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BLDG ADDITION <br />FFE=895.75 <br />5,612 SF <br />x895.63 <br />x895.70x895.70 <br />x <br />895.70 <br />x <br />895.75 <br />x 895.75 <br />x <br />895.75 <br />x <br />895.8 <br />x <br />895.50 <br />x 895.00 <br />x <br />895.6 <br />x <br />895.6895896894 <br />BASIN <br />BOT. 893.0 <br />HWL 894.61 <br />x <br />894.40 <br />EOF <br />x896.3 <br />1.0%1.5%4.5%1.0%x895.55 <br />x <br />895.65 <br />x <br />895.50 <br />Ex. <br />Ex.893x <br />896.6 <br />Ex. <br />x896.6 <br />Ex. <br />x895.70 <br />x <br />894.85 <br />x <br />894.75 <br />x895.40 x895.50 <br />x <br />895.30 <br />x 895.40 <br />x895.40 <br />x895.55 <br />x895.80 <br />x895.70 <br />2.0%2.0%x <br />895.65 <br />KEEP HEAVY EQUIPMENT OUT <br />OF BASIN AREA <br />SCARIFY TOP 12" OF MATERIAL. <br />BLEND TOPSOIL INTO TOP 12" AT <br />A RATE OF 30% TOPSOIL, <br />70% NATIVE MATERIAL <br />SILT FENCE AROUND PERIMETER <br />SILT FENCE AROUND BASIN <br />BIOLOGS AS NEEDED <br />4' WIDE ROCK WEIR <br />(SEE DETAIL) <br />ROCK CONSTRUCTION <br />ENTRANCE <br />PROTECT WELL DURING CONSTRUCTION <br />UNDERGROUND TELE <br />OVERHEAD UTILITY <br />UNDERGROUND GAS <br />GATEVALVE <br />EASEMENT LINE <br />SETBACK LINE <br />RETAINING WALL <br />CURB & GUTTER <br />TREELINE <br />FENCE LINE <br />SILT FENCE <br />SPOT ELEVATION <br />STORM SEWER <br />SANITARY SEWER <br />WATERMAIN <br />DRAINTILE <br />FORCEMAIN <br />CONTOURS <br />WATER SERVICE <br />SANITARY SERVICE <br />ELECTRIC MANHOLE <br />UTILITY MANHOLE <br />TELEPHONE MANHOLE <br />DIRECTION OF FLOW <br />HANDICAP PARKING <br />POWER POLE <br />BENCHMARK <br />POST INDICATOR VALVE <br />LIGHT POLE <br />SOIL BORINGS <br />WATER MANHOLE <br />SIGN <br />EXISTING <br />STORM MANHOLE <br />CATCH BASIN <br />SANITARY MANHOLE <br />CIVIL LEGEND <br />HYDRANT <br />CULVERT <br />PROPOSED <br /> <br />EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN <br />THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE <br />STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE <br />WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED <br />THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 <br />MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. <br />OWNER. <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL <br />WARNING: <br />AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND <br />NORTH <br />A <br />B <br />C <br />D <br />E <br />F <br />G <br />H <br />1 2 3 4 5 6 7 <br />H <br />G <br />F <br />E <br />D <br />7654321 Copyright BWBRDateItem <br />Sheet No. <br />Sheet Title <br />Comm. No.Drawn <br />VMA <br />This Sheet may be a <br />Reduced Copy. <br />The bar above is 1" long on a Full Size Sheet. <br />Drawing Scales apply to Full Size Sheets. <br />This document may be an electronic file or may <br />be printed from an electronic file provided to <br />the user. It is the sole responsibility of the user <br />to ensure that the content and quality is <br />consistent with the content and quality of the <br />paper documents on file at BWBR. <br />C <br />B <br />A <br />Issued For <br />Consultants <br />651.222.3701 <br />Saint Paul, MN 55102 <br />380 St. Peter Street, Ste. 600 <br />bwbr.com <br />EAGLE BROOK <br />CAMPUS 7 <br />ONLINE <br />LOUCKS <br />7200 Hemlock Lane, Suite 300 <br />Maple Grove, MN 55369 <br />763.424.5505 <br />www.loucksinc.com <br />PLANNING <br />CIVIL ENGINEERING <br />LAND SURVEYING <br />LANDSCAPE ARCHITECTURE <br />ENVIRONMENTAL <br />200.EX EXISTING CONDITIONS <br />210.SD DEMOLITION PLAN <br />220.0CS OVERALL CIVIL SITE PLAN <br />220.1CS CIVIL SITE PLAN <br />230.CG GRADING AND DRAINAGE PLAN <br />250.CD CIVIL DETAILS <br />260.LP LANDSCAPE PLAN <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 I <br />am a duly Licensed Professional Engineer under the laws of <br />the State of Minnesota. <br />Loucks Project No. <br />Valentina M. Anderson - PE <br />43423 <br />CITY SUBMITTAL 07-11-16 <br />Sheet Index <br />NOT F <br />OR <br />CONSTR <br />UCTI <br />O <br />N <br />1519400 <br />CITY RESUBMITTAL 07-15-16 <br />WATERSHED NOT 08-01-16 <br />CITY REISSUE REV 1 09-01-16 <br />GRADING AND <br />DRAINAGE PLAN <br />230.CG <br />SITE PLAN LEGEND <br />SILT FENCE <br />INLET PROTECTION <br />GRADING, DRAINAGE & EROSION CONTROL NOTES <br />1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF <br />BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. <br />2.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH <br />BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT <br />REFLECT SUMPED ELEVATIONS. <br />3.GRADING OF THE INFILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW-IMPACT <br />EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED <br />DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED. <br />4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND <br />SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL <br />VEGETATION IS ESTABLISHED. <br />5.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF <br />WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE <br />GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). <br />6.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND <br />BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST <br />BE ESTABLISHED. <br />7.DUST MUST BE ADEQUATELY CONTROLLED. <br />8.SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. <br />NEW CONCRETE PAVEMENT