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VARIES 24' MIN9' TYP.18'TYP.9'24'6'24'24'9' TYP.9' TYP.18'5'9'12'6'5'27'PLOTTED:COMM. NO.DRAWING NO.---- 18065ELEGANT EVENTCENTERϭϯϲϬϱ ϭƐƚ ǀĞŶƵĞ E͘ ηϭϬϬWůLJŵŽƵƚŚ͕ DE ϱϱϰϰϭ ͮĂĞͲŵŶ͘ĐŽŵWϳϲϯ͘ϰϭϮ͘ϰϬϬϬ ͮ&ϳϲϯ͘ϰϭϮ͘ϰϬϵϬŶĚĞƌƐŽŶ ŶŐŝŶĞĞƌŝŶŐ ŽĨ DŝŶŶĞƐŽƚĂ͕ >>DRAWING TITLECHECKED BY:DRAWN:DESIGNED:IJWSLIJWMAY 30, 2024REVISION LOGDESCRIPTION OF REVISIONSNO. DATE3776 CONNELLY AVEARDEN HILLS MN, 55112VANNEY ASSOCIATES, INC.PLANNING COMMISSIONIAN J. WEBER, PE55502PRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.05/30/2024NOT FOR CONSTRUCTION0 20' 40'#LEGENDPROPERTY LIMITSBUILDING SETBACKSPARKING SETBACKEXISTING FENCEPROPOSED MILL & OVERLAY(DESIGN BY OTHERS)LANDSCAPING (SEE SHEET L1 &L2)NO PARKING ZONEHANDICAP STALL DESIGNATIONNUMBER OF PARKING STALL INSECTIONPROPOSED FULL DEPTHASPHALT PAVEMENTRECONSTRUCTION PER 3/C3555510348932989999EXISTING BUILDING1320SITE ANDPAVING PLANC3N2. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 EDITION OF MNDOT STANDARD CONSTRUCTION SPECIFICATIONS (INCLUDING ANY SUPPLEMENTS), AS APPLICABLE. ALLCONSTRUCTION SHALL COMPLY WITH CITY OF ARDEN HILLS, AND RICE CREEK WATERSHED DISTRICT PERMIT REQUIREMENTS.3. CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES IN THE AREA OF CONSTRUCTION, PRIOR TO BEGINNING THE WORK.4. NEW CONSTRUCTION FEATURES SHALL MATCH IN TO EXISTING WHERE APPLICABLE (PAVEMENTS, CURBS, SIDEWALKS). PROVIDE SMOOTH TRANSITIONS AT MATCH-IN POINTS.5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROLS.6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.7. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS REQUIRED TO PERFORM ALL THE WORK. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALLFEES, PROVIDE PROOF OF INSURANCE, AND PROVIDE ANY NECESSARY TRAFFIC CONTROL FOR THE WORK.8. CONCRETE CURB AND GUTTER TO BE REMOVED SHALL BE SAW CUT IN FULL SECTIONS.9. PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED.10. SUBSTITUTIONS FROM INFO. SHOWN HEREON SHALL BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD.11. VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL AND FOUNDATION PLAN.12. OWNER/CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING PRIOR TO CONSTRUCTION.13. ALL CONSTRUCTION ACTIVITIES SHALL MEET THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT.GENERAL NOTES:ADDRESS: 3776 CONNELLY AVEARDEN HILLS, MN 55112EXISTING ZONING: B2 - GENERAL BUSINESS DISTRICTPROPOSED ZONING: B2 - GENERAL BUSINESS DISTRICT (CUP)BUILDING SETBACKSFRONT: 50'REAR: 20'SIDE: 10'PARKING SETBACKSFRONT: 20' FROM PUBLIC ROWREAR & SIDE: 5'PARKING CALCULATIONSSTALLS: 9' x 18' W/ 24' TWO WAY AISLEPARKING REQUIRED: N/ATOTAL PROVIDED PARKING: 145 (WITH 5 ACCESSIBLE STALLS)IMPERVIOUS AREATOTAL EXISTING IMPERVIOUS AREA: 61,200 SF (TOTAL)xBUILDING: 11,025 SFxPARKING LOT / DRIVES: 49,395 SF xWALKWAYS AND PATIOS: 780 SFPROPOSED IMPERVIOUS AREA: 61,419 SF (TOTAL)xBUILDING: 11,025 SFxPARKING LOT / DRIVES: 47,644 SF xWALKWAYS AND PATIOS: 2,750 SFSITE DATANOTES:CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS.ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL.TO ENSURE RAMPS AND LANDING ARE PROPERLY CONSTRUCTED, LANDINGS MAY BE CAST SEPARATELY.ALL SLOPES ARE ABSOLUTE, RATHER THAN RELATIVE TO SIDEWALK/ROADWAY GRADES.TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE.4' MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MINIMUM OF 24" IN THE PATHOF TRAVEL.1. SIDEWALK FLUSH WITH PAVEMENT FOR FULL LENGTH OF CONCRETE WALK.2. THICKENED EDGE SIDEWALK3. DETECTABLE WARNING MAY BE PART OF 4'X4' LANDING AREA IF IT IS NOT FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA.4. 1/2" PREFORMED JOINT FILLER MATERIAL AASHTO M 213 JOINT FILLER SHALL BE PLACED FLUSH WITH THE BACK OF CURB AND ADJACENT SIDEWALK. RECTANGULARDETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB.5. 4' BY 4' MIN. LANDING WITH MAX. 2.0% SLOPE IN ALL DIRECTIONS6. IF LONGITUDINAL SLOPE IS GREATER THAN 5.0%, 4' X4 ' MIN. LANDING WITH MAX 2.0% SLOPE IN ALL DIRECTIONS REQUIRED.7. ACCESSIBILITY SYMBOL 28" HIGH BY 24" WIDE IN A 48 SQUARE BLUE BACKGROUND WITH WHITE BORDER PER USDOT MUTCD FIG 3B-22.514&329.0'8.33%MAX8.33%MAX9.0'ACCESSIBLESPACEACCESSIBLESPACEACCESSIBLESPACEACCESSIBLESPACE9.0'9.0'9.0'9.0'9.0'1267777CONCRETE WALK4" PAINTED DIAGONALLINES 45 DG. 3' C-C4" PAINTED DIAGONALLINES 45 DG. 3' C-C4" PAINTED PARKING STALLLINES (WHITE) (TYP.)5.0'LEGENDMAX 2.0%SLOPE IN ALLDIRECTIONSGRADE BREAKPROPOSEDPEDESTRIANRAMP661 ACCESSIBLE PARKING STALLSNTSACCESSIBLESPACE9.0'18.0'79.0'COMPACTED SUB-BASE 100%2.0" MNDOT 2360 LV3BITUMINOUS WEAR (MIN.)2.5" MNDOT 2360 LV3 BITUMINOUSNON-WEAR (MIN.)8.0" MNDOT 3138 CLASS 5AGGREGATE BASE (MIN.)12.0" MNDOT 3149 SELECTGRANULAR BORROWMNDOT 2357 TACK COATNOTES:1. VERIFY PAVEMENT SECTION DESIGN AND SUBGRADEREQUIREMENTS WITH GEOTECHNICAL REPORT ANDRECOMMENDATIONS PRIOR TO CONSTRUCTION.2. STRIP EXISTING VEGETATION AND TOPSOIL, AND PREPARESUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.3. FILL MATERIALS PLACED WITHIN THREE (3) FEET OF THE TOP OFSUBGRADE SHALL BE COMPACTED TO NO LESS THAN 100% OFTHE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698)4.FILL MATERIALS GREATER THAN THREE (3) FEET BELOW THE TOPOF SUBGRADE SHALL BE COMPACTED TO NO LESS THAN 95% OFTHE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698).3 ASPHALT PAVING SECTIONNTSINSTALL THICKENED EDGE SIDEWALK AS REQUIRED FOR GRADINGAND HANDICAP STALL INSTALLATION. EDGE HEIGHT VARIES 6" MAXAND 4" MIN.INSTALL NEW BITUMINOUS PAVEMENT FOR ADA GRADING.9' x 18' PARKING STALL (TYP.)PROTECT EXISTING UTILITIES TO REMAIN.INSTALL NEW CONCRETE SIDEWALK.NEW TRASH ENCLOSURE. SEE ARCH PLANS.ADA PARKING AND ACCESS ASILE.INSTALL PED RAMP IN SIDEWALK. TRANSITION FROM FULLTHICKENED EDGE SIDEWALK HEIGHT TO FLUSH AT TOE OF RAMP.INSTALL ADA RAMP, TRUNCATED DOMES, AND LANDING PER DETAIL1/C3INSTALL LANDSCAPING BED PER SHEETS L1 AND L212345678910KEYNOTES1112233333344444555567777788891010101010101010101010101010COMPACTEDSUB-BASE 100%COMPACTED CLASS 5 AGGREGATE BASE4"6"(MNDOT 3138)2% CROSS SLOPE(MAXIMUM)12.0" MNDOT 3149SELECT GRANULARBORROW (MIN.)CIP CONCRETE BROOM FINISH SWEEPPERPENDICULAR TO DIRECTION OFTRAFFIC SEE PLAN FOR WIDTH18"12"NOTES:SECURE SIGN TO BUILDING EXTERIOROPPOSITE ACCESSIBLE PARKINGSPACES. INDICATE VAN ACCESSIBLESTALL IN ONE LOCATION.2 SIDEWALK PAVING SECTIONNTS