M PROPOSED GATE VALVE CBV1H 108 CBMH 707 24 .0025 RCP 55.70 3.60 995.51 995.37 1W5.92 48 R-3067 V 10.41 / Suite 700 CBMH 107 CBMH 106 24 \ v� REMOVE CASTING AND / 11 14' .0032 RCP 116.49 4.07 995.27 994.90 1005.98 6o R-3067 V 10.71 + PROPOSED HYDRANT 1 CBMH 106 CBMH toa za .0034 RCP nss3 4.20 994.80 994.41 tWs.o6 48 Ratr6.v 10.26 REPLACE WITH NEENAH i ' 12 13 Minneapolis,MN 55402 EXISTING GATE VALVE \ \ \� CJ�R-1642 (OR EQUIVALENT) J�, 612.758.3080 CB 105 CBMH 103 12 .05 RCP 77.50 10.14 1000.50 996.62 1004.50 2X3 R 3O! \' 4.00 CB 104A CBMH 104 12 .0044 RCP 44.56 3.01 1001.00 1000.80 1005.00 27 R-3 42 4.00 -i EXISTING HYDRANT CASTING. [. 5 PROPOSED RE = 1005 t 10 - ! www.alliant-inc.com CBMH 104 CBMH 103 24 .005 RCP 8924 5.09 99431 993.86 1004.43 48 1 31rt \ 10.12 EXISTING WATERMAIN \ Q - -- -- CBV1H 103 MH 102 27 .0035 RCP 43.78 4.61 993.76 993.61 1W4.10 60 R 306 \' 14.34 EXISTING CATCH BASIN \ \\\ �A /T O `� VIH 102 MH IOl 27 .0035 RCP 121.46 4.61 993.51 993.08 1003.00 48 R-1642 9.49 O MH 101 FES too 27 .0035 RCP 31.50 4.61 991.61 991.50 1001.00 48 R-1642 9.39 EXISTING STORM MANHOLE eM z/gos.e9 \ ^�O 7 CB 105 11 » EXISTING STORM SEWER �Vy 6 �- CB22a CBMH 221 15 0.033 RCP 99.71 4.40 1014.65 1013.95 1019.16 2X3 R-3067-V 4.51 EXISTING SANITARY MANHOLE / CBV1H 223 CBMH 221 15 0.007 RCP 99.77 4.40 1074.65 1013.95 7019.16 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 �� C \ J CBV1H 221 CBMH 220 18 0.007 RCP 122.28 4.97 1013.85 1013.00 1019.16 48 R-3067-V 5.31 /� // CBMH 109 4 CBMH 104 CBMH 220 CBMH 219 18 0.0074 RCP 123.70 5.11 1012.90 101 L98 1019.69 48 R-3067-V 6.79 / / 1'/ / .. - L J CB-VIH 219 CBMH 214 18 0.0075 RCP 121.46 5.15 1011.88 1010.97 1019.83 48 R-3067-V 7.95 3 � _ `3 1 OB 13 � RE = 1006 82 CU 21R CBMH 216 12 0.0044 RCP 129.35 3.01 1014.10 1013.53 1018.10 27 R-4342 4.W t`'1 Q`_ ^ � T - -, -� F �QT CB 217 CBMH 216 12 0.0044 RCP 162.15 3.01 1013.20 1012.49 1017.20 27 R-4344 4.00 !v tl v K INV (SW) = 1001 82 C NMI1216 CIIM 11215 15 .11035 RCN 116.69 3.11 1012.39 1011.98 1020.80 48 R-4343 8.41 c A �G `A` �` __` _ 1 INV-(NW,NE) = 1000.27 1 2 �1 CBVIH215 CBNTH214 15 .0035 RCP 28.02 3.11 1011.88 1011.78 1018.78 48 R-3067-V 6.90 `0 `w A `v�UG.�\Q`_ \ \ C NM 11214 M1121-1 21 .004 RCN 133.76 4.17 1010.87 101034 1018.78 2X3 R-3067-V 7.91 `v` VIH 213 CBA4H 211 21 .017 RCP 112.78 8.59 1010.24 1008.32 1017.02 60 R-3067-V 6.78 ^ ONCJ - -"CONNECT TO CN 212 CIIMI1209 12 .036 RCN 24.13 8.61 1008.05 IV07.18 1012.05 2X3 R-3067-V 4.W A `�/(- C1 CBMI1211 CNMI1109 21 .Oz4 Rcr 79.16 m.21 1008.22 1001 1013.88 60 Ra0r,7-v 566 C F&� " 7 'PQ C@MH 108 �" CBMH 103 MH 102 CB1_10 CRMH 2O9 12 .006 RCP 28.00 3.51 1007.18 1007.01 1011.18 2X3 R-3067-V 4.W NQ� EXISTING 113MI 1209 ('BMI 1207 21 .017 RCI' 346.69 8.59 1006.22 100033 1011.19 48 R-3067-V 4.97 PIPE /� Q op CB 208 CBMH 2O7 12 .009 