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PRELIMINARY PLAT: HUGO GARDENS <br />x 908.8 4) RIM--908.1 \ <br />x908.3 x908.4 x908.8 G.L.=91 .78 (' m INV.=908.83 909.6 <br />X <br />INV.=9 8.41 U 912.38 <br />907.4 908 FNDIP-41578 908. <br />NE AE x909.3 U ry \ 905.5z T!7p f <br />X 908.5 CMP-7F P PE <br />termined. The floodway is the channel m U TOP O I CRUSHED <br />t floodplain areas that must be kept x909.3 of ^ o ~ \ 910.0 <br />that the 1% annual chance flood can x909.1 x9os.s y m 9 O gogA F 0 <br />Incial increases in flood heights. Base 908 Fr i O �7 / \ Nplp I I <br />,r FEMA Map Number 27163CO136E & x909.4 x908.7 `/ / `' // <br />late of Feb. 3, 2010) INV.=897.95 <br />\ <br />908.6 x 909.6 x909.0 908.6 909. q '� p S%Oqs` ` 09. (DN - <br />x909.1 x x r � >� 910.52 � .. N I � <br />° o ♦ °j��' _ 04nc ♦� 7 Frl r,r` FNDIP-/ x90w O <br />X 909.6 X 908.9 ' I�Q. ` y /� O <br />y 1 -9 L \ O d' C <br />y <br />X 909.6 90X. `` 1S3•01 J <br />08.0 x909.1 x909.2 •�a.�I \a �`\ / a=20023' 19 (n CL In 3 I I _ <br />/ n 1 /oX')1 / 1 909. - �'y \\-��\ //// J11. „ 5' IO 3 <br />H -X ��� / / / FNDIP-411 Rzz430.0() 4;3001g\ W <br />L - / 1 x9014.2 / 1 L-9r.37rp-4Lf ��o'' X �`�� // 15 I <br />16.8 x 908.4 909.90 q„SP•♦ / /yj/\ _ 370. 00 / <br />SERV-4 KC' U - / / / / / �/ \ x 910.6 y I J�- <br />909.0 909 / \ \ Ct. \ / i� <br />X RIM51L49i 0 ,e ' <br />INV.=898.30 '� // � / J10.� a�'La\ � � INS <br />5 x907.3 X908.3 x908. b _ / / // / C`C\ '<°at`\P 1 ' <br />908.1 U [.�'r \ \ / \ O • ,6r0 p,0 ,C�' CI`P <br />.L.=912.50 909.0 ti ">'�� •CO' I(O\ // Gr 7j �y QcrpJ�F�'� / /��� ��\ •.,1', .� �a <br />908 W-908.43 (E) X '1'0 '� o, / / / tam �O a �F-a S` ti9 ti� \\ `0) <br />x9o7.4 ,a v OQ e. a ti o \x <br />INV.=906.25 (N-S) • e x911,1 �( / / 0 r o <br />2 G� ' 9,^' / // \•(\e YG al\O Jy[.Ga�t .�y a 908.9 x908.6X90a �� // 'C. \\ ♦ s <br />908.9 ti� v1'i c. 3.27 // / \. \V <br />os X o�4 �P 3 ni FNDIP 41 , o / / // / / \C��\ea\L\a \oeo 5�raoa c\e,eo�� 1 Wet Land <br />( c\ 'y <br />x 907.6 <br />O <br />c ��' � / / / // <br />--- - �� C�0 cb /\\ / \\O 6 <br />x911.g // / °°a or o -Drainage &Utility Easement e c) / /j \ Oo - <br />2.85 9770. / / �a°J`c\ a\ �y5 cb'1S0, 6 <br />,lU �U \ \ 0 INV.-908.66 X ��/// / \ a\p� C'(. �J .Ar 908.6 a(♦ r], / / / \� 0 <br />x 908 O ' Oa aLa ac rP'� /G O\\\' \O• <br />1 0�=91z.ae / / / �o as\\o\�ooa' oQ \ L C <br />ce J 4U ^^ .V.=908.59 ;/ /ayyaaq�,ce_\cE� ( / eti< OOL / / �,y / / / 'PROXIMATE`FIOOD ZONE LINE PER r 4og$2 �66 .cs16, d o <br />x911.6 X91z \J ram ey : i1VL CN t aP NUMBER 271�i'3fQ136E & 27163C011 gSl z <br />o�' eay t�'j 907.5 / / Qe / / '� / '1TIVE DATE OF FEE 2010 `\ a <br />y of ra/ Edge Cffl9N�t Land---- p �` 916. o <br />x907.4 0 'Edge of W�t Land <br />0 / \ .: 913.3 �oti/ / z <br />ay �vh a a N 88 042 4 5 W / / �\� � G � / 9oa.1 Wet Land-- / / '�` ���� ` 9ll.6 �9z�. � � <br />4.4 U ��� �� / \ a 3 <br />�' FNDIP-1. / / \/ / / I �� a <br />F` 120.65 / / / / ♦ I I -I- l / \ -I- , ��` 9x71.4 h 922.5 924. 