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XXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X <br />XXXXXXXXXCLVTELEV=911.10CLVTELEV=911.65CLVTELEV=910.60CBR=913.05I=I=I=I=I=I=CBR=914.44I=I=I=I=I=I=CBR=914.34I=I=I=I=I=I=CBR=914.38I=I=I=I=I=I=CBR=916.12I=I=I=I=I=I=CBR=916.08I=I=I=I=I=I=CBR=913.88I=I=I=I=I=I=S>>>>>>>>>>>>>>>>>>>>D909 910915914913911912913914910915916914913910915920920 915914913912911 <br />915 <br />915916916915914llllllllllllllllll>>>>>>>>>>>>>>>>>>>>CONCRETE WASHOUT2C4.011C4.01SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFIPIP4C4.01SFSFSFSF915 913914 <br />915 <br />915914916 910908908909 909IPIPSFTEMPORARYBIOLOG (TYP.)4C4.01SFSFSFSFRSHEET Bolton & Menk, Inc. 2023, All Rights Reservedch:\tomascom_pr\0t7129812\CAD\C3D\129812C201.dwg 8/14/2023 12:36:42 PM <br />DESIGNEDDRAWNCHECKEDCLIENT PROJ. NO.ISSUED FOR DATENO.LINO LAKES, MINNESOTAOUTDOOR STORAGE EXPANSION0T7.129812DATELIC. NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.BRENT H. JOHNSON 2037808/14/2023MJIMAMBHJSEDIMENT AND EROSION CONTROL PLANFEETSCALE050100HORZ.IP1C4.01912910>>>>SFSFREFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOURPROPOSED CONTOURPROPOSED GRADING LIMITSPROPOSED STORM SEWERPROPOSED OUTLET CONTROL STRUCTUREINLET PROTECTION DEVICE AT STORM SEWER INLETPROPOSED SILT FENCEPROPOSED SEDIMENT CONTROL LOGPROPOSED ROCK CONSTRUCTION ENTRANCEPROPOSED EROSION CONTROL BLANKETPROPERTY LINE1. REFER TO SHEET G0.01, TITLE SHEET, FOR GENERAL NOTES.2. REFER TO SWPPP NARRATIVE, SHEET C202, FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS.3. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTIONRELATED DIRT AND DEBRIS.4. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL REGULATIONS.5. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN DOWNSTREAM SEDIMENTATION, CLEAN OUT DOWNSTREAM STORM SEWERS AND OTHER CONVEYANCE DEVICES ASNECESSARY, INCLUDING ASSOCIATED RESTORATION.6. INLET PROTECTION DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER STRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST OF APPROVED PRODUCTS (a-h):a) ROAD DRAIN "TOP SLAB", MANUFACTURED BY WIMCO b) ROAD DRAIN "CURB & GUTTER", MANUFACTURED BY WIMCO c) INFRASAFE "SEDIMENT CONTROL BARRIER", MANUFACTURED BY ROYAL ENVIRONMENTALSYSTEMS, INC. d) INFRASAFE "DEBRIS COLLECTION DEVICE", MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS, INC. e) INFRASAFE "CULVERT INLET PROTECTOR", MANUFACTURED BY ROYAL ENVIRONMENTALSYSTEMS, INC. f) DANDY SACK, MANUFACTURED BY DANDY PRODUCTS, INC. g) DANDY CURB SACK, MANUFACTURED BY DANDY PRODUCTS, INC. h) OR APPROVED EQUAL.7. PRIOR TO CONSTRUCTION, DELINEATE TURF AND VEGETATED AREAS NOT TO BE DISTURBED WITH ORANGE SNOW FENCE. DO NOT ALLOW CONSTRUCTION TRAFFIC, EQUIPMENT, OR MATERIALS TO UTILIZE, ACCESS, OROTHERWISE ENTER THE DELINEATED AREAS. MINIMIZE SOIL COMPACTION AND DISRUPTION OF TOPSOIL IN AREAS OUTSIDE THE CONSTRUCTION LIMITS TO COMPLY WITH THE MN CONSTRUCTION STORMWATER PERMIT.NOTESC2.011C4.013C4.012C4.014C4.01RLEGEND