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<br />IMPROVEME REFER
<br />TO PLANS t THERS
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<br />SITE LEGEND=
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<br />EXISTING CURB AND GUTTER Iii
<br />PROPOSED CURB AND GUTTER
<br />PROPOSED PROPERTY LINE
<br />EXISTING PROPERTY LINE
<br />OUTFALL CURB
<br />CONCRETE PAVEMENT
<br />LANDSCAPE AREA
<br />PROPOSED PAVEMENT
<br />RECONSTRUCTION
<br />DIRECTION OF TRAmc
<br />CONSTRUCTION LIMITS
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<br />S89°33'58"W 472.93
<br />EXISTING BILLBOARD
<br />SIGN (REMOVED)
<br />CONTRACTOR SHALL COORDINATE WITH COUNTY
<br />AND CITY FOR WORK IN RIGHT -OF-WAY.
<br />NOTE: PARKING STALLS SHALL HAVE LIGHT DUTY
<br />PAVEMENT SECTION AND DRIVE AISLES SHALL
<br />HAVE HEAVY DUTY PAVEMENT SECTIONS. REFER
<br />TO DETAILS.
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<br />SITE PLAN NOTES=
<br />1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLIE TO MAKE SURE THAT
<br />ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION
<br />SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND
<br />OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES.
<br />2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
<br />REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY.
<br />3. ALL WORK PERFORMED WITHIN THE R.O.W. SHALL COMPLY WITH THE CITY/COUNTY ENGINEERING DESIGN
<br />STANDARDS. GENERAL CONTRACTOR RESPONSIBLE FOR ANY REQUIRED PERMITS.
<br />4. CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UNDERGROUND FACILITIES CONTACT NATION WIDE
<br />CALL SYSTEM 811 GOPHER STATE ONE-CALL SYSTEM, INC. DIAL 811, TWO BUSINESS DAYS PRIOR TO
<br />COMMENCEMENT OF WORK.
<br />5. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION & REMOVAL OF ALL EXISTING STRUCTURES WHICH
<br />INTERFERE WITH NEW WORK AS SHOWN .
<br />6. ALL DIMENSIONS, GRADES, EXISTING AND PROPOSED INFORMATION SHOWN ON THE PLANS SHALL BE
<br />FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHAUL NOTIFY THE
<br />CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION
<br />FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE
<br />CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO INFORMATION SHOWN INCORRECTILY ON THESE
<br />PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
<br />7. PROTIECT EXISTING CONCRETIE SIDEWALKS DURING ALL PHASES OF CONSTRUCTION. CONTRACTOR TO
<br />REPLACE ANY CRACKED OR BROKEN PANELS CAUSED BY SITE CONSTRUCTION.
<br />8. CONTRACTOR SHALL PROTECT ADJOINING PROPERTIES & STRUCTURES FROM HAZARDS ASSOCIATED WITH
<br />HIS CONSTRUCTION ACTIVITIES & SHALL BE RESPONSIBLE FOR ALL DAMAGES TO PROPERTIES &
<br />STRUCTURES THAT OCCUR AS A RESULT OF THESE ACTIVITIES.
<br />9. CONTRACTOR SHALL NOT IMPEDE EXISTING TRAFFIC CIRCULATION TO ADJACENT BUSINESSES. COORDINATE
<br />WORK WITH ADJACENT PROPERTY OWNER.
<br />10. CONTRACTOR SHALL PERFORM SWEEPING ON PRIVATE PARKING AREAS AND PUBLIC STREETS AT LEAST
<br />ONCE A WEEK, ONCE A DAY IF NEEDED.
<br />11. CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE TO PREVENT AND ELIMINATE ANY DUST NUISANCE
<br />OCCASIONED BY AND DURING CONSTRUCTION, UNTIL THE PROJECT HAS BEEN COMPLETED AND HANDED
<br />OVER.
<br />12. CONTRACTOR TO PROTECT THE EXISTING VEGETATION TO BE RETAINED DURING SITE AND BUILDING
<br />CONSTRUCTION PROCESS, AS APPLICABLE.
<br />13. THE INSTALLATION OF EROSION & SEDIMENT CONTROL MEASURES AND PRACTICES SHALL OCCUR PRIOR
<br />TO OR CONCURRENT WITH LAND DISTURBING ACTIVITY.
<br />14. ALL PARKING AND DRIVEWAYS SHALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING AGENCY
<br />DESIGN STANDARDS UNLESS NOTED OTHERWISE.
