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2019 ANNUAL BUS TOUR
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2019 ANNUAL BUS TOUR
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6/25/2020 2:46:04 PM
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10/7/2019 11:32:51 AM
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PROPOSED BUILDING <br />2,470 S.F. <br />FFE=920.80VICTOR HUGO BLVDFRENC <br />H <br />M <br />A <br />N <br /> <br />R <br />O <br />A <br />D <br /> <br />N <br />O <br />R <br />T <br />H <br />EOF <br />R35' <br />R15' <br />R <br />1 <br />5 <br />' <br />R <br />3 <br />5 <br />'9'8'8'8'9'18' <br />24' <br />7'5'7' <br />R <br />1 <br />5 <br />' <br />R5'24'24' <br />8.8'20'5' <br />K <br />K <br />B <br />D <br />F <br />B <br />B <br />B <br />B <br />24' <br />C <br />C <br />H 9 <br />I <br />A <br />D <br />E <br />J <br />H <br />EX. 18' DRAINAGE & UTILITY <br />EASEMENT <br />EX. 10' <br /> <br />D <br />R <br />A <br />I <br />N <br />A <br />G <br />E <br /> <br />& <br />UTILIT <br />Y <br /> <br />E <br />A <br />S <br />E <br />M <br />E <br />N <br />T <br />EX. 25' <br /> <br />D <br />R <br />A <br />I <br />N <br />A <br />G <br />E <br /> <br />& <br />UTILIT <br />Y <br /> <br />E <br />A <br />S <br />E <br />M <br />E <br />N <br />T <br />SAWCUT & REMOVE ASPHALT <br />FULL-DEPTH. CONTRATOR SHALL <br />PREPARE CLEAN, SHEAR ASPHALT <br />EDGE BUTT-JOINT. APPLY TACK <br />COAT TO EXISTING EDGE OF <br />BITUMINOUS PAVEMENT. <br />L <br />EXISTING <br />MONUMENT & <br />LANDSCAPE BED TO <br />REMAIN. PROTECT <br />DURING COURSE OF <br />CONSTRUCTION. <br />L EXISTING <br />LANDSCAPE BED TO <br />REMAIN. PROTECT <br />DURING COURSE OF <br />CONSTRUCTION. <br />R10' <br />R <br />5 <br />'R5' <br />SCALE IN FEET <br />0 4020 <br />NORTH <br /> Sep 27, 2019 - 2:51pm - User:afeldberg L:\PROJECTS\21797\CAD\Civil\Sheets\21797-C3-SITE.dwg <br />C3.01 <br />SITE PLAN <br />Project <br />Location <br />Certification <br />Sheet Title <br />Summary <br />Revision History <br />Sheet No.Revision <br />Project No. <br />Date Submittal / RevisionNo.By <br />Designed:Drawn: <br />Approved:Book / Page: <br />Phase:Initial Issued: <br />Client <br />LA MACCHIA <br />GROUP <br />157 NORTH MILWAUKEE STREET, <br />MILWAUKEE, WI 53202 <br />HEARTLAND <br />CREDIT UNION <br />HUGO, MN <br />JRW <br />PRELIMINARY 09/27/2019 <br />21797 <br />Registration No. <br />I hereby certify that this plan, specification or <br />report was prepared by me or under my direct <br />supervision and that I am a duly licensed <br />professional ENGINEER under the laws of the state <br />of Minnesota. <br />If applicable, contact us for a wet signed copy of this <br />plan which is available upon request at Sambatek's, <br />Minnetonka, MN office. <br />Date:44579 <br />BRADY D. BUSSELMAN <br />09/27/2019 <br />AREA <br />GROSS SITE AREA <br />LESS EXISTING DRIVE ISLES, EASEMENTS, & LANDSCAPED AREAS <br />NET SITE AREA <br />BUILDING SETBACKS (C-2) <br />FRONT YARD <br />REAR YARD <br />SIDE YARD <br />PARKING SETBACKS (PUD 2007-25) <br />FRONT YARD <br />SIDE YARD <br />REAR YARD <br />MINIMUM LOT SIZE (C-2) <br />ZONING <br />EXISTING ZONING <br />PROPOSED ZONING <br />BUILDING REQUIREMENTS (C-2) <br />MAXIMUM FLOOR AREA <br />MAXIMUM BUILDING HEIGHT <br />*PER PUD RESOLUTION 2007-25 APPROVED JUNE 4, 2007 <br />1.