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FNDIP-17765FNDIP-41578913.37FNDIP-41578908.89FNDIP-17765911.42FNDIP-41578910.00FNDIP-41578910.52FNDIP-4157891 2 . 6 4 FN D I P - 4 1 5 7 8 911.00FNDIP-41578911.63FNDIP-41578912.38FNDIP-41578912.50FNDIP-41578913.27FNDIP-41578906.04FNDIP-17765907.1908.5908.3908.0907.9907.6907.6908.0906.6906.4906.8906.8907.1907.3907.5914.2 914.8 914.5 914.0 913.9 914.7 915.9 916.3 916.0915.7916.7916.2909.9909.3909.8910.2910.4910.6910.2909.9909.8909.6908.5909.3909.7909.7909.9909.8911.1912.6913.1913.4907.1915.8912.1916.1907.58CMP-72-TOP 905.58CMP-72-TOP914.75TC 914.86TC 914.57TC 914.20TC914.49TC 913.90TC913.74TC 914.01TC913.80TC 914.83TC915.09TC 916.1 916.12TC915.81TC916.11TC915.79TC 916.2915.3914.88TC915.13TC914.07TC 913.84TC914.2914.4914.08TC913.75TC914.4914.8914.29TC 914.52TC 914.6914.92TC914.60TC915.0914.53TC 914.80TC 910.5910.2910.3909.6908.3908.3908.7909.3910.0908.9908.5910.3911.1910.9910.5909.4910.8909.9909.9909.4910.6910.8911.1910.7910.4911.1909.8910.2909.4909.3910.2910.7910.0910.7910.4909.4910.0909.5909.9910.4911.6909.8910.0910.4910.9910.8910.8909.3909.9909.5910.1913.0912.3912.6911.8910.4913.3912.8909.8908.7910.1910.6910.0911.4911.7910.7908.3907.4907.6907.5908.1908.6908.3908.9908.6908.8909.2909.5909.4909.3908.8908.8907.6908.6N19°14'56"E60.00N 5 2 ° 1 2 ' 0 2 " E 4 1 1 . 2 8 61.92914.25MHSTORM 913.52CBBC 913.67CBBC913.47CBBC913.78CBBC913.91MHSTORM 915.14MHSAN914.77MHSAN914.8915.0 915.8916.0 916.0 915.20MHSAN914.7 908 910910910910912914914914914 9109089 0 8 9 1 2 910910910908912910906908 9 1 6 9 1 4 91 2 9 1 2 91 0 914Civil 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 14:09:17COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC3.2NORTH GRADING PLAN. .. .. .. .. .. .1.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.2.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION(INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION,EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OFTHE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THEOWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILSENGINEER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCEWITH THE 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 AND1% 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 SUBMITTEDFOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKESTHROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES.THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OFFINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIORTO TOPSOIL AND 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 BYTHE CONTRACTOR, 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 TURFIS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREASWHERE TURF 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 TRANSITIONAREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES,WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARESHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVEBEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTIONOPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOMERUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECTGRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BERESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THEREQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIREDON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALLPROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THETEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BECOMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEERSHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA AREUNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED INACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLLSHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTIONSYSTEMS.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BYMORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBEDELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATIONSHALL NOT 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 0.30FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTEDOTHERWISE BY THE 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,IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERETURF IS TO 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 STAIRS01" = 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