25,7 <br />/ x908.3 /� '11\923 <br />/---North Line of the SW 1/4 <br />�- x910.2 / / / / Ad /-� �` 22.5 . <br />♦ / ♦ / I L ♦ / I L J �� 924.7 1 Of the NW 1 4 Of Sec. 20, Twp. 31, Rng. 21 <br />,--North Line of the SE 1/4 - 1 - / / \ / p' g' <br />id with \ 925.j� <br />of the NE 1/4 of Sec. 20, Twp. 31, Rng. 21 r - l r - l f---foot n �_ \\- 92r - - - - - <br />/- ✓7ith drainage area less than 1 square O 8 9262\ 926. <br />i 28.1 �29.2 930.7 <br />N�30 / l L - L - L / / ♦ //� from 1° tla yeas protected by levee/ x 923.E _927.7 2j x---/--x <br />927.5 X 9 9 .6 o?n tzr <br />23 r y p / \� AL �� � 50 2 �29.3 <br />931.0 <br />w S6q 88 / S // �`♦ Wet Land �917.1 / O FNDIP 10 931.0 <br />CD 0 <br />/ TTppt� P( 931.2 <br />1,2 LOT 1� IL_ NN x929.0 SE93D 31.0 <br />909.66 = j� ��n <br />/ ZONE <br />FNDIP' / \ / / <br />/I/E <br />`E ` Edge of Wet Land---' <br />� Q) o T 1 x 929.5 <br />1 <br />x 917.5 -D - <br />/� o) Q) - <br />/� c m / 1 <br />y � < <br />A0 r - _ x 930.2 Al 01I 1 0' y a <br />rT� ra <br />7/♦ W N W I. I <br />BLOCK 1 / ^921.3 PI -'- W T� <br />/ x 923.9 G) I 0 > <br />/ x 928.7 � �( X \ <br />ZONE X -1 L" x931.0 <br />rn 0 <br />AL 'Areas determined to be outside <br />/ the 0.2 % annual chance flood plain.) m ry <br />O"-?3.2 <br />\ / 1/ h <br />\'V66° x998 I WI <br />\ <br />o /�X931.3g�S"°4559 <br />��7�x <br />so <br />S660 <br />1/ T I <br />$3S'FI��`\ 5g„E r T- x931.5 <br />N,7°45 I I ,, x931.8 <br />\\ I � /.4 / g9.50ry <br />�0) // O)) / Q) 0 _l M m I 9310.68 <br />M R 4O' / Q, //\ �Q `� \\ \ x TRAMP <br />Drainage & Utilit Easement- / / > ry e4/° �\� ��Q� �� X931.6 <br />O <br />►0 04,) / J� /N Q�Os9� t7O Qom' ' <br />/ 4,) <br />w(off <br />! - t �\ 51 3,8 ?0 p <br />O j /N 58. ° 11 E \�! \ \1r' / ! // o S�Oos <br />Z I / N� �S�o�9\ o �\ tScsO1� �tp I <br />S�Q S\ \ \ \/� ./ S\'ps„w S00025'2111W ���G�'\ <br />t\---\ �,a nay \.82 13.71� \\ `\'\�\�I <br />Doti//k ,FaS9e �r� I� \ �s�\j V 30 <br />Edge i f Wet Land c�D°'/� X9/ I �o �� / \i oc��o �/ S�ZoS4 ZZ8 \-� S88°42'05"W o6�89 1�/� It \\5���=� <br />, / N88 42'05"E \� <br />932.4 <br />S-(B1S�9zs.o / / ��� �/� 93 � N88044'47"E 122.98 w �3i\ ����� 93z. <br />DG, / N -\\\ �� (O <br />/ /.`�`l� `'`\`� M L 925.2 <br />° 932 932.4 <br />k� x930.4 S ♦` `+ \ Ln ^ `P 1i11 932 <br />x926.3 / / / \ ' N32.6 <br />O J <br />x 927.0 z <br />o -7 10 S89031 46 E <br />RIM=929. I / 1 / / / / / / / / / / \ / <br />WO v�/ \�(� INV.=92®' NE) '� I / I L / L / I / I \ / I V <br />.