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GROVELAND ROADMOUNDS VIEW BOULEVARDTWO-WAY PARKINGLOT ENTRANCE / EXITPROPOSED 10'WIDE BIT. PATH20' SIDE YARD BUILDING SETBACK50' BACK YARD BUILDING SETBACK30' SIDE YARD BUILDING SETBACK5' FRONT YARD BUILDING SETBACK20' SIDE YARD BUILDING SETBACKTWO-WAY UNDERGROUNDLOT ENTRANCE / EXITPUBLIC UTILITY EASEMENT18.0'30.0'18.0'18.0'30.0'18.0'24.0' <br />3 <br />6 <br />. <br />0 <br />' <br />2 <br />4 <br />. <br />0 <br />'9.0'9.0'R22.0'R3.0'R3.0'R18.0' <br />R <br />4 <br />2 <br />. <br />0 <br />'R20.0 <br />' <br />R3.0'R18.0 <br />'R8.0'R3.0'R20.0 <br />' <br />R3.0' <br />R3 <br />2 <br />. <br />0 <br />'R134.7'R18.0'R8.0'R42.0'R42.0'R3.0' <br />R <br />6 <br />9 <br />. <br />0 <br />'R76.0'R <br />2 <br />0 <br />. <br />0 <br />'R20.0'R10.0'R80.0'R74.0'R42.0 <br />' <br />R <br />4 <br />5 <br />. <br />0 <br />'R100.0'6.7'21.3'6.7'21.3'10.0'8.0' <br />24.0'BIT. PVMT.,TYPBIT. PVMT.,TYPBIT. PVMT.,TYPBIT. PVMT.,TYPCONCRETESIDEWALK PER CITYSTANDARDS, TYP.CONCRETE DRIVEWAYAPRON PER CITYSTANDARDS, TYP.INFILTRATIONBASIN 1PACCESSIBLE PARKINGSPACE, INCL.SIGNAGE, STRIPINGAND RAMPSRETAININGWALL, TYP.PVMT. STRIPINGTYP.PVMT. STRIPINGTYP.PVMT. STRIPINGTYP.CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSMATCH EXISTING,TYP.MATCH EXISTINGB618 C & G, TYP.B612 C&G, TYP.B612 C&G, TYP.B612 C&G, TYP.B612 C&G, TYP.B612 C&G, TYP.RETAININGWALL, TYP.CONCRETESIDEWALK PER CITYSTANDARDS, TYP.231119151CONCRETESIDEWALK PER CITYSTANDARDS, TYP.MATCH EXISTINGB618 C & G, TYP.CONCRETESIDEWALK PER CITYSTANDARDS, TYP.DRAINAGE AND UTILITY ESMT.EXISTING RAINGARDEN TOREMAIN, PROTECTFROM DAMAGEFOR CONNECTION OF NEW CURB TO EXISTINGCURB, DRILL AND GROUT TWO NO. 4 EPOXYCOATED DEFORMED REINFORCEMENT BARSINTO EXISTING CURB AND EMBED AT LEAST SIXINCHES. NEW CURB MUST BE CONSTRUCTEDWITHIN 24 HOURS OF REMOVAL OF OLD CURBUNLESS PRE-APPROVED BY CITY ENGINEER.PROTECT EXPOSED BITUMINOUS STREET EDGEAND TAKE CARE NOT TO UNDERMINE ORDISTURB UNDERLYING AGGREGATE BASE.6' TALL CEDARFENCING, TYP.6' TALL CEDARFENCING, TYP.1.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO,LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR ISRESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUETO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BYTHE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.3.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENTMATERIALS.4.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THEOWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.5.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THEFIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.6.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TOBUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.7.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPEARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING,FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNERRESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.8.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEEDETAIL.9.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OFCROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA ORLOCAL GOVERNING BODIES.10.CURB AND GUTTER TYPE SHALL BE B618 WITHIN THE ROW AND B612 ON PUBLIC PROPERTY, UNLESS OTHERWISE NOTED ON THE DRAWINGS-TAPERBETWEEN CURB TYPES-SEE DETAIL.11.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.12.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.13.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.14.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.15.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.16.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.17.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPEDOCUMENTS.SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROWSCITY OF MOUNDS VIEW SITE SPECIFIC NOTES:SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY4931 W. 35TH ST. SUITE 200ST. LOUIS PARK, MN 55416CivilSiteGroup.comMatt Pavek Pat Sarver763-213-3944 952-250-2003COPYRIGHT 2013 CIVIL SITE GROUP INC.cISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION6/13/17CITY SUBMITTAL07/13/17CITY RESUBMITTAL......................BOULEVARD <br />2865-2901 MOUNDS VIEW BLVD / 7980 GROVELAND RD <br />7645 LYNDALE AVE SOUTH <br />MINNEAPOLIS, MN 55423 <br />MWF PROPERTIES <br />PROJECT <br />44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.07/13/1701" = 30'-0"30'-0"15'-0"NREVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN............SITE AREA TABLE:1.CONTRACTOR TO PROVIDE A MINIMUM 24 HOUR NOTICE TO PUBLIC WORKS FOR ALL WORK RELATED TO OR AFFECTING MUNICIPALINFRASTRUCTURE (763-717-4050).2.USE OF MUNICIPAL WATER SUPPLY DURING CONSTRUCTION WILL BE ALLOWED FROM A HYDRANT DESIGNATED BY PUBLIC WORKS NEAR THECONSTRUCTION SITE. THE CONTRACTOR SHALL OBTAIN A HYDRANT METER FROM PUBLIC WORKS TO RECORD WATER USAGE AND PAY THEASSOCIATED DEPOSITS AND FEES FOR THE USE OF THE HYDRANT, METER AND WATER CONSUMPTION.3.CONTRACTOR SHALL COORDINATE HAUL TRUCK ROUTES WITH PUBLIC WORKS PRIOR TO CONSTRUCTION (763-717-4050).4.STREET CLOSURES/DETOURS SHALL BE APPROVED BY PUBLIC WORKS A MINIMUM OF 24 HOURS PRIOR TO BEING PLACED (763-717-4050).GOPHER STATE ONE CALLWWW.GOPHERSTATEONECALL.ORG(800) 252-1166 TOLL FREE(651) 454-0002 LOCALCONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK)PROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENTHEAVY DUTY BITUMINOUS PAVEMENTCONSTRUCTION LIMITSTOUSEABLE OPEN SPACE CALCULATIONS: