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S E R V I C E FLAG POLE930.86FNDIP-1/2928.22FNDIP932.12FNDIP-41578932.33FNDIP-41578932.08FNDIP-41578932.33 FNDIP-41578 933.05FNDIP-41578932.93 FNDIP-41 5 7 8932.09FNDIP-41578931.73FNDIP-41578931.27FNDIP-41578932.54FNDIP-41578931.01FNDIP-41578930.40FNDIP-17765922.06FNDIP-17765922.51FNDIP-PINCH922.23FNDIP-17765921.76FNDIP-17765909.66FNDIP-1/2904.93FNDIP-17765912.52FNDIP-41578 FNDIP-41578912.37FNDIP-41578908.89FNDIP-17765911.42FNDIP-41578910.00FNDIP-41578910.52FNDIP-4157891 2 . 6 4 FN D I P - 4 1 5 7 8 912.38FNDIP-41578912.50FNDIP-41578913.27FNDIP-41578925.5925.4933.2932.1925.6925.5931.3930.0924.2925.0933.3932.0925.2924.0931.6930.4924.7926.0932.8931.6924.9927.3930.7929.7925.79 3 3 . 4 9 3 2 . 4 926.6926.7931.4930.2924.5924.6924.1924.3924.7932.1931.1914.4908.0908.6909.0909.2909.5909.4909.0908.9908.5908.2908.2907.2906.5906.8908.0908.6908.3908.4909.1909.1908.4907.3907.4907.6908.2908.0908.3909.2909.6909.6909.3908.8909.3909.4909.6909.5909.0908.1908.9909.2909.0909.1908.8908.5908.7908.9908.6908.5907.4914.7914.5914.43TC913.95GL914.66TC914.51TC914.01TC914.2914.2 914.0 913.50TC913.68TC913.72TC913.51TC913.7 913.5913.18CBTC913.48CBTC913.47CBTC913.16CBTC913.7 913.8913.44TC 913.72TC913.77TC 913.35TC913.6 914.0913.85TC914.17TC914.8913.8 914.21TC913.91TC914.2 914.5 914.8 914.5 914.0 909.6908.5909.3909.7909.7909.9909.8911.1912.6913.1913.4907.1915.8912.1916.1916.5916.0921.0922.5924.7926.2927.5927.4907.58CMP-72-TOP 905.58CMP-72-TOP9003931.68TRAVIP932.4932.4932.4932.5932.6932.6932.7932.7932.6932.6932.4932.4932.4 932.2 932.3 932.3 932.3 932.6 932.6932.4932.5932.3932.2 932.2 932.3930.2929.9929.9930.0929.9932.2 932.3 932.4 932.6 932.5 932.7 932.7 932.9 932.8 932.6 932.3 932.1 931.8 931.6 931.4 931.0931.0930.6929.1928.2926.6924.9925.3926.0927.3928.1929.2930.7931.8931.5931.0931.2931.5 932.4933.2932.9 932.8932.6932.4932.4 932.7932.4932.0932.0 932.1 932.1 932.2 932.2932.3932.2 932.2 932.3 932.3 932.3 932.2 931.8 931.1 930.5 930.1929.3929.0929.5930.2931.0931.3931.5931.6931.6931.6931.7931.7931.7931.7931.8931.8932.1932.1931.9932.2932.3932.3932.1932.1932.0931.8931.8931.8931.7931.4931.1930.2929.4927.7929.3930.4931.0931.3931.5931.5932.0932.5932.8933.0933.4933.5933.3932.9932.6933.9 933.7933.7933.6933.8933.5933.0932.5932.1931.7931.0930.5925.3922.5923.2926.3927.7928.7929.8930.9931.9932.3932.5932.6932.5932.4932.5932.7931.4931.1930.5929.9929.3928.3926.3923.9921.99 2 0 . 7 920 . 7921.3923.2925.5926.9927.9929.0930.1931.1931.2930.6928.5925.4922.8921.6921.6922. 3924.7928.0930.4931.4931.0930.8929.7927.2925.0927.0929.2929.8929.8928.9927.3926.3925.2924.5924.2923.0922.2921.7921.79 2 2 . 2 92 2 . 3 92 1 . 7 920.9920.8920.99 2 1 . 2 921. 