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VANDERBIE STREETVANDERBIE STREETSTORMWATER <br />POND <br />STORMWATER <br />POND <br />50' <br />PETROLEUM <br />EASEMENT <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohohohohohohoh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohoh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh ohohohohoh <br />oh <br />XXXXXXXXX <br />MB <br />>>>>>>>>>>>>>>>>>S <br />S S <br />S <br />S <br />S <br />S <br />S <br />S <br />>>>>>>>>>>>>>>>>>>>>>>>>>>D <br />D D <br />D <br />D <br />D <br />D <br />D <br />D <br />D <br />||||||||||||||||||||||||| <br />| <br />| <br />|||||||||||||||||||||||||||| <br />ALLEN AVENUE <br />60 <br />3030TRUNK <br />H <br />I <br />G <br />H <br />W <br />A <br />Y <br /> <br />3 <br />5 <br />E <br />- <br />6 <br />9 <br />4 <br />33 <br />33 <br />33 <br />17 <br />3317 <br />p e t r o <br />p e t r o <br />p e t r o <br />p e t r o p e t r o <br />ELECTRIC <br />TRANSMISSION <br />EASEMENT PER <br />DOC. NO. 639490 <br />PIPELINE (FIELD LOCATED)PIPELINE (PLAN) <br />PIPELINE <br /> <br />( <br />P <br />L <br />A <br />N <br />) <br />PIPELINE (PLAN) <br />FIBER OPTIC <br />SIGN <br />FIBER OPTIC <br />MARKER <br />C <br />C <br />C <br />C <br />C <br />F <br />F <br />F <br />F <br />CCCCRIM: 907.28 <br />INV: 894.98 N <br />INV: 894.98 E <br />INV: 902.88 S <br />RIM: 906.42 <br />INV: 903.42 N <br />RIM: 903.34 <br />INV: 900.44 W <br />RIM: 901.60 <br />INV: 896.50 E (30") <br />INV: 896.50 W (30") <br />RIM: 897.78 <br />INV: 893.38 E (30") <br />INV: 893.38 W (30") <br />INV: 894.58 N (12") <br />INV: 893.38 S (12")908909909 <br />909 <br />907 <br />907 <br />908907909908 <br />9 <br />0 <br />8 <br />9089099089089 <br />0 <br />8 <br />908908908907 <br />909 <br />909908 <br />907901902903 <br />904 <br />905 <br />906 <br />907 <br />905 <br />9069 <br />0 <br />9 <br />909 <br />910 <br />909909899902908909910912 909909 <br />908909908908908909 <br />PIPELINE <br />EASEMENT PER <br />DOC. NO. 426628 <br />6" DIP (PLAN)16" DIP (PLAN)8" DIP (P <br />L <br />A <br />N <br />) <br />8" DIP <br />8" DIP <br />16" DIP <br />8" WM <br />8" WM <br />6" WMVANDERBIESTREET36" STORMSTORM15" RCP <br />15" RCP36" <br /> RCP <br />8" DIP <br />COUNTY <br /> <br />R <br />O <br />A <br />D <br /> <br />D <br /> <br />E <br />A <br />S <br />T <br />DESOTOSTREET6" DIP16" DIP12" RCP12" RCP12" RCP <br />8" VCP8" VCP8" VCP <br />8"PVC12" RCPSTORM <br />PATRINAWAYSTORMXMB <br />MB <br />MBMB <br />MB <br />>>>S S <br />S <br />D DD <br />60 <br />3030CF <br />RIM: 904.26 <br />INV: 899.56 E (30") <br />INV: 899.46 W (30") <br />RIM: 904.91 <br />INV: 899.41 E (30") <br />INV: 899.41 W (30") <br />INV: 899.51 N (18")90890990890790 <br />6 <br />9 <br />0 <br />5 9089099 <br />0 <br />9 <br />9099076" WM <br />6" WM>>RIM: 907.55 <br />INV: 893.55 S <br />8" VCP12" RCP15" RCPRIM: 897.81 <br />INV: 897.41 N (12") <br />INV: 894.41 S (12") <br />INV: 906.10 <br />INV: 906.4812" CMP12" CMP12" CMPINV: 907.58 <br />INV: 907.24 <br />18" CMPINV: 907.48 <br />INV: 907.14 <br />ALLEN AVENUE RIM: 905.14 <br />INV: 887.54 E <br />INV: 887.54 W <br />INV: 887.64 S <br />INV: 894.64 S <br />INV: 887.74 N <br />INV: 892.64 N <br />910 <br />905 <br />904 903 902 <br />906 905904 <br />9 <br />0 <br />3 <br />>>>>>>>>>>>>>>>>>>>>>> <br />901902903 904 <br />905 <br />906 <br />9 <br />0 <br />7 <br />9 <br />0 <br />7 <br />909908909908908908907908907909909908907906909907906906910911909 <br />908908909910 <br />909 <br />909 <br />906 <br />SFSFSFSF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF <br />SFSF SF <br />K:\019789-000\Cad\Plan\019789-000-C-GRAD-PLAN.dwg 4/26/2022 11:47:23 AMC-106 <br />AS SHOWN LCW <br />JMSDJK <br />N <br />SCALE IN FEET <br />0 <br />H: <br />100 200 <br />SCALE: <br />PLAN BY: <br />DESIGN BY: <br />CHECK BY: <br />SHEET <br />WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONVANDERBIE COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 James M Soltis04-08-2022XXXXXGRADING, <br />DRAINAGE, & <br />EROSION <br />CONTROL PLAN <br />GRADING NOTES <br />1.RELOCATE BENCHMARKS AS NECESSARY WITH NEW BENCHMARK LOCATIONS WITHIN A TOLERANCE OF 0.010 VERTICAL FEET. <br />2.BUILDING FLOOR ELEVATION (FFE) AS INDICATED ON THE DRAWINGS CORRESPONDS TO ELEVATION 100'-0" ON ALL OTHER DISCIPLINE SHEETS (ARCHITECTURAL, STRUCTURAL, <br />ETC). <br />3.THE PROPOSED GRADES SHOWN ON THE GRADING PLAN ARE FINISHED GRADES. SPOT ELEVATIONS ALONG CURB LINES REPRESENT THE FLOWLINE UNLESS OTHERWISE <br />NOTED. <br />5.SPOT ELEVATIONS SHOWN AT CATCH BASINS ON THIS PLAN DO NOT REFLECT 2" CASTING SUMP. <br />6.GRADING ACTIVITY WHICH BLOCKS TRAFFIC OF ANY STREET, ALLEY, OR DRIVE IS SUBJECT TO APPROVAL BY THE CITY. <br />7.CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER AND OWNER IF CONTAMINANTS ARE FOUND IN THE EXISTING SOILS. <br />8.SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0% AND LONGITUDINAL SLOPES SHALL NOT EXCEED 5.0%. <br />9.IN AREAS WHERE NEW FILL IS TO BE PLACED ON SLOPING GROUND, BENCHING THE SURFACE SHALL BE COMPLETED PRIOR TO PLACING THE FILL. BENCHING SHALL BE <br />COMPLETED WHERE SLOPES ARE STEEPER THAN 4:1 (HORIZONTAL:VERTICAL). <br />10.PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREA. DO NOT ALLOW WATER TO POND IN EXCAVATION AREAS, AND MAINTAIN ALL EXISTING <br />DRAINAGE PATTERNS. <br />11.UNLESS OTHERWISE NOTED, FINISH GRADE SHALL BE SIX INCHES BELOW FINISHED FLOOR IN NON-PAVED AREAS. <br />12.