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-------------------- <br />03/04/2022 <br />03/04/2022 <br />CHL <br />DESIGN DEVELOPMENT <br />-------------------- <br />03/04/2022 <br />ISSUE RECORD <br />NOT FOR <br />RYAN A+E, INC. <br />01 <br />-------------------- <br />PRELIMINARY <br />2022 <br />CONSTRUCTION ISSUE #DATEDESCRIPTION <br />WWW.RYANCOMPANIES.COM was prepared by me or under my direct supervisionCHAD H. LOCKWOOD44986© JOB NO.DATE 701235 <br />612-492-4000 tel612-492-3000 fax CONSULTANTS CENTERVILLE, MN I hereby certify that this plan, specification, or reportand that I am a duly Licensed Professional Engineerunder the laws <br /> of the State of Minnesota REGISTRATION NO.DATE SDV SITE PLAN <br />RYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415 PROJECT INFORMATION PROJECT BANJO DRAWN BYCHECKED BY DESIGNDEVELOPMENT <br />C300 <br />PROPERTY BOUNDARYLOT/TRACT LINECURBEASEMENTSTANDARD DUTY BITUMINOUSHEAVY DUTY BITUMINOUSCONCRETE SIDEWALKHEAVY DUTY CONCRETEGRAVELCHAIN LINK FENCEWOOD FENCENORMAL WATER LEVELHIGH WATER <br /> LEVELWETLAND / BUFFERBLOCK RETAINING WALLTREE LINESTREET LIGHTPOWER POLESIGNBOLLARDPROPERTY CORNERWELLBUILDING SETBACK LINEPARKING SETBACK LINEFLAG POLETRUNCATED DOMECURB STOPBENCHMARK <br /> <br />ADA SIGN W/BOLLARDR7-8m, R7-8bP <br />STOP SIGNR1-1, 30" x 30" <br />EXISTINGPROPOSED <br />VARIATIONS FROM THE PLANS. <br />UTILITIES AND TOPOGRAPHIC FEATURES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ORNOTED.PER THE CIVIL DETAILS AND STATE/LOCAL JURISDICTION REQUIREMENTS.BEHIND <br /> CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. <br />WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL. <br />CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).MARKING PAINT, 4" IN WIDTH.FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES <br /> TO CURB.AB <br />SIGN LEGEND <br />2.CONTRACTOR SHALL PAINT ALL STALLS, ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE PAVEMENT3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, <br /> IN WHITE PAINT.4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED.5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO <br /> BE PLACED IN STEEL CASING, FILLED6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4'7.ALL SIGNS TO BE PLACED <br /> 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. <br />SITE NOTES 2.ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, FACE OF BUILDING, EDGE OF PAVEMENT, OR TO PROPERTY LINE, UNLESS OTHERWISE3.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL <br /> BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN4.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS.5.TYPICAL <br /> FULL SIZED PARKING STALL IS 9.0' X 18.0' UNLESS OTHERWISE NOTED.6.ALL RADII ARE TO GUTTER LINE OR PAVEMENT EDGE UNLESS OTHERWISE NOTED.7.ALL CONCRETE CURB AND GUTTER RADII SHALL BE <br /> 5.0' UNLESS OTHERWISE NOTED.8.ALL CURB TERMINI TO HAVE A 3.0' TAPER UNLESS OTHERWISE NOTED.9.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING <br /> STRUCTURES AND SIGNAGE AND STRIPING NOTES 1.ALL TEMPORARY AND PERMANENT SITE SIGNAGE, STRIPING, AND TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THE <br />1.CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING CONDITIONS. THIS WOULD INCLUDE ALL EXISTING10.SEE ELECTRICAL PLANS FOR SITE LIGHTING DESIGN LEGEND: <br />E <br />DETAIL <br />SEE EASEM <br />001TPGAMDNF <br />906.34 <br />W <br />" <br />82 <br />5 <br />7 <br />.' <br />33 <br />41 <br />° <br />6 <br />6 <br />N <br />80160 <br />N <br />W <br />" <br />2 <br />30 <br />' <br />7 <br />9. <br />16 <br />°3 <br />4 <br />1 <br />6 <br />N <br />SCALEINFEET <br />0 <br />380' <br />NAV <br />NAV <br />TOP OF SLOPE <br />SEE SHEET 302SEE SHEET 304 <br />APPROXIMATE 100' <br />BUILDING SETBACK <br />FROM ORDINARY HWL <br />TOP OF SLOPE <br />228' <br />486' <br />APPROXIMATE 50' <br />FROM ORDINARY HWL <br />LANDSCAPING SETBACK <br />620' <br />141,360 GSF <br />PROPOSED BUILDING <br />STORMWATER MANAGEMENT <br />581' <br />P ARKIN <br />NOG <br />TOP OF SLOPE <br />N <br />O <br /> <br />P <br />A <br />R <br />K <br />NI <br />G <br />G <br />N <br />I <br />K <br />R <br />A <br />P <br /> <br />O <br />N <br />308' <br />TOP OF SLOPE <br />263' <br />SEE SHEET 301 <br />SEE SHEET 303 <br />STORMWATER MANAGEMENT <br />MANAGEMENT <br />STORMWATER <br />7 <br />2T <br />PN <br />OM <br />WR <br />DN <br />F <br />44.TOP OF SLOPE <br />20 <br />9 <br />TOP OFSLOPE <br />TOP OF SLOPE <br />33TP084 <br />51PIDNF <br />897.07FNDIP.5PT26 <br />3TPMICDNF24.1 <br />09 <br />31.009 <br />TOP OF SLOPE <br />52TP08451PIDNF <br />43.998 <br />TOP OF SLOPE <br /> <br />