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BUILDING ADDITION #2FFE = 903.90 = ARCH 100'-0"BUILDING ADDITION #1FFE = 907.90 = ARCH 104'-0"907.9907.8907.8908.0907.9ME907.4907.4907.7907.1907.4907.4907.4907.4905.0904.3904.3905.0906.0907.0897.3ME900.2ME896.4ME908.3908.4ME908.3ME907.9MEEOF 885.8886.2886.2886.8PROPOSED FILTRATION AREABOTTOM AREA = 497 SFBOTTOM ELEVATION = 885.00HWL ELEVATION = 886.03EOF ELEVATION = 885.80TREE PROTECTION FENCETREE REMOVALS885WETLANDDELINEATION LINE886887888889890885.1 ME885.4 ME890.5 ME887.5 MELANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescriptionDateNumScale:NorthGRADING PLANDAVID A. REY11/08/194018017226711/08/19CWFDAR1" = 30'C1.31CITY RESUBMITTAL 10/8/19MINNESOTAPROFESSIONAL ENGINEERISD #621: MOUNDS VIEWPUBLIC SCHOOLS4570 VICTORIA STREET NSHOREVIEW, MN 551261770 County Road E2 WArden Hills, Minnesota 55112VALENTINE HILLSELEMENTARYSCHOOL BUILDINGADDITIONS1.) Scribed "X" on south side of concrete light pole base 20 feet +/- south of most southerly building corner of school. Elevation = 906.60 feet2.) Top of nut of fire hydrant on west side of Chatham Avenue near southwest corner of school. Elevation = 911.083.) Top of nut of fire hydrant on south side of Count Road E2, east of west drive entrance to school.Elevation = 888.384.) Top of top nut of fire hydrant on south side of County Road E2, east of east drive entrance to school. Elevation = 881.99BENCHMARKS (FIELD VERIFY BEFORE USING)1.ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES.2.THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTION STAKING /LAYOUT.3.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS, INCLUDING THENPDES PERMIT FROM THE MPCA. SUBMIT A COPY OF ALL PERMITS TO THE CITY.4.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE (CONSTRUCTION ZONES)NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. ALL SIGNAGE LAYOUTS MUST BE DESIGNED BYTHE CONTRACTOR AND APPROVED BY LOCAL AUTHORITIES.5.INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC.6.INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF MATERIALSTO BE HANDLED.7.REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS.8.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.9.REFER TO ARCHITECTURAL PLANS FOR BUILDING AND STOOP DIMENSIONS AND LAYOUT.10.MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.11.ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS.12.CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES (INCLUDINGTURF AND VEGETATION) WHICH ARE TO REMAIN.13.PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS OTHERWISE NOTED.14.SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES AND ROADS INDICATE GUTTER GRADES, UNLESSNOTED OTHERWISE. SPOT ELEVATIONS WITH LABELS OUTSIDE THE BUILDING PERIMETER INDICATEPROPOSED GRADES OUTSIDE THE BUILDING. SPOT ELEVATIONS WITH LABELS INSIDE THE BUILDINGPERIMETER INDICATE PROPOSED FINISH FLOOR ELEVATIONS.15.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL ANDWASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TOCOMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. IMPORT SUITABLE MATERIAL ANDEXPORT UNSUITABLE / EXCESS / WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITHIMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL TO THE CONTRACT.16.IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ON SITE. FOR GENERAL GRADES ADJUSTMENTAREA REFER TO SECTION 31 00 00. THE CONTRACTOR SHALL SUBMIT THE QUANTITY OF MATERIAL ANDAMOUNT OF ANTICIPATED GRADE ADJUSTMENT FOR REVIEW BY THE ENGINEER A MINIMUM OF FOURWEEKDAYS PRIOR TO MAKING ADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BY THEENGINEER. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR WORK ASSOCIATED WITH GRADINGADJUSTMENTS, INCLUDING, BUT NOT LIMITED TO, EARTHWORK OPERATIONS, STORM SEWER PIPING ANDSTRUCTURE ADJUSTMENTS, CONSTRUCTION SURVEYING FOR ADJUSTING FEATURE LOCATIONSACCORDINGLY, SILT FENCE, ETC.17.NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (4:1), UNLESS OTHERWISE NOTED.18.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE PAVED ORRECEIVE AGLIME, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SEEDED OR SODDED. REFER TOLANDSCAPING PLANS, FOR SOD AND SEED LOCATIONS. ALL OTHER AREAS DISTURBED BY CONSTRUCTIONNOT SPECIFICALLY IDENTIFIED TO RECEIVE A CERTAIN SEED MIX SHALL BE SEEDED WITH SEED MIX #2.19.WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FOR A CONSISTENT,UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE ACCEPTABLE. REMOVE TOPSOIL ATJOINT BETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SOD SURFACE TO BE FLUSH WITHEXISTING.20.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLETURF, THE CONTRACTOR SHALL RE-SEED OR RE-SOD ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TOTHE OWNER, TO THE SATISFACTION OF THE ENGINEER.21.LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTINGUTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING CONSTRUCTION.22.CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES.GENERAL NOTESLEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOUREXISTING SPOT ELEVATIONPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWPROPOSED GRADING LIMITSPROPOSED SAND SUBBASE AT FROST FOOTED STOOPSAPPROXIMATE SOIL BORING / TEST PIT LOCATIONPROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINE905905.6XX