Laserfiche WebLink
THIS DRAWING AND THE INFORMATION THEREIN IS <br />THE PROPERTY OF DESIGN TREE ENGINEERING INC. <br />USE BY THE HOLDER OR DISCLOSURE TO OTHERS <br />WITHOUT THE PERMISSION OF DESIGN TREE <br />ENGINEERING INC. IS PROHIBITED. IT CONTAINS <br />PROPRIETARY AND CONFIDENTIAL INFORMATION OF <br />DESIGN TREE ENGINEERING INC. REPRODUCTION OF <br />THE MATERIAL HEREIN WITHOUT WRITTEN <br />ERMISSION OF DESIGN TREE ENGINEERING INC. <br />VIOLATES THE COPYRIGHT LAWS OF THE UNITED <br />STATES AND WILL SUBJECT THE VIOLATORS TO <br />LEGAL PROSECUTION. <br />COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />DRAWING NO. <br />DRAWN BY: <br />CHECKED BY: <br />PROJECT NO.: <br />NO.DATE DESCRIPTION <br />DATE:LICENSE #: <br />PRINTED NAME:JEREMY E. ANDERSON <br />44223 <br />10921005 <br />APOLLO DRIVE <br />RETAIL <br />601 APOLLO DR. <br />LINO LAKES, MN 55014 <br />07/29/22 <br />RJK <br />JEA <br />PARKING INFORMATION <br />PARKING STALLS 41 STALLS <br />ACCESSIBLE STALLS 2 STALLS <br />TOTAL STALLS 43 STALLS <br />PROPERTY INFORMATION <br />TOTAL PROPERTY AREA 1.324 AC <br />DISTURBED AREA 1.2 ±AC <br />EXISTING IMPERVIOUS AREA 0.121 AC <br />PROPOSED IMPERVIOUS AREA 0.934 AC <br />NET INCREASE IMPERVIOUS AREA 0.813 AC <br />PROPOSED SITE LEGEND <br />LIGHT DUTY BITUMINOUS PAVEMENT <br />POROUS BITUMINOUS PAVEMENT <br />CONCRETE PAVEMENT <br />CONCRETE SIDEWALK <br />CURB AND GUTTER <br />TIPPED CURB AND GUTTER <br />PAINTED DIRECTIONAL ARROW <br />PAINTED ACCESSIBLE PARKING SYMBOL <br />0'20'40' <br />NOTES: <br />1.ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE, <br />EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS <br />OTHERWISE NOTED. <br />2.CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR <br />TO CONSTRUCTION. <br />3.ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW IN <br />COLOR. <br />4.ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, AND SYMBOL <br />SHALL BE PAINTED IN ACCORDANCE WITH LOCAL AUTHORITY <br />REQUIREMENTS. <br />5.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. <br />6.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES <br />DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO <br />AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. <br />7.ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE <br />RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. <br />8.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED <br />UTILITIES. 1-800-252-1166. <br />1 <br />2 <br />B612 CURB AND GUTTER <br />ADA PEDESTRIAN RAMP (SEE DETAILS) <br />PARKING STRIPING <br />TRASH ENCLOSURE <br />CONCRETE SIDEWALK <br />ATM (SEE ARCHITECTURAL) <br />SITE FURNITURE (SEE ARCHITECTURAL) <br />REPLACE CONCRETE SIDEWALK, CURB, <br />AND BITUMINOUS PAVEMENT AS <br />NEEDED FOR UTILITY CONNECTIONS <br />7" STEP AT STOOP EDGE <br />8' WIDE CURB CUT <br />SPLASH BLOCK FOR ROOF DRAINS <br />3 <br />4 <br />5 <br />KEY NOTES: <br />SITE PLAN <br />C201LAKE DRIVEMARKET PLACE DRIVEAPO <br />L <br />L <br />O <br /> <br />D <br />R <br />I <br />V <br />E40'-0" BUILDING SETBACK30'-0" BUILDING SETBACK10'- <br />0 <br />" <br /> <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />& <br /> <br />P <br />A <br />R <br />K <br />I <br />N <br />G <br /> <br />S <br />E <br />T <br />B <br />A <br />C <br />K <br />15'-0" PARKING SETBACK15'-0 <br />" <br /> <br />P <br />A <br />R <br />K <br />I <br />N <br />G <br /> <br />S <br />E <br />T <br />B <br />A <br />C <br />K 15'-0" PARKING SETBACKPR <br />O <br />P <br />O <br />S <br />E <br />D <br /> <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br />A4,2 <br />0 <br />0 <br /> <br />S <br />F <br />PR <br />O <br />P <br />O <br />S <br />E <br />D <br /> <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br />B2,2 <br />4 <br />0 <br /> <br />S <br />F <br />R15.50 <br />R29.50 <br />R10. <br />0 <br />0 <br />R15.50R5.50 <br />R5 <br />. <br />5 <br />8 R5.50 <br />R5.50 <br />R5.50R18.50R41.50R5.50 <br />R10.50 <br />R18.5 <br />0 <br />R3. <br />5 <br />0 <br />R5.50 <br />R24.5 <br />0 <br />R5.50 R5 <br />. <br />5 <br />0 23.0023. <br />0 <br />0 <br />11. <br />5 <br />0 <br />11. <br />5 <br />0 <br />7.0011.0011.0015. <br />6 <br />7 <br />15. <br />6 <br />7 10.6710.6710.004.6718. <br />0 <br />0 <br />(TY <br />P <br />)9.00(TYP)9.0018. <br />0 <br />0 <br />(TY <br />P <br />)9.00(TYP)25.0018.00(TYP)18.00(TYP)9.0 <br />0 <br />(TY <br />P <br />) <br />9.0 <br />0 <br />(TY <br />P <br />)23.006.3318. <br />0 <br />0 <br />4.3325.508.8 <br />7 <br />6.0 <br />8 <br />24. <br />0 <br />0 <br />1911 <br />6 <br />7 <br />46. <br />1 <br />7 <br />46. <br />1 <br />7 <br />7.5 <br />0 <br />3.8 <br />3 <br />9.009.007.5 <br />0 <br />26. <br />5 <br />0 <br />1 <br />1 <br />1 <br />3 <br />3 <br />4 <br />5 <br />5 22.886 <br />7 <br />6 <br />7 <br />2 <br />8 <br />8 <br />9 <br />9 <br />9 <br />9 <br />10 <br />10 <br />11 <br />11 <br />11 <br />11