5 921.4923.9926.8928.7917.6916.7917.0917.1917.4917.5917.5918.3918.2918.6918.0918.5917.8918.1917.5917.9918.1914.75TC 914.45TC 914.86TC914.57TC 914.20TC914.49TC 913.90TC913.74TC 914.2914.08TC913.75TC914.4914.8914.29TC914.52TC 914.6914.92TC914.60TC915.0914.53TC914.80TC 910.5909.4910.8909.9909.9909.4910.6910.8911.0910.3911.6911.9911.1910.7910.4911.1910.0909.5909.9910.4911.6909.3909.9909.5910.1913.0912.3912.6911.8912.3911.8910.5910.4913.3912.8909.8908.7910.1910.6910.0911.4911.7910.7910.2908.3907.4907.6907.5908.1908.6908.3908.9908.6908.8909.2909.5909.4909.3908.8908.8907.6908.6932.18TC932.50TC932.51TC932.75TC932.42TCEND932.77TC932.61TC932.55TC932.5932.5932.07TC931.70TC932.71TC933.09TC933.2933.3933.4931.0931.4930.7931 . 4 9 3 1 . 4931.4931.5931.4931.3931.6931.8932.0932.0933.2934.0FFE932.5 932.3 932.5932.4932.8 932.1932.2931.9932.28TC932.40TC932.67TC932.77TC932.47TC932.54TC933.2933 . 0 CO- P I P E (Areas determined to be outside the 0.2% annual chance flood plain.)(Areas of 0.2% annual chance flood;areas of 1% anuual chance flood withaverage depths of less than 1 foot orwith drainage area less than 1 squaremile; and areas protected by leveesfrom 1% annual chance flood)(Base flood elevations determined. The floodway is the channel streamplus any adjacent floodplain areas that must be kept free of encroachmentso that the 1% annual chance flood can be carried without substancialincreases in flood heights. Base Flood Elevation is 912 per FEMA MapNumber 27163C0136E & 27163C0117E effective date of Feb. 3, 2010)APPROXIMATE FLOOD ZONE LINE PER FEMAMAP NUMBER 27163C0136E & 27163C0117EEFFECTIVE DATE OF FEB. 3, 2010(Base flood elevations determined. The floodway is the channelstream plus any adjacent floodplain areas that must be keptfree of encroachment so that the 1% annual chance flood canbe carried without substancial increases in flood heights. BaseFlood Elevation is 912 per FEMA Map Number 27163C0136E &27163C0117E effective date of Feb. 3, 2010)91 9 . 3 7 H D P E - I N V - 1 5 "932.86MHSTMWATERBOXWATERMANHOLE EXISTING BUILDINGFNDIP-17765FNDIP-17765FNDIP-17765FNDIP-PINCHS77°42'13"E2.05EXISTINGBUILDINGEXISTINGHOUSEEXISTINGGARAGERIM=930.50INV.=927.30(W)INV.=926.95(E)INV.=926.88(S)INV.=926.83(N)INV.=926.53(S)INV.=926.20(NW)OUTLETRIM=929.73INV.=921.07(NE)BOTTOM=920.9715" HDPEINV.=912.64INV .=92 5 . 3 8 (E ) INV .=92 5 . 2 7 (W )926.83PVC-INV-15"15" HDPEINV.=925.44INV.=913.49 (PER PLAN)INV.=897.95914.25MHSTORM 913.52CBBC913.78CBBC 931.17CBTC931.23 MHST 925.71HDPETOP932.26MHST-BURIED9 3 0 . 7 6 M H S T - B U R I E D 913.91MHSTORM 925.56HDPE-INV-15"924.39HDPE-INV-15"INV.=908.59G.L.=912.48INV.=908.66G.L.=912.85INV.=908.58G.L.=912.83INV.=908.43 (E)INV.=906.25 (N-S)G.L.