RCP 28.00 4.30 1001.24 1000.99 1W5.24 2X3 R-3067-V 10() / / l \V CBMH 106 _ _ V C13\III107 CIIMI1203 21 0,03 RCP 91.19 1141 1000.23 99749 1005.22 48 R-3067-V 4.99 ® CB 11D 'A 19 - CB206 CENT!204 12 .019 RCP 11756 6.25 1000.50 998.27 1004.50 27 R-4342 4.00 MH 113 / �, CBMH 106 i ' (\TH2 CENT]IIMI 203 12 o.038 RCP 30.3 4.03 99917 997.6 IW3.08 2X3 R-3067-V 4.W ® - 33 �' L J C BVIH 2O4 CBA4H 2O3 21 0038 RCP 130.35 4.06 99837 997.67 1W3.OR 48 R-3067 V 4.97 � � REMOVE EXISTING 20 1Q 17 16 15 CNMI1 (P, CIIMI 1202 21 .021 RCP 2800 9.55 99739 996.80 IW3.77 60 R-3067-V 6.38 �_ 21" PIPE AND 32 --� O 21 v CBM11202 M11201 21 .024 RCP 120.89 U121 996.70 993.90 1M3.78 60 It-3067-V 11.08 48" MH ' CB 112 „��pl 22 ✓ V Rc '9 rS� _ TI 201 PES 200 30 .0035 RCP 29.94 4.94 991.60 991.50 1W0.50 60 R-1642 8.90 e e RE'/ 1005.99 „ `�1 '�4X �23 IE NW 996.25 ' CBMH 107 1r1602 oc5601 u RC e 19 991so 99os4 X ( ) 30 � MH 101 OCS 6(1 11:5600 24 RCN 10 992.05 992.V0 ` E(SE) 996.25� 29 j/ � \ N � P 10 28 - 24 FES 100 J o zs so 100 o y(� / o o°i/ A W v, 27 I► EXISTING cc SCALE IN FEET \ 21" PIPE Q 25 LO 26 To MH 24 10 in 23 9 m w e 22 8 - 28 1 I : 1 Cf) z e/ CBMH 1 6 P 29 ~ Q i / ° MH 401 / CBMH 217 21 Q� W Q J CBMH 114 � F- a 2 14 0 a� b - I I Q o a �19 E c i w W of = J >- 18 j 5 15 J Z ° I I Z ce 206 - ,, I 30 4 ,- > LU o I ��.. 0 3 16GBMH 204 31 >- o z ch a-I-° CBMH 216 E `/ W 2 � 14 15 16 CBMH 11s` 1 BLOCK 3 T_'�> c6 2os � J J w N �- 32 I I z w W 0 OPEN PLAY AREA 17 ` 1 _ x W a C 11 -20' DRAINAGE 33 00 a in CB 218 AND UTILITY i / 18 0/ I OCS 601 3 / 10 EASEMENT < 34 FES 600 OUTLOT D 1 hereby certify that this plan, z' �� _ specification, or report was E 9 i POOL prepared pervime anon under my allOUTLOT C 8 J x m 19 am c d Licensed 1 duty L O / I 1 PROFESSIONAL ENGINEER under _ the laws of the State of 0 I 7 CBMH 215 Ax MH --' --' L' 20 FES 602 x EOF RIP 0 35 - 1 RAP MINNESOTA \ o CBMH 203 / /l/j/f�✓/ ,� CBMH 202 I MARK RAUSCH,PE 6 / 29 28 27 26 25 24 23 22 21 W14 SUMP 36 _ 5 1-25-19 43480 O I 4D I / \ J GB 212 - - - - 37 / Date License No. I I 4 CBMH 214 CBMH 207 - QUALITY ASSURANCE/CONTROL 3 63 38 OUTLOT B A � BY DATE 65 64 CBMH 2o9 MH201 HWL 995.96 I ♦ > > ♦ 20' DRAINAGE v, > -6 DATE ISSUE AND UTILITY 1 66 CBMH 211. -25-19 CITY SUBMITTAL �a,nn 7+00 p� EASEMENT" 39 FES 200 INFILTRATION BASIN B 67 CBMH 2oa 40 ' ce 210 - - - - - - 41 LO xE 7 24 CB 222 ti CBMH 219 68 �62 53 �52 L-A 061M OUTLOT A 58 57 56 55 5451 50 49 48 47 46 45 44 43 / o o o + DRSOJECIGNE:TEAM DATA MPR CBMH 220 -- DRAWN: SIL x �,• �--, `---'� �� - / PROJECT N0: 218-0165 BLOCK CBMH 221 25 3 / I o i / o ►- ,/ nn i SHEET 25 of 33 .r� �T° \ _ ALLIANT ``\\ ` 11, T�-�� k�//\\ •i '.I II V �Q' 1\ ENGINEERING I 733 Marquette Avenue 6 I 82 Suite 700 MI\ � nneapolls,MN 55402 612.758.3080 — — r www.alliant-inc.com -------- TA — v`,• v��I•;`Vvynw oi6.o „pp �' II --o� �1� -- II 1, '\ \\ .. "'�. 