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GELEC.SERVICE FLAG POLE932.12FNDIP-41578932.33FNDIP-41578932.08FNDIP-41578932.33 FNDIP-41578 933.05FNDIP-41578932.93 FNDIP-415 7 8932.09FNDIP-41578931.73FNDIP-41578931.27FNDIP-41578932.54FNDIP-41578931.01FNDIP-41578930.40FNDIP-17765922.06FNDIP-17765922.51FNDIP-PINCH925.5925.4933.2932.1925.6925.5931.3930.0924.2925.0933.3932.0925.2924.0931.6930.4924.7926.0932.8931.6924.9927.3930.7929.7925.7933.4932.4926.6926.7931.4930.2924.5924.6924.1924.3924.7932.1931.19003931.68TRAVIP932.4932.4932.4932.5932.6932.6932.7932.7932.6932.6932.4932.4932.4 932.2 932.3 932.3 932.3 932.6 932.6932.4932.5932.3932.2 932.2 932.3930.2929.9929.9930.0929.9932.2 932.3 932.4 932.6 932.5 932.7 932.8932.6 932.4 932.4932.7932.4932.0932.0 932.1 932.1 932.2 932.2932.3932.2 932.2 932.3 932.3931.6931.6931.6931.7931.7931.7931.7931.8931.8932.1932.1931.9932.2932.3932.3932.1932.1932.0931.8931.8931.8932.0932.5932.8933.0933.4933.5933.3932.9932.6933.9 933.7933.7933.6933.8933.5933.0932.5932.1931.9932.3932.5932.6932.5932.4932.5932.7931.4931.1930.5929.9929.3926.9927.9929.0930.1931.1931.2930.6928.5925.4922.8921.6921.6922.3924.7928.0930.4931.4931.0930.8929.7927.2925.0927.0929.2929.8929.8928.9927.3926.3925.2924.5924.2923.0922.2921.7921.7918.0918.5917.8918.1917.5917.9918.1932.18TC932.50TC932.51TC932.75TC932.42TCEND932.77TC932.61TC932.55TC932.5932.5932.07TC931.70TC932.71TC933.09TC933.2933.3933.4931.0931.4930.7931.4 931.4 931.4931.5931.4931.3931.6931.8932.0932.0933.2934.0FFE932.5 932.3 932.5932.4932.8 932.1932.2931.9932.28TC932.40TC932.67TC932.77TC933.2933 . 0 CO- P I P E932.86MHSTM252 5 3060 60STORMWATERDETENTION AREAEXISTING BUILDINGFNDIP-17765FNDIP-17765FNDIP-17765FNDIP-PINCHS77°42'13"E2.05EXISTINGHOUSEEXISTINGGARAGE203020N35°23'06"E50.00RIM=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.=925.38(E)INV.=925.27(W)926.83PVC-INV-15"15" HDPEINV.=925.44INV.=913.49 (PER PLAN)931.17CBTC931.23MHST 925.71HDPETOP932.26MHST-BURIED930.76MHST-BURIED 925.56HDPE-INV-15"924.39HDPE-INV-15"INV.=913.55932.70MHSAN932.45MHSAN932.19MHSAN916928 926 924 920922924926928930932 932932 932 9 3 2 10' PKG. STBK 5' PKG. STBK WETLAND5' PKG. STBK 5' P KG . S T B K CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONLIMITSCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens HUGO, MINNESOTA 6008 VIRGINIA AVE, EDINA, MN 55424 HUGO GARDEN APARTMENTS LLC PROJECT 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:09:05COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC3.0SOUTH GRADING PLAN. .. .. .. .. .. .1.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.2.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDINGBUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION,EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'SSOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILSENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALLREQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITHTHE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITREQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESSOTHERWISE NOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1%MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THEDRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALLTYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY AREGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FORREVIEW AND APPROVAL PRIOR TO CONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKESTHROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THECONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHEDGRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOILAND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALLTRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THECONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED ANDSTOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGEENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOILSHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYSAND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF ISTO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERETURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLYGRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS.PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITHUNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, ORBETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHGRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS,TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC ORERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREASDISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL ORBETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ONTHE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE ALOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLINGSHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED INAREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINEWHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OFTHE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THEREQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OFANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BYMORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATIONAT ANY POINT WHERE MEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALLNOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THEPRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOTABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BYTHE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIEDTHICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC ANDEROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODEDAND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IFREQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF ISTO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.14.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENTCONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALLSCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TOFURTHER CONSTRUCTION.GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSCITY OF HUGO GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.SEE SWPPP ON SHEETS SW1.0-SW1.5EROSION CONTROL NOTES:01" = 40'-0"40'-0"20'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTS