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29.0 —7" <br />/ 67.3 <br />J <br />PROP SED <br />LOT PLR p <br />GAS STATION <br />8,087 SF <br />FFE= 915.90 <br />/L <br />10 FTSRAIL EASEMENT / <br />15 FT PARKING Irratz <br />MAIN STREET <br />NORTH <br />D 40 B0 <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 />COop00000 <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 />FUTURE PARKING = <br />TOTAL= <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 STALLS <br />67 STALLS <br />107 STALLS <br />33 STALLS <br />53 STALLS <br />86 STALLS <br />23 STALLS <br />109 STALLS <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 />59,634 SF <br />194,931 SF <br />25% <br />30% <br />DEVELOPMENT NOTES <br />A. ALL DIMENSIONS ARE ROUNDED TO THE NEARESTTENTH FOOT. <br />B. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB TO BACK OF CURB UNLESS OTHERWISE NOTED. BACK OF CURB IS SHOWN <br />GRAPHICALLY ONLY. <br />C ALL AREAS ARE ROUNDEDTO 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, RAMPS, <br />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 NUMBERS, LOT AREAS, AND LOT DIMENSIONS. <br />I. AU. GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE ARE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5 %(1:20), <br />EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08%(1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON <br />AN ADA PARKING STALL OR ACCESS ISLE SHALLBEZ.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN <br />THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE <br />ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. <br />J. "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 UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED <br />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 0. <br />P. <br />R. <br />B. <br />DETAILS) <br />8-612 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 <br />C9.02) 5. <br />E. MONUMENT SIGN (SEE ARCHITECTURAL PLAN FOR DETAILS) T. <br />F. TRASH ENCLOSURE (SEE ARCHITECTURAL PLAN FOR DETAILS) U. <br />G. TRASH COMPACTOR (SEE ARCHITECTURAL PLAN FOR <br />DETAILS) <br />H. LOADING DOCK (SEE ARCHITECTURAL PLAN FOR DETAILS) <br />L PEDESTRIAN CURB RAMP (SEE DETAIL C9.01) <br />J. 6' CURB CUT / RAIN GUARDIAN (SEE DETAIL 09.02) <br />K FUEL PUMP (SEE ARCHITECTURAL PLAN FOR DETAILS) <br />L PROPANE STORAGE CAGE (SEE ARCHITECTURAL PLAN FOR <br />DETAILS) <br />M. UNDERGROUND FUEL STORAGE TANKS (SEE <br />ARCHITECTURAL PLAN FOR DETAILS) <br />N. EQUIPMENT PAD (SEE ARCHITECTURAL PLAN FOR DETAILS) <br />CONCRETE PIPE BOLLARD <br />10' WIDE PAVED TRAIL <br />VACUUM (SEE ARCHITECTURAL PLAN FOR DETAILS) <br />RIBBON CURB <br />6' WIDE VALLEY GUTTER <br />CONCRETE TRENCH BOX (SEE DETAIL C9.02) <br />EXISTING WELL, CONTRACTOR TO PROTECT STRUCTURE <br />DURING CONSTRUCTION. FIELD VERIFY LOCATION <br />Oa... Ipz. • 13213m • us.,uT mmoncTsmet sswe euMnons of rru, <br />englneenn0 surveying planning energy <br />14800 2861 Ave N, Ste 140 <br />RymoWl, Minnesota 55447 <br />1763) 476.6010 Telephone <br />1768 476.8532 facsimile <br />www.mfra.com <br />Client <br />r2 ill <br />CONSTRUCTION <br />Fendier <br />Patterson <br />Project <br />BILL'S <br />SUPERETTE <br />Location <br />LINO LAKES, MN <br />Certification <br />I hereby certify that this Man. ..Oho <br />supervision was and that by me or yn0er o djrEct <br />supen•ISion dthKlame duly <br />b <br />professional ENGINEER under Ib f the slate <br />of Minnesota. IC` <br />7 <br />Michael C. .T dt <br />Registry 2661 Date:09 /07/2012 <br />Ifp apB h is conata <br />lgcse u sutpoorn a rweaeut0sigt nea dMcFoRpAy, oItntch <br />b <br />p 1,, <br />MN office. <br />Summary <br />Designed: MCB Drawn: ABS <br />Approved: MCB Book / Page: 727/55 <br />Phase:PRELIM Initial Issue: 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 RA COY COMMENTS <br />C 10.25.12 KR CRT LANDSCAPE COMMENTS <br />Sheet Title <br />SITE PLAN <br />Sheet No. Revision <br />03.01 C <br />Project No. FEN19355 <br />