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88088188288288388388488488588588588588688688688788788888989089089189289389389489489589589689689689789789889889889989907.807.807.800.889989990090090090000.399.300.399.898.998.699.8 ME00.800.390090190290507.807.807.807.890690690690690707.889.385.285.785.586.085.785.290705.004.905.005.890705.707.509.909.290790790790790790890890890890990990990991091091106.808.007.206.306.906.808.608.609.009.006.306.106.606.3PROPOSED BUILDINGADDITION #1PROPOSED BUILDINGADDITION #2PROPOSED BUILDINGADDITION #3F.F.E. ML = 907.8 / ARCH. 95'-4"F.F.E. LL = 900.8 / ARCH. 88'-8"F.F.E. LL = 900.8 / ARCH. 88'-8"F.F.E. = 900.8 / ARCH. 88'-8"AAAAAAAAAPROPOSEDFILTRATION AREA30.00' SETBACK30.00' SETBACKEOF 84.0LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:NorthUTILITY, SEDIMENT, ANDEROSIONCONTROLPLANDAVID A. REYXX/XX/XX4018017225210/15/2018METDAR1" = 40'C1.41CITY SUBMITTALNOT FOR CONSTRUCTIONMINNESOTAPROFESSIONAL ENGINEERISD #621: MOUNDSVIEW PUBLIC SCHOOLS4570 VICTORIA ST NSHOREVIEW, MN 551165100 EDGEWOOD DR.MOUNDS VIEW, MN 55112EDGEWOODMIDDLE SCHOOL2018 ADDITION ANDRENOVATIONLEGEND1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES.2. REFER TO SWPPP NARRATIVE (SECTION 01 89 13) FOR CONSTRUCTION SEQUENCING ANDEROSION CONTROL REQUIREMENTS.3. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSEDDIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATIONAS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.4. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.5. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCALREGULATIONS.6. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT INDOWNSTREAM SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUTDOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION.7. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWERSTRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS:A.WIMCO TOP SLAB™ MODEL RD 27.B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTALSYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE ANDCASTING SPECIFIED. SCB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATEDSHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALLONLY, WITH A GEOTEXTILE SOCK.C. DANDY BAG® OR DANDY BAG II® DISTRIBUTED BY BROCK WHITE COMPANY, ST. PAUL,MN (615) 647-0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTERPAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED OR AT EXISTING PAVEDAREAS.D. INFRASAFE® DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC.,DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'SSHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. PROVIDEFILTER BAGS AND TIES FOR COMPLETE INSTALLATION.E. OR APPROVED EQUAL.NOTESEXISTING CONTOURPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGPROPOSED GRADING LIMITSPROPOSED STORM SEWERPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED UNDERGROUND STORAGE UNITSPROPOSED SILT FENCEPROPOSED SEDIMENT CONTROL LOGPROPOSED ROCK CONSTRUCTION ENTRANCESEDIMENT CONTROL DEVICE AT STORM SEWER INLETPROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINE90504.6A020 40