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EXISTING <br />/ MONUMENT & <br />LANDSCAPE BED TO <br />REMAIN. PROTECT <br />DURING COURSE OF <br />CONSTRUCTION. <br />FR,c'VC"MA IV Ro, <br />"mob` L EXISTING <br />LANDSCAPE BED TO <br />,REMAIN. PROTECT / <br />DURING COURSE OF 1 , <br />`� CONSTRUCTION. <br />.ftft <br />R1� l <br />O 'PSI <br />/ <br />/ <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 />°e \ <br />0 <br />OE- <br />THE <br />eTHE 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 />Sep 27, 2019 - 2:51pm - User:afeldberg L:\PROJECTS\21797\CAD\Civil\Sheets\21797-C3-SITE.dwg <br />-LEGEND <br />PROPOSED <br />PROPERTY LIMIT <br />CURB & GUTTER <br />EASEMENT <br />BUILDING <br />RETAINING WALL <br />WETLAND LIMITS <br />TREELINE <br />EXISTING <br />SAWCUT LINE <br />D <br />SIGN <br />GROSS SITE AREA <br />PIPE BOLLARD <br />0.906 AC <br />NUMBER OF PARKING <br />D <br />STALLS PER ROW <br />XX <br />KEY NOTE <br />XX <br />-DEVELOPMENT SUMMARY <br />STANDARD DUTY <br />D <br />ASPHALT PAVING <br />GROSS SITE AREA <br />CONCRETE PAVING <br />0.906 AC <br />CONCRETE SIDEWALK <br />D <br />AREA <br />GROSS SITE AREA <br />39,765 SF <br />0.906 AC <br />LESS EXISTING DRIVE ISLES, EASEMENTS, & LANDSCAPED AREAS <br />14,026 SF <br />0.322 AC <br />NET SITE AREA <br />25,439 SF <br />0.584 AC <br />BUILDING SETBACKS (C-2) <br />FRONT YARD <br />30 FEET <br />REAR YARD <br />30 FEET <br />SIDE YARD <br />30 FEET <br />PARKING SETBACKS (PUD 2007-25) <br />FRONT YARD <br />5 FEET <br />SIDE YARD <br />5 FEET <br />REAR YARD <br />5 FEET <br />MINIMUM LOT SIZE (C-2) <br />20,000 SF <br />ZONING <br />EXISTING ZONING <br />PUD <br />PROPOSED ZONING <br />PUD <br />BUILDING REQUIREMENTS (C-2) <br />\MAXIMUM FLOOR AREA <br />2,000 SF <br />MAXIMUM BUILDING HEIGHT <br />35 FT <br />*PER PUD RESOLUTION 2007-25 APPROVED JUNE 4, 2007 <br />-DEVELOPMENT NOTES <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 />-KEY NOTES <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 SAWCUTTO NEARESTJOINT. <br />MATCH PROPOSED CURB & GUTTER TO EXISTING. <br />NORTH <br />0 20 40 <br />SCALE IN FEET <br />Wsambatek <br />www.sambatek.com <br />12800 Whitewater Drive, Suite 300 <br />Minnetonka, MN 55343 <br />763.476.6010 telephone <br />763.476.8532 facsimile <br />Engineering I Surveying I Planning I Environmental <br />Client <br />LA MACCHIA <br />GROUP <br />157 NORTH MILWAUKEE STREET, <br />MILWAUKEE, WI 53202 <br />Project <br />HEARTLAND <br />CREDIT UNION <br />Location <br />HUGO, MN <br />Certification <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 />BRADY D. BUSSELMAN <br />Registration No. 44579 Date: 09/27/2019 <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 />Summary <br />Designed: Drawn: JRW <br />Approved: Book / Page: <br />Phase: PRELIMINARY Initial Issued: 09/27/2019 <br />Revision History <br />No. Date By Submittal / Revision <br />Sheet Title <br />SITE PLAN <br />Sheet No. Revision <br />C3.01 <br />Project No. 21797 <br />