1 _ \ / So Y- AI, �,�n`"oorR ,i_/;,; ',,.I I,� a � `�' �, I - .•-� V A\ ,YY_;., i../ � a (P \\�`•��1E EV OONa / ,l�r., \ ,• • 1•`�6 , it I C \ V \ -� 1 _� I q(i �� L 1 „A`CJ y�•xoz6.y „� _ _ -- 6J�2�• , -- �r=09 sss �i - �i 1 rYR v � �� I ✓ i9v02.6 9 --=,1� �-�'�� `� ��`_ '��A ��•'� I� I � �1 \� � a6 \\ \ i�� / % 'i� � III \ 7��6� ra/ ��\ �� _ � JII I � �--�I � / 101 r� ' ,,,, EL /r— / / 'i l,' I;,I Rr R I, i _ v A I Eye �— • o i \ % � II G 1 STq ° - ` T �'�;.' / \ FE� I ,� i{i\ �\ •�'/� .,� ;,` / 7 �//1 303� �23 22 _ _ _ 1000 A \ , sz a_ � /86 97 � I/ I / i � o - �., �;, �� / / - �--_ l•_ �'� %ill%,' �� l 1 29 � �� - __ x�r, o vso _ --1000 RDA __ ;�� ,® / -_�� f• nf"___�---�r�� i 4 \� �� 10 / / . cz ° •- � 20 —7� / J _ yo ARIA L �� 19 _ �� •o �I� ��—0 xEET N 7 W � 18 �l � a � � I o I L v �/ >: '�� L�/ /�" root i OuIT vv / 4 �I 3 l Q � - �/ ai I � _QGK-6— �� 6 � 2D I v / � ,_, � � t / I � J �v / y 21 I — L $ / �/ E I I �.. �I iI� a 26 25 24 2 �l 3B� V 150� O Z s 38 �I �� a i n s �� T A �, 3 v� A 0_ 1 I , L \\ \ \ I W B8 O 1 LOT B 1 a Ol \ \ I Y \ 27 / - — T �� li 99596 / / V 0 Q \ c ]+ "R, V��°'1pq L v 'K„ �� .:�'o° 61 28 a 1�\V� ,�� F,Z_ /�� aonoF // ��s / /I I \ / LU / �� ° FILTpATION IN ` W � '� _ �� L fig_ W �� I cn ° �� v Tl 3 V -�� o _ s6sa � so I9 4a as�Anl� �I i / Z OI ,100 \�'� o AA. L ✓ UTLQTF 1 `' _ `f9ar\_ ' poNo4� __�oA i o LorA W o O�-VA 7 ` 01— \\1\ll I NrILTa o L... \V �. -I� I — o� L� -- —�i — i w J W_. _ — 1 I \ BASIN C " — N \III I1 \ Z w W W v.L o III�I11 � '----- --------- - - � - � ) V A \ I I I / �rn W IIII111111111� _ I / 11111I vI '� 1 I 20-- _--__ �� 1a- — --- V ✓ 10 � ; oll AAI C� I 1 �� / ' m d H_ _ 0 �� v a r»a L 1 I � / v i 3 I Illl,o�, ll __ �A\V(( f ��; IL-ate -� V �v -o 111111� �/ —�1 A !� / �Yj111 A `vC�. �_ `•� V VI ) \ 1012'� \ ��V / AV I herfcaf onrtifyr that porflwaslan, o 110 �IIII q �o �/ V ro 1 �� A w'� �\ V `— 1 I sPecl a re �V A11 s. v \�• II yo o i -- m o / // upervisionor adder 1 i N V v A v 1 1 I / Prepare y my o�\ of , o v o \ — \ direct: and that I �'III _o 'o /' o am y Licensed \\�\� LANDSCAPE ARCHITECT under /.� O O o / 1 O o o ro co a w / O T I / `� ( \ � VI A V A V o000 �o 000 v - the laws of the��///State of ® TREE PRESERVATION NOTES: LEGEND: MNNESGTA�� O 1. SIGNIFICANT TREE,AS DEFINED BY CITY OF LAKE ELMO ZONING CODE,IS ANY MARK KRONBECK,PLA,ASLA d 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. TREES TO BE REMOVED QUALITY ASSURANCE/CONTROL 2. BEFORE ANY CONSTRUCTION OR GRADING OF DEVELOPMENT PROJECT IS TO � i .