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ti I t <br /> - 0 �s <br /> e <br /> z <br /> 22 PARKING SETBACK (TYPICAL - <br /> q <br /> 1.5'MNDOT 2331,TYPE AI,WEAR p <br /> 8 I 20 MNDOT 2331,TYPE 31,NON-WEAR L <br /> f MNDOT 3138,CLASS 5,100%CRUSHED QUARRY ROCK mm �I 1 <br /> 17 STALLS 0 9'=153.00 COMPACTED GRANULAR SUBGRADE Tn 0`n3 ml i <br /> I PAVEMENT SECTION VICINITY MAP W g$= <br /> NOT TO SCALE NOT TO SCALE 3 .fl l , <br /> Gi <br /> 11270 I 9j I h Q W 2 <br /> 35.00 - .. <br /> o <br /> 10.00 1 ��., <I P✓ � K � � -__ � 1 I <br /> - -.. 20. I OBONARD LADDER <br /> r 5.47 2 <br /> L __________ 7.25_ <br /> r �ML <br /> "s to r Er�f <br /> .00 21,00 10.00 17.63 3.17 <br /> uw <br /> 8 m N <br /> wl _ TYPE B-612 CONCRETE CURB & GUTTER VALLEY GUTTER DETAILS gEe. <br /> OWNERS: I I (n Y _ - I� NOT TO SCALE _ <br /> EOUDTOx PROPERTIES n NOT TO SCALE - u <br /> wLL_ ml 7 SITE INFORMATION "a = <br /> aFTPAp b°P• o <br /> I c,E ATWw _L EC <br /> W A—A� <br /> ci <br /> twro OaRM@BYFw�wLYUq a.a m <br /> In II .Arn em+m.oEnrw.00atoeNU.m a.lw ® �..� <br /> 10.00 I <br /> QMT 'Cf °Q I m i = LAw am n,rmen NaclluaxNO W.R ,.,Ta N <br /> \`- O s I I A«o PARKING SUMMARY �_ <br /> r <br /> `D Lri � s � � - —J TDnFmWP.,gp ,rnAL <br /> z <br /> .oARn <br /> "�----- — —G—x-- — ----- - ,OInL OnSPOR.W <br /> W <br /> I � � <br /> g$ <br /> 0 °Q <br /> c _ <br /> J NOTES <br /> g O I i °, I µBAG PLAN USED IS A BOUNDARY SURVEY BY BROWN HERKENHOFF DAZED JANUARY}I,100E COMBINED WM TOPOGRAPIaC SURVEY BY MIDWEST LANG SURVEYORS <br /> D CIVIL "GAL R5,INC..IN APRIL 2002. <br /> -7---- --------------------------------------- <br /> 3.UTILITIES ACG LOCAl1lTA SNOW!ARE MPROxIMATE ONLY.CONTRACTOR SHILL LONi1RN LOCATIONS AND ELEVATIONS OF ALL EXISTING U11U11ES CONTRACTOR SHALL <br /> 16.1 CONTACT GOPHER STATE ONE-UlL <br /> 19.33 19.00 24.00 <br /> — '� ,- - }.ALL wRSmucnoN SHALL CONFORM To ME sTANOARO vEacic•no"s of SAINT ANTHONY Nuwcc <br /> g 4.E%ISTING BUILDINGS,PAVEMENTS,CURBS,ETC..ARE TO BE REMOVED BY OTHERS PRIOR TO COMMENCEMENT OF ME PROPOSED CONSTRUCTION SHOWN. <br /> 27.fi9 10.001 72.46 m <br /> - 5,ALL NICN DENSITY POLYHEYLENE(HOPE)PIPE SHALL BE DOUBLE-WALLED,CORRUGATED ExTERIOR,SMOOTH INTERIOR,CONFORMING TO MNDOT 3147. <br /> 2677 <br /> a 6.ALL AFTNFOftfFD CONCRETE PIPE(RCP)SHALL CONFORM TO LINDOT 3236,MINIMUM CLASS}. <br /> u I I- <br /> 7 DIMENSIONS TO CURBS ARE TO ME FACE OF CURB.ALL RADII ARE TO BAOC OF CURB UNLESS LABELED OMERWSE, <br /> Z <br /> J I LEGEND a <br /> GRAPHIC SCALE i U) J W <br /> ui <br /> I <br /> EXISTING PROPOSED a y <br /> I I <br /> ( <br /> IN FEET 7 I WTO.� CONTOURS <br /> I Inch 20 (L <br /> I SPOT ELEVATION ..., <br /> SANITRAY SEWER PIPE <br /> I <br /> MANHOLE z O o <br /> 0 <br /> o <br /> I K 7 STALLS 0 9'=63.00' 13.00 11.00 I WATERM AIN PIPE <br /> I I <br /> 10.00 o HYDRANT b Z Y <br /> 2000 <br /> VALVE N Q <br /> UL <br /> STORM SEWER PIPE - N <br /> I— — <br /> 25-00 I - CATCH BASIN N <br /> - BUILDING LL. - W P om <br /> v S=OD`c <br /> —__—__ - �-� CURB m - <br /> __ <br /> CONCRETE SURFACE _ m� <br /> - - - - - - - - - - - - - - n ` ' cc m sc <br /> SILT FENCE W`o L`v'm <br /> y pg I ROCK DAM CONSTRUCTION ENRANCE <br /> S� I �oF 7_mo <br /> V <br /> -------------------------------------------------------- --I <br /> W A I I F NI T R A NI ( F i II 5""' C1 <br /> FOR REVIEW ONLY - NOT FOR CONSTRUCTION <br /> OF 3 SHEETS <br />