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PRELIMINARY UTILITY PLAN <br />GRAPHIC SCALE <br />Loj <br />OE OE OE OE <br />x <br />00f0 <br />00 <br />0 <br />OE <br />9 <br />(NFM ) <br />1 inch - 80 1t <br />FT. BITUMINOUS TRAIL <br />CONNECT <br />TO 005110 <br />12 WATER AN <br />MTH a REDUCER <br />+91. <br />8 I <br />800 <br />7 -50 <br />7 +00 <br />OE OE / <br />/ 10 <br />OE <br />OE <br />OE <br />OE <br />/ <br />11• <br />13 <br />15 <br />12 <br />E 1/4 cot. <br />See. 31 <br />0 � <br />0)401 <br />910.0 <br />903.0 <br />FB <br />910.0 <br />911.5 <br />904.5 <br />FB w/Dc <br />911.5 <br />909.5 <br />'911.5 <br />9F <br />F w/oc <br />911.5 <br />909.5 \ <br />/ <br />/ 910.5 <br />903.5 <br />FB w/o< <br />910.5 <br />908 5 <br />910.0 <br />903.0 <br />FB wino <br />910.0 <br />908 0 <br />I <br />10007.84 <br />714. um. 811.43 <br />to 0 <br />.-03coi <br />0)4.00,00) <br />3 <br />Os <br />U)OOo <br />en N <br />0 m O O <br />0)4.00 <br />2 <br />ZJA9.5 <br />914.5 <br />FBW wins <br />904.5 <br />908.4 <br />4 <br />- <br />909.5 I <br />911.5 <br />FBLO w/oc1 <br />904.5 <br />908.0 <br />?� <br />908.5 <br />910.5 <br />FBLO wick <br />903.5 / <br />907.0 <br />7 <br />oommo <br />004.0 <br />0 0 rn <br />\ <br />+40.485'613 L <br />. CUT: :8 8D7. <br />97. 08 <br />00 <br />0 0 0 0 <br />0) <br />/ <br />/ O m 0 0 <br />ON .)' <br />Oi E 40 <br />06 <br />Muff <br />0454E <br />5 <br />8 <br />2 <br />O O 0 0 <br />0 <br />000 <br />O O m <br />o) L, <br />0 0 0 0 <br />ri a131) <br />oomo <br />01 0 <br />1287.42 L <br />11 <br />1) 669612 <br />ai <br />0)0)10)10011 <br />5 <br />1 <br />• <br />8.05 <br />800.66 <br />V : 890 <br />000.6 <br />1 0 906.0 <br />907.5 \ <br />FBL O w/Dc <br />7 900.5 <br />904.0 E <br />• 90 <br />90 <br />FB <br />90 <br />90 <br />1 <br />L5 / 908.0 <br />.5 909._ <br />0 w FBLO > <br />w <br />.5 / 902.0 <br />.0 - 905.5 <br />21 3 <br />3 <br />4 <br />906.0 906,0 <br />� / <br />902.5 902.5 <br />FBLO Yyno' FBLO voc <br />09 90915 <br />0 908.0 <br />6. <br />9025 <br />FB O A/n" <br />908.0 <br />9�1D0.0 <br />101. "I 1 <br />0 <br />/ <br />9075 / 907.0 <br />FBLO woo FBLO <br />901.5 901.0 <br />905.0 904.5 <br />4 5 <br />906.5 <br />907 <br />FBLO vn <br />900.5 <br />904.0 <br />6 <br />• <br />905.5 <br />902.0 <br />FBLO <br />909 <br />908.0 <br />905.5 <br />902.0 <br />FBLO <br />909 <br />905.5 <br />902.0 <br />FBLO <br />905.5 <br />902.0 <br />FBLO <br />0 909 <br />908.0 <br />908.0 <br />3 <br />1 <br />OE •1. <br />■ <br />4 <br />/ <br />/ <br />6 <br />0000 <br />N0)31.1 <br />0 o m 0 <br />CA 01t.rn <br />7 <br />\\ WETLAND <br />I SLIFEMCEWEAR MERAND <br />1 MAY E%1RA 101019 <br />STS F06 9811811 <br />1c 1-g5 35 P1� I ;3243 ti <br />0 0 .,S e • SSE/---S o <br />STA 7411.96 6.11 <br />4 - <br />+ + I +I r <br />8 0 00 <br />5 +13 <br />3 <br />,Old: 89182 <br />+ <br />NV. 118 89 <br />. OUT: <br />Id <br />LL <br />\ 1 <br />08698E <br />MH11 <br />STA 11 +17..3 <br />TO 905.95 <br />NV. am 894.29 <br />907.5 <br />FBLO <br />900.5 <br />904.0 <br />907. <br />FBLO <br />900.7 <br />904.2 <br />908.0 <br />FBLO <br />901.0 <br />904.5 <br />908.0 <br />FBLO <br />901.0 <br />904.5 <br />907.5 <br />FBLO <br />900.5 <br />04.0 <br />907.0 <br />FBLO <br />900.0 <br />903.5 <br />906.5 <br />FB <br />903.0 <br />903.0\ <br />/ <br />7\ 8 9 <br />\ / <br />ZSAZN <br />/ 4P40CA8LP 5 <br />NV. <br />906.0 <br />FBLO <br />899.0 <br />902.5 <br />861.30 <br />CON <br />WET TAP <br />I I-- s- �1J-1 - -I-4- <br />0 8 0 <br />WETLAND / <br />SLIF010E NEAR WEIA4D <br />MAY REOUNE EXTRA LEN01N <br />STAKES FOR HIGH WATER111 <br />OUTLOTA 1 <br />0 <br />• <br />• <br />RECEIVED <br />JUN 62003 <br />CITY OF LINO LAKES <br />UTILITY NOTES <br />1. ALL SANITARY SEWER SHALL BE 8" SDR 35 PVC <br />2. ALL SANITARY SEWER SERVICES SHALL BE 4" PVC SCH 40 <br />3. ALL WATERMAIN SHALL BE 8" DIP CL52 <br />4. GATE VALVES SHALL BE MUELLER A- 2370 -20 <br />W /MECHANICAL JOINTS, MEETING AWWA SPECIFICATIONS <br />C500 -61 <br />VALVE BOXES SHALL BE MUELLER H -10357 W/H -10361 <br />DROP LID AND EXTENSIONS SHALL BE MUELLER H -10363 <br />6. WATERMAIN TO HAVE A MINIMUM OF 8' OF COVER <br />7. SANITARY SEWER AND WATERMAIN CROSSINGS TO HAVE A <br />MINIMUM OF 18" VERTICAL SEPARATION <br />8. LINO LAKE UTILITY SUPT. MUST BE CONTACTED AT LEAST 48 <br />HOURS PRIOR TO UTILITY WORK, WORK IN ROW OR UTILITY <br />CONNECTIONS <br />9. SANITARY SEWER AND WATERMAIN SHALL BE INSTALLED PER <br />THE REQUIREMENTS OF LINO LAKES, CEAM, MDH AND MPCA <br />10. EXISITNG UTILITIES ARE SHOWN IN AN APPROXIAMTE WAY ONLY <br />11. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF <br />ANY AND ALL EXISITNG UTILITIES BEFORE COMMENCING WORK <br />12. HE OR SHE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND <br />ALL DAMAGES ARISING OUT OF HIS OR HER FAILURE TO EXACTLY <br />LOCATE AND PRESERVE ANY AND ALL EXISITNG UTILITIES <br />13. GOPHER STAT ONE CALL: <br />TWIN CITY AREA (651) 454 -0002 <br />MN TOLL FREE (800) 252 -1166 <br />5. <br />REQUIREMENTS FOR WORK ON WARE ROAD <br />1. ALL BITUMINOUS MUST BE SAWCUT TO <br />FULL DEPTH <br />2. TRAFFIC CONTROL MUST BE PROVIDED PER <br />THE REQUIREMENTS OF MUTCD <br />3. THE CITY UTILITY AND STREET SUPERINTENDENTS <br />MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR <br />TO ANY WORK WITHIN THE RIGHT -OF -WAY OF <br />WARE ROAD OR WORK ON CITY FACILITIES <br />4. THE STREET MUST BE RESTORED TO THE FULL <br />SATISFACTION OF THE CITY OF LINO LAKES <br />EL GEND <br />8" SDR 35 PVC SANITARY SEWER <br />8" DIP CL52 WATERMAIN <br />SANITARY SEWER MANHOLE <br />HYDRANT li WV <br />GATE VALVE ix <br />O <br />EXISTING OVERHEAD POWER LINES <br />DELINEATED WETLANDS <br />SS SS <br />1 I 1 <br />FIRE COVERAGE CIRCLE 1 I <br />1 I <br />.'. i <br />OE 3 OE <br />(I.-HEREBY CERTIFY THAT THIS ` <br />PLAN OR SPECIFICATION WAS <br />PREPARED BY ME OR UNDER <br />MY DIRECT SUPERVISOR AND <br />THAT I AM A DULY REGISTERS[ <br />PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE <br />STATE OF MINNESOTA <br />W.A.T. MGCULLY <br />DATE: REG. N0.231 / <br />