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<br /> TEMPORARY EROSION GRADING & EROSION CONTROL LEGEND
<br /> CONTROL SUMMARYTD PROPERTY LINE FS R F
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<br /> - T EGA SILT FENCE: 2,360 LF
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<br /> NED 13UR AIL R BIO ROLL: 950 LF 964 PROPOSED CONTOURS (MINOR)
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<br /> RN RAID INLET PROTECTION: 6 EACH EXISTING CONTOURS (MAJOR) E L 1 - 1
<br /> RAILROAD) R�T� MINN APO IS, MN 554 6 379
<br /> EXISTING CONTOURS (MINOR)
<br /> PH: 763-475-0010
<br /> ROCK CONSTRUCTION ENTRANCE: 1 EACH www.srfconsulting.com
<br /> ROCK CONSTRUCTION EROSION CONTROL BLANKET: 8,060 SY SILT FENCE PREPARED FOR
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<br /> CONTROL INFO INCLUDING , _ • •+' + + - _ _ DENNIS PROPERTIES
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<br /> SHREDDED HARDWOOD _ 'I� + + + '+ '+ . • +- IU) �� 2214 FIFTH STREET, UNIT 3,
<br /> MULCH / + + + + + + + - - - - - _ WHITE BEAR LAKE, MN 55110
<br /> 651-247-7007
<br /> MnDOT SEED MIX 34-171 (WETLAND
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<br /> EDGE OF ICE MEASURED ON � ° �0 CERTIFICATION
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<br /> EDGE OF DELINEATED ` - '� o / I hereby certify that this plan, specification, or
<br /> 12-05-19 _ _ ���
<br /> WETLAND OWHL 926. 51 �- 'VO - °' � I / x report was prepared by me or under my direct
<br /> _
<br /> ICE ELEVATION - OHWL - 926.651 / I / supervision and that I am a duly Licensed
<br /> EROSION CONTROL NOTES FLOOD PLAIN 928.651 0 / ^ \ I // Professional Engineer under the laws of the
<br /> State of Minnesota.
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<br /> 1. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO
<br /> THE GUIDELINES OF Cl/ASCE 38-2, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE DOCK 00000000
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<br /> UTILITY DATA." � °
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<br /> o O I x Signature Name:
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<br /> NO PERMANENT IMPACTS WITHIN _ MICHAEL C. AARON
<br /> 2. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO 0\ I i Print Name:
<br /> COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS WETLAND AREA. MINIMIZE DISTURBANCE
<br /> FROM THE PLANS. FOR DECK/DOCK CONSTRUCTION AND USE oo ` ' I i Date: XXXXX Lic. No.: 25721
<br /> SILT FENCE AT WETLAND
<br /> 3. CONTRACTOR TO PROVIDE ALL WORK AND MATERIALS FOR GRADING, SUBSOIL CORRECTIONS (IMPORT/EXPORT), RETAINING WALLS, TEMPORARY MATS FOR ACCESS ROUTE, LINE AND AS SHOWN ' I ISSUE RECORD
<br /> TOPSOIL, EROSION CONTROL AND OTHER RELATED ITEMS. GRADES TO MATCH EXISTING BETWEEN PRIMARILY IN WETLAND AREAS. (TYP.) I I ID I� I ISS DATE DESCRIPTION
<br /> 4. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS BUILDING WALL (EXPOSED FOUNDATION) I °.O \
<br /> OTHERWISE NOTED. AND WETLAND LINE. MINIMIZE ��g O o`
<br /> BUILDING ROOF STORMWATER BIO-LOGS IN WETLAND AREA AS o 10-22-2021 CITY SUBMITTAL
<br /> 5. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. DISTURBANCE FOR FOUNDATION WALLS ��b� � I 1 03-18-2022 CITY RESUBMITTAL
<br /> RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. CONSTRUCTION AND USE TEMPORARY TO SURFACE DRAIN SECONDARY PROTECTION, `\ ; % \
<br /> PERMEABLE PAVEMENT, VIA MINIMUM 5 CLEAR TO SILT
<br /> 6. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE MATS FOR ACCESS ROUTE, PRIMARILY IN \
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<br /> WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. STRIP, STOCKPILE, AND REDISTRIBUTE EXISTING TOPSOIL, WETLAND AREAS. (TYP.) DOWNSPOUTS FENCE, AND RELOCATED, ASREQUIRED, FOR DECK/DOCK
<br /> AS SUITABLE.
