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• <br />// <br />1Q.D(TYP, 4' 4" <br />10 <br />LIQUOR STORE <br />13,362 SF <br />FFE= 917.60 <br />4' 29.0 - <br />z <br />T - <br />A a J i <br />® a: X 30.0 <br />it-4 -'' 20.0 .f' .f' 20.0 <br />4 I <br />10 FTTRAIL <br />/ <br />/ <br />/ r <br />I <br />PROPOSED <br />LOT PLIT <br />22.5TYP. <br />f— 67.3 <br />29.0 -' <br />73.E "7-.121 <br />•r:GAS PUMP <br />p CANOPY , 30.0. <br />GAS STATION <br />8,087 SF <br />A FFE= 915.90 <br />300i'. <br />L'31.0 -' <br />112.0 <br />O <br />ER LINE EASEMENT <br />Vs' <br />"13.0 <br />g 10 F1TRAIL EASEMENT —/ <br />15 FT PARKING CK <br />MAIN STREET <br />\ <br />NORTH <br />0 40 80 <br />SCALE IN FEET <br />LEGEND <br />PROPOSED EXISTING <br />PROPERTY LIMIT <br />CURB & GUTTER <br />EASEMENT <br />BUILDING <br />RETAINING WALL <br />WETLAND LIMITS <br />TREELINE <br />SAWCUT LINE <br />SIGN <br />PIPE BOLLARD <br />NUMBER OF PARKING <br />STALLS PER ROW <br />00000=000 AAA,. <br />T <br />• <br />STANDARD DUTY <br />ASPHALT PAVING <br />HEAVY DUTY <br />ASPHALT PAVING <br />CONCRETE PAVING <br />DEVELOPMENT SUMMARY <br />PARKING ANALYSIS <br />CITY CODE REQUIRED = (1/200 SF) <br />BILLS - 8,087 = <br />G -WILL - 13,362 = <br />TOTAL REQUIRED <br />PROVIDED <br />BILLS = <br />G -WILL= <br />TOTAL PROVIDED <br />40 STALLS <br />67 STALLS <br />107 STALLS <br />49 STALLS <br />53 STALLS <br />102 STALLS <br />PROOF OF PARKING = 20 STALLS <br />BUILDING SETBACKS <br />FRONT YARD <br />REAR YARD <br />SIDE YARD <br />PARKING SETBACKS <br />FRONT YARD <br />REAR YARD <br />SIDE YARD (INTERIOR) <br />SIDE YARD (STREET) <br />ZONING <br />EXISTING ZONING <br />PROPOSED ZONING <br />GREEN SPACE <br />TOTAL AREA <br />PERCENT GREEN SPACE REQUIRED <br />PERCENT GREEN SPACE <br />40 FEET FROM R.O.W. <br />30 FEET <br />10 FEET <br />15 FEET <br />10 FEET <br />10 FEET <br />15 FEET <br />GB - GENERAL BUSINESS DISTRICT <br />GB - GENERAL BUSINESS DISTRICT <br />61,370 SF <br />202,635 SF <br />25% <br />30% <br />= DEVELOPMENT NOTES <br />A. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. <br />B. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB TO BACK OF CURB UNLESS OTHERWISE NOTED. BACK OF CURB IS <br />SHOWN GRAPHICALLY ONLY. <br />C. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. <br />D. ALL PARKING STALLS TO BE 10' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. <br />E. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, <br />RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. <br />F. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS <br />G SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF UGHT POLE. <br />H. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBEP.S, LOT AREAS, AND LOT DIMENSIONS. <br />I. ALL GRADIENTS ON'SIDEWALKS ALONG THE ADA ROUTE ARE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% <br />(120), EXCEPTAT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1,48). THE MAXIMUM SLOPE IN <br />ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.08% (L48). THE CONTRACTOR SHALL REVIEW <br />AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. <br />THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE'S -A DISCREPANCY BETWEEN THE GRADIENT <br />IN THE FIELD VERSUS THE DESIGN-GRADIENT. <br />1. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. <br />K. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. <br />L DRAINAGE AND UTIm EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE <br />PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO THE HIGH WATER LEVEL OF ALL PONDS <br />KEY NOTES <br />A. BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLAN FOR DETAILS) <br />B. B -612 CONCRETE CURB AND GUTTER (SEE DETAIL C9.02) <br />C. INTEGRAL SIDEWALK (SEE DETAIL C9.02) <br />D. HANDICAP SIGN W/ CONCRETE PIPE BOLLARD (SEE DETAIL C9.02) <br />E. MONUMENT SIGN (SEE ARCHITECTURAL PLAN FOR DETAILS) <br />F. TRASH ENCLOSURE (SEE ARCHITECTURAL PLAN FOR DETAILS) <br />G. TRASH COMPACTOR (SEE ARCHITECTURAL PLAN FOR DETAILS) <br />H. LOADING DOCK (SEE ARCHITECTURAL PLAN FOR DETAILS) <br />1. PEDESTRIAN CURB RAMP (SEE DETAIL C9.01) <br />1. 5' CURB CUT (SEE DETAIL C9.02) <br />K. FUEL PUMP (SEE ARCHITECTURAL PLAN FOR DETAILS) <br />L PROPANE STORAGE CAGE (SEE ARCHITECTURAL PLAN FOR DETAILS) <br />M. UNDERGROUND FUEL STORAGE TANKS (SEE ARCHITECTURAL PLAN FOR DETAILS) <br />N. EQUIPMENT PAD (SEE ARCHITECTURAL PLAN FOR DETAILS) <br />0. CONCRETE PIPE BOLLARD <br />P. CONCRETE SIDEWALK (5" CONCRETE, 4" CL 5) <br />0. VACUUM (SEE ARCHITECTURAL PLAN FOR DETAILS) <br />Wrfra <br />en01nee1n0suweying planning energy <br />14600 2861 Ave N, Ste 140 <br />Plymouth, Minnesota 55447 <br />1763) 476.6010 581890006 <br />17631 476.8532 130660115 <br />www.mtra.com <br />Client <br />Fendler <br />Patterson <br />■ ■ . CONSTRUCTION <br />Project <br />BILL'S <br />SUPERETTE <br />Location <br />LINO LAKES, MN <br />Certification <br />I hereby certify that this plan, specific at <br />report was prepared by me or under dy!ot <br />supervision and that i am a duly li <br />professional ENGINEER under <br />of Minnesota. <br />the State <br />2661 Date: 09/07/2012 <br />-contact us fora wet signed copy of this <br />available upon request at MFRA, Inc., <br />MN office <br />Summary <br />Designed: MCB Drawn:ABS <br />Approved: MCB Book / Page: 727/55 <br />Phase: mum Initial ssue: 09 /07/2012 <br />Revision History <br />No. Date By Submittal / Revision <br />A 09/20/12 SEG WATERSHED COMMENTS <br />B 10/15/12 OA CITY COMMENTS <br />Sheet Title <br />SITE PLAN <br />Sheet No. Revision <br />03.01 B <br />Project No. FEN19355 <br />