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a <br />0 <br />N <br />Ln <br />I <br />Li <br />0 <br />Q <br />ry <br />rn <br />N <br />3 <br />M <br />N <br />co <br />U <br />N <br />O <br />L <br />n <br />O <br />N <br />In <br />U <br />0 <br />a_ <br />a <br />EROSION CONTROL NOTES: <br />*THE EROSION CONTROL ON THIS PLAN HAS BEEN PREPARED AS A GUIDE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, MODIFYING AND <br />IMPLEMENTING AN ALTERNATE EROSION CONTROL PLAN BASED ON THEIR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF <br />CONSTRUCTION. <br />1. ALL EROSION CONTROL MEASURES SHOULD BE IMPLEMENTED AND CONSTRUCTED IN ACCORDANCE WITH MPCA TECHNICAL STANDARDS. <br />2. CONTRACTOR TO COORDINATE WEEKLY INSPECTIONS AND REPORT ON ALL EROSION CONTROL MEASURES, OR AFTER A RAIN EVENT OF Y2" OR MORE. <br />3. EROSION MAT IS REQUIRED ON 3:1 AND GREATER SLOPES. <br />4. ADJACENT ROADWAYS MUST BE SWEPT TO KEEP THEM FREE OF SEDIMENT AT THE END OF EACH DAY. <br />5. ALL DISTURBED GROUND LEFT INACTIVE FOR FOURTEEN OR MORE DAYS MUST BE STABILIZED BY SEEDING, MULCH OR SODDING. <br />6. ACCESS INTO THE SITE DURING CONSTRUCTION SHALL ONLY BE THE LOCATION WITH A TRACKING PAD. <br />7. CONTRACTOR TO DETERMINE TOPSOIL STOCKPILE LOCATION. TOPSOIL MUST BE BORDERED BY SILT FENCE TO RETAIN EROSION. <br />GRADING NOTES: <br />1. ALL CONTOURS ARE COMPUTER GENERATED AND <br />REPRESENT APPROXIMATE LOCATIONS. PROPOSED <br />CONTOURS REPRESENT FINISHED GROUND GRADES <br />AFTER RESTORATION. CONTOURS IN STREET <br />REPRESENT TOP OF PAVEMENT/GRAVEL. <br />2. STRUCTURE PLACEMENT SHALL COMPLY WITH ALL <br />APPLICABLE SETBACKS PER CITY/COUNTY CODE. <br />3. CONTRACTOR SHALL BE RESPONSIBLE FOR <br />INSURING POSITIVE DRAINAGE AWAY FROM <br />STRUCTURES. <br />GRADING LEGEND <br />855 FINISHED GRADE CONTOUR—MJR <br />o FINISHED GRADE CONTOUR—MNR <br />---- 855 --- <br />EXISTING <br />GRADE <br />CONTOUR—MJR <br />SPB <br />---- <br />EXISTING <br />GRADE <br />CONTOUR—MNR <br />SPB <br />+ 824.3f EXISTING SPOT ELEVATION <br />+823.5 PROPOSED SPOT ELEVATION <br />8. CONTRACTOR SHALL ADJUST THE APPROPRIATE STRUCTURAL AND NON—STRUCTURAL BMP'S BASED ON PROGRESS OF FILLING AND GRADING THE SITE. 4. ALL SPOT ELEVATIONS ARE TOP OF PROPOSED DRAINAGE DIRECTION <br />ADJUSTMENT SHALL BE BASED ON MEETING THE REQUIREMENTS OF THE NOTICE OF INTENT GRADING PERMIT. ASPHALT/GRAVEL UNLESS OTHERWISE NOTED. <br />9. CONTRACTOR SHALL PLACE TOPSOIL, SEED, AND EROSION MAT ON STEEP SLOPES AROUND PERIMETER OF SITE ONCE GRADES ARE COMPLETED. <br />RESTORATION OF SITE MAY OCCUR IN PHASES. CONTRACTOR WILL NOT BE PAID EXTRA FOR MOBILIZATIONS FOR RESTORATION. <br />�. \ <br />/44 <br />- -----PROPERTY BOUNDAR y3� _ <br />H ❑-----� n u _ 930 ❑ ❑� �'� H 0 <br />2 5/17 <br />REVISED GRADING ALONG BACK OF CURB SANITARY EASEMENT <br />SPB <br />SPB <br />SPB <br />1 4/17 <br />REVISED GRADING NOTE <br />SPB <br />SPB <br />SPB <br />10. DATE <br />REVISIONS <br />DRAFTED BY I <br />DESIGN BY <br />CHEC4 <br />5. THE ENTIRE POND SHALL BE CLAY LINED FROM <br />THE BOTTOM ELEVATION OF 920.0 UP TO ELEVATION <br />OF 925.7. ADJACENT TO THE WETLAND (EAST SIDE <br />PROJ. N0. AEC <br />16263 _ <br />HIGHWAY 61 <br />ADVANCED ENGINEERING CONCEPTS <br />1360 INTERNATIONAL DRIVE <br />EAU CLAIRE, WI 54701 <br />PH: 715-552-0330 <br />info@rls—aec.com <br />COPYRIGHT 2017 AEC LLC. <br />GROUND <br />FINISHED FLOOR ELEVATION <br />EROSION CONTROL LEGEND <br />❑ - SILT FENCE — DETAIL HU—EC-21 <br />EROSION MAT <br />DETAIL C-220 <br />STONE TRACKING PAD <br />DETAIL HU—EC-1 <br />❑INLET PROTECTION <br />DETAIL HU—EC-3 <br />EROSION LOGS <br />DFTAII C -2n5 <br />H ['--------- - PROPERT <br />GRADING AND EROSION CONTROL PLAN <br />1 <br />3 <br />3 <br />3 <br />0 15 30 60 <br />,930.16FL <br />STONE TRACKING PAD <br />DETAIL C-400 <br />3 <br />Z <br />-931.04FL <br />z 3 <br />- N <br />u <br />Z <br />D <br />m <br />Ld <br />0 I �i <br />� I i <br />4/ <br />II � <br />❑ H �- <br />3 <br />WTR WTR <br />HUGO MINI STORAGE <br />HUGO, MN <br />DWG NAME ^ <br />16263 PG4 <br />GRADE <br />DATE <br />03/2017 <br />no <br />