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MH *30 <br />TG 899.9 <br />INV 887.79 <br />241 LF 8" PVC • 0.4--% <br />D -0DnDn <br />rmrrrr <br />rmrrrr <br />-nr M *0 rn <br />Nm-ZD0 <br />oxmD <br />o :m - <br />m <br />N OmC-4 <br />xrrs <br />amm>mm <br />1 11 Zf� <br />ND rich <br />x zmmm <br />DN0Z f <br /><-1 Dorn <br />rn>01- X0 <br />s0-4 rrn <br />nfIcorx <br />Omxm D <br />0003 col- <br />-1 DCSmr <br />wmznr m <br />-1•- rm <br />2-2-001 2. <br />z- rho <br />Or 1AUt«a0 <br />MN) Z. <br />o ry w <br />r- out <br />- CO <br />-o m m- <br />a m <br />v <br />■ <br />z <br />0 <br />m <br />0 <br />co <br />A <br />0 <br />89310 ®` --"1111 893.31 <br />24 "CMP <br />12" WATERMAIN <br />�.a ee6.25 10" SAN SEWER <br />450.00 <br />TG 899.1 •' <br />INV 896.04 0 <br />CB *14 rit. 276 LF 18" RCP 00.48% <br />TGI899.7 <br />IN 896.44 <br />CB •1 <br />an <br />CB * I I <br />TG 898.3 <br />IN 894.72 E <br />FFLR 900.4 Iy <br />A-54,1-25' <br />Z <br />140.00 <br />75. <br />0 <br />-4 <br />to <br />FE <br />IN <br />*17 <br />897.'6 <br />-4 <br />z <br />NV <br />FFLR 900.4 <br />POND 3 <br />°F <br />7Ntse 70 <br />99 <br />ri <br />h I FFLR 900.4 <br />41)111- <br />8- WATERMAIN <br />CO <br />r0 <br />*12 <br />TG 898.2 <br />NV 894.8 <br />-o <br />tn <br />FES *7 <br />INV 893.6 <br />LOWER 12' WATERMAIN UNDER <br />f 36iRCP TO PROVIDE 2.MIN. CLEARANCE <br />0. <br />290.60 <br />DMH *6 <br />TG 897.4 <br />INV 893.8 (N) <br />INV 890.28 IS) <br />OUTLET CONTROL <br />FES *5 <br />INV 890.38 <br />32 LF RCP <br />• 0.32% <br />MH <br />0 <br />FES *1 <br />INV 89 .24 <br />75 " 25' <br />- <br />I V 89 <br />340 LF 6' PVC • 1.80% <br />7 <br />0 <br />m l <br />o et <br />0 .O <br />1132' <br />H*33 <br />G 903.8 <br />o INV 896.7 <br />1 <br />p5600' <br />9 <br />12 <br />EX <br />GB <br />( <br />s <br />(5 eee .� <br />\� <br />cs <br />q3. <br />/ �G3 * <br />w . <br />/ C' X!lf�ll,, "" <br />� <br />4 <br />V <br />.4\ <br />0 a. <br />D <br />0 <br />no nO A <br />v FES 898,8 <br />\N`I <br />POND 2B <br />POND 2A <br />/ <br />i� <br />/HEFT <br />4 <br />5 <br />J <br />b <br />A U G 0 3 2000 t <br />ENO' LAKES <br />IS COMPOSITE OF FIELD TOPO DATA. CITY IMPROVEMENT PLANS. & BOUNDARY SURVEY <br />DATE: <br />6/23/00 <br />PROJECT NO.: <br />20000501 <br />CADD FA E: <br />PRELIMINARY UTILITY PLAN <br />MARMON KEYSTONE SITE <br />LINO LAKES. MINNESOTA <br />I hereby certify that this plan. specification or report <br />that Ian ae duly registered Professional Engneeraunand <br />the la the State of Miytisota. <br />1154 <br />Dale _21_1/a. <br />0 20 40 <br />80 <br />Graphics Scale <br />(in feet) <br />2 <br />NO. <br />8/03/00 <br />7/21/00 <br />6/26/00 <br />REVISED PER CITY COMMENTS <br />REVISED PER CITY COMMENTS <br />REVISED PER RCWD COMMENTS <br />DATE <br />DESCRIPTION <br />JCJ <br />JCJ <br />JCJ <br />BY <br />J C JOHNSON CONSULTANTS, INC. <br />SITE PLANNING AND DESIGN <br />8618 Maryland Ave. N. Brooklyn Park. MN 55445 <br />Phone: (763) 391 -0243 FAX: (763) 391 -0245 <br />