�� TREE PROTECTION LIMITS OCCUR,A TREE PROTECTION FENCE(AT LEAST 4 FEET IN HEIGHT AND STAKED DRIP NNE BY DATE 0_ WITH POSTS NO LESS THAN EVERY 8 FEET)SHALL BE INSTALLED AROUND THE ——789—— EXISTING CONTOUR DRIP LINE OF WOODED AREAS,THE DRIP LINES OF SIGNIFICANT TREES TO BE —789— PROPOSED CONTOUR -q / DATE ISSUE PRESERVED OR AT THE PERIMETER OF THE CRITICAL ROOT ZONE(WHICHEVER IS j j 4'ORANGE SNOW QN _��V` 1-25-19 CITY SUBMITTAL GREATER). SIGNS SHALL BE PLACED ALONG THIS FENCE LINE IDENTIFYING THE FENCE WITH POSTS PROPOSED CATCH BASINS s AREA AS A TREE PROTECTION AREA AND PROHIBITING GRADING BEYOND THE FENCE e'O.C.AT DRIP LINE PROPOSED STORM SEWER ON LINE.THIS FENCE MUST REMAIN IN PLACE UNTIL ALL GRADING AND CONSTRUCTION OFOUTERMOST c Z ACTIVITY IS TERMINATED. BRANCHES PROPOSED STORM SEWER ` 030j\ ° ————— PROPOSED EASEMENT G� 3. NO EQUIPMENT,CONSTRUCTION MATERIALS OR SOIL MAY BE STORED WITHIN THE ` 00,49 `n ELEVATION PLAN DRIP LINES OF ANY SIGNIFICANT TREES TO BE PRESERVED. PROPERTY LINE F& C) 4. NO ENCROACHMENT, LAND DISTURBANCE,GRADE CHANGE,TRENCHING, FILLING, - SETBACK LINE _`01 o COMPACTION OF CHANGE IN SOIL CHEMISTRY SHALL OCCUR WITHIN FENCED AREAS LOT LINE oC PROTECTING SIGNIFICANT TREES. NOTES: N T.TREE PROTECTION SHALL BE PROVIDED BY CONTRACTOR AS REQUIRED ------- RIGHT-OF-WAY DC 5. CONTRACTOR TO PREVENT THE CHANGE IN SOIL CHEMISTRY DUE TO CONCRETE TO ENSURE SURVIVABILITY OF EXISTING TREES TO REMAIN. PROJECT TEAM DATA O WASHOUT AND LEAKAGE OR SPILLAGE OF TOXIC MATERIALS,SUCH AS FUELS OR 2.NO HEAVY EQUIPMENT SHALL BE STORED WITHIN THE TREE DRIP LINE AB (\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. E 7. NO SIGNIFICANT TREES SHALL BE REMOVED UNTIL THIS TREE PRESERVATION PLAN �\ TREE PROTECTION FENCE Z IS APPROVED BY THE CITY OF LAKE ELMO. / I \ Z B. SEE SHEET 29 FOR TREE INVENTORY LIST. NOT TO SCALE 0 50 100 200 L .3 o SCALE N FEET SHEET 26 of 33 b $1\noI\I\ �I � V 1 I � LEGEND: N 0 —loon TREES TO BE SAVED LIMITS ALLIANT 2 I\1\I\ // I /l lI/ Q '—�C�T L �/ I 1 /�-\I 1 \1 1 1 j\ `� \ / --loco TREES TO BE REMOVED TREE PROTECTION MITS ENGINEERING --7 789 EXISTING CONTOUR — 789 PROPOSED CONTOUR 733 Marquette Avenue — \ - _\ �h - ___ Min 02 i - ------ - � �v�oo°Ry Suite700 i -- _-_-` \\\ / ■� PROPOSED CATCH BASINS w ---- � / 1 / � lI� /\\\ \ J9/iB,� s.]\\\\ \ r � ,yo'' � PROPOSED STORM SEWER 0 25 50 100 P �ro T Fo�ro �_ — __ - / / I / // \\t\ \ \ \ \ \\ \�_�j/ I \�''� PROPOSED STORM SEWER 612.758.3080 �o-ioae`�-_---� ` \ I l I \�\l \\\ \\\\\ \ _ ✓ ————— PROPOSED EASEMENT www.alliant-inacom PROPERTY LINE SCALE IN FEET «�..,0 0 oy —o o ° o\ o / // \I\\ \\\\ SETBACK LINE . / / l /� ll V AA _ /_i n LOT LINE � �� ESoa< — RIGHT-OF-WAY o SEE SHEET 29 FOR TREE INVENTORY ovk N \QN o o o TREE (TYP.) </ r PUGS o /o � P / p EXISTING BOULEVA4.5"RD �� o � t DBH, r v r/,�/� vvv�v `%Y v v`v`v �/ A FoR y\- — XX - x \ 51 \ \ �:,�y "y / -v —` w o 6 o1777 - LU \ - 46 V �� y�/ 2 19 8 �\\� - n5 45 15 a � p � \ �I � I I � Q \]/ 4 6] of �\ io22.