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-- - --\\- - - - - - - - - - - - - - - - - - - - <br />- --- - - - <br />\ \ NO CURB <br />\ (EDGE OF BITUMINOUS) <br />D312 CONCRETE <br />o CURB & GUTTER <br />o <br />NO CURB <br />(FnGF OF RITIIMIN(1115' <br />-- -- - ---------------- <br />ONLY) <br />o_ <br />D312 <br />- - -_ <br />D312 -I� i <br />•�:-� <br />1 <br />L===---__- <br />---- --_------I ------------- <br />--------� <br />- <br />II II <br />dd <br />® <br />D312 <br />f <br />o <br />CAI <br />- 1 <br />lil ill �x—x—x <br />4 N <br />ll <br />° <br />' <br />/ <br />612 <br />0 <br />x <br />%d <br />o <br />m m <br />ill <br />�O-.._.._.._.._.._p <br />u <br />--- —�� <br />Q <br />/ <br />P <br />o <br />r <br />X—X—X <br />x <br />® <br />• � d <br />J <br />.• <br />L <br />L <br />x <br />®d <br />J <br />r <br />L <br />dd <br />.............. <br />TRANSITION TO ZERO CURB • <br />HT. AT BUIDLING (TYP) <br />r <br />L <br />r <br />x <br />u <br />g <br />r <br />J <br />L <br />W <br />- "Gt <br />W <br />Z <br />I, <br />0' <br />-1 <br />. <br />�•' <br />L <br />L)0 <br />z <br />W <br />x <br />z <br />O <br />J <br />r <br />L <br />OU <br />aw <br />Z (n <br />x <br />J <br />J <br />L <br />Q Q <br />w <br />x <br />II II I; <br />7 <br />J <br />p.-.._.._.a <br />r <br />o� <br />J <br />V) <br />x <br />II a II <br />J <br />r <br />10 L <br />r <br />O <br />� <br />II II II <br />J <br />7 <br />O'..' <br />�•'� L <br />r <br />O <br />x <br />J <br />L <br />CL Q <br />x <br />J <br />L <br />II II III <br />1 <br />J <br />,•'� ._•._.._.._.._.p-•' <br />r <br />L <br />x <br />II II II <br />II II <br />J <br />L <br />x <br />II <br />II II <br />J <br />L <br />II II II <br />J <br />L <br />r <br />x <br />I <br />L <br />MECH ROOM r <br />� L <br />i <br />II II II <br />II II I <br />II III II <br />J <br />��� <br />x <br />V II <br />oV <br />D❑TR <br />li lu <br />II II I <br />L <br />x <br />II II <br />V <br />II I' II <br />1 <br />J <br />r <br />L <br />x <br />II I II <br />III <br />J <br />J <br />PROPOSED BUILDING <br />r <br />x <br />R <br />II <br />I II I <br />'„ <br />FIRST FLOOR ELEVATION 912.00 <br />L <br />L <br />x <br />II <br />II II <br />J <br />PROPOSED BUILDINO <br />L <br />II II II <br />p <br />J <br />402,552 S.F. <br />r <br />r <br />x <br />I <br />II II V <br />J <br />L <br />x <br />V <br />I II I, <br />J <br />r <br />L <br />II II <br />II u I <br />II II d <br />f <br />J <br />r <br />L <br />♦\ <br />\ <br />I <br />II II II <br />II a II <br />I/ <br />J <br />r <br />11 <br />11 <br />H <br />n � <br />U <br />Li <br />U <br />END C&G <br />END PAVEMENT <br />PEDESTRIAN <br />CURB RAMP <br />PROPOSED DRAINAGE <br />AND UTUTY IE�,SFK4EI <br />L <br />r <br />L <br />r <br />L <br />r <br />L <br />r <br />L <br />RECYCLE L <br />TRASH L <br />i <br />L - <br />— <br />EMPLOYEE <br />ENTRY <br />a <br />w <br />ro <br />PEDESTRIAN <br />CURB RAMP <br />-;��l oL <br />0 <br />— — — — — — — — — — — — — — — — — ll -- — — — — — — — — — — — — — — — — — — — — — — — - /z <br />SEE SHEET C3.1 AND C3.2 <br />FOR 21 ST AVENUE CONSTRUCTION <br />cr ' OWNER- REHHEIN PROPERTIES <br />b._.._.._.._..