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XXX X <br />X X X X X X X X X X X X <br />MB <br />>>>>>>>>>>>>>>>>>>>>>||||||||||||||| <br />| <br />| <br />| <br />|||||||||||||||||||60 <br />TRUNK <br />H <br />I <br />G <br />H <br />W <br />A <br />Y <br /> <br />3 <br />5 <br />E <br />- <br />6 <br />9 <br />4 <br />17 <br />3317 <br />ELECTRIC <br />TRANSMISSION <br />EASEMENT PER <br />DOC. NO. 639490 <br />PIPELINE (FIELD LOCATED) <br />PIPELINE (PLAN) <br />PIPELINE <br /> <br />( <br />P <br />L <br />A <br />N <br />) <br />PIPELINE (PLAN) <br />FIBER OPTIC <br />SIGN <br />FIBER OPTIC <br />MARKER <br />C <br />C <br />C <br />C <br />C <br />C <br />C <br />C <br />C <br />C <br />F <br />F <br />F <br />F <br />F <br />F <br />F <br />F <br />F <br />F <br />PIPELINE <br />EASEMENT PER <br />DOC. NO. 426628 <br />6" DIP (PLAN)16" DIP (PLAN)8" DIP (P <br />L <br />A <br />N <br />) <br />8" DIP <br />COUNTY <br /> <br />R <br />O <br />A <br />D <br /> <br />D <br /> <br />E <br />A <br />S <br />T <br />8" VCP <br />||||||||VANDERBIE STREETSTORMWATER <br />POND <br />STORMWATER <br />POND <br />50' <br />PETROLEUM <br />EASEMENT <br />XXX X <br />X X X X X X X X X X X X <br />MB <br />>>>>>>>>>>>>>>>>>>>>>||||||||||||||| <br />| <br />| <br />| <br />|||||||||||||||||||60 <br />TRUNK <br />H <br />I <br />G <br />H <br />W <br />A <br />Y <br /> <br />3 <br />5 <br />E <br />- <br />6 <br />9 <br />4 <br />17 <br />3317 <br />ELECTRIC <br />TRANSMISSION <br />EASEMENT PER <br />DOC. NO. 639490 <br />PIPELINE (FIELD LOCATED) <br />PIPELINE (PLAN) <br />PIPELINE <br /> <br />( <br />P <br />L <br />A <br />N <br />) <br />PIPELINE (PLAN) <br />FIBER OPTIC <br />SIGN <br />FIBER OPTIC <br />MARKER <br />C <br />C <br />C <br />C <br />C <br />C <br />C <br />C <br />C <br />C <br />F <br />F <br />F <br />F <br />F <br />F <br />F <br />F <br />F <br />F <br />PIPELINE <br />EASEMENT PER <br />DOC. NO. 426628 <br />6" DIP (PLAN)16" DIP (PLAN)8" DIP (P <br />L <br />A <br />N <br />) <br />8" DIP <br />COUNTY <br /> <br />R <br />O <br />A <br />D <br /> <br />D <br /> <br />E <br />A <br />S <br />T <br />8" VCP <br />||||||||S <br />S <br />||||>> <br />||||||||||||| <br />>>>>>>||||>>|||||||S <br />S <br />>S>>>|||||||S <br />S >>>>>>S <br />S <br />S S <br />S <br />S S <br />S <br />||||||||||||||>>>>>>>||||||||||||||||||||||||||||||||||||||||||||||||||||||||MH-30 <br />RE: 909.28 <br />INV: 894.60 <br />MH-31 <br />RE: 909.59 <br />INV: 894.10 <br />MH-32 <br />RE: 910.76 <br />INV: 893.55 <br />MH-26 <br />RE: 908.31 <br />INV: 894.05 <br />MH-25 <br />RE: 909.17 <br />INV: 893.51 <br />MH-24 <br />RE: 909.13 <br />INV: 892.97 <br />MH-23 <br />RE: 908.09 <br />INV: 892.36 <br />MH-21 <br />RE: 907.99 <br />INV: 893.34 <br />MH-22 <br />RE: 908.61 <br />INV: 892.97 <br />MH-33 <br />RE: 909.64 <br />INV: 893.53 <br />MH-34 <br />RE: 907.59 <br />INV: 893.28 <br />MH-20 <br />RE: 906.26 <br />INV: 891.66 <br />XX'-8" PVC @ 0.40%XX'-8" PVC @ 0.40%152'-8" PVC @ 0.40%152'-8" PVC @ 0.40%141'-8" PVC @ 0.40%92'-8" PVC @ 0.40%175'-8" PVC @ 0.40%146'-8" PVC @ 0.40%146'-8" PVC @ 0.40%137'-8" PVC @ 0.40%92'-8" PVC @ 0.40%80-8" PVC@ 0.40%81'-8" PVC@ 0.40%MH-27 <br />RE: 907.65 <br />INV: 894.42 <br />MH-28 <br />RE: 908.09 <br />INV: 893.83 <br />MH-29 <br />RE: 907.93 <br />INV: 893.29 <br />164'-8" PVC @ 0.40%230'-8" PVC @ 0.40%WET TAP <br />PROPOSED 8" DIP <br />WM INTO EX. 8" WM <br />WET TAP <br />PROPOSED 8" DIP <br />WM INTO EX. 16" WM <br />K:\019789-000\Cad\Plan\019789-000-C-UTIL-PLAN.dwg 4/26/2022 11:48:05 AMC-112 <br />AS SHOWN SJH <br />JMSSJH <br />SCALE: <br />PLAN BY: <br />DESIGN BY: <br />CHECK BY: <br />SHEET <br />WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONVANDERBIE COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 James M Soltis04-08-2022XXXXXUTILITY PLAN <br />SEE BELOW <br />MATCHLINE -Street or Location Name <br />N <br />SCALE IN FEET <br />0 <br />H: <br />50 100 <br />LEGEND <br />PROPOSED SANITARY MANHOLE <br />PROPOSED SANITARY LINE <br />PROPOSED FIRE HYDRANT <br />PROPOSED 8" DIP WATERMAIN <br />S <br />> <br />|| <br />UTILITY PLAN NOTES <br />1.ALL WATERMAIN IS TO BE 8" DIP UNLESS NOTED OTHERWISE. <br />2.ALL HYDRANTS TO INCLUDE 6" GATE VALVE.