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• <br />1 <br />METAL DU'IPSTER <br />EXTERIOR FACE TO <br />MATCH BUILDNG <br />S' CMJ LW FACE BRICK.--- <br />CONTROL JOINT <br />FOOT2r -5 SEE STRUCAL <br />4' CONCRETE SLAB <br />I' <br />PLAN <br />TRASH ENCLOSURE <br />F- --ROSE COLOR FIELD BRIOG <br />Z <br />FOOTINGS SEE STRUCTURAL <br />• <br />L J <br />REAR ELEvATION <br />(-- PREFNISHED METAL <br />CAP FLASHNG UNITE <br />DOGEARED PLASTIC <br />WOOD SLATS ON 2X4 <br />PLASTIC WOOD STRICTURE <br />3)V HEAVY DUTY LATCH <br />AND LOCK <br />CONTNOU5 NNGE <br />ALL DOORS <br />TAPER CURB TO DRNE <br />LEVEL N FRONT OF ENCLOSURE <br />(____—.4---- FOOTNGS SEE STRJCTURA- <br />H J 1 <br />L J <br />FRONT ELEVATION <br />I/4' • 1' -0' <br />TO' BANK <br />PAN NO <br />O <br />ADDITIONAL SIGN FACES <br />RFBANIC, <br />4 <br />TRAFFIC SIGNS <br />7CFBANK <br />TQ BARK <br />2' -6. <br />BURGUNDY <br />MATTE UNITE vINYL <br />SILVER GREY VINYL. <br />BLACK REFL. vINYL LETTERING <br />SIGNAGE BY OTHERS <br />COORDINATE BY G.C. <br />FOOTINGS BY SINAGE CONT. <br />V2' • I. -0' <br />FLAG POLE DETAIL <br />SLOPE ENDS OF ISLAND <br />MINUS 3' AT EACH END. <br />BOLLARD <br />FLEXIBLE GLO POST. COLOR, YELLOW <br />6' ABOVE DRIVE / 5L <br />TO 3' AT ENDS <br />B AN< EQUIPMENT <br />VERIFY LOCATION <br />LW EQUIP. SUPPLIER <br />BOLLARD <br />FLEXIBLE 04.0 POST. COLOR. YELLOW <br />DETAIL OF DRIVE -TNRU ISLAND <br />SIM. <br />I/4' • I' -0' <br />BROOM FINISH SURFACE OF RAMP. <br />SEE CIVIL PLANS FOR DETAILS. <br />5' -0' X 4' -0' X <br />5' -0' <br />DETAIL I-ICF CURB CUT <br />I/4' • I' -0' <br />5 DIA. ALUM. BALL <br />NOTE. SEE ELECTRICAL <br />PLAN FOR FLAGPOLE <br />LIGHTING REQUIREMENTS. <br />PROVIDE LIGHTS ON <br />PHOTOCELL TO LIGHT <br />FLAG AFTER HOURS. <br />CONE STYLE ALUM. POLE <br />FINISH SIM TO 260 <br />ALUM. COLLAR <br />CAULKING <br />GRADE <br />U.EDGE5 <br />DRY SAND <br />ccNc. <br />ALUM TUBE <br />WEDGES <br />LIGHTNING PROTECTION <br />I/2' • 1' -0' <br />IRON FENCE WITH 1' 50. PICKETS • <br />M EACH ROW. PROVIDE I' <br />X 3' RAIL TOP AND BOTTOM <br />MASONRY WALL <br />4 <br />FENCE DIAGRAM <br />Am 1' • l' -0' <br />8,_0' <br />' -0 <br />41t/ <br />■ xnnanw <br />IIIIIIIIIIIIIIII611NIIIIIIIIIIIIIIIIIIIIIIIIIIIIIltIII6II60111II <br />IIIIIIIIIIIIIIIIIl111611I11I1111111111111111111111111111111111111111111 <br />L <br />ROAD SIGN <br />PRECAST STONE CAP <br />ACCENT CRJCIC <br />BRICK <br />5GNAGE BY OWNER <br />VERIFY WITH OWJER FOR <br />EXACT SIGN INFORMATION <br />FONTS, SIZES, ETC. <br />VERIFY W/ SHOP DRAWINGS <br />BEFORE CONSTRUCTION. <br />I/4' • 1' -0' <br />4-7"1 <br />�.r <br />DETAIL <br />11/2' • l' -0' <br />PROVIDE CAULK JOINT AT <br />EDGE OF BRICK <br />TREATED 2 X 12, ANCHOR BOLT <br />TO BLK 5/6'4 2' 0L. PROVIDE <br />CONT. HINGE TO DOOR <br />100 north sbdh street <br />suite 650c <br />rrdrsleapols, mn <br />55403-1594 <br />T 612 339 2257 <br />F 512 349 2930 <br />www.shealInk.com <br />«mYe•pdb» «ro•Jme» <br />client: <br />TCF FINANCIAL <br />CORPORATION <br />801 MARQUETTE <br />MINNEAPOLIS,MN <br />project title: <br />TCF BANK <br />BRANCH BANK <br />LINO LAKES <br />MINNESOTA <br />sheet title: <br />SITE DETAILS <br />• <br />prolect no.: 55126.00 <br />scale AS SHOWN <br />drawn by MN <br />checked by: MK <br />tsarn captain: MK <br />date: <br />no. date Issued for <br />I hereby certify that tide plan specincafbn <br />or report Was prepared by me or Wider <br />my direct supenislon and that I am a <br />duly lecistered architect under the law of <br />the state or. MINNF' " <br />date: reo no 21565 <br />A012 <br />.I <br />i, <br />;,'-, <br />: <br />RECYCLING <br />AREA ASPEN <br />MSBC 600.4100 <br />V <br />1` <br />`: <br />�� <br />11 <br />Py� <br />I 1 <br />r3' -0'li <br />w <br />E3' -0' 1' <br />I I^ <br />I4'-3' <br />I' <br />PLAN <br />TRASH ENCLOSURE <br />F- --ROSE COLOR FIELD BRIOG <br />Z <br />FOOTINGS SEE STRUCTURAL <br />• <br />L J <br />REAR ELEvATION <br />(-- PREFNISHED METAL <br />CAP FLASHNG UNITE <br />DOGEARED PLASTIC <br />WOOD SLATS ON 2X4 <br />PLASTIC WOOD STRICTURE <br />3)V HEAVY DUTY LATCH <br />AND LOCK <br />CONTNOU5 NNGE <br />ALL DOORS <br />TAPER CURB TO DRNE <br />LEVEL N FRONT OF ENCLOSURE <br />(____—.4---- FOOTNGS SEE STRJCTURA- <br />H J 1 <br />L J <br />FRONT ELEVATION <br />I/4' • 1' -0' <br />TO' BANK <br />PAN NO <br />O <br />ADDITIONAL SIGN FACES <br />RFBANIC, <br />4 <br />TRAFFIC SIGNS <br />7CFBANK <br />TQ BARK <br />2' -6. <br />BURGUNDY <br />MATTE UNITE vINYL <br />SILVER GREY VINYL. <br />BLACK REFL. vINYL LETTERING <br />SIGNAGE BY OTHERS <br />COORDINATE BY G.C. <br />FOOTINGS BY SINAGE CONT. <br />V2' • I. -0' <br />FLAG POLE DETAIL <br />SLOPE ENDS OF ISLAND <br />MINUS 3' AT EACH END. <br />BOLLARD <br />FLEXIBLE GLO POST. COLOR, YELLOW <br />6' ABOVE DRIVE / 5L <br />TO 3' AT ENDS <br />B AN< EQUIPMENT <br />VERIFY LOCATION <br />LW EQUIP. SUPPLIER <br />BOLLARD <br />FLEXIBLE 04.0 POST. COLOR. YELLOW <br />DETAIL OF DRIVE -TNRU ISLAND <br />SIM. <br />I/4' • I' -0' <br />BROOM FINISH SURFACE OF RAMP. <br />SEE CIVIL PLANS FOR DETAILS. <br />5' -0' X 4' -0' X <br />5' -0' <br />DETAIL I-ICF CURB CUT <br />I/4' • I' -0' <br />5 DIA. ALUM. BALL <br />NOTE. SEE ELECTRICAL <br />PLAN FOR FLAGPOLE <br />LIGHTING REQUIREMENTS. <br />PROVIDE LIGHTS ON <br />PHOTOCELL TO LIGHT <br />FLAG AFTER HOURS. <br />CONE STYLE ALUM. POLE <br />FINISH SIM TO 260 <br />ALUM. COLLAR <br />CAULKING <br />GRADE <br />U.EDGE5 <br />DRY SAND <br />ccNc. <br />ALUM TUBE <br />WEDGES <br />LIGHTNING PROTECTION <br />I/2' • 1' -0' <br />IRON FENCE WITH 1' 50. PICKETS • <br />M EACH ROW. PROVIDE I' <br />X 3' RAIL TOP AND BOTTOM <br />MASONRY WALL <br />4 <br />FENCE DIAGRAM <br />Am 1' • l' -0' <br />8,_0' <br />' -0 <br />41t/ <br />■ xnnanw <br />IIIIIIIIIIIIIIII611NIIIIIIIIIIIIIIIIIIIIIIIIIIIIIltIII6II60111II <br />IIIIIIIIIIIIIIIIIl111611I11I1111111111111111111111111111111111111111111 <br />L <br />ROAD SIGN <br />PRECAST STONE CAP <br />ACCENT CRJCIC <br />BRICK <br />5GNAGE BY OWNER <br />VERIFY WITH OWJER FOR <br />EXACT SIGN INFORMATION <br />FONTS, SIZES, ETC. <br />VERIFY W/ SHOP DRAWINGS <br />BEFORE CONSTRUCTION. <br />I/4' • 1' -0' <br />4-7"1 <br />�.r <br />DETAIL <br />11/2' • l' -0' <br />PROVIDE CAULK JOINT AT <br />EDGE OF BRICK <br />TREATED 2 X 12, ANCHOR BOLT <br />TO BLK 5/6'4 2' 0L. PROVIDE <br />CONT. HINGE TO DOOR <br />100 north sbdh street <br />suite 650c <br />rrdrsleapols, mn <br />55403-1594 <br />T 612 339 2257 <br />F 512 349 2930 <br />www.shealInk.com <br />«mYe•pdb» «ro•Jme» <br />client: <br />TCF FINANCIAL <br />CORPORATION <br />801 MARQUETTE <br />MINNEAPOLIS,MN <br />project title: <br />TCF BANK <br />BRANCH BANK <br />LINO LAKES <br />MINNESOTA <br />sheet title: <br />SITE DETAILS <br />• <br />prolect no.: 55126.00 <br />scale AS SHOWN <br />drawn by MN <br />checked by: MK <br />tsarn captain: MK <br />date: <br />no. date Issued for <br />I hereby certify that tide plan specincafbn <br />or report Was prepared by me or Wider <br />my direct supenislon and that I am a <br />duly lecistered architect under the law of <br />the state or. MINNF' " <br />date: reo no 21565 <br />A012 <br />