$ --,I / \ \ �\ \ \ \'�2 ��_ t m a / \ 1 14 — I � o z rna 4\ - 1 c,�o A\ / Z 6 /6s 4 I \ 10 qxd _ -_ I E I i w \ o — w 7 Z ,� B LO CK-b I — — - )n /� TOP F \ — LU t 41 0 ,, ,,e,s t, �� ,v 6 � � _ � > � % w SM z 1 I I U3, JE I J d z w w Lu N s nsa 1 y o '°� ° �� / Hwy 1o13.2z w oC � 'oo � 3 \ Y ¢ / OUTLOT H I 2f \ \ m a F- \\ V \ / INFILTRATION BASIN A Pan. � I hereby certify that this I specification, or reportrunder w 3 i Ag I , �\ 25 / 1 I prepare er me a nde°my ii]ss ` ')C ()r artecat pervis'on and that I \ n L lJ \ l"D �]3H lo\ \ c 9 x�o "r LANDS1.CAPE ARCHITECT under 6 _ \� ,1'S / 27 N / / `\ MINNESOTAf the State f no S a 7 61 28 I / / I Avol \ \I MARK KRONBECK,PLA,ASLA O V +00 + 100 +0^ / _ 1-25-19 26222 + I Date License No. K I QUALITY ASSURANCE/CONTROL �� 34 41020 o\ I _ 10 3 - - I o BY DATE 3 \ qq \ - I 2 11 `�- DATE ISSUE -25-19 CITY SUBMITTAL \ � �� I �� 27I 26 25 24 23 22 21 2 19 18 17 16 15 ° \\\\\\ UUTLOT I INFILTRATION ! �_ ! � � \� \A,oa ° II III IIVI \ HWL IN C 1016.39 A K 51 DO I I I I I I — I I 1 I I \ I _ _ PROJECT TEAM DATA o I I I I II I I I S \ ® \ // / II1� \� 1 / / / �1020 ffff E�� o__ -- DESIGNED: MPR /-7 \\ 1 / \(r" �I \� /I \ / / \ ` I I DRAWN: SIL EE PROJECT N0: 218-0165 \ ll>> � �\ `� � �.\ , — \ � � 02 ll �0 � II �I � � N � � \ \ 1 / 1 oti � � � I 27 \° ��\��\II �� \ \ \\ r� o\ � � 3 n ± I sR�T 27of 33 - I � ` - POND v � I v � ,� _ EVAEw ON�� ALLIANT a , o` ENGINEERING 9�RR UG — / l� i I �f�v ��, ��/ A ��` �,6 � - � / � � � � / � � 733 Marquette Avenue P�{i� �G� ---'� wIv ��Ahv �� /// C� o � _ o l Suite 700 F Minneapolis,MN 55402 I I II _ l 612.758.30800 25 50 100 I www.alliant-inc.com SCALE IN FEET I LEGEND: Ii \ 'QQ2 / I I III iy7IV — — S - ;% III I I I I 1k - - d; �- 0-moo TREES TO BE SAVED °xo� / 5 _ I � 0—moo TREES TO BE REMOVED / 1 1 I 1 1 l III I - I I / ' A Ill / / /II II ' �, PM 4 I �— f® . TREE PROTECTION LIMITS / / �� I l l III I I , o �� E 0 13 J 789 EXISTING CONTOUR 60_ // I 1 I )A i�l /�� I—789— PROPOSED CONTOUR 7V, o �— _ / 2 ■• PROPOSED CATCH BASINS " y40N > PROPOSED STORM SEWER _ / // / // I I l II ip/Eiet-x Does �I � I �-�i �i ,' o PROPOSED STORM SEWER ————— PROPOSED EASEMENT ` PROPERTY LINE SETBACK LINE —__—__— LOT LINE RIGHT-OF-WAY , �\\ / / / 2 20 19 10 1 1J \ L F/\1\ SEE SHEET ZE FOR TREE INVENTORY /�\ ) 1 / ,I/ ...\ 3123 — 2 29 �- v EXISTING BOULEVARD TREE (TYP.) f 4.5" DBH o xoo� 2 d -- a� 2 V \ 25 (n LU / A I \_ r- - � 24 o A 10 27 _ - Q J a ,a -� _ 8 _ te _ - o l O a 1 a / a �� 21 �, P \ 29 w a a �� / 20 �° 14 9 1- IL Q 6 8 E 30'\ x > z- a U) ° 3 I ss z w to � �— � /� ,o I K 16 I 31 _ � — J a 1415 32< � w w a on z w w 13 \\ l _ �PE RLAYAR4 rn ' � � 11 12 �` 17 33 m _ a F- _ I _ � I OUIT \ �^ 3 - I x Ipeciticu Iced fy that o„is plan, Q; - 9 / POOL \ prepared by me undera my direct supervision and that I a duly Licensed DO A � TL 20 I LANDSCAPE ARCHITECT under - \ 35 \ I MINNESOTAf the 5#a#e of r29 