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005 10:27:20 AM, hna <br />LEGEND: <br />1) — — Denotes Existing Contour <br />2) — > — Denotes Existing Sanitary Sewer <br />3) — I — Denotes Existing Watermain <br />4) —as— Denotes Existing Storm <br />5) — >— Denotes Proposed Sanitary Sewer <br />6) — 1 — Denotes Proposed Watermain <br />7) —>>— Denotes Proposed Storm <br />/ I.thSIL'NLL <br />HL/IS/OHS <br />■ <br />H.N.A. <br />I/73/05 CITY COMMENTS, <br />FILE <br />DRAWN <br />li.N.A. <br />CHECKED <br />C.W.P. <br />MARSHAN LAKEVIEW <br />PRELIMINARY UTILITY PLAN <br />LINO LAKES, MINNESOTA <br />1 / <br />/ <br />I / <br />6' BEND \ <br />ALL SALVAGED HYDRA�VT f 1' A. <br />VALVE S v1 <br />ROCK CONSTRUCTION <br />ENTRANCE SALVAGE E <br />AND VALVE AND <br />PLUG 8 "X6 "TEE <br />CONNECT TO <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 />BLOCK <br />I hereby certify thot this plan was prepared by me or under <br />my direct supervision and that / om o dully registered pro- <br />fessional engineer under the laws of the State of Minnesota. <br />C am. -- 4./ <br />A47r, 1/13/05 REC. 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 /,EDT XTILE FABRIC <br />\o \ <br />GRAPHIC SCALE <br />IL 30 <br />(Di FEET) <br />1 inch - 30 ft. <br />c <br />VICINITY MAP <br />Faishem lie ke -Dr <br />Poar Rd <br />tom me :0 200 NNVfEO <br />EXISTING UTILITIES <br />1) The information shown on those drawings concerning type and <br />location of existing utilities is not guaranteed to be accurcte <br />or ali 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 avoid damage to these utilities. <br />2) The contractor shall be responsible for existing utility locotions. <br />Call Gopher State One at 454 -0002 for locations. <br />SANITARY SEWER <br />1) Sanitary Sewer shall be 8" PVC SDR 35 unless otherwise noted. <br />2) All Sanitary Sewer Services shall be 4" PVC 5UR 26 unless <br />otherwise noted. <br />3} Sewer Service locotions shall he verified in the field prior to <br />construction. <br />WATERMAIN <br />1) Water Services shall be 1 inch copper type K. <br />2) Watermoin and hydrant leads 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 511011 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 SANITARY SEWER AND WATERMAIN AND NOTIFY <br />ENGINEER OF ANY " "^'r° r,ornn r 01001 r/F <br />INSTALLATIONS. <br />E 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 />DATE 12/13/04 <br />SHEET <br />C2 <br />