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\ 1 <br />I <br />LEGEND <br />I <br />LOT 9 I I LOT 10 <br />I <br />I <br />I I <br />1 <br />STA 0+07 STA 1+02 <br />v <br />LOT 11 <br />I I <br />I I <br />LOT 12 <br />— WATERMAIN <br />W=974.5 <br />_ <br />STA 1+79 <br />STA 0+48 <br />—— SANITARY SEWER <br />1 <br />� 8" GATE <br />S-92.2 <br />964.5 <br />I 5-962.2 <br />I <br />W-972.0 <br />I I <br />W 962.5 �� � <br />- <br />> STORM SEWER <br />I <br />I VALVE <br />4' RISER I <br />I <br />5-962.0 <br />I <br />I I <br />5-962.5 i � <br />® 1" COPPER WATER SERVICE 10 <br />/ <br />HAND BOX <br />---___ <br />J <br />I I <br />i <br />® 4" PVC SANITARY SEWER SERVICE �2 <br />L_ <br />I I <br />STA %+%% WYE LOCATION FROM <br />DOWNSTREAM MANHOLE <br />ANGLE WATERMAIN <br />-, <br />��J V�� <br />i <br />LOT 13 W=%%%.% TOP OF CURB STOP ELEVATION <br />1 <br />3 DEGREES <br />STA 0+68 S=XXX.X INVERT ELEVATION OF SEWER SERVICE <br />W-973.0 <br />5=963.0 AT THE 45' BEND LOCATED 5 BEYOND <br />CARSON COURT <br />8 11 25' <br />THE PROPERTY LINE <br />�I <br />L <br />1+ _ <br />2,00 <br />DIP BEND <br />DROP SAN/MH 1 <br />DIP TEE <br />\'- <br />8%6" DIP REDUCER, <br />---------- r - - - - <br />- <br />\ <br />7LF 6" DIP (CL 52), <br />_____ - <br />REMOVE (4) <br />_____ <br />_ <br />- <br />6" GATE VALVE AND <br />BOX AND HYDRANT <br />Y� <br />AN_MH 3 9j <br />BARRICADES <br />\T <br />LOT 14 <br />A <br />' <br />LOT 77 <br />STA 1+24 <br />/ / <br />// /Y <br />L <br />W 58 973. <br />5-963.5 <br />W=971.5 <br />I <br />5=961.5 <br />I <br />I rn I <br />LOT 18 <br />STA 0+24 <br />v I <br />I <br />W-974.5 <br />S=964.5 <br />Y / <br />I <br />3.5' RISER <br />/ Y <br />LOT 16 <br />STA 54 <br />STA+ 0 <br />\ <br />5 <br />5=962.5 1I <br />LOT 15 <br />_ <br />I STA �973.5 <br />�\ , SCALE w F>• <br />SHEET SHEET <br />8 5=963.5 <br />O <br />980 <br />�' <br />980 GENERAL NOTES: <br />1. WATER SERVICE SHALL BE CONSTRUCTED <br />z vom N N <br />O� <br />ON A SOLID SHELF WITH A CLEAR <br />HORIZONTAL DISTANCE OF 12 INCHES FROM <br />e I II �i <br />n II m <br />m <br />THE SEWER SERVICE. THE BOTTOM OF THE <br />975 <br />- - <br />^ <br />z QON <br />% <br />Flo <br />975 WATER SERVICE SHALL ALSO BE <br />IIvI`v <br />z <br />z <br />II? <br />CONSTRUCTED AT LEAST 12 INCHES ABOVE <br />v <br />_ <br />THE TOP OF THE SEWER SERVICE. <br />CONNECT TO <br />viva <br />REFERENCE NOTES: <br />970 <br />EXISTING 8" <br />a"'. <br />g]p �1 CONSTRUCT WATER SERVICE PER CITY <br />DIP WATERMAIN <br />_ <br />STANDARD PLATE NO. 3403. <br />��— <br />332LF 8" DIP <br />(CL 52) <br />22 CONSTRUCT SANITARY SEWER SERVICE PER <br />7.5' MIN <br />WATERMAIN <br />CITY STANOARO PLATE N0. 4007 OR NO. <br />4008. ALL REQUIRED SERVICE BENDS <br />965 SHALL BE INCIDENTAL. CONNECT TO SEWER <br />MAIN WITH AN 8"X4" PVC WYE. <br />CONSTRUCT MANHOLE PER CITY STANDARD <br />113LF 8" PVC (SDR 35) <br />® 0.50% <br />PLATE N0. 4000. <br />960 <br />187LF 8" PVC (SDR 35) ® 0.50% <br />(4) CONSTRUCT HYDRANT PER CITY STANDARD <br />960 PLATE NOS. 3401 AND 3402. <br />CONNECT TO <br />�5 VERIFY INVERT PRIOR TO CONSTRUCTION. <br />EXISTING 8" PVC <br />© CONSTRUCT MANHOLE PER CITY STANDARD <br />955 <br />SANITARY SEWER <br />''INV=952.140s <br />PLATE NO. 4004. <br />955 <br />950 <br />— <br />950 <br />945 <br />945 <br />M <br />ry ii mod <br />mY <br />w <br />940 <br />a <br />a <br />m <br />94o <br />0 <br />1 <br />2 <br />3 <br />4 <br />DATE <br />REVISION <br />— I- <br />d:, Y9"P rvs"" ad Yna, <br />mar, <br />rSANITARY <br />SEWER AND WATERMAIN=m <br />,. ""i— <br />�TAE <br />RUM RIVER <br />HILLSIDE ESTATESCONSTRUCTION <br />PLAN <br />MssSrn <br />W'oa�alacINaeesTWELFTH <br />ADDITION <br />CARSON COURT <br />. <br />ERAIc d CH M. P.E.z3as1 <br />Na. <br />�c�d <br />�� `". "' �"' _�°� <br />CITY OF ELK RIVER, MINNESOTA <br />H� <br />