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9139119119119129129139139256791491491491591591591691691791791791791891891992091591690690791191291291327.4 ME26.926.927.427.427.427.427.427.3 ME27.117.5 ME18.7 ME19.1 ME18.7 ME18.4 ME18.4 ME20.9 ME18.9 ME18.317.818.018.018.018.013.813.713.513.413.213.112.911.811.2 ME11.7 ME12.3 ME07.4 ME07.3 ME07.6 ME12.9 ME17.517.115.514.7 ME17.217.116.916.616.816.715.115.315.413.513.315.315.215.617.917.917.720.820.621.417.516.517.817.617.318.017.216.716.017.216.716.816.615.414.114.715.715.817.017.713.713.822.422.522.722.626.823.0 ME22.7 ME19.0 ME18.9 ME18.1 ME18.5 ME17.718.018.115.0 ME15.9 ME16.6 ME17.0 ME12.7 ME12.6 ME12.3 ME11.9 ME11.9 ME14.014.013.212.813.012.2 ME12.2 ME12.3 ME12.8 ME12.8 ME12.4 ME12.412.412.412.412.412.412.6 ME12.6 ME13.3 ME13.7 ME13.8 ME13.7 ME13.3 ME14.013.813.613.814.013.814.113.914.214.0 ME14.814.113.9 ME17.0 ME14.7 ME15.9 ME15.6 ME16.1 ME15.7 ME15.715.914.914.820.5 ME17.911.7 ME12.7 ME13.6 ME14.3 ME14.2 ME13.8 ME13.3 ME12.5 ME12.6 ME13.313.814.213.813.9 ME13.612.717.517.516.916.917.217.521.421.217.417.918.515.415.715.415.111.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.014.5 ME14.5 ME14.5 ME14.8 ME14.9 ME14.5 ME14.5 ME14.6 ME17.2 ME17.5 ME16.6 ME15.1 ME17.4 ME17.5 ME18.2 ME18.2 ME19.4 ME16.416.6 ME16.2 ME15.8 ME15.6 ME15.2 ME15.3 ME15.916.016.316.516.917.317.717.518.217.116.816.718.2ME6E26.5 ME25.7 ME25.4 ME24.7 ME25.2 ME30.6 ME25 412.0 ME12.2 ME12.1 ME12.5 ME12.212.312.112.212.312.212.812.712.712.612.412.312.412.311.611.211.109.0 ME09.4 ME09.8 ME09.1 ME13.1 ME13.2 ME13.313.212.6 ME12.6 ME20.021.723.831.528.832.627.124.615.1 ME16.015.415.6 ME11.9 EOF18.017.819.118.319.513.4 ME12.9 ME17.717.215.716.915.515.215.416.816.717.9727.2 ME914BUS PARKING(29 BUS STALLS)PROPOSED BUILDING ADDITION 'B'PROPOSED BUILDING ADDITION 'G'EAST PARKING(174 STALLS)WEST PARKING(8 BUS STALLS)SOUTH PARKING(14 BUS STALLS)ACCESSIBLE PARKING(14 STALLS)AAAAAAAAAAAA3C2.11PROVIDE AN ADDITIONAL 2 INLET CONTROLDEVICES AT THE 2 CATCH BASINS ON LAKEVALENTINE ROAD APPROXIMATELY 25'DOWNSTREAM OF THIS POINTA1C2.111C2.111C2.112C2.112C2.111C2.111C2.111C2.111C2.11AA1C2.11APROVIDE CURB INLET PROTECTION ATEACH PRETREATMENT STRUCTURE (4)1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, 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.NOTESLEGENDLANDSCAPE 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:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.521" = 30'DARMET02/06/20191722704018002/06/2019DAVID A. REYCENTERPLANCONTROLAND SEDIMENTPREVENTIONEROSIONAddendum #2 02/22/201911REFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOURPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWPROPOSED GRADING LIMITSPROPOSED STORM SEWERPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED SILT FENCEPROPOSED SEDIMENT CONTROL LOGPROPOSED ROCK CONSTRUCTION ENTRANCESEDIMENT CONTROL DEVICE AT STORM SEWER INLETPROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINEA15C2.1119C2.1120C2.1122C2.1123C2.1191515.61C2.111C2.112C2.113C2.11