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C� <br />Q <br />ry <br />C.� <br />L6 <br />N <br />CD <br />Z_ <br />lY <br />W <br />W <br />Z_ <br />C7 <br />Z <br />W <br />Q <br />Cf) <br />E <br />0-0 <br />ao Q <br />,I- W <br />N <br />N <br />o / <br />N � <br />oQ <br />�> <br />T � <br />0/ <br />GENERAL NOTES: <br />1. PRIOR TO IMPORTING OR EXPORTING MATERIAL FROM THE SITE, CONTRACTOR SHALL CONSTRUCT A ROCK CONSTRUCTION ENTRANCE PER DETAIL <br />ON SHEET 5. <br />2. INSTALL INLET PROTECTION ON ALL CATCH BASINS THAT RECEIVE RUNOFF FROM THE DISTURBED AREA. INLET PROTECTION SHALL BE PER <br />SHEET 5, OR APPROVED EQUAL. <br />3. SILT FENCE SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE ACTIVITIES. DUAL SILT FENCE, SPACED 3' MIN. APART SHALL BE INSTALLED <br />ALONG WETLAND EDGES WHERE 50' NATURAL BUFFER IS NOT MET. SEE PLAN. <br />4. REVEGETATION AND STABILIZATION SHALL OCCUR WITHIN 7 DAYS OF ROUGH GRADING. <br />5. MAXIMUM SLOPES SHALL NOT EXCEED 4:1 <br />6. SITE SURVEY WAS COMPLETED BY HAKANSON ANDERSON. <br />7. STREETS AND PROPERTY ADJACENT TO THE CONSTRUCTION SHALL BE KEPT FREE FROM SEDIMENT CAUSED BY CONSTRUCTION TRAFFIC, SITE <br />RUNOFF AND BLOWING DUST. HAND BROOM OR PICKUP SWEEPER SHALL BE EMPLOYED. KICK BROOM STYLE SWEEPER IS NOT ALLOWED. <br />8. ALL DISTURBED AREAS SHALL RECEIVE 4" TOPSOIL AND BE SEEDED WITH Mn/DOT SEED MIX 25-151 OR APPROVED EQUAL. INFILTRATION <br />BASIN SHALL BE SEEDED PER DETAIL. APPLY SEED, FERTILIZER AND MULCH PER THE RECOMMENDATIONS OF THE CURRENT MNDOT SEEDING <br />MANUAL. MULCH SHALL BE TYPE 1 AND SHALL BE DISC ANCHORED. <br />9. UTILITIES ALONG LINCOLN STREET WERE PREVIOUSLY INSTALLED. STREET GRADING AND UTILITIES SHOWN PER STREET AND UTILITY PLANS <br />PREPARED BY BDM CONSULTING ENGINEERS, PLC DATED MARCH 17, 2006 AND AS—BUILT JANUARY 27, 2008. <br />10. CONTRACTOR SHALL MEET ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN PREPARED BY HAKANSON ANDERSON. <br />4 <br />I I � ► h <br />y q <br />tom. �1 <br />MATCH EXISTING CURB <br />— — — — 900--- <br />900 <br />G G — <br />T—BUR <br />U—OH <br />P—BUR <br />LEGEND <br />EXISTING CONTOUR 1____856.5 PROPOSED SPOT ELEVATION <br />PROPOSED CONTOUR <br />EXISTING SANITARY SEWER _ _ _ _ _ _ _ _ _ _ _ _ _ _ SILT FENCE, PER(i-:) <br />EXISTING WATERMAIN <br />EXISTING STORM SEWER 0 INLET PROTECTION, SEE SHEET 5 <br />EXISTING GAS 40 0 40 80 <br />°0°000000000°0° <br />EXISTING TELEPHONE <br />0000°°°°°°0000000 <br />°°°°°°°° ROCK CONSTRUCTION ENTRANCE, PER 5 <br />0SCALE IN FEET <br />EXISTING OVERHEAD UTILITY 00000000 <br />EXISTING UNDERGROUND ELECTRIC <br />PROPOSED STORM SEWER LOE LOE = LOW OPENING ELEV <br />PROPOSED STORM SEWER STRUCTURES - <br />TYPE <br />FFE <br />BUILDING PAD / HOUSE TYPE <br />FFE = FINISHED FLOOR ELEVATION <br />/ / �/ \ <br />i F <br />a' <br />/4 <br />« I � <br />MATCH EXISTING CURB <br />\ <br />\ <br />\ \ \ \ <br />\\910\ \ <br />\ A\1 M �� <br />A <br />\ <br />900 \ \ \ \ —�7 / <br />DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY:DD,, SHEET <br />5 30 17 ISSUED FOR CITY REVIEW prepared by me or under my direct supervision and that I AMT GRADING DRAINAGE <br />am a duly Licensed Professional Engineer under the laws RUM I�:IVER ' ' & <br />6 <br />of the State of Mi sots. DRAWN B�YIss LAND SURVEYORS &ffivc�nv�s EAGLES MARSH THIRD ADDITION EROSION CONTROL PLAN <br />OF <br />CHECKED BY: Po sox 1044 Telephone: (763) 389-4476 8 <br />ADAM M. TRtKE7F_ Lic. No, 51317 AMT Princeton,MN 55371 Fax: (763)631-0376 CITY OF ELK RIVER, MINNESOTA <br />Date 5-30-17 SHEETS <br />P-2135.14 <br />