<br />15. ALL DIMENSIONS SHOWN ARE TO TOP FACE OF CURB, EDGE OF SIDEWALK OR EXTERIOR OF BUILDING
<br />UNLESS OTHERWISE NOTED. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS AND
<br />SPECIFICATIONS FOR LOCATION OF EXITS, RAMPS, CONCRETE APRONS AND STOOPS. VADNAIS
<br />-.--~
<br />HEIGHTS
<br />16. ALL CONCRETE CURB & GUTTER ADJACENT TO CO NC RETIE WALK SHALL BE SEPARATED BY A 1 /2 INCH
<br />(_!}I----EXPANSION JDINT.
<br />LITTLE CANADA
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<br />17. CONTINUOUS CONCRETE CURB & GUTTER WHICH CHANGES TYPE SHALL HAVE A FIVE FOOT TRANSITION.
<br />18. CURB & GUTTER ON SITIE TO BE CONCRETE 8612 TYPE CURB AND CURB PER THE GOVERNING AGENCY
<br />STANDARDS.
<br />19. CONCRETE & BITUMINOUS PAVEMENT SECTION DESIGN TO BE IN ACCORDANCE WITH LOCAL
<br />CONSTRUCTION STANDARDS. REFER TO GEOTECHNICAL REPORT AND DETAIL SHEET.
<br />20. ALL STRIPING SHALL BE 4 INCH WHITE PAVEMENT STRIPING, PER GOVERNING AGENCY STANDARDS.
<br />21. ACCESSIBLIE ROUTE SHALL BE PROVIDED FROM ACCESSIBLIE STALLS TO BUILDING ENTRANCE (SEE ADAAG
<br />REQUIREMENTS). POLE MOUNT APPROVED SIGNS, ONE VAN ACCESSIBLIE, CENTER ON STALL LOCATION
<br />PER GENERAL CONTRACTOR. PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY WHITE ON BLUE
<br />BACKGROUND. G.C. TO ENSURE SLOPE OF PAVEMENT AT ACCESSIBLE PARKING STALLS & ACCESS
<br />AISLE DOES NOT EXCEED 2% IN ALL DIRECTIONS.
<br />22. REFIER TO PHOTOMETRIC PLAN FOR LOCATIONS, FOOTCANDLE PRINT OUT AND SPECIFICATIONS.
<br />FOUNDATION BY CONTRACTOR.
<br />23. CONCRETE DUMPSTER PAD TO BE 7" THICK CONCRETIE PAVEMENT WITH 6"X6" 10/10 W.W.M. (CONSTR.
<br />JTS @ 1 O' O.C.) OVER 4" CLASS V AGGREGATE BASE, SOILS REPORT SUPERSEDE SPEC ABOVE.
<br />MAINTAIN POSITIVE DRAINAGE. REFER TO SOILS REPORT, DETAIL SHEET AND ARCHITIECTURAL PLANS FOR
<br />DUMPSTER DESIGN.
<br />24. CONTRACTOR SHALL COORDINATE WITH THE CITY FIRE MARSHAL FOR POSTING OF FIRE LANES, CURB
<br />MARKINGS & SIGNAGE. PROVIDE KNOX BOX AS REQUIRED BY FIRE MARSHAL TO BE LOCATED ADJACENT
<br />TO ENTRANCE, MOUNTED BETWEEN 48" & 60" ABOVE THE FINISHED FLOOR ELEVATION. REFER TO
<br />ARCHITECTURAL PLANS.
<br />25. SIGNS ARE TO BE INSTALLED BY LICENSED SIGN CONTRACTOR UNDER SEPARATIE PERMIT.
