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r <br /> I 0 <br /> I I 1. DD A­5*TTIENON KONG 3. <br /> E INTENDED TENGE EINE <br /> I 2 ADi�BAQ SIDE 0'TKNCH ep51 L��j <br /> . •1_ wNU mE ALONc THE rwtt I Op <br /> N AND eAar ru �G L <br /> 1. , s o <br /> 944.30 _ ________-__-__ 2 <br /> ;FEE 9! BO 1 / 2� <br /> 943.65, ONDm"ED� f 7.25' dl <br /> I \\//, \! n <br /> 43.5 4] <br /> 943.75 I VALLEY GUTTER DETAILS E I <br /> I g I TYPICAL SILT FENCE INSTALLATION <br /> NOT ro SCALE �/} <br /> NOT TO SCALE W a <br /> K94.I6 943.09 of Q qpq 3: a E <br /> 4 75 4 16 ° NHi ,O <br /> " <br /> 913.75 94 6 <br /> 4y.y} 942.66 4 I� / <br /> 9 F73 Ili. <br /> GF. <br /> 94228 842.05 Ic Sv�FP <br /> o <br /> 943.H 4 <br /> O 94. <br /> 9U.90 127 <br /> 943.4 94}.43 <br /> 6 YiN. <br /> K B-Y- <br /> 43.7 <br /> Oo <br /> 1'-2'WASHED <br /> OWNERS: I --_ I•, . ROTic AGCAEGAlE LT7. `E e <br /> EOWaOX PROPERTIES I K __ ouN <br /> 3 ROCK ENTRANCE DETAIL _ <br /> I NOT ro WALE <br /> bi <br /> E <br /> 44q ':. 940.63 MATCH) I~ J°8 z° <br /> 94}.gp ILL. 10'•TAPERED I ❑ 940.1± : r <br /> u <br /> 'CURB 4130 J eav= <br /> 943.50 CB 4 _ I _ o` c g <br /> V), 4 \RIM 940 <br /> ,1 MV 936. 9 .3 MATCH) <br /> 943. 4400.-_'•-.- 943.60 41.36 <br /> 27 DEPRESSED CUR 1 '.910.86 <br /> _ Lc) 40 l <br /> 0 0402 It 12'RCP NOTES:Q N <br /> o o_ . <br /> I CJ ED 94263 v v 1. BASE PLAN USED IS A BOUNDARY SURVEY BY BROWN HERKENHOFF DATED MARCH 12, 2000, COMBINED WITH TOPOGRAPHIC O <br /> I w 41 - I SURVEY BY MIDWEST LAND SURVEYORS AND CIVIL ENGINEERS. INC.. IN APRIL 2002. <br /> Z 10'TAPERED CB-3 3 CURB TAPER(TYPICAL) > IJ <br /> CURB I M 941.10 I 2. UTILITIES LOCATIONS SHOWN ARE APPROXIMATE ONLY. CONTRACTOR SHALL CONFIRM LOCATIONS AND ELEVATIONS OF ALL <br /> INV.937.84 EXISTING UTILITIES. CONTRACTOR SHALL CONTACT GOPHER STATE ONE-CALL. <br /> 1.3 S .DD v 941.0±MATCH) <br /> Z [C I � '��� I 3. ALL CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF SAINT ANTHONY VILLAGE. <br /> 4. EXISTING BUILDINGS, PAVMENTS. CURBS, ETC_ ARE TO BE REMOVED BY OTHERS PRIOR TO COMMENCEMENT OF THE Q Z <br /> ---I 941.1±MATCH) -- <br /> PROPOSED CONSTRUCTION SHOWN. Z <br /> I W Q __- 1 940.6± <br /> 943.92 i___------------- ------ -- - -- ------------ --- - -- -------_---------__--_--_-_-_--____-° 5. ALL HIGH DENSITY POLYTHEYLENE (HDPE)PIPE SHALL BE DOUBLE-WALLED, <br />CORRUGATED EXTERIOR, SMOOTH INTERIOR, a aJ <br /> J <br /> - _ -- ,.�-,.. I�•� CONFORMING TO MNDOT 3247. <br /> K <br /> Lu <br /> �. o 6. ALL REINFORCED CONCRETE PIPE (RCP)SHALL CONFORM TO MNDOT 3236. MINIMUM CLASS 3. (43 J <br /> 3,64 I I Z <br /> 4.00 <br /> w LEGEND } Z <br /> EXISTING PROPOSED Z (s Z <br /> Z 0 <br /> GRAPHIC SCALE 9433D I V J CONTOURS ��---- I j Q <br /> o 4 9B - SPOT ELEVATION <br /> 94.4' CL C9 W <br /> ( 1 $ SANITRAY SEWER PIPE - - �- <br /> 1 Inch- 2 20 IL <br /> 0 <br /> 94 90 4 1 MANHOLE <br /> 912.70 ' <br /> 944.29 0. WATERMAIN PIPE <br /> I <br /> Z <br /> 94247 -1 ; I HYDRANT - b Q o° <br /> RIM 94 , <br /> - - 937.54 " VALVE <br /> LOOS Z Y n <br /> T - STORM SEWER PIPE <br /> / L ) <br /> 4 I CATCH BASIN ;, ® _ <br /> 48 U`±18'HOPE - , (n m > <br /> 4Y <br /> 00.40% _ BUILDING Y .m.. <br /> 4 1.00A 4 7 LL W o 0 <br /> 4 I ._. CURB <br /> SEDIYEN iA00N TRUCTURE - _ _ - ° <br /> SEE o <br /> o� <br /> =22 LF±18'HOPE wg c,..a <br /> _ _ _ _ <br /> 3'CURB TAPER 00.40% 3'' <br /> SILT FENCE SF fir <br /> o v _ _ ;. CONNECT l0 EXISTING W.L t_'- <br /> -/ 4 (MATCH) CATCH BASIN-INL 931.35 J mph <br /> ROCK DAM CONSTRUCTION ENRANCE <br /> (MATCH) p... .2 Y ° <br /> M A L L E N T R A N C E SHEET <br /> FOR REVIEW ONLY - NOT FOR CONSTRUCTION C2 <br /> Of 3 SHEETS <br />