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7248 SUNWOOD DRIVE <br />100 FLOCCHINI CIRCLE, LLC. <br />O'REILLY AUTO PARTS / <br />/I <br />/I <br />N/ ` <br />/ \\ <br />/ / i <br />/ <br />////////////////, / <br />/ <br />MASH • <br />6 <br />v <br />0 <br />0 <br />z <br />O <br />0 <br />0 <br />0 <br />0 <br />aO <br />I \ <br />o \ <br />m <br />N <br />v) <br />ao <br />rn <br />� N <br />DATE <br />o % <br />Nw <br />I•••••: <br />o(0 <br />Q Y <br />e970— — <br />/ <br />l <br />«— «-ebr ..-«— <br />CITY OF RAMSEY <br />REVISION <br />• <br />DEFLECTOR PLATE <br />OVERFLOW 1 - CENTER OF FILTER ASSEMBLY <br />OVERFLOW 2 - TOP OF CURB BOX <br />10" FILTER ASSEMBLY <br />CG 3067 <br />HIGH -FLOW FABRIC <br />MIRAFI FF101 <br />STORM DRAIN INLET PROTECTION 0 <br />NO SCALE <br />CURB <br />/e <br />I7 <br />7222 SUNWOOD DRIVE <br />CASEY'S RETAIL COMPANY <br />%a <br />• ° • .lJ•/ • <br />.. .A4.-.. <br />��------------ \ ° <br />' /• ry .7`/////////////////////////// I <br />1 ° / <br />mslt `°. �' ❑ • , I , / / <br />ROCK CONSTRUCTION ENTRANCE 1 el ' / „/�----- --� <br />\\ • . a T' I : /r CASEY'S GAS STATION / \\ <br />\ I / 1 <br />\\ r I •,«-1i7A 7ZZZ///<///////////////0/ <br />\ ' e G„"— ---- - ------ g pia <br />\\ , -� IL4; 1 i� \ <br />\ <br />.'>.�••• - % % ass— -- --- <br />▪ �G — <br />POLYESTER SLEEVE <br />MANHOLE COVER <br />POLYESTER SLEEVE <br />FILTER ASSEMBLY <br />MANHOLE COVER <br />.4 04 ASSEMBLY <br />ASSEMBLY , / <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 icensed Profes tonal Engineer under the laws <br />of the Stat of Minr(esota. ll <br />G . JCICHUM, P.E., P.E. <br />• <br />Date 8Lic. No 23461 <br />ISOMETRIC VIEW <br />DESIGNED BY: <br />CJJ <br />DRAWN BY: <br />IDM <br />U(1 ND BY: <br />CJJ <br />,7 <br />FILTER ASSEMBLY <br />MANHOLE <br />IN -PLACE ELEVATION VIEW <br />STORM DRAIN INLET PROTECTION 3® <br />6 NO SCALE <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 />www.hakanson-anderson.com <br />• <br />d1 <br />,. <br />SCOOTER'S COFFEE <br />I <br />I <br />1 <br />/ <br />/ <br />, <br />7. <br />8. <br />1 O <br />LEGEND <br />900 <br />goo <br />900 <br />EXISTING MAJOR CONTOUR <br />EXISTING MINOR CONTOUR <br />PROPOSED MAJOR CONTOUR <br />PROPOSED MINOR CONTOUR <br />PROPOSED BUILDING <br />PROPOSED CURB <br />PROPOSED TIPOUT CURB <br />SILT FENCE 0 <br />INLET PROTECTION SEE DETAILS <br />ON THIS SHEET <br />EXISTING BITUMINOUS PAVEMENT <br />EXISTING CONCRETE PAVEMENT <br />PROPOSED BITUMINOUS PAVEMENT <br />�°- PROPOSED CONCRETE PAVEMENT <br />DRAINAGE DIRECTION <br />GENERAL NOTES <br />1. PLACE A MINIMUM OF 4" OF SALVAGED TOPSOIL OVER <br />ALL DISTURBED AREAS OUTSIDE THE PROPOSED PARKING <br />LOT AND BUILDING AREA. TOPSOIL SHALL NOT CONTAIN <br />MORE THAN 35% SAND. SEE NOTES ON SHEET 2. <br />2. VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL <br />PLANS. <br />3. SEE SHEETS 7 AND 8 FOR UTILITY PLAN. <br />4. CONTRACTOR SHALL IMMEDIATELY INITIATE STABILIZATION <br />OF EXPOSED SOIL AREAS AND COMPLETE STABILIZATION <br />WITHIN SEVEN CALENDAR DAYS AFTER THE <br />CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE <br />TEMPORARILY OR PERMANENTLY CEASES. <br />5. CONTRACTOR SHALL DETERMINE A LOCATION FOR <br />CONCRETE AND OTHER WASHOUT WASTE. A SIGN SHALL <br />BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY <br />THAT REQUIRES SITE PERSONNEL TO UTILIZE THE <br />PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND <br />OTHER WASTES. <br />6. STREET SWEEPING MUST BE PERFORMED DAILY IF <br />SEDIMENT IS TRACKED OUTSIDE THE CONSTRUCTION <br />LIMITS OR ONTO ANY CITY STREETS. <br />MAXIMUM FINISHED GRADE SLOPE SHALL BE 4:1. <br />SEE LANDSCAPE PLANS FOR PERMANENT COVERAGE OF <br />EXPOSED SOILS. <br />REFERENCE NOTES <br />PRIOR TO IMPORTING OR EXPORTING MATERIAL FROM THE <br />SITE, CONTRACTOR SHALL CONSTRUCT A ROCK <br />CONSTRUCTION ENTRANCE PER CITY PLATE NO. ERO-5. <br />SILT FENCE PER CITY PLATE NO. ERO-1. <br />INLET PROTECTION SHALL BE INSTALLED ON ALL <br />CASTINGS RECEIVING RUNOFF FROM THE PROJECT AREA. <br />INLET PROTECTION SHALL BE INSTALLED ON EXISTING, <br />OFF SITE CASTINGS PRIOR TO THE START OF <br />CONSTRUCTION. WIMCO MODELS CG 3067 AND RD 27 <br />ARE SHOWN. FIELD VERIFY ALL CASTING TYPES. OTHER <br />INLET PROTECTION DESIGNS MAY BE REQUIRED. <br />20 <br />SCALE <br />N1 <br />20 <br />IN <br />GRADING AND EROSION CONTROL PLAN <br />CITY OF RAMSEY, MINNESOTA <br />40 <br />FEET <br />SHEET <br />6 <br />12 <br />SHEETS <br />5261 .0' <br />