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LEGEND: <br />1) — >- <br />2)—>- <br />3)—t._ <br />4) — 1 — <br />Denotes Proposed Sanitary Sewer <br />Denotes Existing Sanitary Sewer <br />Denotes Proposed Watermoin <br />Denotes Existing Wafer-main <br />Denotes Existing Electric <br />Denotes Proposed Storm <br />Denotes Storm Drain Manhole <br />Denotes Sanitary Sewer Manhole <br />EXISTING UTILITIES <br />1) The Mormotion shown on these droerw,ga concerning twie and <br />location of existing utilities Is not guaranteed to be accurate <br />or a6 Inclusive. The controctor Is responsbfe for making his on <br />determination as to the two and location of utilities es may <br />be necessary to ovoid damage to these utilities. <br />2) The Controctor shop be responoble for existing utility locations. <br />Cog Gopher Stott One of (651) 454 -0002 for locations. <br />(TARN' SVAIM <br />1) 5onhory Sew Service shod be 6- PVC SDR 35 unless otherwise noted. <br />2) Sewer :Service locations and elevations shod be verified N the field <br />prior to eonetruetion. <br />WATERMANN <br />1) Water Ser4Ce stroll be 8' PP. <br />0 <br />z <br />15' RC <br />696.0 I . <br />r A <br />0 <br />17 <br />1 <br />North line <br />of the SW <br />• <br />UTIL1TY PLAN <br />MOLIN CONCRETE PRODUCTS <br />Limo Lakes, Minnesota <br />GRAPHIC SCALE <br />s» <br />-12.8 <br />r• <br />5' -12' RCP <br />LE. 969.31 <br />EX. t5' RC STORM 5E*R <br />FUIURE BLDG. <br />EX. G FFE 906.5 <br />lbwR.E. 901.60 <br />yrLE. 899.30 <br />API <br />tx. 8' PVC SM. SEW. <br />ccgss <br />870 sq.ft. <br />Edge of <br />'Water � Y" <br />f the South 412 ft <br />4 of the SW 1/4 <br />36.1 <br />36.1 <br />(A 7JQ) <br />1 !soh w 60 d. <br />ipflv <br />EXTEND SERVICES INTO <br />BUILDING AT LOCATION <br />DESIGNATED BY OWNER <br />34.6 <br />m <br />Conc. <br />Enclosure <br />cc! <br />v.e.. <br />G <br />/� <br />1 - 0 <br />EX. Nei <br />RE. ap.5511 <br />v <br />2' Conc. V <br />Curb <br />33 13 <br />236.3 <br />74.972 sq.ft. <br />EXISTING <br />BUILDING <br />(F.F.E. 905.5 + / -) <br />CONNECT TO EX B' DIP <br />WATERMAIN W/ TAPPING <br />SLEEVE AND VALVE <br />28.3�� /a /;' <br />M i/, <br />14.5:- 36.0/ <br />BUILDING SETBACK LINE <br />Conc. Ret -Wolfs <br />Dirt Roads <br />EX. MN <br />R.E. 903.50 <br />LE. 993.38 <br />1,870 <br />sq. ft. <br />PATCH AND REPAIR <br />EX 81TUMNOUS AS <br />6' -90' BEND <br />6' -45' BEND <br />1 -story conc. <br />office bldg. <br />ta/ 6.511 sq. ft. <br />30.00'0 // /O) <br />10 00 /a0 <br />n% <br />1/49.5 <br />4 Propane Tanks <br />. Fence <br />Tete. Box Sign <br />A R_E A <br />HYDRANT <br />.:1 <br />• <br />M <br />EXISTING B11UM1NOU <br />LILAC <br />673.00 <br />:STREE <br />1 of the SW 1/4 <br />0 <br />�s <br />o — <br />LiJ <br />v <br />- t <br />E �-- East 26 <br />10-2' -- -e - <br />Conc. <br />Trans. <br />Pod <br />N00 °44'48 "E <br />-- - ■- <br />ccp. rf <br />O <br />1058.901 <br />t <br />A.G. <br />MON <br />A.G. <br />d.Etxm <br />C.G.S. <br />S89 °nn' no" R <br />'PREPARED FM+ <br />MOUN CONCRETE <br />415 LILAC ST <br />LINO LAKES MN 55014 <br />(651) 706 -7722 FAX: (051) 716 -0229 <br />/ Aeneby certify that tf• plan was prepared by me or under <br />my divot supervision one Mot / orrr o dldy Licensed Pro- <br />fess/ono/ Engineer under the taws of the STote of 4G•xnesoto. <br />MAO G SC/VC/MVO <br />/AM 8 /10/01 REG N. 41295 <br />Siff H4MIRI4 DAJACEINYG <br />PLOW ENt3N AC. <br />053) 765-WC <br />91A7 LD0 67VN Alf:NLE ACE <br />CVO/ /WES MY 55074 -3625 <br />FM' (7163) 766-6007 <br />• <br />• <br />• <br />DATE: 8/9/01 <br />C2 <br />