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ROCK CONSTRUCTIONENTRANCEEXISTING PAVEMENT TO REMAIN2" TO 3" WASHED ROCKNOTE: PROVIDE WHERE CONSTRUCTION TRAFFICENTERS OR EXITS THE CONSTRUCTION SITE6" MINIMUM THICKNESSCATCH BASINVARIES61"RIM ELEVATION"PRECAST COVER -8" THICKSTEPS - INSTALL ONDOWNSTREAM SIDE@ 16" O.C.RUBBER GASKET -TYP AT ALL JOINTSPRECAST CONCRETESECTIONGROUT SHELF ANDCHANNELSBASES SHALL BE 8"STANDARD PRECASTWITH 2" LEAN GROUT,OR POURED 8" SLABREINFORCED WITH6" x 6" 10/10 MESHPROVIDE FLEXIBLE JOINTAT CONNECTION -REFER TO SPECSSTORM SEWER PIPE- REFER TOPLAN FOR LOCATION, INVERT,AND SIZESMIN. 2 AND MAX. 5 ADJUSTINGRINGS. GROUT BETWEENRINGS, CASTING, AND ALONGOUTSIDE.METAL SEWER CASTING - REFERTO PLAN FOR TYPE6"6"12"6"2.4.5.3B.1.3A.EROSION CONTROL BLANKET1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARYAPPLICATION OF LIME, FERTILIZER, AND SEED.2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDETRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPEPORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKESAPPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACTTHE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKETOVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12"APART ACROSS THE WIDTH OF THE BLANKET.3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETSWILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETSMUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES INAPPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USINGOPTIONAL DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THECOLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 6"OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACETHE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVENWITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET.5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END(SHINGLE STYLE) WITH AN APPROXIMATE 6" OVERLAP. STAPLE THROUGH OVERLAPPEDAREA, APPROXIMATELY 12" APART ACROSS ENTIRE BLANKET WIDTH.6. BLANKET SHALL BE STAPLED AS PER MANUFACTURER'S RECOMMENDATION.NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE ORSTAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARYTO PROPERLY SECURE THE BLANKETS.6"SEDIMENT CONTROL LOGFLOWSTAKE DETAILINSTALLATION DETAILSEDIMENT CONTROL LOGSTAKE TO BE PLACED AT TOEOF SLOPE, BOTH SIDES1-1/2" X 18" (MIN) WOOD STAKEBOTTOM OF SWALEWOOD STAKE TOPENETRATE NETTINGMATERIAL ONLYSEDIMENT CONTROL LOGSTORM SEWER MANHOLEVARIESREFER TO PLANSFLOWFLOW61BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT,OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESHCOVER SHALL BESTAMPED"STORM SEWER""RIM ELEVATION"PRECAST COVER -8" THICKSTEPS - INSTALL ONDOWNSTREAM SIDE@ 16" O.C.RUBBER GASKET -TYP AT ALL JOINTSPRECAST CONCRETESECTIONPROVIDE FLEXIBLEJOINT - REFER TOSPECSGROUT SHELF ANDCHANNELSPROVIDE FLEXIBLE JOINT -REFER TO SPECSSTORM SEWER PIPE - SEEPLAN FOR LOCATION,INVERT, AND SIZESMIN. 