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LEGEND: <br />1) — — Denotes Existing Contour <br />2) —> — Denotes Existing Sanitary Sewer <br />3) —1— Denotes Existing Wotermoin <br />4) —o-- Denotes Existing Storm <br />5) —s— Denotes Proposed Sanitary Sewer <br />6) — 1 — Denotes Proposed Waiermain <br />7) —)0.— Denotes Proposed Storm <br />/ 1)031WV00 <br />00i %S/UN) <br />H.N.A. <br />1/13/05 CM' CO,VMEN15. <br />717LE <br />UNAwri <br />H.N.A. <br />CHECKED <br />` C. W. P. <br />/ <br />MARSHAN LAKEVIEW <br />PRELIMINARY UTILITY PLAN <br />LINO LAKES, MINNESOTA <br />• <br />LO <br />ahw <br />1 <br />Ofp <br />I I <br />6' BEND \ <br />ALL SALVAGED HYDRA-NT---- / <br />VALVE \\1 <br />ROCK CONSTRUCTION <br />ENTRANCE <br />SALVAGE E. <br />AND VALVE AND <br />PLUG 8" X 6" TEE <br />CONNECT TO 8" <br />WATERMAIN WI <br />X 6" REDU <br />SITE PLANNING' <br />ENGINEERING <br />PLOWE ENGINEERING, INC. <br />9180 LEXINGTON AVENUE N.E. <br />CIRCLE PINES, MN 55014 <br />(763) 785 -1043 <br />EMAI CORE <br />ERr' <br />LOCK <br />I hereby certify that this pion was prepared by me or under <br />my direct supervision and that / am o dully registered pro - <br />lessiono/ engineer under the lows of the State of Minnesota. <br />tit 1- Ay �-�- <br />DATE. 1/13/05 <br />P,£C. N0. 18227 <br />CLASS II GROUTED RIP RAP SWALE <br />W /GEOTEXTILE FABRIC <br />RIP RAP WEIR OVERFLOW <br />890.2 <br />`5 TON RIP RAP <br />W /,EO TILE FABRIC <br />GRAPHIC SCALE <br />0 15 30 SO <br />NM <br />( IN FEET ) <br />1 inch = 10 ft. <br />VICINITY MAP <br />MAhaVES� <br />Folzham lake Dr <br />P05r Rd <br />2004 NI EL sicom. N:: 02004 NOVt5 <br />EXISTING UTILITIES <br />1) The information shown on these arawings concerning type and <br />location of existing utilities is not guaranteed to be accurcte <br />or all inclusive. The contractor is responsible for making his own <br />determination as to the type and locution of utilities es rnoy <br />be necessary to ovoid damage to these utilities. <br />2) The contrcctor shall be responsible for existing utility locations. <br />Call Gopher State One of 454 -0002 for locutions. <br />SANITARY SEWER <br />1) Sanitary Sewer shall be 6" PVC SDR 35 unless otherwise noted. <br />2) All Sanitary Sewer Services shot. be 4" PVC SDR 26 unless <br />otherwise noted. <br />3) Sewer <br />construcServiction. e locations shall be verified in the field prior to <br />WATERMAIN <br />1) Water Services shalt be 1 inch copper type K. <br />2) Wotermoin and hydrant lends shall be 6" DIP CL 53 unless <br />otherwise noted. <br />3) Curb stops shell be placed at property line. <br />STREETS <br />1) Sow cut existing Concrete Curb and Bituminous to provide <br />butt joint. <br />2) Removal and disposal of existing street materials as required <br />for construction is incidental. <br />NOTE: Contractor shall notify City Engineer a minimum of 24 hours <br />prior to any interruption of sanitary sewer or woter service <br />to existing homes. <br />NOTE: CONTRACTOR SHALL. FIELD vERIFI' LOCATION AND ELEVATION <br />OF EXISTING SA.NITARI' SEWER AND WATERMAIN AND NOTIFY <br />ENGINEER OF ANY <br />INSTALLATIONS. <br />COPY <br />RECEIVED <br />JAN 1 4 2005 <br />CITY OF LINO LAKES <br />PREPARED FOR. <br />JAMES AND JUDITH FUNKHOUSER <br />595 MARSHAN LANE <br />LINO LAKES, MN 55014 <br />DA 06.. 12/13/04 <br />SHEET <br />C2 <br />• <br />