28 27 26 25 24 23\ 3� �, MARK KRONBECK,PLA,ASLA 5 I A A � 1-25-19 26222 _\ _ 37 T \ Date License No. QUALITY ASSURANCE/CONTROL O7-TLOT B BY DATE / aS 2 65 64 / �f HIwL 995.96 DATE ISSUE \ /1 �O`>' / 6� gfpn _ _ _ , / 1-25-19 CITY SUBMITTAL 4 ROAD-F--- NFILT ATION RA SIN L o i / 68 62 ti _ _ 4�3 �,0�6 71 O LOT A 59 8 57 56 52 5'1 a50 19 48 Q�7 / �6 �5 A4 � l / PROJECT TEAM DATA ED. O+I00 ' 7 ` _v I I I / DESIGNED: MPR DRAWN: SIL -- _ _ it LO� `--- -- `-- - / PROJECT NO: 218-0165 o 7-7 A/R o / / `V 3 / ♦♦ \ ♦ I I — / / o .� �♦� \ ee�� I \ 1 I 1 I I / — sxcEr 28 of 33 Common Tree Hardwood Trre TREE SUMMARYTag Number ,BH Common Name Notes SIGNIFICANT Remove SIGNIFICANT TREE DBH ONSITE 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 10 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-ine.eom 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 10 Black Cherry Good X X SO 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 0.251N 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 11 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 1j) 1770 17 Red Oak Good Offsite 1771 19 Black Cherry 2x trunk 10,9 good X X 19 LU Q o 1772 17 White Oak Good X X 17 a O d 1773 17 Box Elder good Offsite LLJ O 1774 21 Red Oak Good X X 21 J Z Z 1 1775 28 White Oak 2x trunk 15,13 good X X 28 z Z 1776 28 White Oak good X X 28 Z W 0 1777 15 Hackberry Good X p CC > N 1778 11 Red Oak Good Offsite J G Z 1779 15 Big Tooth Aspen Good X X 15 LLI J W N 1780 7 Red Oak Good X X 7 Z w W 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 hereby certify that this plan, specification, o report under � 1785 7 Red Oak Good X X 7 prepared by m or der un my direct 1786 8 Red Oak Good X X 8 superAsion and that I am a duly Licensed � 1787 6 Red Oak Good X X 6 Good LANDSCAthe lawsPE ARCHITECT under O 1788 6 Red Oak Gd 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 0_ 1797 18 Red Oak poor X X 18 DATE ISSUE 1798 8 Red Oak Good X X 8 LEGEND 1-25-19 CITY SUBMITTAL 1799 10 White Oak good Offsite 0 DENOTES TREES TO BE REMOVED 2737 18 American Elm Good X X 18 2760 45 American Elm 4xtk IZ11,11,11d X X 45 0 run goo 0 2791 26 Box Elder Pt 258842x trunk 14,8 X X 26 DENOTES OFFSITE TREES u-) 2752 19 Box Elder Pt 25886 X X 19 �2 2742 44 Oak Pt 258682x trun k 25,19 X CD 00 ro o PROJECT TEAM DATA N DESIGNED: MPR DRAWN: SIL X PROJECT N0: 218-0165 ui O 3 9 0 SHEET 29 of 33 Z \ III I ALLIANT ENGINEERING z — aD g V 733 Marquette Avenue Suite 700 , '\ Minneapolis,MN 55402 612.758.3080 www.alliant-inacom I ` GO- i �. Z I I LU �. V / 6 �' �---j I I 19 �_—_�---- p \\ s'TI�EET T V I I I zs C < a / s � �:, Q >} I T 2 3� ��". 32 � J vt� ram' D 0 r-: 1 ' T 1 I1J Q Q Z y r J O UD i a - \ J zLLJ . .....:::.. 3 Z Q O 57 SG ........... ... ... .... W 27 26 26 24 �0 19:.. 