2 AND MAX. 5 ADJUSTINGRINGS. GROUT BETWEENRINGS, CASTING, AND ALONGOUTSIDE.METAL SEWER CASTING - REFERTO PLAN FOR TYPESILT FENCENORMAL USEPOSTS:(IF USED WITHOUTSUPPORT FENCE) WOOD2" SQ. (MIN)@ 4' (MAX)SPACING METAL1.0 lbs/lf (MIN.) "T" OR"U" SECTION @ 4'(MAX) SPACINGNOTE: DEPENDING UPON CONFIGURATION, ATTACH TO WIRE MESH WITHHOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STAPLES5' MIN. LENGTH POSTSILT FENCE FABRICOVERLAP FABRIC 6" ANDFASTEN @ 2' INTERVALSEXTEND WIRE MESH INTO TRENCHFABRIC ANCHORAGETRENCH BACKFILL WITHTAMPED NATURAL SOIL6" MIN.NATURAL SOILMETAL STAKE ORWOOD POSTOPTIONAL SUPPORTFENCE (WIRE MESH)PIPE BEDDING - PVCNOTES:TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS.UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100%STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILLSHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY.INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321.DEPTH (VARIES)6" MIN.1/8 O.D.(6" MIN.)O.D. + 2' (MAX)PIPE DIA.FINAL SUBGRADEHAND TAMPEDSAND6.10"0.50"8.38"4.30"TRENCH DRAINTRENCH DRAINASPHALTWEAR COURSEASPHALTBINDER COURSE4" MIN.4" MIN.4" MIN.PLACE CONCRETE ONPREPARED / APPROVED SAND SUB-BASEAGGREGATEBASE COURSECONCRETEENCASEMENTSANDSUB-BASENEW 12" RESILIENTSURFACECONCRETE BEDDINGLEVELING BRICK1C2.2TRENCH DRAIN CONNECTIONTO STORM SEWERSECTION VIEWPROFILE VIEW15" PERFORATED STORM SEWERFIELD CURBRESILIENT SURFACENEW TRACK PAVEMENTSECTIONTRENCH DRAINTRENCH DRAINCATCH BASIN6" PVC RISER PIPE6" PVC RISER PIPETRENCH DRAINCATCH BASIN6" 90° BEND6" 45° BEND (ROTATED)6" 90° BEND6" 45° BEND (ROTATED)15" x 6" WYE (ROTATED)D-AREAPAVEMENTCONCRETEENCASEMENT (4" MIN.)CONCRETEENCASEMENT (4" MIN.)15" x 6" WYE (ROTATED)15" PERFORATED STORM SEWERCLEANOUT ASSEMBLYMCDONALD 74M "A"SERIES CAST IRONMETER PIT FRAMEAND COVERFITTING HUB WITH 4"THREADED PLUG. APPLYTEFLON THREAD TAPE,OR APPROVED EQUAL,OVER THREADS.FINISH GRADELEAVE 24" OF EXCESSWIRE AT SURFACETRACER WIREMAIN15"11 12"24" DIA. x 8" THICK CONCRETESLAB POURED AROUND CASTING(FLUSH WITH PAVEMENT/TURFGRADE)PIPE BEDDING - RCPNOTES:TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS.UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100%STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILLSHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY.DEPTH (VARIES)1/8 DEPTH (12" MIN.)1/6 O.D.1/8 O.D. (4" MIN.)O.D. + 2' (MAX)FINAL SUBGRADELIGHTLYCOMPACTEDFILLCOMPACTED CRUSHED ROCKOR PEA GRAVEL - 100% PASSINGTHE 34" SIEVE AND A MAXIMUMOF 5% PASSING