<br /> 7. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT CONSTRUCTION
<br /> WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 18. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO COMMENCING GRADING ACTIVITIES AND SHALL MAINTAIN SAID \ \ I CO
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<br /> 8. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS MEASURES FOR DURATION OF CONSTRUCTION ACTIVITIES. UPON ESTABLISHMENT OF TURF, THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES AND DISPOSE OF OFF SITE. \ b / '•> - -
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<br /> AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. � `� i � �• ' -93-4- -
<br /> 9. DUST SHALL BE ADEQUATELY CONTROLLED. 19. CONTRACTOR TO PREVENT DIRT AND/OR DEBRIS FROM ENTERING STORM SEWER OR BEING TRANSPORTED OFF SITE IN AN UNCONTROLLED \\ \ �� ; • "
<br /> MANOR. CONTRACTOR TO VERIFY AT PROJECT CLOSEOUT THAT STORM SEWER SYSTEM IS CLEAR OF SEDIMENT AND/OR DEBRIS AND IS \° • '�
<br /> 10. ALL SLOPES 1:3 (V:H) OR GREATER REQUIRED TO RECEIVE SURFACE EROSION CONTROL WHETHER IT IS INDICATED ON THE PLAN OR NOT: FULLY FUNCTIONAL. \ OQ PROJECT INFO
<br /> MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES. 20. CONTRACTOR SHALL PROVIDE REQUIRED EROSION CONTROL MONITORING, PER REQUIREMENTS AND CERTIFICATION, TO INSPECT AND REMOVE (CUT) VEGETATION �0
<br /> ABOVE WATERLINE ALONG `\ b 1 = DRAWN: N. SCHAUFENBUEL
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<br /> 11. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. DOCUMENT ALL EROSION CONTROL MEASURES WEEKLY (EVERY 7 DAYS) AND AFTER EVERY 0.5 INCH RAINFALL EVENT, PER REQUIREENT � 'FONDANTAVE N
<br /> CONTRACTOR TO PROVIDE CORRECTIVE MEASURES IMMEDIATELY FOR ANY NON-COMPLIANCE OBSERVATIONS. 5O'+/- WIDE CORRIDOR \ o DESIGNED: N. SCHAUFENBUEL
<br /> 12. TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM -
<br /> WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE 21. ALL DISTURBED NON-PAVED AREAS SHALL RECEIVE TEMPORARY PROTECTION OR PERMANENT COVER WITHIN 14 DAYS OF DISTURBANCE AT EACH DOCK \00 i � ' CHECKED: P. SCHROEDER
<br /> EXEMPT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. OPERATIONS. \0' / - - - - PROJECT NO: 14356.00
<br /> 13. FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE 22. WHEN TRAPPED SEDIMENT REACHES 1/3 OF THE HEIGHT OF SILT FENCE IT SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE b�
<br /> STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT CONTRACTOR. d� i i SHEET TITLE
<br /> PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED 0
<br /> FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND/BASIN TO DESIGN CAPACITY. 23. CATCH BASIN SEDIMENT FILTER SACKS SHALL BE CLEANED WHEN SEDIMENT REACHES 1/3 THE CAPACITY OF THE SACK. 0
<br /> IT SHALL BE REMOVED WITHIN 24 HOURS OF DISCOVERY WHEN SEDIMENT IS TRACKED ON TO PAVED SURFACES, .
<br /> 14. THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS VERIFYING PROPER CONSTRUCTION OF THE BEST 24. O O
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<br /> MANAGMENT PRACTICES (BMP) -THE MORE RESTRICTIVE REQUIREMENT SHALL APPLY. 25. ANY SEDIMENT FROM THE CONSTRUCTION SITE THAT ACCUMULATES ON OR OFF THE OWNER'S PROPERTY SHALL BE REMOVED BY THE 0 PHASE 1 - EROSION
<br /> 15. SEE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NOTES AND DETAILS FOR ADDITIONAL EROSION CONTROL NOTES AND CONTROL PLAN
<br /> CONTRACTOR AT HIS/HER EXPENSE. ANY DAMAGE THAT OCCURS FROM THE ACCUMULATED SEDIMENT OR FROM THE CONTRACTOR'S b00 i \
<br /> REMOVAL OF THE SEDIMENT SHALL BE REPAIRED BY THE CONTRACTOR AT HIS/HER EXPENSE.
<br /> REQUIREMENTS. CONTRACTOR SHALL PROVIDE ALL REQUIRED EROSION CONTROL PERMITS/FEES, INSPECTORS, INSPECTIONS, AND \
<br /> DOCUMENTATION. PLAN REPRESENTS MINIMAL EROSION CONTROL, CONTRACTOR TO PROVIDE ADDITIONAL MEANS AND METHODS FOR 26. ALL EXCAVATIONS MUST COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR, PART 1926, SUBPART P, "EXCAVATIONS AND
<br /> THE PROJECT AS NECESSARY TO MAINTAIN COMPLIANCE. TRENCHES." THIS DOCUMENT STATES THAT EXCAVATION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
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<br /> 16. CONTRACTOR TO PROVIDE ALL SUBGRADE SOIL CORRECTIONS, INCLUDING REMOVAL OF SUBGRADE DEBRIS, FOR PROJECT IMPROVEMENTS 27. THE CONTRACTOR MUST COMPLY WITH THE REQUIREMENTS OF THE PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN. 9�3 _ _
<br /> SUCH AS BUILDING, PAVEMENT, UTILITY, RETAINING WALLS, AND OTHER RELATED ITEMS. REFER TO THE RECOMMENDATIONS IN THE TEMPORARY STORMWATER IMPROVEMENTS SHALL BE PROVIDED UNTIL THE PERMANENT IMPROVEMENTS ARE ESTABLISHED. 0 \ \ _ _ 0 30 60
<br /> GEOTECHNICAL REPORT FOR ANY ADDITIONAL SITE PREPARATION INFORMATION OR REQUIREMENTS. CONTRACTOR TO DESIGN AND SUBMIT ALL TEMPORARY STORMWATER ITEMS FOR ENGINEER APPROVAL. O
<br /> 17. IF GROUND WATER IS PRESENT IN THE EXCAVATION, OR IF THE EXPOSED SOILS ARE WET AND UNSTABLE, CONTACT THE OWNER OR 28. CONTRACTOR TO PROVIDE ALL SURVEY CONSTRUCTION STAKING. SCALE IN FEET
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<br /> ENGINEER FOR A RECOMMENDATION FROM THE GEOTECHNICAL ENGINEER. 29. STABILIZE AREA ADJACENT TO PERMEABLE PAVEMENT IMMEDIATELY TO REDUCE RISK OF CLOGGING. 1 = 30'
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