17 J fn ILL! 11J-r_7 W Y Q 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 sup—isionand that I DD ' am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Do MINNESOTADo �� p MARK KRONBECK,PLA,ASLA <L 1-25-19 26222 Date License No. LEGEND QUALITY ASSURANCE/CONTROL OVERSTORY DECIDUOUS TREES BY DATE 0 DATE ISSUE 1-25-19 CITY SUBMITTAL ORNAMENTAL TREES c 0 DD I:tpc0 CONIFEROUS TREES O m N DO N FLOWERING& EVERGREEN SHRUBS ON�� R� PROJECT TEAM DATA ® PERENNIALS A`r��, DESIGNED: MPR X INFILTRATION AREA SEED MIX: `! ` PRO CT NO: 218-0165 DR WN: ,,// • MN STATE SEED MIX 33-262 (DRY SWALE/POND) 1 N p S�� SIDE SLOPE MIX: F0� O MN STATE SEED MIX 33-261 (STORMWATER SOUTH &WEST) 0 50 100 200 0 SOD o SCALE N FEET SHEET 30 of 33 u • , � I • la • 1'1 --- a . 40 AOMWA Mimi of �a�� `ice - • I ;� WI Riamg p p ��l1�1�� !� see►.' �` 'a'�i �j,,�� Par, Mimi gki U1 1 ► a MIN B . IM NEI TIME— 'KIM ��a� �/` ��r'a �� : - �►4�\®�� d��P�►e`11 17f 'A�p ��i�l� s1��►.��•. , o i ON i, � •I' �I �'�I� ��.®■7�Q�� I�—i� �I� I�—ice �p� � �� r- � � � ` mil sUn � ae,so°tea i iv7 itWEPS v 1� � Qi 0 4 i iR 1@ il► .�,�� I / TREE PROTECTION FENCE,NP. � N I / / / , (SEE TREE PRESERVATION PLAN) - V \ _ ^ XI 4 TRCEE _ .s. . . . A GI I A N T APEX. 4O' O , ENGINEERING --———— LP S'NY,- : 733 Marquette Avenue OR GD 5-AP Suite 700� F �2 / �P�� ;•; 11 12 13 14 F -1 Minneapolis,MN 55402 0 25 50 100 I 612.758.3080 10 www.alllant-InC.COm SCALE IN FEET LEGEND �/ a 6 7 \ :.' S- S �- � OVERSTORY DECIDUOUS TREES 3 ��7✓"�1 ORNAMENTAL TREES l./ f 1 1-EL- E- �.'. .. . 2-KC CONIFEROUS TREES \ / I I 5-SB 'Q FLOWERING&EVERGREEN SHRUBS \�'/ I / / „ •- 5-SF l - i ELECTRICAL TO BE 1-EL --. m / \ RELOCATED OF PROPERTY33 F PROPER PERENNIALS - - - - - LL - 19 :. . i 21 18 17 16 15 32 INFILTRATION AREA SEED MIX: 411, AN STATE SEED MIX 33-262(DRY SWALE/POND) \ / 5_BS ------,-.--- 22 31 23 G SIDE SLOPE MIX: \\ / 1-RM t• .-- •Z AN STATE SEED MIX 33-261 (STORMWATER SOUTH &WEST) y // -- , 30 SOD rf 29 .� L B / �,, 24 - •-! 3 HL J EXISTING4 TREE 2 . ,-HL _- 25 w APES. ao ° P.� 12 RM 26 - � a 10 •--- _ .'. -. � 27 � t- \ 23 9 m (n T ,,,JJJ D a 22 .p 8 1�_ -� . � 28 U) w 13 /W1� Q a z M _ EXIG.SILK y/ 19 20 - -::-. • 14 1-EL _ O a J 6 .- EXISTING STREET LIGHT=NP. c iII D5--M aIII—a � _t- 3-�RB a�, -: 3._-S a•� - - .-.--.' "1 1 12 1 .'.' 15 16 :.:.:":.:'':- 1••8/ '10"-''E.D- ,�--BEsS ED -.'�'-4B-LTA :LL.:-�:'-..-, s-Bs 2 5: :-•-..�-' z-HL - 3 - Z JZ m- w30 a17 WZ o 3VE, 0 � aU0n 32 J N 3 14 Z ILLJ wQ5-RM- m a - 10 - X I hereby certify that this plan, 4-RM 34 ec'f'cat'on orf w sp rep ared b under m =- 19 prep y si y o '3 ..J,' - 19-HY "}=EL•-- ' ' __ direct supervision and that I LAN. TL 8 z-HL 2 - a s duiy Ccensed - - - - - - - / \ r CD - the INNESOT Dlaws Pof}h/Je/N�fJ State uo M Ande 9 28 27 26 25 : : 24 23 36 A ,-,3, L-•----- - � �-�'�'��-��-�� MARK KRONBECK,PLA,ASLA 11 5 .