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WETLAND A63,337 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F15,661 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND 858,590 SFDITCH 7WETLAND 858,590 SFWETLAND 10/1320,749 SFWETLAND D23774 SFWETLAND XBLOCK
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<br />)EOFEOFEOFEOFEOFEOF914.50EOFEOFEOF35'35'35'10'10'EOFEOFWE
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<br />LOW FLOOR=918.50LOW FLOOR=920.00(per lot cert, verify)LOW FLOOR=919.70EOFEO
<br />F
<br />EOF8.5%8.8%8.80%6.30%6.34%4.90%3.90%9.52%8.69%7.98%8.92%9.38%10.00%9.47%9.40%5.23%8.96%9.42%6.80%3.58%4.19%3.11%6.00%4.54%4.12%3.19%2.99%3.68%3.63%3.97%9.59%8.70%6.86%6.05%
<br />7.44%
<br />7.46%
<br />7.23%
<br />4.05%
<br />3.40%
<br />4.95
<br />%
<br />4.4
<br />8
<br />%
<br />4
<br />.
<br />7
<br />9%3.69%3.78%5.22%3.44%2.94%2.98%2.77%3.49%3.85%3.79%4.09%4.47%5.95%7.05%
<br />3.88%
<br />8.91%
<br />7.40%
<br />7.4
<br />1
<br />%7.48%7.56%7.10%2.64%6.00%6.37%6.36%4.75%6.21%8.22%7.71%3.76%4.21%4.61%6.7%6.9%6.7%5.3%4.85%4.68%5.3%7.1%7.1%6.9%8.8%9.9%6.49%10'10'ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILS[13] Electrical Transmission
<br />Easement per Doc. No. 185981
<br />[15] Encroachment onto Sanitary Sewer
<br />Easements per Doc. No. 3170523 and
<br />[17] Sewer Easement per Doc. No. 287225
<br />[14] Public Utility Easement
<br />per Doc. No. 3172032
<br />S89°29'46"W 1319.69S00°50'53"W 1320.44
<br />N89°40'02"E 1320.77N00°47'52"E 1324.35Wire FenceEdge of WaterEdge of WaterEdge of WaterPERIMETER EROSIONCONTROL AT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETER EROSIONCONTROL AT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.PERIMETEREROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONSTRUCTIONENTRANCEINLET PROTECTION ATCATCH BASINS, TYPINLETPROTECTIONAT CATCHBASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPPLACE EROSIONCONTROL BLANKETON ALL SLOPES 3:1 ORSTEEPER, TYP.(MNDOT CATEGORY 3)PLACE EROSIONCONTROL BLANKETON ALL SLOPES 3:1 ORSTEEPER, TYP.(MNDOT CATEGORY 3)Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
<br />ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew 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.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo
<br />Hugo, MN
<br />11460 Robinson Dr. NW, Minneapolis, MN 55433
<br />Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONSW1.1SWPPP - PROPOSEDCONDITIONS............01" = 80'-0"80'-0"40'-0"N1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIREAN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOROBTAINING ANY EROSION CONTROL PERMITS REQUIRED BYTHE CITY.3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES,DESCRIPTIONS, AND PRACTICES.4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION,INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:Know what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.CONTRACTOR TO INSTALL EROSION CONTROL BLANKET ON ALLSLOPES 4:1 AND STEEPER.1. SHOULD DEWATERING BE REQUIRED, A DEWATERING PLAN MUST BE SUBMITTEDAND APPROVED BY THE CITY, PRIOR TO INITIATING ANY DEWATERING ACTIVITIES.2. CONTRACTOR MUST AMEND THE PLANS TO INCLUDE LOCATIONS OF POTENTIALPOLLUTANT GENERATING ACTIVITIES.CITY OF HUGO EROSION CONTROL NOTES:
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