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ER0-1 0 <br />SEDIMENT CONTROL LOG PER <br />CITY PLATE NO. ERO-4 0 <br />DATE <br />REVISION <br />• <br />E <br />co <br />r <br />N. <br />SEE SHEET C10 <br />_46— DETAIL NUMBER <br />SHEET NUMBER <br />(*) <br />=XXX.X <br />SB—X <br />4.3 <br />STORM DRAIN INLET <br />PROTECTION DEVICE <br />PER AND <br />DRAINAGE ARROW <br />EMERGENCY OVERFLOW <br />ELEVATION <br />SOIL BORING LOCATION <br />I hereby certify that this plan, specification, or report was <br />prepared by me or under my direct supervision and that I <br />am a duly Licensed Professional Engineer under the laws <br />of the State o ota. <br />Date 8/12/24 <br />7 <br />DESIGNED BY: <br />TAE <br />DRAWN BY: <br />TAE <br />CHECKED BY: <br />CJJ <br />RIVERDALE DRIVE <br />4 <br />LOT 3 <br />fir <br />Pr <br />7 <br />PIT <br />GENERAL NOTES: <br />1. PRIOR TO IMPORTING OR EXPORTING MATERIAL FROM THE SITE, CONTRACTOR SHALL CONSTRUCT ROCK CONSTRUCTION ENTRANCES AS NEEDED PER <br />CITY PLATE NO. ERO-5. ROCK CONSTRUCTION ENTRANCES SHALL HAVE A MINIMUM HEIGHT OF TWO FEET. <br />2. VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS. <br />3. SEE SHEET C12 FOR THE ENTRANCE ROAD STREET AND UTILITY CONSTRUCTION PLAN. <br />4. SEE SHEET C13 FOR THE STAKING PLAN. <br />5. SEE SHEET C14 FOR THE UTILITY PLAN. <br />6. SEE SHEET C15 FOR THE RESTORATION AND PAVING PLAN. <br />7. CONTRACTOR SHALL IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS AND COMPLETE STABILIZATION WITHIN SEVEN CALENDAR DAYS <br />AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE TEMPORARILY OR PERMANENTLY CEASES. <br />8. CONTRACTOR SHALL DETERMINE A LOCATION FOR CONCRETE AND OTHER WASHOUT WASTE. A SIGN SHALL BE INSTALLED ADJACENT TO EACH <br />WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND OTHER WASTES. <br />9. STREET SWEEPING MUST BE PERFORMED DAILY IF SEDIMENT IS TRACKED OUTSIDE THE CONSTRUCTION LIMITS OR ONTO ANY CITY STREETS. <br />10. PER THE ANOKA COUNTY SOIL SURVEY, THE SITE CONSISTS OF HUBBARD LOAMY SAND AND DICKMAN SANDY LOAM. SEE THE GEOTECHNICAL <br />EXPLORATION REPORT FOR ADDITIONAL INFORMATION. <br />11. MAXIMUM FINISHED GRADES SLOPES SHALL BE 3:1. <br />12. ANY EXCESS SUITABLE GRADING MATERIAL SHALL BE PLACED ON THE PROPERTIES EAST AND WEST <br />OWNER. <br />REFERENCE NOTES: <br />PLACE SEDIMENT CONTROL LOG AFTER COMPLETION OF GRADING. <br />PLACE SILT FENCE AT, OR OUTSIDE, THE DRIPLINE OF TREES. <br />Hakanson Anderson <br />Civil Engineers and Land Surveyors <br />3601 Thurston Ave., Anoka, Minnesota 55303 <br />763-427-5860 FAX 763-427-0520 <br />OF THE ENTRANCE ROAD AS DIRECTED BY <br />ANOKA RAMSEY ATHLETIC ASSOCIATION <br />THE <br />NA <br />41, <br />44, <br />th <br />30 <br />0 <br />SCALE <br />-S- <br />IN <br />30 <br />60 <br />FEET <br />Kinghorn, <br />CONSTRUCTION <br />GRADING, DRAINAGE AND <br />SEDIMENT CONTROL PLAN <br />CITY OF RAMSEY, MINNESOTA <br />SHEET <br />SHEETS <br />3395.24 <br />