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FENWAY BLVD NORTHFENWAY BLVD NORTHx <br />88888888x <br />x <br />x <br />x <br />x <br />x <br />x <br />x <br />x <br />x <br />x <br />932.5 <br />929.5 <br />928.5 <br />21.0 <br />21.0 <br />21.0 <br />21.0 <br />21.0 <br />21.0 <br />21.0 <br />21.0 <br />21.0 <br />POND 1 <br />NWL=924.0 <br />HWL=926.9 <br />BTM=918.0 <br />POND 2 <br />NWL=919.0 <br />HWL=920.6 <br />BTM=914.0 <br />930 930932932 932932932 <br />930 <br />930 <br />931.6 <br />931.5 <br />931.5931.6 <br />931.0 <br />930.7 <br />929.0 <br />931.0 <br />930.5 <br />930.3 <br />931.0 <br />929.0 <br />930.0 <br />930.0 <br />930.0 <br />931.6931.7932.5 <br />932.4931.9932.5 <br />931.8 <br />931.5931.8 <br />930.2 <br />929.5 <br />931.0 931.5 931.1 <br />931.1 <br />931.3 <br />932.1 <br />930.0 <br />929.5929.0 <br />932.7 <br />932.7 <br />932.1 <br />932.5 <br />932.5 <br />932.0 <br />932.2 <br />931.0 <br />931.5 <br />930.3 <br />931.0 <br />931.5 <br />930.6 <br />930.2 <br />931.1 <br />931.5 <br />930.5 <br />931.0 <br />930.3 <br />SB24 <br />931.2388888888x920.6 <br />x 932.0 <br />931.0 <br />x 929.5x929.5 <br />x 931.0 <br />x 931.5 x 931.5 x931.5 <br />x 930.7 <br />x 931.5 x 931.5 x931.5 <br />x 931.0x930.6 <br />x 931.0 <br />x 927.0 <br />x <br />FFE=933.0 <br />932.9 <br />920924 928926926928919 919926 <br />93 <br />2936934918914924922919916914916919922918926928926928 9289269 <br />3 <br />0 <br />932 <br />933 9339 <br />3 <br />2929928928 932932926 <br />928 930 <br />930930 <br />930 <br />930 9309309309309 <br />3 <br />0930 <br />930928 <br />928926924 <br />920919 <br />920914916918919920922924920919920924.4924.4924.49249249249239239239229229229209209209189189180.5%932.7932.5 <br />932.0 <br />932.3932.1931.89 <br />3 <br />2 <br />. <br />0 <br />931.7 <br />x 929.5 <br />930 <br />x 931.5 <br />x 932.0 x 932.0 x <br />932.0 <br />0.5%931.28888888918C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e <br />instruments of the Consultant professional services for use solely <br />with respect to this project. These CADD files shall not be used <br />on other projects, for additions to this project, or for completion <br />of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he <br />C onsultant . With t he Cons ultant's appr oval, ot hers may be <br />per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or <br />information and reference only. All intentional or unintentional <br />revisions, additions, or deletions to these CADD files shall be <br />made at the full risk of that party making such revisions, additions <br />or deletions and that party shall hold harmless and indemnify the <br />Consultant from any & all responsibilities, claims, and liabilities. <br />PLANNING <br />CIVIL ENGINEERING <br />LAND SURVEYING <br />LANDSCAPE ARCHITECTURE <br />ENVIRONMENTAL <br />7200 Hemlock Lane, Suite 300 <br />Maple Grove, MN 55369 <br />763.424.5505 <br />www.loucksinc.com <br />Plotted: 08 /04 / 2022 5:39 PMW:\2022\22012\CADD DATA\CIVIL\_dwg Sheet Files\C3-1 - GRADING PLANOUCKSL <br />CADD QUALIFICATION <br />QUALITY CONTROL <br />PROFESSIONAL SIGNATURE <br />SUBMITTAL/REVISIONS <br />XCEL HUGO - <br />TRAINING <br />FACILITY <br />13620 Fenway Blvd N, Hugo, MN <br />55038 <br />XCEL ENERGY <br />414 NICOLLET MALL, <br />MINNEAPOLIS, MN 55401 <br />Review Date <br />SHEET INDEX <br />License No. <br />Date <br />I hereby certify that this plan, specification or report was <br />prepared by me or under my direct supervision and that <br />I am a duly Licensed Professional Engineer under the <br />laws of the State of Minnesota. <br />Todd W. McLouth - PE <br />20383 <br />Project Lead <br />Drawn By <br />Checked By <br />Loucks Project No.22012 <br />JJD <br />HW <br />TWM <br />08/05/22 <br />08/05/22 PRELIM CITY SUBMITTAL <br />C3-1 <br />C8-1 to C8-3 <br />C1-1 EXISTING CONDITIONS <br />C4-1 <br />C2-1 <br />L2-1 <br />L3-1 <br />GRADING PLAN <br />CIVIL DETAILS <br />UTILITY PLAN <br />SITE PLAN <br />LANDSCAPE DETAILS <br />LANDSCAPE PLANS <br />C1-2 DEMOLITION PLAN <br />C3-2 SWPPP PLAN <br />C3-3 SWPPP NOTES <br />L1-1 TREE INVENTORY <br />N <br />SCALE IN FEET <br />0 50 100 <br />PARKING STALL COUNT <br />ACCESSIBLE PARKING STALL <br />2 <br />LEGEND <br />CATCH BASIN <br />STORM SEWER <br />SANITARY SEWER <br />WATERMAIN <br />STORM MANHOLE <br />SANITARY MANHOLE <br />HYDRANT <br />GATE VALVE <br />SPOT ELEVATION <br />SIGN <br />LIGHT POLE <br />POWER POLE <br />WATER MANHOLE / WELL <br />CONTOUR <br />CONCRETE CURB <br />UNDERGROUND ELECTRIC <br />CONCRETE <br />TELEPHONE PEDESTAL <br />UNDERGROUND TELEPHONE <br />UNDERGROUND GAS <br />OVERHEAD UTILITY <br />CHAIN LINK FENCE <br />BUILDING <br />RETAINING WALL <br />NO PARKING <br />UNDERGROUND FIBER OPTIC <br />SANITARY SEWER SERVICE <br />WATER SERVICE <br />ELECTRIC METER <br />GAS METER <br />TREE LINE <br />EXISTING PROPOSED <br />972 <br />DRAINTILE <br />FORCEMAIN 373PARKING SETBACK LINE <br />BUILDING SETBACK LINE <br />2 <br />FENCE <br />FLARED END SECTION <br />POST INDICATOR VALVE <br />BENCHMARK <br />SOIL BORING <br />3DIRECTION OF FLOW 1.0% <br />972.5 <br />TOLL FREE: 1-800-252-1166 <br />TWIN CITY AREA: 651-454-0002 <br />Gopher State One Call <br />CALL BEFORE YOU DIG! <br />SEE STORMWATER POLLUTION PREVENTION PLAN FOR SOIL STABILIZATION INFORMATION. <br />EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND THE ENTIRE <br />SITE PERIMETER AND IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT <br />PRACTICES, CITY REQUIREMENTS AND THE DETAILS SHOWN ON THE CIVIL DETAILS SHEETS OF THESE <br />PLANS. <br />ALL CURB SPOT ELEVATIONS ARE TO GUTTER LINE-UNLESS NOTED OTHERWISE. <br />1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, <br />OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. <br />2.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS <br />IN GUTTERS SHALL BE SUMPED 0.10 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT <br />SUMPED ELEVATIONS. <br />3.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF PREMIUM TOP SOIL <br />AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR <br />UNTIL VEGETATION IS ESTABLISHED. VERIFY WITH LANDSCAPE PLAN. <br />4.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF <br />WALL), "GW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED <br />WALL COURSES). <br />5.REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO.16.61753.100), <br />DATED 12/08/16 AS PREPARED BY NORTHERN TECHNOLOGIES INC. FOR AN EXISTING SUBSURFACE <br />SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. <br />6.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND <br />BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS, OR AS DIRECTED BY CITY. A REGULAR <br />SWEEPING SCHEDULE MUST BE ESTABLISHED. <br />7.DUST MUST BE ADEQUATELY CONTROLLED. <br />8.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. <br />9.SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. <br />10.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. <br />11.A STREET SWEEPER MUST BE AVAILABLE WITHIN 3 HOURS UPON NOTICE FROM THE CITY THAT THE <br />STREETS NEED TO BE SWEPT. <br />12.THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND <br />APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES <br />PERMIT FROM THE MPCA. <br />13.INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING <br />ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY <br />BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS <br />THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. <br />14.THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE MPCA NPDES PERMIT. THE AREA <br />TO BE DISTURBED SHALL BE MINIMIZED AND TURF SHALL BE ESTABLISHED WITHIN THE TIME <br />REQUIRED. <br />15.GRADES SHOWN ARE FINISHED GRADES. <br />16.FINAL GRADING TOLERANCES ARE +/-0.1 FEET TO FINISH GRADES. <br />17.UNDER PAVEMENTS COMPACT THE UPPER 3 FEET OF SUBGRADE TO 100% STANDARD PROCTOR <br />DENSITY AT OPTIMUM MOISTURE CONTENT AND 95% STANDARD PROCTOR DENSITY BLOW THE <br />UPPER 3 FEET OF SUBGRADE. OUTSIDE PAVEMENT AREAS COMPACT EMBANKMENTS TO 95% <br />STANDARD PROCTOR DENSITY. <br />18. WORKING HOURS ARE 7:00 AM - 10:00 PM, MONDAY - SATURDAY. A 48 HOUR NOTICED IS <br />REQUIRED FOR SATURDAY WORK. <br />19.THE CONTRACTOR MUST HAVE A CITY LICENSE. <br />20.A CITY RIGHT-OF-WAY PERMIT IS REQUIRED PRIOR TO WORKING WITHIN CITY ROW. <br />21.TURF REINFORCEMENT MAT (TRM) SHALL BE LANDLOK 450, AS MANUFACTURED BY PROPEX <br />GEOSOLUTIONS, OR APPROVED EQUAL. THE CONTRACTOR SHALL FOLLOW ALL OF THE <br />MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. <br />22.STRUCTURAL RETAINING WALL, FENCING AND HANDRAIL DESIGN BY OTHERS. REFER TO <br />ARCHITECTURAL PLANS. <br />GRADING & DRAINAGE NOTES GRADING, DRAINAGE & EROSION CONTROL SPECIFICATIONSWARNING: <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL <br />EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN <br />MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. <br />THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT <br />LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, <br />CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE <br />DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED <br />DURING CONSTRUCTION AT NO COST TO THE OWNER. <br />GRADING <br />PLAN <br />C3-1 <br />NOTE: <br />EXISTING CONDITIONS INFORMATION SHOWN IS <br />BASED ON A SURVEY PREPARED BY CORNERSTONE <br />LAND SURVEYING INC., DATED 06/14/2022.