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MULTI-PURPOSESYNTHETIC FIELD(ALTERNATE BID - REFER TOSHEET C1.X1)9-LANE RUNNING TRACKSTADIUMFIELDSTEEPLECHASE PITHIGHJUMP1C2.12C2.11C2.11C2.1[][]>>>>>>>>>>>>>>>>>>>>>>>>>> <br />>>>> <br />>> <br />>>>>>>>>>> <br />>> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />>> <br />>> <br />>>>>>>>>>>>>>> <br />>> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />>>>>>>>>>> <br />>>>>>>>>>>> <br />>> <br />>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>AAAAAAA[][][] <br />[] <br />[][][][][][][][][][][][][][][][][][][][][ <br />] <br />[][][][][][][][][][][][][][][][][][]AA1C2.11C2.11C2.1A3C2.13C2.13C2.13C2.13C2.13C2.13C2.13C2.14C2.14C2.14C2.14C2.15C2.15C2.1AAAALTERNATE 1 LIMITSALTE <br />R <br />N <br />A <br />T <br />E <br />1 <br />LI <br />MI <br />T <br />SALTERNATE 1 LIMITSALTE <br />R <br />N <br />A <br />T <br />E <br />1 <br />LI <br />MI <br />T <br />S <br />AAAAREROSION ANDSEDIMENT CONTROLPLAN1. REFER TO SHEET C1.3, 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. INLET PROTECTION DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWERSTRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. APPROVED PRODUCTS:a. ROAD DRAIN "TOP SLAB", MANUFACTURED BY WIMCOb. ROAD DRAIN "CURB & GUTTER", MANUFACTURED BY WIMCOc. INFRASAFE "SEDIMENT CONTROL BARRIER", MANUFACTURED BY ROYALENVIRONMENTAL SYSTEMS, INC.d. INFRASAFE "DEBRIS COLLECTION DEVICE", MANUFACTURED BY ROYALENVIRONMENTAL SYSTEMS, INC.e. INFRASAFE "CULVERT INLET PROTECTOR", MANUFACTURED BY ROYALENVIRONMENTAL SYSTEMS, INC.f. DANDY SACK, MANUFACTURED BY DANDY PRODUCTS, INC.g. DANDY CURB SACK, MANUFACTURED BY DANDY PRODUCTS, INC.h. OR APPROVED EQUAL.8. PRIOR TO CONSTRUCTION, DELINEATE TURF AND VEGETATED AREAS NOT TO BE DISTURBEDWITH ORANGE SNOW FENCE. NO CONSTRUCTION TRAFFIC, EQUIPMENT OR MATERIALS SHALLBE PERMITTED TO UTILIZE, ACCESS, OR OTHERWISE ENTER THE AREAS DESIGNATED NOT TOBE DISTURBED. MINIMIZE SOIL COMPACTION AND DISRUPTION OF TOPSOIL IN AREAS OUTSIDETHE CONSTRUCTION LIMITS TO COMPLY WITH MN CONSTRUCTION STORMWATER GENERALPERMIT.NOTESSILT FENCE = 800 L.F.SEDIMENT CONTROL LOG = 1,000 L.F.ROCK CONSTRUCTION ENTRANCE = 25 C.Y.EROSION CONTROL BLANKET = 3,000 S.Y.INLET PROTECTION DEVICE AT STORM SEWER INLET = 16APPROXIMATE EROSION CONTROLDEVICE QUANTITIESLEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOURPROPOSED 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 FLARED END SECTION (FES)PROPOSED SURGE BASINPROPOSED SILT FENCEPROPOSED SEDIMENT CONTROL LOGPROPOSED ROCK CONSTRUCTION ENTRANCEPROPOSED EROSION CONTROL BLANKETPROPOSED TEMPORARY DIVERSION BERMINLET PROTECTION DEVICE AT STORM SEWER INLETPROPOSED TREE LINEPROPERTY LINE1C2.192828.6>>A[]ATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021JRPDCR0V112308792810C2.113C2.211C2.116C2.117C2.118C2.119C2.11C2.13C2.12C2.14C2.15C2.1FEETSCALE03060HORZ.