-•a. <br />NO CURB <br />(EDGE OF BITUMINOUS) <br />B612 CONCRETE <br />CURB & GUTTER (TYP) <br />. <br />q. <br />.o • <br />d <br />i <br />i <br />O <br />- COMMERCIAL/MUTLI-FAMILY/ <br />INDUSTRIAL DRIVEWAY <br />(DETAIL GEN-6) <br />i <br />m <br />a._ <br />1.5" WEAR (SPWEB240C) <br />MNDOT 2360 <br />TACK COAT, MNDOT 2357 <br />2.0" BASE (SPWEB240C OR SPNWB230C) <br />MNDOT 2360 <br />9.0" AGG. BASE, CLASS 5 <br />MNDOT 3138 <br />APPROVED GRANULAR SUBBASE AS <br />DETERMINED BY GEOTECHNICAL ENGINEER <br />PAVING SHALL CONFORM TO THE LATEST EDITION OF MNDOT'S STANDARD <br />SPECIFICATIONS FOR CONSTRUCTION AND THE CITY'S STANDARDS FOR STREET <br />AND UTILITY CONSTRUCTION. <br />PAVING SECTION SHALL BE REVIEWED AND APPROVED BY GEOTECHNICAL <br />ENGINEER PRIOR TO ANY INSTALLATIONS - ALSO SEE GEOTECHNICAL REPORT <br />PREPARED BY BRAUN INTERTEC (DATED MARCH 30, 2016) <br />BITUMINOUS - LIGHT DUTY <br />N.T.S. <br />2.0" WEAR (SPWEB440E) <br />MNDOT 2360 <br />TACK COAT, MNDOT 2357 <br />2.5" BASE (SPWEB440E OR SPNWB430E) <br />MNDOT 2360 <br />9.0" AGG. BASE, CLASS 5 <br />MNDOT 3138 <br />APPROVED GRANULAR SUBBASE AS <br />DETERMINED BY GEOTECHNICAL ENGINEER <br />PAVING SHALL CONFORM TO THE LATEST EDITION OF MNDOT'S STANDARD <br />SPECIFICATIONS FOR CONSTRUCTION AND THE CITY'S STANDARDS FOR STREET <br />AND UTILITY CONSTRUCTION. <br />PAVING SECTION SHALL BE REVIEWED AND APPROVED BY GEOTECHNICAL <br />ENGINEER PRIOR TO ANY INSTALLATIONS - ALSO SEE GEOTECHNICAL REPORT <br />PREPARED BY BRAUN INTERTEC (DATED MARCH 30, 2016) <br />BITUMINOUS - HEAVY DUTY <br />N.T.S. <br />6.5" CONCRETE (PLAIN, JOINTED) <br />3A21 (SLIPFORM) OR 3A41 (FIXED -FORM) <br />MNDOT 2301 <br />4.0" AGG. BASE, CLASS 5 <br />MNDOT 3138 <br />APPROVED GRANULAR SUBGRADE <br />(AS DETERMINED BY <br />GEOTECHINICAL ENGINEER) <br />PAVING SHALL CONFORM TO THE LATEST EDITION OF MNDOT'S STANDARD <br />SPECIFICATIONS FOR CONSTRUCTION AND THE CITY'S STANDARDS FOR STREET <br />AND UTILITY CONSTRUCTION. <br />PAVING SECTION SHALL BE REVIEWED AND APPROVED BY GEOTECHNICAL <br />ENGINEER PRIOR TO ANY INSTALLATIONS - ALSO SEE GEOTECHNICAL REPORT <br />PREPARED BY BRAUN INTERTEC (DATED MARCH 30, 2016) <br />CONCRETE PAVEMENT <br />N.T.S. <br />1 /2"R 12" 12" /2"R <br />3/4"/FT. <br />-- — — T <br />vc <br />m d e T r7 <br />ad 0) <br />24" <br />7" WHEN ADJACENT SURFACE IS BITUMINOUS — <br />WHEN ADJACENT SURFACE IS CONCRETE <br />USE SAME THICKNESS AS SLAB. <br />D312 CONCRETE <br />CURB & GUTTER <br />N.T.S. <br />1 /2"R <br />3"R <br />1 �1 /2 R <br />iv 13 3� /4/FT. <br />�a d <br />8" 1 12" <br />NOTE: FOR MECHANICALLY LAID <br />CURB, SHOE MAY BE TILTED. <br />B612 CONCRETE <br />CURB & GUTTER <br />N.T.S. <br />DRAWN BY: DESIGN BY: <br />A.G. A.G. <br />CHCKD BY: J. IN <br />C.W.P. 16-1604 <br />ORIGINAL DATE: <br />MAY 16, 2016 <br />O <br />a -j-j <br />Ll <br />N � <br />o m� <br />N <br />N Lu <br />N C m <br />OWC OUC U <br />m <br />W <br />M <br />3I J�° <br />z 0 M Lij <br />ILIg�aWZ <br />o <br />a�gz— <br />Z <br />CO) m <br />�0 Lu0 <br />Z <br />LU <br />U_ <br />J <br />Q�xQ� <br />L <br />Z <br />Ill OZ In <br />�z0 <br />WmNoo <br />J <br />Q <br />°a04 <br />r <br />O <br />}W>aco) <br />W <br />r <br />MaaW� <br />o <br />=o NW= <br />a <br />a <br />—a L) I... <br />o <br />M <br />W <br />O <br />Z <br />va <br />V+ <br />z <br />� <br />z <br />ItZ <br />a <br />LLJ <br />(� <br />v <br />N <br />Q <br />W <br />LLI <br />Z <br />Z <br />Z> <br />N <br />O <br />W <br />Z <br />V <br />PREPARED FOR: <br />RJ RYAN <br />CONSTRUCTION <br />SITE PLANNING <br />& ENGINEERING <br />PLOWE <br />ENGINEERING, INC. <br />6776 LAKE DRIVE <br />SUITE 110 <br />LINO LAKES, MN 55014 <br />PHONE: (651) 361-8210 <br />FAX: (651) 361-8701 <br />H <br />�I <br />013 <br />Z <br />0 30 60 <br />SCALE: 1" = 60' <br />C1.4 <br />