THE #10 SIEVE.ATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021DETAILSDARBJD0V1123087RCP FLARED END SECTION(FES)PIPE SIZE21" & LESS24" TO 36"42" TO 54"60" & GREATER"U" BOLT DIA.1/2"5/8"3/4"1"WIDTH24"24"24"24""U" BOLT REQUIREMENTSNOTES:2 - "U" BOLT FASTENERS TO BE INSTALLED ACROSS EACHJOINT, ONE EACH SIDE OF PIPE AT 60° FROM THE TOP OFTHE PIPE. FASTEN FIRST THREE JOINTS AS SHOWN.CONCRETE PIPE TIES ("U" BOLTS)TRASH GUARD WITH 5/8" DIA.RODS AT 6" ON CENTER.FASTEN TO FES WITH 3HOT DIPPED GALV. CLIPSRIPRAP - REFERTO DETAIL17C2.1RIPRAP - FLARED ENDSECTIOND515D2'-0"D5D12"PLANSECTION A - ASECTION B - B12"18"BBAACLASS III RIPRAPGEOTEXTILE FABRICPLAN FINISH GRADECLASS III RIPRAPGEOTEXTILE FABRICPLAN FINISH GRADEFABRIC SHALL COVER THE AREAOF THE RIPRAP AND EXTENDUNDER THE CULVERT APRON 3'CURB BOX AND WATERSERVICE CONNECTION8'-0" MIN. COVER8'-0" MIN. COVERVARIESSEE NOTE BELOW45°NOTE: 1' OF SLACK TO ALLOW FOR SETTLEMENT.HORIZONTAL OFFSET MAY HAVE TO BE USED INSOME CASES TO INSURE A MINIMUM OF 8'-0" OFCOVER OVER SERVICE LINE.CURBSTOPREFER TO PLANFOR CONTINUATIONPROVIDE CAP FOREND OF CURB STOPCONCRETE PATIO BLOCKOR 4" CONCRETE BLOCKCONTINUOUS PIECE OF COPPERSERVICE PIPE FROM EXISTINGSERVICE TO CURB STOPEXISTING2" COPPER SERVICECORPORATIONCOCKCURB BOXSURGE BASINRIPRAP AT SURGE BASINPLANAA5'5'5'2'PIPE SIZE VARIES - REFER TO PLANNOTE:GEOTEXTILE FABRIC REQUIRED UNDER RIP RAP.12" DEPTH MIN. CLASSIII RIPRAP (TYPICAL)BBSECTION A - A6"12" DEPTH MIN. CLASSIII RIPRAP (TYPICAL)PIPEPIPE INVERTMIRROROPPOSITE SIDE3'-0"5'-0"GEOTEXTILE FABRICGEOTEXTILE FABRICCONTINUOUS UNDERSURGE BASINSURGE BASINWEEP HOLESFILTRATION AREA FINISH GRADE12" DEPTH MIN. CLASSIII RIPRAP (TYPICAL)FILTRATIONAREA FINISHGRADEGEOTEXTILE FABRICCONTINUOUS UNDERSURGE BASINSURGE BASINWEEP HOLES6"3'-0"5'-0"2'-0"C2.118TEMPORARY DIVERSIONBERMPLAN VIEWSECTION A-AAADISTURBED EARTH2'MIN.24" MIN.2' MIN.UNDISTURBEDEARTHDISTURBED EARTH2:1 SLOPE ORFLATTER2:1 SLOPE OR FLATTERSILT FENCESILT FENCE21WHERE POSSIBLE, 10'UNDISTURBED EARTHUPHILL OF SILT FENCEC2.11FINGER DRAIN3"3"3"PAVEMENT SECTIONREFER TO DETAIL6"3" MINIMUMUNDER TILEWRAP TRENCH AND PEA ROCKWITH GEOTEXTILE FABRICPEA ROCK AROUND TILE6" DRAIN TILE - LENGTH OF INDIVIDUALFINGER DRAIN SHALL BE 30' MINIMUMUNLESS NOTED OTHERWISE.YARD HYDRANTFOUNTAINSPIGOT4" SAND BASEPEDESTAL TYPEYARD HYDRANT1/2" VALVE1" TYPE K" COPPER WATER SERVICE4" PVC DRAIN LINEREFER TO DRAWINGSFOR CONTINUATION- CONNECT TO CB 4E @INV. = 924.90REDUCERSTAINLESSSTEEL CARRIERWATER OUTLET8" AREA DRAINREFER TOPLAN8C2.118"8'-0"1" RISER WITH BLINDFLANGE TAPPED TORECEIVE 1" PLUGFOR WINTERBLOWOUTCURBSTOP1" COPPER WATERSERVICE20"YARD HYDRANTPUSH BUTTON29"8' BURYWALL IN BETWEENNOT SHOWN2'-3' BURY2'-3' BURYCURBSTOP8C2.1