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SB-1SB-2SB-5SB-6SB-7SB-3SB-8SB-9SB-10SB-11SB-12SB-4S89°29'46"W 1319.69S00°50'53"W 1320.44
<br />N89°40'02"E 1320.77WETLAND A63,656 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F16,078 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND 858,590 SFDITCH 7WETLAND 858,590 SFWETLAND 10/1320,749 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONWETLAND XLIMITS OFCONSTRUCTIONBLOCK 1
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<br />)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.64BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.54BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.41BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.93BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.46EOFEOFEOFEOFEOFEOF914.50EOFEOFEOFEO
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<br />FLOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=918.00(per lot cert, verify)LOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=920.00(per lot cert, verify)LOW FLOOR=919.70(per lot cert, verify)LOW FLOOR=919.00(per lot cert, verify)EOFE
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<br />EOF10.82%10.84%11.16%7.44%7.38%7.33%6.10%9.46%10.12%7.90%8.40%11.07%10.00%9.32%6.61%3.81%7.35%6.74%4.98%2.91%3.44%2.24%4.44%3.45%3.50%2.79%2.58%3.13%3.03%3.34%9.59%8.70%4.92%4.54%
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<br />%5.32%5.35%5.08%2.64%4.60%4.74%4.91%3.93%4.60%5.90%5.60%3.16%3.43%3.74%2.51%2.93%3.32%3.25%3.60%3.61%5.01%6.41%6.11%5.76%6.96%9.21%4.74Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
<br />ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP
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<br />N44263Matthew 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.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo
<br />Hugo, MN
<br />11460 Robinson Dr. NW, Minneapolis, MN 55433
<br />Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC3.0OVERALLGRADING PLAN. .. .. .. .. .. .01" = 80'-0"80'-0"40'-0"NKnow what'sbelow.before you dig.CallR1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.3.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) INACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.4.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMITREQUIREMENTS OF THE CITY.5.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.6.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.7.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.8.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:19.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALLENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALLALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.11.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORTSUITABLE MATERIAL TO THE SITE.12.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FORRESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALLSUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.13.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTHFINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES.AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BYTRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THANORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.14.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEMAXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILSENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED INACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.15. TOLERANCES15.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHEREMEASUREMENT IS MADE.15.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANYPOINT WHERE MEASUREMENT IS MADE.15.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.15.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.16.MAINTENANCE16.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.16.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURINGTHE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.16.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, ANDCOMPACT TO REQUIRED DENSITY PRIOR TO FURTHER 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.ALL PONDS SHALL BE CLAY LINED.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:EX. 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 POINTSRICE CREEK WATERSHED NOTES:1.ALL ELEVATIONS SHOWN ON THE PLANS ARE IN VGVD29.TO CONVERT TO NAVD88 ADD 0.15'.WETLAND
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