\\ BL -INFILTRATION-SEED-MIX - 1-25-19 26222 -. -•� / 1_H ► 37 (SEE SEEDING NOTES) Date License No. 4 •-- }r - - �/, •''�' \ • QUALITY ASSURANCE/CONTROL " . Q 63 - • _ /�., BY DATE 2 64 : : . Q HL 1 . LL- - - , , , , , , ,> , � DATES 19 CITY SUBMITTAL65 ,-. �' -. •. . . :•:-.-:" .-:LL:.::-:66c .. , EL ,-BL 40 39 - 68 41 42 '-'-SIDE SLOPE SEED MIX (SEE SEEDING NOTES)„•; 7 0 J44 t 59 : : 45 :LLB: - ' 58 57 56 52 51 50 49 48 47 :'. 46 0 4-RM •-, 1 :�:. ... - PROJECT TEAM DATA . DESIGNED: MPR :. DRAWN SIL ' - -- - - PROJECT N0: 216 0165 0 ;I- 4 32 3 �^ .....�...,...�'�GL.... �WALKING PATH T)F' ., i �a-r- ., ti yaa�-�� •'i_.fa•';.��-�-� \, - 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 PROPER LOCATION. S l g EXPOSETRUNKF ARE Suite 700 TAMP SOIL ASE ROUNDFIRMLY FOOTBALL FOOL 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 FOOTBALL ON Kentucky Coffeetree'Espresso' Gymnodadus UNEXCAVATED OR TAMPED SOIL IM RILL WITH TOPSOIL PLACED 13 KC 25"Cal.B&B Straight Trunk,No V-Crotch dioicus'Espresso' I FL=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 _ utumn Blaze Red Maple l Acerxfreemanii IIII IIIIII —11 II11— A 40 RM utu rsred' 2.5"Cal.B&B'Jeff 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 Pious 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 Bs Blackhills5 Spruce Plced laucadensata 6111 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' 6111 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 Crabapple l Malus'Prairie Rose' 2.5".1.B&B Straight Trunk,No V-Crotch a PRUNE DEAD AND BROKEN BRANCHES L Autumn Brilliance Serviceberry l Amedanchierx r 43 SB 6 ht.B&B Clump Form LLJ SURROUNDING grandiflora'Autumn Brilliance' FOOTBALL I-2 ABOVE SURROUNN DININ G 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 BOIL Baja Daylily I Hemerocalis'Baja' 1gal.cont. III m 17 BES Black-eyed Susan BACKFILL WITH TOPSOIL FROM HOLE Rudbekia hirta'Little Gold Star' lgal.coot. I� II, Francs Wi l l iams Hcsta l Hosta sle hot al Trancis I— AND WATER THOROUGHLY.PROVIDE Q E 9 FWH 1gat,Cont. -III= PLANTING SOIL AS SPECIFIED IN NOTES. W Q Q Williams' < J W 8 SAH Sagae Hosts I Hosta'Sagae' 1gal.cont. ROOTBALLSHOULD Sir DIRECTLY ON TOP O a U N OF UNDISTURBED SOIL. JJ } Z 21 SED Neon Sedum l Sedum spectabi le'Neon' Igal.Cont. 3XDIA.OFROOTBALI UNDISTURBEDAND ` UNCOMPACTED SUBGRADE / LU NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN A DISCREPANCY _ Q J 0 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 Q 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 OL. 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 00 RESULTING FROM LANDSCAPE OPERATIONS. 16.GENERAL CONTRACTOR SHALL FOLLOW THE COUNTY/STATE SOIL&EROSION CONTROL SPECIFICATION FOR DISTURBED AREA STABILIZATION. /� PROJECT TEAM DATA O 0140 � DRAWN: CKS x CIS\0 P` " PROJECT NO: 218-0165 0Vk P��F°R 33 SHEET 33 of 33