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TEMPORARY SILT FENCE (TYP) <br />873.03TC <br />872.56FL <br />872.30DC= <br />872.30FL <br />872.75FG±(ME <br />872.25FL <br />872.00TVG= <br />872.00FL <br />X <br />0 <br />72.35FG±(ME) <br />GRADING GENERAL NOTES <br />1. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS <br />AS EXIST IN THE FIELD AND AS REPRESENTED WITHIN THE PLANS AS SHOWN AND <br />ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING <br />CONSTRUCTION. <br />2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS <br />WORK AND NOTIFY OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES <br />FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK. <br />3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRIS <br />RUN-OFF DURING GRADING OPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.). <br />4. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH <br />GRADING PLAN, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TO <br />REMAIN. MEET EXISTING GRADES ALONG STREETS, PROPERTY LINES AND DRIVEWAY <br />ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR ORIGINAL IF NOT <br />BETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS PRIOR TO BIDDING THE <br />PROJECT. <br />5. TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTH AS MEASURED <br />IN PLACE OF TOPSOIL. TOPSOIL FURNISHED AND INSTALLED BY CONTRACTOR. ALL <br />GRADED SLOPES GREATER THEN OR EQUAL TO 5:1 SHALL BE HYDROSEEDED, <br />EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZE THE SLOPES BY <br />GENERAL CONTRACTOR. <br />874.00FG±(ME <br />874.85TC <br />874.35FL <br />874.00FG±(ME <br />ilitak, <br />III """"411r4r:r:::r% 4:1:4,1110. .1:64.111*"., <br />1 I qi, ' " F .1 ti:444 r* 47.441 la 1 ra ita r*::::;;;;Ittr:llir. 4 <br />EROSION CONTROL BLANKET (PER DETAIL) <br />30' <br />SCALE: I" = 30' <br />CALL 48 HOURS BEFORE DIGGING: <br />GOPHER STATE ONE CALL <br />TWIN CITY AREA 651-454-0002 <br />MINNESOTA TOLL FREE 1-800-252-1166 <br />875.13TC <br />874.63FL <br />74.00TP±(ME) <br />p <br />873.54TC±(ME) <br />873.04FL±(ME) <br />PROVIDE TEMPORARY SEDIMENT <br />LOG AROUND DRAINFIELD <br />.trash <br />enclosure <br />875.88TC±(ME) <br />875.38FL±(ME) <br />875 <br />TEMPORARY ROCK <br />CONSTRUCTION ENTRANCE <br />(EXACT LOCATION TO BE <br />DETERMINED BY <br />CONTRACTOR) <br />Bituminous <br />-R V/amp er Sep tic <br />D p Area <br />EROSION CONTROL NOTES <br />I. CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS TO THE CONSTRUCTION/GRADING LIMITS SHOWN. <br />2. ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTION CONTROL AGENCY'S STORM WATER PERMIT <br />REQUIREMENTS. CONTRACTOR SHALL OBTAIN ALL PERMITS AND COMPLY WITH ALL PERMIT REQUIREMENTS. <br />3. THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY DEMOLITION <br />OR GRADING OPERATIONS AND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BY THE PERMIT. <br />4. CONTRACTOR SHALL INSPECT TEMPORARY EROSION CONTROL MEASURES ON THE ENTIRE SITE AT LEAST EVERY 7 <br />DAYS AND WITHIN 24 HOURS OF ANY MEASURABLE RAINSTORM. DAMAGED SILT FENCE OR OTHER EROSION CONTROL <br />DEVICE OR PRACTICES SHALL BE REPAIRED IMMEDIATELY. INSPECTION AND MAINTENANCE OF DEVICES SHALL <br />CONTINUE UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION. NOTICE OF TERMINATION SHALL BE SUBMITTED TO <br />THE CITY OF RAMSEY PRIOR SENDING A NOTICE OF TERMINATION IS SUBMITTED TO THE MPCA. <br />5. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE <br />EROSION. <br />6. THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED AND MAINTAINED TO <br />CONFORM WITH THE STANDARDS SPECIFIED BY THE CITY OF RAMSEY AND THE MPCA. <br />7. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR THE DISTURBANCE OF ANY AREAS AND <br />MAINTAINED UNTIL ALL TRIBUTARY DISTURBED AREAS ARE RESTORED. <br />8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EROSION CONTROL MEASURES, <br />INCLUDING SILT FENCE AND BALES, UPON ESTABLISHMENT OF PERMANENT VEGETATION IN SAID AREAS. <br />9. ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHER OFF -SITE AREA SHALL BE REMOVED WITHIN 3 HOURS <br />OF NOTIFICATION THAT STREET SWEEPING IS REQUIRED. <br />10. THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECT MUST BE INSTALLED PRIOR TO ANY GRADING <br />OPERATION. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AND VEGETATED AS SOON <br />AS POSSIBLE. ANY FINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS AFTER FINISHED <br />GRADING IS COMPLETED IN ACCORDANCE TO MN/DOT 2575. <br />11. ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MN/DOT SEED MIX, MULCHED, FERTILIZED Sc DISK <br />ANCHORED, PER THE FOLLOWING SCHEDULE: <br />SEED MIX 25-131: 220 LB/AC. <br />FERTILIZER 22-5-10: 350 LB/AC. <br />MULCH TYPE 3: 2 TONS/AC. <br />to <br />AA <br />AtifaitA <br />LEGEND: <br />roili",0101.41sissea, *ease. *A <br />PROPOSED BITUMINOUS PAVEMENT <br />PROPOSED EROSION CONTROL BLANKET <br />IN POND (PER DETAIL) <br />PROPOSED CONCRETE CURB AND GUTTER <br />NEW TOP OF CURB ELEVATION <br />NEW DROP CURB ELEVATION <br />NEW FLOWLINE ELEVATION <br />NEW TOP OF PAVEMENT ELEVATION <br />NEW FINISH GRADE ELEVATION <br />MATCH EXISTING ELEVATION <br />NEW FINISH GRADE SLOPE AND DIRECTION OF FLOW <br />HIGH POINT <br />TEMPORARY SEDIMENT FILTER- HIGH FLOW <br />(PROVIDE IN CITY CATCH BASIN IN RIVERDALE DR NW) <br />PROPOSED TEMPORARY SILT FENCE <br />TEMPORARY ROCK CONSTRUCTION ENTRANCE <br />5'3-so <br />DESCRIPTION <br />Z <br />0 <br />CNI <br />DESIGN BY: <br />0 <br />DRAWN BY: <br />CHECKED BY: <br />FILE:3—Site Plan <br />NO.: 18-0269.01 <br />o <br />cp <br />cn <br />cn <br />co <br />co <br />co <br />02/11 /2025 <br />z <br />uj <br />121 <br />11.1 I - <br />a. <br />co <br />ots <br />0 <br />ZE <br />ww <br />OLLIZ <br />to d- <br />ol <br />L.LI CO <br />CC to <br />LT_ CD <br />-0 E u <br />E"c2 L')) <br />Grading, and Erosion Control Plan <br />SHEET NO. <br />C4.0 <br />