=912.50INV.=908.41G.L.=912.78INV.=908.83RIM=912.81PIPE IN POOR CONDITION 4 2 " R C P APPROXIMATE 12" DIP WATERMAIN LOCATION 914.77MHSAN914.8909.90SERV-4X4-?TOP OF PIPE CRUSHEDINV.=891.19 INV.=891.31INV.=913.55INV.=898.30RIM=914.30913.2 913.3914.5 915.0 931.39932.70MHSAN932.26 MHSAN 932.45MHSAN932.19MHSAN927.4927.8 915.20MHSAN914.7913.19MHSAN930.33SETIP932.52SETIP932.41SETIP932.62SETIP42" RCP 10" PVC908910 912914914914914914 10" PVC24" DIP18"RCP 15"RCP224.41Δ=24°29'29"R=525.00N47°00'00"E 172.13N88°42'45"W120.65N80°41'12"W5.00N09°18'48"E 700.00 N73°23'12"W 564.880.64N09°18'48"EN73°23'12"W176.24S 5 0 ° 0 0 ' 0 0 "W 2 9 8 . 0 6 S5 8 ° 0 6 ' 4 1 "W 8 1 . 9 7 N67° 5 6 ' 0 7 " W 52.2 1 N00°00'00"E 161.01 78.16N90°00'00"WN65°00'00"W34.02N00°00'00"E 117.1520.43Δ=90°03'13"R=13.00S89°56'47"W 199.53S00°28'14"W 260.08 216.32Δ=55°05'08"R=225.00230.69Δ=48°03'49"R=275.00S06°33'05"E 149.81150.55 Δ=31°22'00" R=275.00 195.70Δ=30°18'15"R=370.00153.01Δ=20°23'18"R=430.00S70°45'04"E 198.12S60°50'06"E 466.44S89°31'46"E5.00105.80S31°11'49"W 73.2 3 S55°3 5 ' 1 4 "W S 4 9 ° 4 9 ' 0 2 "W 1 8 0 . 0 7 N89°21'18"E58.51S00°00'00"E19.38129.95N52°51'49"WN3 0 ° 4 6 ' 5 7 " E 58. 8 4 S26°32'21"W23.87N 5 0 ° 0 8 ' 3 0 " E 3 2 7 . 6 6 S 0 4 ° 1 3 ' 1 6 "W 4 0 . 7 423.21S28 ° 5 3 ' 1 5 " W 80. 3 6 S71°54'16"E 128.93N88°44'47"E 122.9853.78 N47°56'32"E 43.83S47°36'52"W26.89N88°42'05"ES00°25'21"W13.11S89°34'39"E 20.00S00°25'21"W13.7159.70S88°42'05"WN71°51'06"W 162.82N21° 5 2 ' 2 5 " E 1 7 1 . 0 7 N77°45'59"E89.50S77°45'59"W80.39N66°18'35"W86.90S23 ° 4 1 ' 2 5 " W 30.0 0 50.12S66°18'35"EN23°41'25"E13.01S64 ° 5 3 ' 3 9 " E 25.9 0 S21° 5 2 ' 2 5 " W 1 5 3 . 9 2S30°46'57"W38.30N52°51'49"W 131.46N26 ° 3 2 ' 2 1 " E 3 4 6 . 0 5 N23° 0 6 ' 1 0 " E 1 8 2 . 6 7 78.60142.95Δ=36°24'03"Δ = 1 0 ° 5 6 ' 0 0 " 4 2 . 9 3 205.98Δ=42°54'53"144.45LOT 1BLOCK 1Drainage & Utility EasementD r a i n a g e & U t i l i t y E a s e m e n t Drainage & UtilityEasementDrain a g e & U t i l i t y E a s e m e n t Wet LandEdge of Wet LandEdge of Wet LandEdge of Wet LandWet LandEdge of Wet LandWet LandN52 ° 1 2 ' 0 2 " E 4 1 1 . 2 8161.71404.52Metropolitan S e w e r E a sm em e n t per Doc. N o . 2 8 7 9 5 8 Top of DitchMiddle Line Branch No. 3of Judicial Ditch No. 3Drainage & Utility EasementDrain a g e & U t i l i t y Ease m e n t Drainage & Utility Easement West Line of Sec. 20, Twp. 31, Rng. 21 East Line of Sec. 19, Twp. 31, Rng. 21 North Line of the SW 1/4of the NW 1/4 of Sec. 20, Twp. 31, Rng. 21East 1/4 Corner ofSec. 19, Twp. 31, Rng. 21/West 1/4 Corner ofSec. 