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\5� <br />EXIST. <br />5' <br />0. <br />12" PLU <br />A <br />1 <br />MH 4 <br />4\ <br />\ A <br />F1 <br />h K �pp <br />Nip <br />a <br />40 <br />oo ~ <br />El <br />amB <br />z <br />0- <br />O <br />CC <br />W <br />w <br />\ U <br />5 <br />1 ( \ \\ \\ ■ <br />L■ <br />) i 1/ i I \ " <br />▪ ■ <br />I \ \ <br />- <br />■ <br />\ \,I \ \ \ \ ▪ \. ▪ \— - -- \ // <br />. \\ \ \\ \\ \ \ \\ - _ - - -- —\I \) II / /// <br />\ \ \ \ ` \ \\ 1 1 1 / / <br />\ \\ \ \ \ \�\ \ \ \ \\ I 1 1 1 1 <br />\ \ \ - -____ 1 1 1 1 I <br />e <br />I� \ \ \ \I (� \ \ \ \ 1 �aOiri I 1 I I I <br />\ \\ �6+\\ N 1 1 1 I zoenm I 1 I <br />I \ l 1 1 1 x� I I I I <br />I� 1 \ \. \N.--- .) / 1 1 1 _ La ...--•= I C I I 1 <br />NOTES __ n n n I I I <br />1. ALL WATERIAIN SHALL BE DUCTILE IRON, CUSS 5Z NTH 7.5 FOOT MINIMUM COVER. <br />2 ALL SANITARY SEWER PIPE SHALL BE PVC ASTM 3034 SDR 35 UNLESS ()INDORSE INDICATED. <br />3. WATER SERVICES SHALL BE Y TYPE K COPPER. <br />4. SANITARY SERVICES SHALL BE 4' PVC SDR 35. <br />S F THE CONTRACTOR %COUNTERS ANY DRAIN DIE Wi1NN THE SITE HE OR SHE SHALL NOTIFY THE <br />ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE 111E UNE IS ACTIVE NO ACTIVE DRAIN TILE <br />SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. <br />CO <br />0 <br />C) -1/32 BEND <br />w" <br />0 <br />LJ <br />Z <br />Wig <br />O m rn <br />=N m <br />R <br />to <br />W O 2 <br />O <br />W <br />3 <br />z <br />PHEASANT RUN SOUTH <br />0 50 100 <br />SCALE IN FEET <br />900 <br />895 <br />890 <br />885 <br />880 <br />EX: 14H 'T <br />898 :29 <br />M1+ 2 <br />900.65 <br />PROPOSED GRADE <br />NH :3 <br />898:22........ <br />m)- <br />. 0 . <br />O <br />YAH4 <br />0 -- <br />12` RCP <br />01PAKA -1E1HA IN <br />WA <br />3' /C- 6'- REP -1105. CUt/ERT <br />214 - tF -- 6- -R\/G <br />SDR 5 :0 :(190%. <br />PVC . . <br />51)R :35: 9: 0.803...1. . <br />SD -Lf- OF :Ni : tASUI4 • <br />FOR :SANITARY' <br />FORCZM IN - (FlL(J:D <br />- WITH+ SAND) <br />'15 "-RCP <br />2 "- HOPE. SANITARY- FOROEMAIN <br />ORE-0RIf -EXISTING-MH <br />875 <br />50 <br />L'F 12". CASING <br />FOR-WATERMAIN <br />............... <br />900 <br />895 <br />890 <br />885 <br />8' OIP WA tJ1MAIN <br />- - - - (FILLED- win- SAND <br />PROVIDE RODS <br />AS NECESSARY <br />01 ...... <br />m <br />n <br />P. <br />03 <br />n <br />R <br />.o <br />N <br />vs <br />03 <br />m <br />1 +00 2 +00 3+00 <br />THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS I5 A U1U1Y OUAUTY LEVEL D. THIS CNAUTY LEVEL WAS DETERMINED ACCORDING TO THE GUDEUNES OF UTASCE 38-OZ TITLED <br />'STANDARD GUIDELINES FOR THE COLLECTOR AND DEPICTION OF EASING SUBSURFACE UTUTY DATA THE CONTRACTOR AND /OR SUBCONTRACTORS SHALL DETERMINE THE ESACT LOCATION OF ALL <br />ExISTING UTLITES BEFORE CCMMENCIIG WORK, BY CONTACTING 1HE NOIHICATION CENTER (GOPHER STATE ONE FOR MDWIESOTA). TIE CONTRACTOR AND /OR SUBCONTRACTOR AGREE TO BE FULLY <br />RESPONSIBLE FOR ANY AND ALL DAMAGES, 411401 MIGHT BE OCCAOCNED BY M5 OR NCR FAILURE TO E%AC1OY 1 DN.0(0 AuD eocus.c ..." 111,1 ..1111.- .......--- -....- <br />4+00 5+00 <br />6 +00 <br />7 +00 8 +00 <br />9 +00 10+00 <br />880 <br />875 <br />......... <br />L 1 :4 <br />2006 <br />i � e Y. 09= LINOS LAKES <br />✓ <br />0 <br />0 <br />0 <br />m <br />U <br />m <br />0) <br />2 <br />License # 21816 <br />O <br />SHEET NUMBER ( REV. <br />