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f <br />LEGEND: <br />1) — — Denotes Existing Contour <br />2) —>— Denotes Existing Sanitary Sewer <br />3 — 1 — Denotes Existing Watermain <br />4) —»— Denotes Exsting Storm <br />5) — >— Denotes Proposed Sanitary Sewer <br />8) — 1 — Denotes Proposed Watermain <br />7) —»— Denotes Proposed Storm <br />CtSl4NAD <br />H.N.A. <br />h2 61(11I5 <br />1NfnNrJ <br />H.N.A. <br />CHECKED <br />C. W.P. <br />FUNKHOUSER ESTATES <br />PRELIMINARY UTILITY PLAN <br />LINO LAKES, MINNESOTA <br />• <br />`r6ses�� 7p.. <br />6 . 2., <br />m <br />6' BEND <br />TALL SALVAGED HYDRANT <br />D VALVE S <br />ROCK CONSTRUCTION <br />ENTRANCE SALVAGE E <br />AND VALVE AND <br />PLUG 8" X 6" TEED <br />CONNECT TO <br />WATERMAIN <br />8 "X6 "RED <br />SITE PIANNINC <br />ENGINEERING <br />PLOWS ENGINEER /NC3 INC <br />9180 LEXINGTON AVENUE ME <br />CIRCLE PINES, MN 55014 (753) 785 -1043 <br />/ hereby certify that this plan was prepared by me or under <br />my direct supervision and that I am o duly registered pro- <br />fessional engineer under the laws of the State of Aiinnesara <br />OAT& 12/13/04 REG. 80. 18227 <br />RIP RAP WEIR OVERFLOW <br />890.2 <br />5 TON RIP RAP <br />W / OTCTILE FABRIC <br />0 <br />GRAPHIC SCALE <br />(MIreerj <br />1 leob - SO !L <br />VICINITY MAP <br />EXISTING UTILITIES <br />1) The Information shown on these drawings concerning type and <br />location of existing utilities is not guaranteed to be accurate <br />or all inclusive. The contractor is responsible for making his own <br />determination as to the type and location of utilities as may <br />be necessary to ovoid damage to these utilities. <br />2) Call Gopher contractor ta e shall be One o <br />at 45450002 r locations. <br />locations <br />SANITARY SEWER <br />1) Sanitary Sewer sholl be 8° PVC MR 35 unless otherwise noted. <br />2) All Sanitary Sewer Services shall be 4" PVC SDR 35 unless <br />otherwise noted. <br />3) Sewer Service locations shall be verified in the field prior to <br />WATERMAIN copper type K. <br />1) Water Services shall be 1 inch <br />2) Watermain and hydrant lends shall be 6° DIP CL 53 unless <br />otherwise noted. <br />3) Curb stops shall be placed al property line. <br />STREETS <br />1) Saw cut existing Concrete Curb and Bituminous to provide <br />butt joint. <br />2) Removal and disposal of existing street materiels as required <br />for construction is incidental. <br />NOTE: Contractor shall notify City Engineer o minimum of 24 hours <br />prior to any interruption of sanitary sewer or water service <br />to existing homes. _ <br />NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION <br />OF EXISTING SAN? WATERMAIN D NOTIFY <br />DISCREPANNCIES PRIOR TOST RT OF <br />ENGINEER OF <br />INSTALLATIONS. <br />11 <br />PREPARED FOR: <br />JAMES AND JUDITH FUNKHOUSER <br />595 MARSHAN LANE <br />UNO LAKES, MN 55014 <br />041t 12/13/04 <br />SHEET <br />C2 <br />