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. <br />2.ALL DIMENSIONS SHOWN ARE FROM GUTTER OF CURB TO GUTTER OF CURB UNLESS OTHERWISE <br />NOTED. <br />3.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER <br />DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER <br />IN” CURB. COORDINATE WITH GRADING CONTRACTOR. <br />4.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. <br />5.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. <br />6.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF <br />EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE <br />LOCATIONS. <br />7.SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS. <br />8.SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT <br />POLE. <br />9.REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. <br />10.ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE <br />OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE <br />MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE 2.08% <br />(1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA <br />ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFY <br />THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS <br />THE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR. <br />11."NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. <br />LEGEND <br />EASEMENT <br />CURB & GUTTER <br />BUILDING <br />RETAINING WALL <br />SAWCUT LINE <br />NUMBER OF PARKING <br />STALLS PER ROW <br />SIGN <br />PIPE BOLLARD <br />STANDARD DUTY <br />ASPHALT PAVING <br />CONCRETE PAVING <br />PROPERTY LIMIT <br />EXISTINGPROPOSED <br />KEY NOTE <br />DEVELOPMENT SUMMARY <br />DEVELOPMENT NOTES <br />KEY NOTES <br />WETLAND LIMITS <br />TREELINE <br />A.BUILDING, STOOPS, STAIRS SEE ARCHITECTURAL PLANS <br />B.B-612 CONCRETE CURB AND GUTTER (SEE DETAIL 1/C9.01) <br />C.SIDEWALK (SEE DETAIL 5/C9.01) <br />D.ACCESSIBLE RAMP <br />E.ACCESSIBLE STALL STRIPING (SEE DETAIL 7/C9.01) <br />F.CROSSWALK <br />G.CURB CUT (SEE DETAIL 2/C9.01) <br />H.TRASH ENCLOSURE (SEE ARCHITECTURAL SET) <br />I.FLAGPOLE (SEE ARCHITECTURAL SET) <br />J.BIKE RACK (SEE ARCHITECTURAL SET) <br />K.ACCESSIBLE PARKING SIGNAGE (SEE DETAIL 6/C9.01) <br />L.LANDSCAPE PROTECTION: <br />CONTRACTOR SHALL PROTECT DURING COURSE OF CONSTRUCTION. CONTRACTOR SHALL <br />REPAIR/REPLACE AREAS DAMAGED FOR ANY REASON DURING THE COURSE OF CONSTRUCTION. <br />M.CONTRACTOR SHALL FIELD VERIFY EXISTING CONCRETE CURB & GUTTER AND SAWCUT TO NEAREST JOINT. <br />MATCH PROPOSED CURB & GUTTER TO EXISTING. <br />39,765 SF 0.906 AC <br />14,026 SF 0.322 AC <br />25,439 SF 0.584 AC <br /> 30 FEET <br /> 30 FEET <br />30 FEET <br />5 FEET <br />5 FEET <br />5 FEET <br /> 20,000 SF <br /> PUD <br /> PUD <br /> 2,000 SF <br /> 35 FT <br />XX <br />XX <br />THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED <br />ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING <br />SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING <br />UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE <br />CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY <br />HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). <br />IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, <br />INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. <br />IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED <br />IMPROVEMENTS SHOWN ON THE PLANS. <br />CONCRETE SIDEWALK
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