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RIPRAP DETAIL <br />I.0.- 20 SEE SEC. 130 <br />N -� <br />SEC 8.4 <br />sec. <br />0-0 `NIANAM MAW MVOET <br />(SEE 0010) <br />NORM 113E 00110ACTa1. AT NS 001100 MAO 90541310 <br />A 4001E5%0 F60MC. 7(CC. 3601 TM 11[ MA NtAA <br />101u 0A0A00 MASS 0000105E 313E01E0 0 OW <br />PL111S. 113E 01000 9100D COKA ME MICA OF MN0 <br />WRAP M0 DOOM WAWA 11.10 C10.YERT ORM 3 faat. <br />LEGEND: <br />1) Denotes Direction of Surface Drainage <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 />RIP RAP WEIR <br />OVERFLOW <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 I" <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 10 START OF <br />INSTALLATIONS. <br />NOTE: SPOT ELEVATIONS SHOWN ARE BITUMINOUS SURFACE OR GUTTER UNE <br />UNLESS OTHERWISE NOTED. <br />ROCK CONSTRUCTION ENTRANCE <br />EROSION CONTROL NOTES <br />L PRIOR TO ROUGH GRADING, InTALL SILT STOP FENCE <br />IN LOCATIONS SHENN. ADDITIONAL SN. r ..TOP FENCES <br />WILL BE REQUIRED WHERE LOCAL CONDITIONS REQUIRE. <br />2. EXCAVATE POND. <br />3. ROUGH TO MINIMIZE SHALL <br />UNC PPROCEE3D ON AREAS. <br />AREA BY AREA <br />BA <br />PROVIDE TOPSOIL, SEED, <br />IIX1 203 DISC INALL T <br />DI URBED AREAS ANCHORED RHIN *4 0035 <br />AFTER GRADING. <br />3. MAINTAIN AND REPAIR SILT STIP FENCES (INCLUDING <br />REMOVAL OF ACCUMULATED SILT) UNTIL VEGETATION IS ESTABLISHER <br />CONSTRUCTION OF A SILT FENCE <br />NnC <br />TIM. MUM MA. IN UK IT <br />a =PPM ns uuvAlo <br />VIK Mee L. OtTP0 IT MU IIC <br />MILK <br />EXTENSION OF FABRIC L <br />WIRE 31170 ME TRENCH. <br />FILTER <br />FABRIC <br />517E PUNNING <br />EAQINEER /NC <br />PLOWE ENG/NEEA /NG INC. <br />9160 LEXINGTON AVENUE N.E. <br />CIRCLE PINES MN 55014 (763) 785 -1043 <br />FUNKHOUSER ESTATES <br />PRELIMINARY GRADING, DRAINAGE AND EROSION CONTROL PLAN <br />LINO LAKES, MINNESOTA <br />x1 / / iI <br />/ / / l / I <br />I( I / /"� // / <br />1 / I / <br />// / / <br />// / <br />/ I 1 <br />/I . 1 / <br />/ 1 / <br />\ / 1 /, I <br />\ \ / / / <br />/ <br />l <br />W 4 <br />LOWER GARAGES 2 COUR <br />/ // / / <br />ES // /// / <br />'1 o`V/ / 1/ // -% <br />/� / /1 / / //r <br />/ / <br />/ / / ���JJ <br />/R / / <br />/ <br />/I i <br />/ 1 T\ / / v <br />/ / <br />/ > / / s -1/ / / <br />UB9B� / I <br />\ , <br />`` i <br />\ 6 <br />\` / / _.... <br />�_/ yi '''' <br />ROCK CONSTRUCTION <br />ENTRANCE <br />EMERGENCY <br />0 <br />FLOW <br />/ hereby certify that this pion was prepared by me or under <br />my direct supervision and that 1 am o duly registered pro- <br />fessional engineer under the lows of the Slate of Minnesota. <br />rye,, - --- G, 7 IC 1z <br />am-E. 12/13/04 REG. Na /8227 <br />J <br />/ <br />/ <br />i / <br />/ / / <br />/ / <br />/ / <br />/ / <br />7 <br />7 _— 0t 0,2 <br />/ / O <br />O czr <br />_ --- �'5- <br />7 <br />/ — <br />/ <br />1 -- — <br />RIP RAP WEIR OVERFLOW <br />\ <br />/ \ J <br />/ <br />GRAPHIC SCALE <br />m <br />n0 <br />BE <br />(M FRET ) <br />1 Web a 30 IL <br />A <br />5 TON RIP <br />\ O W /.qEOT€CTILE FABRIC <br />1 \\ <br />/ <br />/ <br />/ <br />/ <br />R/W <br />FINISH 51 GRADE \ <br />1 <br />60' <br />24• <br />CL R/W <br />0.02 FT/FT 0.0_2 FT/FT1 <br />--J 11 <br />II <br />TOP OF SU7000.E 1 <br />SIIBGRAOE PREP. MMOT 2112 <br />4" TOPSOIL - <br />SOD OR SEED AS DIRECTED-I <br />BY 314E ENGINEER <br />2 <br />ROWS 50D (DP.) <br />l.5" 2337 BIT. WEAR (TYPE 41) <br />1 1001< COAT <br />1.5. 233) BIT. BASE (TYPE 3)) <br />- " CLASS 5 d(AVEL (RECYCLED OR 1007. CRUSHED) <br />rt STREET SECTION THICKNESS TO DE <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 <br />/ DLW <br />H.N.A. <br />1 <br />ORAMN <br />N.N.A. <br />CMFCKED <br />\ C.W.P. <br />DATE: 72/13/04 <br />SHEET <br />C1 <br />