20, Twp. 31, Rng. 21North Line of the SE 1/4of the NE 1/4 of Sec. 20, Twp. 31, Rng. 21N73°23'12"W98.87445.34 N00°23'48"E 10' PKG. STBK 25' BLDG. STBK 10' PKG. STBK25' BLDG. STBK25' BL D G . S T B K 5' PK G . S T B K 5' P K G . S T B K25' BLDG . STBK 5' P KG . S T B K 1 0 ' B L DG . S T B K 5' PKG. STBK10' BLDG. STBK VICINITY MAPHugo Gardens Finale Avenue North, Hugo, Washington County, MN 6008 Virginia Avenue, Edina, MN 55424 Hugo Garden Apartments LLC PROJECTPROJECT NO.: 19296COPYRIGHT 2020 CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONV2.0PRELIMINARY PLAT. .. .. .. .. .. .N44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LAND SURVEYOR UNDER THELAWS OF THE STATE OF MINNESOTA.2-20-2020NCLIENTOVERHEAD UTILITIESFIBER OPTIC SANITARY SEWERSTORM SEWERTELEPHONE LINECABLE LINE WATERMAINELECTRIC LINEGASMAINCHAINLINK FENCELINESIGNSANITARY MANHOLESTORM MANHOLECABLE TV BOXTELEPHONE MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXTRAFFIC SIGNALGAS METERELECTRICAL METERWATER MANHOLEWATER VALVEAIR CONDITIONERBOLLARDCATCH BASINELECTRIC MANHOLEGAS VALVEFLAG POLEHANDICAP SYMBOLFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET IRON MONUMENTFLARED END SECTIONLinetype & Symbol Legend POWER POLEUTILITY MANHOLECONCRETE SURFACEPAVER SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE GUY WIRECONIFEROUS TREEDECIDUOUS TREESURFACEWOODEN FENCELINEGUARDRAILROOF DRAINCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYCJRLS.PRELIMINARY PLAT GENERAL NOTESLEGAL DESCRIPTION:Outlot B, LAVALLE FIELDS FIRST ADDITION, Washington County, MinnesotaDATE OF PREPARATION:2-20-2020Note: Background existing conditions survey information per survey by E.G. Rud and Sons, Inc. dated 9/23/2019APPLICANT:Hugo Garden Apartments LLC612-275-08086008 Virginia AvenueEdina, MN 55424ZONING:P.U.DPROPOSED SETBACKS:Building - 25 Front/Rear 10-SideParking - 10 Front 5-Side/RearAREAS:Proposed Lot 1 = 767,265 Sq. Ft. or 17.614 AcresBuildable Area: 343,123 Sq. Ft. or 7.88 AcresFLOOD ZONE:This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain); Zone X(areas of 0.2% annual chance flood; areas of 1% annual chance flood with average depths of less than 1 foot orwith drainage areas less than 1 square mile; and areas protected by levees from 1% annual chance flood); andZone AE (base flood elevations determined. The floodway is the channel stream plus any adjacent floodplain areasthat must be kept free of encroachment so that the 1% annual chance flood can be carried without substantialincreases in flood heights. Base Flood Elevation = 912) per Flood Insurance Rate Map, Community Panel No.27163C0177E & 27163C0136E, effective date of February 3, 2010.________________________________________________________Rory L. Synstelien Minnesota License No. 44565rory@civilsitegroup.comPRELIMINARY PLAT: HUGO GARDENS160408004080SCALE IN FEET