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« �CD/MN ;6; <br />rN <br />(W)IN0 as=a, <br />(3E)INV-8E1.42 <br />°/NN „, <br />46- aoR_3z« <br />(4)INV.86z,3° <br />Oa/MN #_ <br />(NW)INV=861.37 <br />0a/MN ,3a <br />_ «s <br />(Nw)INLRV= <br />(SE)INV.60.67 <br />% <br />3AN/MN „100 <br />RIMa95 <br />NV=ase.,a <br />,E,INV-°sa.°e <br />« 3AN/MII,4 <br />w,33, <br />(oo�art TO% <br />CONER /0 ITAR <br />D_P <br />Nss <br />/ <br />,s <br />FE�° <br />aTa Da«;u;�s°.°z <br />=TM/EH#aa <br />DTE <br />TE <br />i/NH e3.. <br />DD .. R—z5,3)—. <br />— �D/MN ea_ <br />SEWER/STRUCTURESGENERAL NOTES: <br />1. ALL STORM SECTIONS PERNOT STANDARD PLATES aozo AND mvz.2. MAINTAIN A MINIMUM OF 7.5' OF COVER OVER THE WATERMAIN. <br />3. DIP WATERMAIN SHALL DE CLASS 52. <br />4. PVC SANITARY SEWER SHALL BE SDI, 35. <br />REFERENCE0DE STUB SHALL <br />© o STUB SHALL BE VERIFIED <br />© I0 MANHOLE SHALL 8E VERIFIED A, T0E <br />©CONSTRUCT SANITARY SEWER CLEAN., PERG. <br />�E,�NN -RSDSD -s°.°°FLas seDIP BENDS <br />e D gt(W,INN=D5,(INV_DSD.9wnnv=aE,.a <br />(Nw)INV.86D.33� -CONNECT TO <br />(EpNv—RED. <br />AIN <br />EXISTINGCONNECT TO <br />CONNECT TO <br />EXISTINUalsEt <br />DATE <br />REVISION <br />Data s/xe/ <br />L u. 11e1unoe0 <br />TAE <br />lill3 Hakawww.hak non-Atl Anderson <br />Civil Engineers and La. Surveyors <br />THE SAPPHIRE APARTMENTS <br />UTILITY PLAN <br />CITY OR RAMSEY. MINNESOTA <br />COCZ <br />2325.0 <br />