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1 \ 1 <br />\ 8"X6" DIP TEE, \\ 1 II 1 LOT 8 LOT 9 <br />\ 19LF 6" DIP (CLVALVE <br />AND' \ 1 <br />\ LOT 7 I STA 2+62 STA 0+57 <br />\ 6" GATE VALVE AND \ / <br />1 BOX AND HYDRANT 4) \1 \ STA 4.5 S=964.0 S=9 5.2 <br />1 \ S- 9 4.5 1 5=954.7 5=955.2 <br />1 1 \ 5=954.5 I I I I I <br />I I <br />6 1\ LOT 6 1 \\ ----J L-__------ _ , <br />£ \ STA 0+81 \ 1 J L______-_- n / _� <br />- 8"X6" DIP REDUCER, <br />Z \ W=968.0 \ 1 ---- _-----J - _ 7LF 6" DIP (CL 52), <br />N \ 5-958.0 \ 1 6" GATE VALVE AND <br />\ 3' RISER \ 1_- BOX AND HYDRANT <br />\\ 8" GATE <br />VALVE <br />t 11 AND BOX SAN/MH 4 9+ / \ <br />195TH AVENUE � \ <br />- « - <br />__ SAN/MH 5 I <br />1jx0 <br />I <br />1 I - <br />1 1 LOT 3 1 I \ <br />r- L 11 LOT 4 STA 0+79 \ <br />STA 2+40 W=963.0 1 1 L \ <br />�\ \ \ \ W=963.5 5=954.8 1 1 \ <br />5 LI 1 5=954.4 <br />\ \ STA 1+49 1 \ 1 1 \ \ <br />1 \ \ =9 0 6. S 1 \ 1 1 OT 2 <br />\ 1 <br />r-_--_ RE 3 1 \ \ \I 1.5' RISER 1\ 11 I STA 1+59 \\ 1 <br />-�1 1 V A LOT 6 1 A I W=965.0 �1 -----' 1 A\ <br />11 II BARRICADES \ \ SA96+69 1 11 \ 1\ +` 1 i 5=955.5 i LOOT STA 2+01 \ \ <br />1 \ \ 5=958.2 1 \ \ \ 1 I I W=965.5 1 <br />II 11 \\ 1 3' RISER \ \\ \ \� 20 I I I 5=956.241 <br />\ <br />I <br />GENERAL NOTES: <br />LEGEND <br />1. WATER SERVICE SHALL BE CONSTRUCTED ON A SOLID SHELF WITH A CLEAR HORIZONTAL DISTANCE OF 12 <br />- - WATERMAIN <br />INCHES FROM THE SEWER SERVICE. THE BOTTOM OF THE WATER SERVICE SHALL ALSO BE CONSTRUCTED <br />AT LEAST 12 INCHES ABOVE THE TOP OF THE SEWER SERVICE. <br />- SANITARY SEWER <br />REFERENCE NOTES: <br />> STORM SEWER <br />1� CONSTRUCT WATER SERVICE PER CITY STANDARD PLATE NO. 3403. <br />® 1" COPPER WATER SERVICE 10 <br />975 <br />2) CONSTRUCT SANITARY SEWER SERVICE PER CITY STANDARD PLATE NO. 4007 OR NO. 4008. ALL REQUIRED <br />® 4" PVC SANITARY SEWER SERVICE �2 <br />SERVICE BENDS SHALL BE INCIDENTAL. CONNECT TO SEWER MAIN WITH AN 8"X4" PVC WYE. <br />STA X+XX WYE LOCATION FROM <br />1)CONSTRUCT MANHOLE PER CITY STANDARD PLATE NO. 4000. <br />DOWNSTREAM MANHOLE <br />4) CONSTRUCT HYDRANT PER CITY STANDARD PLATE NOS. 3401 AND 3402. <br />W=XXX.X TOP OF CURB STOP ELEVATION <br />970 _ <br />(5 VERIFY INVERT PRIOR TO CONSTRUCTION. <br />S-XXX.X INVERT ELEVATION OF SEWER SERVICE <br />OO <br />AT THE 45' BEND LOCATED 5' BEYOND <br />THE PROPERTY LINE <br />965 <br />\ o l l w 3 <br />7.5' <br />MIN - - <br />960 <br />483LF 8" DIP (CL 52) <br />- <br />WATERMAIN <br />1.5 MIN <br />955 <br />CONNECT TO EXISTING <br />208LF 8" PVC (SDR 35) ®0.40% <br />8" DIP WATERMAIN 216LF B" PVC (SIR 35) ® 0. <br />975 <br />�7 <br />it 970 <br />Z om� <br />965 <br />960 <br />955 <br />950 <br />950 <br />CONNECT TO EXISTING <br />945 <br />8" PVC SANITARY SEWER <br />INV=952.64 (]5 <br />LOWER WATERMAIN (INCIDENTAL) <br />945 <br />m b <br />mb <br />� <br />940 <br />m <br />a <br />a w <br />m <br />940 <br />5 6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />11 <br />DATE <br />REVISION <br />Tlil" <br />m° PE°\ "'P rvs°° ad \ °\ <br />mar, <br />R rAE <br />r� <br />SANITARY SEWER AND WATERMAIN <br />�g� <br />o ,n, dbly f°=", „ „, I°,= <br />Mss <br />RUM RIVER � <br />HILLSIDE ESTATES <br />CONSTRUCTION PLAN <br />lTSs WYORSa�aleGIN S <br />TWELFTH ADDITION <br />195TH AVENUE <br />Dale 37i a7��RAI d HUM. P.E. 23461 <br />Na. <br />cJd <br />�"""°� <br />CITY OF ELK RIVER, MINNESOTA <br />H� <br />