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1C-801SILT FENCE MACHINE SLICEDNOT TO SCALE2C-801EROSION CONTROL BLANKET INSTALLATIONNOT TO SCALE4C-801INLET PROTECTION CATCH BASIN INSERTNOT TO SCALE3C-801STABILIZED CONSTRUCTION EXITNOT TO SCALE5C-801SLOPE TRACKING NOT TO SCALEDIRECTION OFSURFACE FLOWANCHOR TRENCH INSTALLATION:1. DIG 6" X 6" TRENCH2. LAY BLANKET IN TRENCH3. STAPLE AT 1.5' INTERVALS4. BACKFILL WITH NATURAL SOIL ANDCOMPACTOVERLAP END JOINTS MINIMUMOF 6" AND STAPLE OVERLAPAT 18" INTERVALSOVERLAP LONGITUDINALJOINTS MINIMUM OF 6"STAPLE DENSITY SHALL BE AMINIMUM OF 3 U-SHAPED 8",11 GAUGE METAL STAPLES PERSQUARE YARD (THIS MAY VARY ASDIRECTED BY THE CITY)ANCHOR TRENCH (SEE DETAILAND NOTES BELOW)ISOMETRICSEE GENERAL NOTESFOR BLANKET TYPESTAPLEBACKFILLEROSIONCONTROLBLANKETANCHOR TRENCH DETAIL6"6"12" TO 36"DIRECTION OF RUNOFFSTEEL FENCE (T-POST) MINIMUM 5'LONG, MAX6' SPACINGATTACH FABRIC TO POST WITH MINIMUM 3 ZIP TIES (50 LB TENSILE) PER POST IN TOP 8" OF FABRICGEOTEXTILE FABRIC OVERLAP FABRIC 6" ANDFASTEN AT 2' INTERVALSLAY FABRIC IN TRENCHFABRIC ANCHORAGE TRENCH BACKFILLTRENCH WITH TAMPED NATURAL SOILSUPPORT POST ANCHORAGE WITHTAMPED NATURAL SOILSECTION6"MIN.24" MIN.POSTEMBEDMENT8"MIN.NOTES:1.FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATIONTHROUGH ROCK.2.ENTRANCE MUST BE MAINTAINED TO PREVENT SEDIMENTATION ON PUBLICROADWAYS.3.FUGITIVE ROCKS SHALL BE REMOVED FROM ADJACENT ROADWAYS DAILY ORMORE FREQUENTLY AS NECESSARY.ROAD1" - 2" WASHED ROCK18" MIN. CUT OFF BERM TOMINIMIZE RUNOFF FROM SITEISOMETRICISOMETRICCURB AND GUTTEROVERFLOW IS 1/2 OF THECURB BOX HEIGHTDEFLECTOR PLATEOVERFLOW IS 1/2 OF THECURB BOX HEIGHTOVERFLOW AT THE TOP OF THEFILTER ASSEMBLYCURB10" FILTER ASSEMBLYHIGH-FLOW FABRICWIMCO ROAD DRAIN CG-3067 HIGH FLOWINLET PROTECTION CURB AND GUTTERMODEL OR APPROVED EQUAL.NOTES:1.ALL SLOPES WITH A GRADE EQUAL TO OR STEEPER THAN 3:1 REQUIRE SLOPETRACKING.2.SLOPES WITH A GRADE MORE GRADUAL THAN 3:1 REQUIRE SLOPE TRACKING IF THESTABILIZATION METHOD IS EROSION CONTROL BLANKET OR HYDROMULCH.UNDISTURBED VEGITATIONSLOPETRACKED EQUIPMENT TREADSCREATE GROOVES PERPENDICULARTO SLOPE DIRECTIONISOMETRIC6C-801BEDDING METHODS FOR PVC AND HDPENOT TO SCALE7C-801BEDDING METHODS FOR RCP, CMP & DIPNOT TO SCALEPIPE FOUNDATION & BEDDING IN GOOD SOILSPIPE FOUNDATION & BEDDING IN POOR SOILSNOTE:1."D" DENOTES OUTSIDE DIAMETER OF PIPED+12" MIN.6"12"DGRANULAR FILL.MNDOT SPEC. 3149.2.F(MODIFIED - 100%PASSING 3/4 INCHSIEVE)COMPACTED BACKFILLCOARSE FILTER AGGREGATEMNDOT SPEC 3149.2HCOMPACTED BACKFILLDD+12" MIN.12"6"NOTE:1."D" DENOTES OUTSIDE DIAMETER OF PIPE2000# CONCRETECOMPACTED BACKFILLCOARSE FILTER AGGREGATEMNDOT SPEC. 3149.2HCOMPACTED BACKFILLCLASS A (LOAD FACTOR 2.3)CLASS B (LOAD FACTOR 1.9)CLASS C-1 (LOAD FACTOR 1.5)CLASS C-2 (LOAD FACTOR 1.5)COMPACTED BACKFILLCOARSE FILTER AGGREGATEMNDOT SPEC. 3149.2HCOMPACTED