� p 'C\ BOTTo�• 2.7 <br />x 927.3Y283 <br />x932.8 0W <br />x9 <br />^/ 1O-25\Q I 7 <br />' '� j ♦� x PVC-INV-1� I -' 1.6 <br />0 <br />926.0 x 925.6 0 I I ri <br />x928.9 / I// Q O 924M x9241g X924.0 x925, O I Nf•S00 , x M 932.6 <br />I I X925.7 9124.1 x924.3 9X4.7 O I\ <br />1 p 00 I 0 I I00 <br />92924.39 <br />p395 J24.2 925.5693 <br />��•DOOrt�I O <br />24.924.7 zI Li <br />X�ggFNi5 <br />x930.0 / 926.7%IINV-kV27.3 X930.4 X931.6 x930.0 5�Xg" ry 1a1 <br />765 X929.9 xHDPgg9Z9X930.7 <br />g31. <br />Ei <br />x931.3 932.L� p �- S00000'00"E C x -v <br />N8004y,�2,r�`�/It \ x929.9 Q ! 7�0� �� NOQ� / 31 31.9 �- �3� �- FNDIP-4 a 7C7.16 I / X19.38, 0-6 <br />5.00 11 I N)30 i III % Z3�/ 7h 9 9N9O000 00"W D P541578 fu W '-I <br />r 23 r ��( /\ 0 m Y 00" Irv, <br />Z, rZrrl^' 1 N%3°� I - d ' _ W� F_OFO NX m <br />0. 64 6. Zq V/VV I 23,1" ; % , / :', 932.0 \ 0 Ln ci 0 I O <br />0 <br />N09 18'48,1 \i98 8� „�' ;' , 932.26 , I pYpl 0 <br />v E / MHST-BUR 0 x932.6 x9�.8 U1 (¢3].• N <br />IN \ 934.0 / • 0 r� 0D x 932.1 <br />931 FFE INV.=926.53(S) O <br />M / <br />// \I W ' /• 0 INV.=926.20(NW �--I M a <br />W � v m I <br />INV.=925.44 Lf) M 0 0 933.2 \/ <br />0 933.4 933.3 <br />3 <br />C) EXISTING BUILDING I i i , 9 / 08 X932.1 <br />EXISTING j ly <br />GARAGE] I r i 932.70 <br />O / SA < < , < <br />'East 1/4 Corner of 7 RIM=930.50 <br />EXISTING ?,` •,� Sec. 19, Twp. 31, Rng. 21/ 4. --- MHSTM CBTC INV.=927.30(W) <br />HOUSE ♦ ♦ P�'�' - West 1/4 Corner of I ---_ ---- INV.=912.64 <br />Y(,'� INV.-926.95(E) <br />____ ____ INV.=926.88(S) <br />Sec. 20 Twp. 31, Rng. 21 �r <br />` in ---- � ---- INV.=926.83(N) <br />\ O 1 ---- <br />FM <br />�I 932. <br />x.1 -0. T. 21932.21 <br />0 <br />TC � <br />932.5 932 <br />932.18 0 <br />TC <br />932.1 <br />FNDIP-415f <br />EXISTING <br />BUILDING <br />11L <br />"� 932.2 <br />934¢0 <br />931.9 <br />32.28 <br />932. <br />SETIP I TC <br />9 304ipn <br />TC TC <br />PRELIMINARY PLAT GENERAL NOTES <br />LEGAL DESCRIPTION: <br />Outlot B, LAVALLE FIELDS FIRST ADDITION, Washington County, Minnesota <br />DATE OF PREPARATION: <br />2-20-2020 <br />Note: Background existing conditions survey information per survey by E.G. Rud and Sons, Inc. dated 9/23/2019 <br />APPLICANT: <br />Hugo Garden Apartments LLC <br />612-275-0808 <br />6008 Virginia Avenue <br />Edina, MN 55424 <br />ZONING: <br />P.U.D <br />PROPOSED SETBACKS: <br />Building - 25 Front/Rear 10-Side <br />Parking - 10 Front 5-Side/Rear <br />AREAS: <br />Proposed Lot 1 = 767,265 Sq. Ft. or 17.614 Acres <br />Buildable Area: 343,123 Sq. Ft. or 7.88 Acres <br />FLOOD ZONE: <br />This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain); Zone X <br />(areas of 0.2% annual chance flood; areas of 1% annual chance flood with average depths of less than 1 foot or <br />with drainage areas less than 1 square mile; and areas protected by levees from 1% annual chance flood); and <br />Zone AE (base flood elevations determined. The floodway is the channel stream plus any adjacent floodplain areas <br />that must