<br />SITE DATA=
<br />CURRENT ZONING
<br />PROPOSED ZONING
<br />B-3, GENERAL BUSINESS DISTRICT
<br />NO CHANGE TO EXISTING ZONING
<br />CURRENT USE
<br />PROPOSED USE
<br />RESTAURANT WITH DRIVE-THRU
<br />NO CHANGE TO USE
<br />EXISTING BUILDING AREA 3,354 S.F. (ONE STORY)
<br />LOT REQUIREMENTS AND SE I BACK DATA=
<br />REQUIREMENTS REQUIRED: EXISTING
<br />LOT AREA:
<br />I OT WIDTH·
<br />BUILDING SETBACK:
<br />15,000 SF
<br />100·
<br />55,369.92 SF
<br />157.22'
<br />WEST(FRONT)-RICE STREET
<br />SOUTH(SIDE)-COUNTRY DRIVE/
<br />COUNTRY DRIVE CONNECTION
<br />EAST(REAR)-POND/COUNTRY DRIVE
<br />NORTH(SIDE)-ADJACENT BUSINESS/
<br />NEW COUNTRY DRIVE
<br />PARKING SETBACK:
<br />WEST-RICE STREET
<br />SOUTH-COUNTRY DRIVE/
<br />COUNTRY DRIVE CONNECTION:
<br />EAST-COUNTRY DRIVE/POND
<br />NORTH-ADJACENT BUSINESS/
<br />NEW COUNTRY DRIVE
<br />40'
<br />40'
<br />20'
<br />0*/40'
<br />5'
<br />5'
<br />5'
<br />5'
<br />57.4'
<br />90'
<br />126.7'
<br />28.9'
<br />5.5'
<br />19'
<br />33'
<br />4'
<br />PER SEC. 912.050 LOT REQUIREMENTS AND SETBACKS:
<br />*SIDE YARD (a) 40' WHEN ABUTTING PUBLIC RIGHT-OF WAY
<br />(b) O' WHEN ABUTTING NON-RESIDENTIAL PROPERTY.
<br />AREA TABULA llON=
<br />EXISTING CONDITIONS SITT: AREA TABLE·
<br />IMPERVIOUS AREA:
<br />BUILDING, PAVEMENT & SIDEWALK:
<br />PERYl □Us AREA·
<br />TOTAL PARCEL AREA:
<br />PRoposm SITE AREA TABLE·
<br />IMPERVIOUS AREA:
<br />BUILDING, PAVEMENT & SIDEWALK:
<br />PERYIPVS AREA·
<br />TOTAL PARCEL AREA:
<br />PARKING DATA:
<br />35,514.09 S.F.
<br />1985583 SF
<br />55,369.92 S.F.
<br />45,792.00 S.F
<br />1458000 SF
<br />60,372.00 S.F.
<br />0.82 AC
<br />045 AC
<br />1.27 AC
<br />1.05 AC
<br />P 34 AC
<br />1.39 AC
<br />PROPOSED·
<br />60,372.00 SF
<br />157.22'
<br />55. 1'
<br />90'
<br />121.2·
<br />68.9'
<br />s.1 •
<br />5' MIN
<br />5' MIN
<br />11.2·
<br />0.64%
<br />P 36%
<br />100%
<br />0.75%
<br />P 25%
<br />100%
<br />EXISTING PARKING STALLS: 54 STALLS (INCLUDES 3 VAN ACCESSIBLE PARKING STALLS)
<br />PROPOSED PARKING STALLS: 66 STALLS (INCLUDES 3 VAN ACCESSIBLE PARKING STALLS)
<br />PER CITY OF LITTLIE CANADA: SE903.050(19)
<br />(19): RESTAURANTS, CAFES, ... : AT LEAST (1) SPACE FOR EACH FORTY (40) S.F. OF GFA FOR DINING
<br />AND BAR AREA AND (1) SPACE FOR EACH EIGHTY (80) S.F. OF KITCHEN AREA.
<br />PARKING CALCULATION: (BUILDING AREA: 3,354 S.F.)
<br />DINING: (±2007 S.F./ 40 = 50.18): 50
<br />KITCHEN: (±404.5 S.F / 80 = 5.5): 6
<br />REQOIRED PARKING: 56
<br />ALLIANT
<br />ENGINEERING
<br />733 Marquette Ave, Ste 700
<br />Minneapolis, MN 55402
<br />612. 758.3080 MAIN
<br />612. 758.3099 FAX
<br />www.alliant-inc.com
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<br />I hereby certify that this plan,
<br />specification, or report was
<br />prepared by me or under my
<br />direct supervision and that I
<br />am a duly Licensed
<br />PROFESSIONAL ENGINEER under
<br />the laws of the State of
<br />MINNESOTA
<br />CLARK WICKLUND, PE
<br />Date License No.
<br />QUALITY ASSURANCE/CONTROL
<br />BY DATE
<br />DATE ISSUE
<br />4.18.19 CITY SUBMITTAL
<br />4.29.19 CLIENT COMMENTS
<br />6.11.19 CLIENT COMMENTS
<br />PROJECT TEAM DATA
<br />DESIGNED: MMM
<br />MMM DRAWN:
<br />PROJECT NO: 218-0079
<br />C-3.0
<br />SHEET
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