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL OSHA REGULATIONS IN THE EXECUTION OF WORK UNDER THIS CONTRACT. <br />13.THE CONTRACTOR SHALL APPLY FOR A CITY GRADING PERMIT BEFORE STARTING WORK. THE INSPECTOR AND THE CITY PUBLIC WORKS DEPARTMENT SHALL BE NOTIFIED BY <br />THE CONTRACTOR 48 HOURS BEFORE START OF CONSTRUCTION. NO WORK MAY BEGIN UNTIL THE PERMIT HAS BEEN RECEIVED AND THE CONTRACTOR MUST COMPLY WITH <br />THE TERMS OF THE PERMIT. <br />14.ALL NON-PAVED AREAS SHALL RECEIVE A FOUR-INCH (4") LAYER OF TOPSOIL. <br />15.THE CONTRACTOR SHALL ADJUST TO GRADE ALL MANHOLE STRUCTURES AND APPURTENANCES THAT FALL WITHIN THE LIMITS OF THIS CONTRACT. THE CONTRACTOR SHALL <br />KEEP ALL SAID EXISTING UTILITIES AND THEIR APPURTENANCES FREE OF DEBRIS AND OPERABLE AT ALL TIMES DURING CONSTRUCTION. ALL PROPOSED STORM SEWER <br />WITHIN THE SITE IS PRIVATE UNLESS OTHERWISE NOTED. <br />16.ALL GRADES WITHIN THE LANDSCAPED AREA SHALL NOT EXCEED 4 HORIZONTAL TO 1 VERTICAL AND HAVE A MINIMUM GRADE OF 2%, UNLESS OTHERWISE NOTED. GRADED <br />SWALES MUST HAVE A MINIMUM BOTTOM SLOPE OF 2.0%. <br />17.ALL PAVEMENT GRADES SHALL BE AS FOLLOWS IN THE DIRECTION OF FLOW: <br />ASPHALT PAVEMENT - 1.5% MINIMUM, 5% MAXIMUM <br />CONCRETE PAVEMENT - 1% MINIMUM, 5% MAXIMUM <br /> CONCRETE CURB AND GUTTER - 0.50% MINIMUM <br />EROSION CONTROL NOTES <br />1.A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS INCLUDED WITH THIS PROJECT. FAILURE TO IMPLEMENT <br />THE CONTROLS AND PRACTICES OUTLINED WOULD RESULT IN VIOLATION OF THE ENVIRONMENTAL PROTECTION ACT <br />AND CLEAN WATER ACT AND IS GROUNDS FOR PENALTIES. <br />2.ESTABLISH SEDIMENT CONTROL MEASURES AT THE BEGINNING OF CONSTRUCTION AND MAINTAIN DURING THE <br />ENTIRE LENGTH OF CONSTRUCTION. AREAS WHICH ARE SUBJECT TO SEVERE EROSION AND OFF-SITE AREAS WHICH <br />ARE ESPECIALLY VULNERABLE TO DAMAGE FROM EROSION AND/OR SEDIMENTATION ARE TO BE IDENTIFIED AND <br />RECEIVE ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS DIRECTED BY THE OWNER'S CONSTRUCTION <br />REPRESENTATIVE. SILT FENCE SHALL BE INSTALLED PRIOR TO ANY REMOVALS. <br />3.LOCATIONS OF STABILIZED CONSTRUCTION ENTRANCES INDICATED ON PLANS ARE APPROXIMATE. CONTRACTOR <br />SHALL ADJUST LOCATION AND SIZE OF ENTRANCES TO ACCOMMODATE CONSTRUCTION VEHICLES AND ACTIVITIES. <br />4.COORDINATE ALL LAND DISTURBING ACTIVITIES AND CONDUCT SO AS TO MINIMIZE THE SIZE OF THE AREA TO BE <br />EXPOSED AT ANY ONE TIME AND MINIMIZE THE TIME OF EXPOSURE. MASS CLEARING AND GRADING OF THE ENTIRE <br />SITE SHOULD BE AVOIDED. COORDINATE ALL LAND DISTURBING ACTIVITIES SO AS TO MINIMIZE OFF-SITE <br />SEDIMENTATION DAMAGE. RESTABILIZE DISTURBED AREAS AS SOON AS POSSIBLE AFTER CONSTRUCTION IS <br />COMPLETED. <br />5.PERIODICALLY CLEAN OUT AND DISPOSE OF ALL SEDIMENT ONCE THE STORAGE CAPACITY OF THE DRAINAGE <br />FEATURE OR STRUCTURE RECEIVING THE SEDIMENT IS REDUCED BY ONE-HALF. CLEAN OUT AND DISPOSE OF ALL <br />SEDIMENT AT THE COMPLETION OF THE PROJECT. ALL STREETS IN AND ADJACENT TO THE PROJECT SHALL REMAIN <br />CLEAN AND PASSABLE AT ALL TIMES. ANY SEDIMENT OR DEBRIS SHALL BE REMOVED WITHIN 24 HOURS, OR AS <br />OFTEN AS NEEDED TO ENSURE PUBLIC SAFETY. <br />6.INLET PROTECTION WILL BE INSTALLED AT ALL CATCH BASINS WITHIN THE PROJECT AREA. THE CONTRACTOR SHALL <br />PROVIDE APPROPRIATE EROSION CONTROL DEVICES FOR STOCKPILE AREAS, INLETS, AND DITCHES MUST BE <br />STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY <br />SURFACE WATER. STABILIZATION MUST BE COMPLETED WITHIN 24 HOURS OF CONNECTING TO SURFACE WATER. <br />7.REMOVE THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND VERIFY THE CLEANING OUT OF ALL <br />STORM DRAINAGE STRUCTURES, INCLUDING FLUMES, PIPES, AND DITCHES ONCE FINAL STABILIZATION HAS <br />OCCURRED. <br />8.PIPE OUTLETS NEED TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF GOING ONLINE. <br />9.WHEN DEWATERING IS REQUIRED, CONTRACTOR MUST SUBMIT A DEWATERING PLAN TO THE ENGINEER FOR <br />APPROVAL AT LEAST 10 DAYS PRIOR TO THE PROPOSED DEWATERING ACTIVITY. THE PLAN MUST INCLUDE A <br />DEWATERING SYSTEM PRIOR TO DISCHARGING INTO RECEIVING WATER. THE DEWATERING PLAN MUST ENSURE <br />THAT THE DISCHARGE WATER IS FREE OF SEDIMENT AND TURBID WATER. <br />10.ADDITIONAL EROSION AND SEDIMENT CONTROLS MAY BE ADDED DURING ANY PHASE OF CONSTRUCTION AS <br />DIRECTED BY THE ENGINEER. <br />11.THE CONTRACTOR SHALL PROVIDE PERIMETER CONTROL DAY - TO - DAY AT DISTURBED, UNSTABILIZED AREAS <br />WHERE EROSION OR SEDIMENTATION COULD BE A PROBLEM. THE ENGINEER SHALL DIRECT THE CONTRACTOR AS <br />TO WHERE PLACEMENT OF PERIMETER CONTROL WILL BE REQUIRED. <br />12.THE CONTRACTOR MUST COMPLY WITH ALL NOISE AND DUST CONTROL ORDINANCES OF THE CITY. <br />LEGEND <br />APPROX. CONSTRUCTION LIMITS <br />EXISTING CONTOUR (MAJOR)1019 <br />EXISTING CONTOUR (MINOR)1019 <br />EXISTING FENCEXX <br />PROPOSED FENCEXX <br />965.77 <br />965.77 <br />PROPOSED SPOT ELEVATION <br />EXISTING SPOT ELEVATION <br />PROPERTY LINE <br />EXISTING EASEMENT <br />PROPOSED EASEMENT <br />PROPOSED CONTOUR (MAJOR)1019 <br />PROPOSED CONTOUR (MINOR)1019 <br />EXISTING STORM STRUCTURE <br />PROPOSED DRAINAGE STRUCTURE <br />ST <br />EXISTING STORM SEWER PIPE <br />PROPOSED STORM SEWER PIPE>> <br />>> <br />EXISTING SANITARY SEWER MAIN> <br />PROPOSED SANITARY SEWER MAIN> <br />EXISTING SANITARY SEWER SERVICE <br />PROPOSED SANITARY SEWER SERVICE <br />EXISTING SANITARY STRUCTURE <br />PROPOSED SANITARY STRUCTURE <br />S <br />S <br />SF <br />INLET PROTECTION <br />FLOW DIRECTION <br />RIP RAP <br />SILT FENCE <br />STABILIZED CONSTRUCTION ENTRANCE