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<br />MET COUNCIL SANITARY SEWER ESMT.WETLANDCONSTRUCTION LIMITSWETLANDWETLANDSURMOUNTABLEC & G, TYP.28'5' CONC.SIDEWALK,TYP.BIT. PVMT.,TYP.WETLANDSURMOUNTABLEC & G, TYP.R15'FUTURE STREETCONSTRUCTION,TYP.FUTURE STREETCONSTRUCTION,TYP.DITCH EASEMENT LINE
<br />EXIST.ROW,TYP.EXIST.ROW,TYP.RETAININGWALL W/FENCE, TYP.REGIONAL POND BASIN 2BOT=900.00NWL=905.00OUTLET=907.00TOP/EOF=908.50100-YR HWL=908.25VOL=(905.00-907.00)=45,000 CFMAX 4:1 SLOPE10' MAINTENANCE BENCHREGIONAL POND BASIN 1BOT=899.00NWL=904.00TOP/EOF=913.00MAX 4:1 SLOPE10' MAINTENANCE BENCH5-APC4-CSCCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
<br />HUGO, MINNESOTA
<br />6008 VIRGINIA AVE, EDINA, MN 55424
<br />HUGO GARDEN APARTMENTS LLC
<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.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:09:00COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC2.2NORTH SITE PLAN. .. .. .. .. .. .1.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTSPRIOR 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. ANYREVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TOLOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TOOWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS.STAKE LAYOUT FOR APPROVAL.2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TOCONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.3.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEOTECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS.4.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONSOF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERSREPRESENTATIVE 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 THE FIELD,PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THEENGINEER/LANDSCAPE ARCHITECT.6.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARETO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDINGFOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.7.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIEDFOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIORTO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCHAS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS,RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHTAND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLEDMATERIALS NOT PREVIOUSLY APPROVED.8.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOMELANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL.9.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ONCENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALKSHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLORUNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNINGBODIES.10.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEEDETAIL.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 BUILDINGUNLESS NOTED OTHERWISE.15.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.16.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEEDETAIL SHEETS FOR PAVEMENT SECTIONS.17.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH ACONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS.SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 40'-0"40'-0"20'-0"NKnow what'sbelow.before you dig.CallRCONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK)SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& CONCRETE DEPTHS, SEE DETAIL.PROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT. SEEGEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DEATIL.HEAVY DUTY BITUMINOUS PAVEMENT. SEEGEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DETAIL.CONSTRUCTION LIMITSTO
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