BACKFILLDD+12" MIN.D/2D/2 D/2 D/4 BUT NOT LESS THAN 6"D+12" MIN.D+12" MIN.D/2DDDD+12" MIN.D/2D/4 BUT NOT LESS THAN 6"8C-801SANITARY SEWER MANHOLENOT TO SCALEMANHOLE STEPS SHALL BE PLACED SO THATOFFSET VERTICAL PORTION OF CONE ISFACING DOWNSTREAMNEENAH R-1642 FRAME AND COVER OR EQUAL,LETTERED "SANITARY SEWER" WITH 2CONCEALED PICK HOLES AND SELF SEALING LID.27"7"GROUT BOTTOM OF MANHOLE TO 1/2 DIAMETER AT PIPEAND SLOPE GROUT 2" TOWARD INVERT. MORTAR SHALLBE AIR ENTRAINED UNDERGROUND UTILITY MORTARWHICH MEETS OR EXCEEDS ASTM C270 AND ASTM 387.36" - 48"5" MIN.12"VARIES VARIES48" TYP.6"MINIMUM OF 2, MAXIMUM OF 5 CONCRETE ADJUSTMENTRINGS WITH FULL BED OF MORTAR BETWEEN EACH RING. 1RING WITH MORTAR = 0.2'. INTERIOR I&I BARRIER (EULL'SOR APPROVED EQUAL) SHALL BE INSTALLED INSIDE THECASTING AND ALL ADJUSTMENT RINGS. ALTERNATEINFILTRATION BARRIER SYSTEMS MUST BE APPROVED BYENGINEER. ONLY PLASTIC SHIMS SHALL BE ALLOWED IFNEEDED. ALL INFILTRATION AREAS SHALL BE REPAIREDUNTIL MANHOLE IS WATER TIGHT.MANHOLE STEPS, COPOLYMER POLYPROPYLENE PLASTIC, WITH1/2" GRADE 60 STEEL REINFORCEMENT OR EQUAL, 16" O.C.ALL JOINTS IN MANHOLE TO HAVE PROFILE GASKETS PERASTM C443PROVIDE EXTERNAL NEOPRENE SEAL ON ALL JOINTS(GATOR WRAP OR APPROVED EQUAL)PIPE SHALL BE CUT 2" FROM INSIDE FACE OF WALLKOR-N-SEAL MANHOLE CONNECTOR OR APPROVEDEQUAL. ALL DOG HOUSES SHALL BE GROUTED ONINSIDE AND OUTSIDE.MINIMUM THICKNESS OF PRECAST BASE IS 6" FORSTRUCTURES 14" DEEP OR LESS, AND INCREASES 1" INTHICKNESS FOR EVERY 4' OF DEPTH GREATER THAN14'. REINFORCE IN ACCORDANCE WITH MNDOTSTANDARD PLATE 4011E.PLANSECTIONPRECASTREINFORCEDMANHOLEDWN BY:ISSUE DATE:PROJECT NO.:M:\2112 - Kaas Wilson\20-500 St. Anthony Independent Senior Living\DESIGN\CAD\PLANSHEETS\C-801 DETAILS 2112-20-500.dwg 12/17/2020 ROSHAAN A. GRIEME DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:12/17/2020 10:54:07 AM SUB CONSULTANT:CLIENT:PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:N O T F O R C O N S T R U C T I O N 7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COMKAAS WILSONARCHITECTSST. ANTHONY INDEPENDENT SENIOR LIVING 2501 LOWRY AVE ST. ANTHONY, MINNESOTA 554182112-20-500MDH RAG DML12/16/2020211/17/2020 CITY SUBMITTAL 1 12/16/2020 CITY SUBMITTAL 2DWN BY:ISSUE DATE:PROJECT NO.:M:\2112 - Kaas Wilson\20-500 St. Anthony Independent Senior Living\DESIGN\CAD\PLANSHEETS\C-801 DETAILS 2112-20-500.dwg 12/17/2020 ROSHAAN A. GRIEME DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:12/17/2020 10:54:07 AM SUB CONSULTANT:CLIENT:PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:N O T F O R C O N S T R U C T I O N 7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COMKAAS WILSONARCHITECTSST. ANTHONY INDEPENDENT SENIOR LIVING 2501 LOWRY AVE ST. ANTHONY, MINNESOTA 554182112-20-500MDH RAG DML12/16/2020211/17/2020 CITY SUBMITTAL 1 12/16/2020 CITY SUBMITTAL 2 C-801DETAILS68