be kept free of encroachment so that the 1% annual chance flood can be carried without substantial <br />increases in flood heights. Base Flood Elevation = 912) per Flood Insurance Rate Map, Community Panel No. <br />27163CO177E & 27163C0136E, effective date of February 3, 2010. <br />Rory L. Syn e- ien Minnesota License No. 44565 <br />rory@civilsitegroup.com <br />80 40 0 40 80 160 <br />I <br />SCALE IN FEET <br />C070 �H50�e� <br />C� n :D M p <br />;ivil Engineering ^ Surveying • Landscape Architecture <br />4931 W. 35th Street, Suite 200 <br />St. Louis Park, MN 55416 <br />civilsitegroup.com 612-615-0060 <br />Z <br />� <br />' 1 <br />VJ <br />N <br />0 <br />O <br />J <br />04 <br />U <br />� <br />LID <br />0 <br />C <br />Z <br />C <br />E <br />L <br />C <br />M <br />W <br />a <br />°' <br />_0 <br />> <br />O <br />T <br />C <br />Z <br />M <br />T <br />0 <br />i <br />> <br />Cfl <br />i <br />C <br />LL <br />U <br />W z <br />0 W <br />d U <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED LAND SURVEYOR UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />ORY L. TELIEN <br />DATE 2-20-2020 LICENSE NO. 44565 <br />QA/QC <br />FIELD CREW <br />DRAWN BY CJ <br />REVIEWED BY RLS <br />UPDATED BY . <br />Linetype <br />& <br />Symbol Legend <br />I*iN VICINITY MAP <br />Fo <br />FIBER OPTIC <br />SIGN <br />❑A <br />AIR CONDITIONER <br />"'+" I ," <br />Qu <br />UTILITY MANHOLE <br />GAS <br />GASMAIN <br />QS <br />SANITARY MANHOLE <br />® <br />BOLLARD <br />a <br />WATERMAIN <br />QE <br />ELECTRIC MANHOLE <br />> <br />SANITARY SEWER <br />ST <br />STORM MANHOLE <br />>> <br />STORM SEWER <br />® <br />CATCH BASIN <br />0- <br />FLAG POLE <br />- <br />OHu <br />OVERHEAD UTILITIES <br />Q <br />FLARED END SECTION <br />9 € <br />�� 1r1 <br />[31 <br />ROOF DRAIN <br />€ <br />SITE „ <br />TEL <br />TELEPHONE LINE <br />❑T <br />TELEPHONE BOX <br />GAS VALVE <br />+,,,., <br />$ <br />ELE <br />ELECTRIC LINE <br />a <br />(1) <br />TELEPHONE MANHOLE <br />HANDICAP SYMBOL <br />; <br />CTV <br />CABLE LINE <br />9 <br />x <br />CHAINLINK FENCELINE <br />® <br />ELECTRIC TRANSFORMER <br />COS <br />HYDRANT <br />WOODEN FENCELINE <br />® <br />TRAFFIC SIGNAL <br />OO <br />WATER MANHOLE <br />REVISION SUMMARY <br />o-o- <br />GUARDRAIL <br />© <br />CABLE TV BOX <br />g <br />WATER VALVE <br />DATE <br />DESCRIPTION <br />° 1, <br />CONCRETE SURFACE <br />ELECTRICAL METER <br />-0-POWER <br />POLE <br />© <br />GUY WIRE <br />PAVER SURFACE <br />GAS METER <br />• <br />FOUND IRON MONUMENT <br />CONIFEROUS TREE <br />BITUMINOUS SURFACE <br />O <br />SET IRON MONUMENT <br />0 <br />DECIDUOUS TREE <br />0 <br />CAST IRON MONUMENT <br />PROJECT NO.: 19296 <br />GRAVEL/LANDSCAPE <br />SURFACE <br />PRELIMINARY PLAT <br />V200 <br />©COPYRIGHT 2020 CIVIL SITE GROUP INC.' <br />