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RECEIVED <br />JAN 1 4 2005 <br />CITY OF LINO LAKES <br />1/13/2005 10:26:56 AM, hna <br />e• o-m.ET wrc <br />'w- u•�RET MPL <br />SEC. A -A `GRANULAR FILTER {LANCET <br />(9F NOTE) <br />NOTE: IMF DOOM A_7•TON. AT N5 OPDCII. MAY SUBSTmiIE <br />" E ALIAC. SPEC. 3601 FCC INE CRANAAR <br />RLMO BLANKET UNLESS 10 OIXENMSE SPEC/RED 100 010 N INC <br />MNPR v AND 6 FABRIC UNDER ICi M`hNT "APRON 3 F; <br />LEGEND: <br />1) — Denotes Direction of Surface Droinage <br />2) Denotes Proposed Contour <br />3) — — Denotes Existing Contour <br />4)...... S Denotes Silt Fence <br />5) X 909.2 Denotes Proposed Spot Elevation <br />GENERAL NOTES <br />A ROCK CONSTRUCTION ACCESS ROAD SHALL BE INSTALLED AND MAINTAINED AT <br />ENTRANCES TO EXISTING (HARD SURFACE ROADS. ROCK ENTRANCE SHALL BE NO <br />LESS THAN 50' IN LENGTH AND AS WIDE AS NECESSARY FOR TRAFFIC. USE 1" <br />TO 2" WASHED ROCK. <br />NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION <br />OF EXISTING SANITARY SEWER AND WATERMAIN AND NOTIFY <br />ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF <br />INSTALLATIONS. <br />NOTE: SPOT ELEVATIONS SHOWN ARE BITUMINOUS SURFACE OR GUTTER LINE <br />UNLESS OTHERWISE NOTED. <br />ROCK CONSTRUCTION ENTRANCE <br />EROSION CONTROL NOTES <br />L PRIOR TU ROUGH GRADING. INSTALL SILT STEP FENCE <br />IN LOCATIONS SH0414. ADDITIONAL SILT STIP FENCES <br />WILL BE REQUIRED WHERE LOCAI. CONDITIONS REQUIRE. <br />2. EXCAVATE POND. <br />3. ROUGH GRADING SHALL PROCEED ON AN AREA BY AREA <br />027I0 TO MINIMIZE UNCOMPLETED AREAS. <br />4. PROVIDE NATIVE TOPSOIL, SEED, AND MULCH ANCHORED WITH A <br />STRAIGHT 2E5 DISC IN ALL DISTURBED AREAS VITHIN t4 DAYS <br />AFTER GRADING. <br />5. MAINTAIN AND REPAIR SILT STOP FENCE". (INCLUDING <br />REMOVAL OF ACCUMULATED SILT) UNTIL VEGETATION IS ESTABLISHED. <br />CONSTRUCTION OF A SILT FENCE <br />M <br />EXTENSION EP FABRIC a <br />WIRE INTO THE TRENCH. <br />FILTER <br />FABRIC <br />-11 <br />SITE PLANNING <br />ENGINEERING <br />FLOWE ENGINEERING, INC. <br />9180 LEXINGTON AVENUE N.E. <br />CIRCLE PINES, MN 55014 (763) 785 -1043 <br />MARSHAN LAKEVIEW <br />PRELIMINARY GRADING, DRAINAGE AND EROSION CONTROL PLAN <br />LINO LAKES, MINNESOTA <br />l /l / l <br />/ <br />// <br />/I <br />A//// ' // <br />/1/ / J <br />/ <br />/ / l <br />/ / c,§:),x <br />\ <br />/ <br />/ <br />0ry_ <br />rb <br />/ � I <br />\ <br />\ <br />// <br />/ /- `�Y1 <br />ROCK CONSTRUCTION <br />ENTRANCE <br />/ <br />I hereby certify that this plan was prepared by me or under <br />my direct supervision and that / om o duly registered pro - <br />fessional engineer under the lows of the State of Minnesota. <br />DATE 1/73/0 REC. NO. 18227 <br />/ / <br />LQ" <br />( WETLAND <br />OHW 883.3 <br />GRAPHIC SCALE <br />0 IA 30 00 <br />130 <br />(01 FTE2 ) <br />1 20042 - 30 TL <br />CL/SS II GROUTED RIP RAP SWALE <br />W /GEOTEXTtLt FABRIC <br />/ <br />— <br />RIP RAP WEIR OVERFLOW <br />891).2_ / \ -- <br />_J \ /-- <br />/ ) <br />5 TON RIP -RAP <br />W /GEOTE TILE FABRIC <br />R/W <br />GROUTED RIPRAP <br />SWALE DETAIL <br />20' <br />001_12 <br />sII:F� <br />300TExT1LE FILTER FABRIC <br />4ROuTED RIPRAP (CL n) <br />0E0. B -0 <br />FILE COPY <br />{ <br />BO' <br />24' <br />CL R/W <br />01510,1 CL GRADE \ <br />\ 0.02 FT/FT 0.02 FT/FT <br />TOP OF <br />SgBGRA0 DE 04400. PREP. MnDOT 2112 <br />4" TOPSOIL --I <br />50D CR SEED AS DIRECTED -1 <br />BY THE ENGINEER <br />2 ROWS 600 (PIP.) 15' 2331 BIT. WEAR (TYPE 41) <br />L-TACK COAT <br />L'.5' 2331 BIT. DAM (TYPE 31) <br />Er CLASS 5 GRAVEL (RECYCLED OR 1005 CRUSHED) <br />* STREET 5EC110N THICKNESS TO BE <br />VERIFIED PRIOR TO FINAL GRADING <br />TYPICAL STREET SECTION <br />PREPARED FOR <br />JAMES AND JUDITH FUNKHOUSER <br />595 MARSHAN LANE <br />LINO LAKES, MN 55014 <br />1 L2S2AIRt. 6240012445 ■ <br />H.FI. A. 1,113/05 cn'COMA4EN1S <br />L <br />H.N.A. <br />CHECK —, <br />C.W.P..1 <br />DATE 71/13/04 <br />SHEET <br />C1 <br />