Laserfiche WebLink
X X X X X X X X X X X X X X X X X X X X X X X X X X X <br />XXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX <br />XXXXXXXX X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXX <br />X X X X <br />XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED BUILDINGADDITION #2FFE = 907.2 = ARCH 100'-0"AA917.7918.4918.4915.9918.1906.3907.6906.7904.1 ME908.0904.9 ME905.3 ME905.7 ME916.3 ME915.4914.0913.0912.0910.5910.0908.8908.0916.6918.1917.2918.0916.3918.7918.3917.4916.0907.4911.3908.7907.5907.7913.7907.3913.6 ME914.0 ME916.7 ME907.7907.3 ME906.4906.8903.8 ME917.0909.3 ME909.3 ME909.1 ME907.2907.2907.2907.2907.2FFE = 909.3 = ARCH XX'-X"FFE = 911.3= ARCH XX'-X"PROPOSED BUILDINGADDITION #1910.2911.3911.3904.9905.1905.1904.5 ME904.5 ME903.8903.8903.9902.5901.9902.3901.4902.2900.6901.4901.6900.3899.5901.0 ME900.9 ME900.7 ME901.9900.1902.1901.6902.7899.7 ME898.9 ME907.6904.7905.4905.8905.8905.8905.1 ME???905.3907.0906.6 ME907.1906.1907.9906.9908.0906.3908.1907.0908.2918.2918.3913.1 ME914.6914.5913.8913.9918.1AAAAAA905910915904906907908909911912913914916917NORTH PARKING LOTBALLFIELDPARKING LOTPROPOSED STORAGEBUILDINGEAST PARKING LOTBD XINV. = XXX.XX = MECH XX'-X"CB 3RIM = 900.1INV. = 898.58CB 4RIM = 903.5INV. = 898.94CB 5RIM = 906.1INV. = 884.69CB 4RIM = 906.9INV. = 884.19CB 6RIM = 906.3INV. = 884.41MH 109RIM = 913.2INV. = 883.62159' - 15" RCP @ 2.00%130' - 12" RCP @ 0.44%113' - 12" RCP @ 0.44%179' - 12" RCP @ 0.44%11' - 12" PVC @ 0.44%CB 7RIM = 911.0INV. = XXXXSILT FENCE = 1,310 L.F.SEDIMENT CONTROL LOG = XXX L.F.ROCK CONSTRUCTION ENTRANCE = 120 C.Y.EROSION CONTROL BLANKET = XXX S.Y.SEDIMENT CONTROL DEVICE AT STORM SEWER INLET = XXXAPPROXIMATE EROSION CONTROL DEVICEQUANTITIESLANDSCAPE 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:NorthSEDIMENT CONTROL PLAN - NORTHWESTDAVID A. REYXX/XX/XX40180MLBDAR1" = 30'C1.61MINNESOTAPROFESSIONAL ENGINEER2425 Long Lake RoadNew Brighton, Minnesota 55112IRONDALE HIGHSCHOOL ADDITIONSAND RENOVATIONS1. REFER TO SHEET C1.41, GRADING AND DRAINAGE PLAN - NORTHWEST, 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 SEDIMENTATION ASA 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.NOTESLEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOUREXISTING SPOT ELEVATIONPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWTW = FINISH GRADE AT HIGH SIDE OF WALLBW = FINISH GRADE AT LOW SIDE OF WALLPROPOSED GRADING LIMITSPROPOSED STORM SEWERPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED UNDERGROUND STORAGE UNITSPROPOSED SILT FENCEPROPOSED SEDIMENT CONTROL LOGPROPOSED ROCK CONSTRUCTION ENTRANCEPROPOSED EROSION CONTROL BLANKETPROPOSED TEMPORARY DIVERSION BERMSEDIMENT CONTROL DEVICE AT STORM SEWER INLETPROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINE1C2.1195554.6A