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LANDSCAPE 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:NorthSITE DETAILSDAVID A. REYXX/XX/XX40180MLBDAR1" = 30'C2.11MINNESOTAPROFESSIONAL ENGINEER2425 Long Lake RoadNew Brighton, Minnesota 55112IRONDALE HIGHSCHOOL ADDITIONSAND RENOVATIONSSAND SUBBASE/ DRAIN TILE ATDOORS & FROST FOOTED STOOPS5'-0"20'-0"5'-0"6'-0"4"NOTE: REFER TO PLAN FOR LIMITS OFSAND SUB-BASEFINISH GRADEAT EDGE OF STOOPFINISH GRADEOF PAVEMENT ADJACENTTO FOOTED STOOPSTOOP FOOTING6" DRAIN TILE (WHERE INDICATEDON DRAWINGS) - CONNECTWHERE INDICATED ONDRAWINGSSUBGRADE SOILSSAND SUBBASEC2.114C2.12PIPE BEDDING - RCP & DIPNOTES: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.C2.11CATCH BASINVARIESFLOWFLOW61"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 - REFERTO PLAN FOR LOCATION,INVERT, AND SIZESMIN. 2 AND MAX. 5 ADJUSTINGRINGS. GROUT BETWEENRINGS, CASTING, AND ALONGOUTSIDE.METAL SEWER CASTING - REFERTO PLAN FOR TYPEC2.11NOTE:ATTACH TRACER WIRE WITHBROWN STRIPE TO PIPE AT 3'O.C. WITH PLASTIC ZIP-TIES(OR APPROVED EQUAL).CLEANOUT 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 WIREMAINREFER TO PLAN15"11 12"4"24" DIA. x 8" THICK CONCRETESLABPOURED AROUND CASTING(FLUSH WITH PAVEMENT/TURFGRADE)C2.11ENGINEERED FILL10"6"UNSUITABLE SOILTOPSOIL1'-0" (TYP)3'-0"11VARIESNOTE:BOTTOM OF EXCAVATION MUST BE APPROVED BY THE SOILSENGINEER PRIOR TO PLACEMENT OF ANY FILL.4" SLAB AND 6" SAND SUBBASE - VERIFYWITH ARCHITECTURAL PLANSFINISH FLOORFINISH SUBGRADEFINISH GRADE (TURF)MINIMUM EXCAVATIONLIMITSFOOTINGSUITABLE SOILENGINEERED FILLC2.11PIPE 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.SEWER 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 TAMPEDSANDC2.11STORM SEWER MANHOLEBASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT,OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH16" O.C.VARIABLE27"4'-0"VARIABLE5"MIN.COVER SHALL BE STAMPED"STORM SEWER"METAL SEWER CASTING - REFERTO PLAN FOR TYPEMIN. 2 AND MAX. 5 ADJUSTING RINGS.GROUT BETWEEN RINGS, CASTING, ANDALONG OUTSIDE.PRECAST CONCRETE CONE SECTIONSTEPS ON DOWNSTREAM SIDERUBBER GASKET, TYP ALL JOINTSGROUT SHELF AND CHANNELSPROVIDE FLEXIBLE JOINTAT CONNECTION - REFER TO SPECSC2.11ROCK CONSTRUCTIONENTRANCENOTE: PROVIDE WHERE CONSTRUCTION TRAFFICENTERS OR EXITS THE CONSTRUCTION SITE6" MINIMUM THICKNESS50' MINIMUMAS REQUIREDCONSTRUCTION LIMITSPROPERTY/R.O.W. LINE2" TO 3" WASHED ROCKGEOTEXTILE FABRICC2.11BACKWATER VALVEFLOWBACKWATER VALVESOLVENT WELD BACKWATERVALVE TO DRAINTILEPROVIDE FLEXIBLE JOINT -REFER TO SPECS6" DRAINTILECONNECT DRAINTILE TOSTRUCTURE AT ELEVATIONSHOWN ON THE DRAWING.GROUT SECURE TO STRUCTUREWALLMINIMIZE STUB THROUGH WALL.STUB ONLY AS REQUIREDTO ALLOW BACKWATER VALVETO BE CONNECTED TO DRAINTILEPROVIDE FLEXIBLEJOINT ATCONNECTION -REFER TO SPECSREFER TO PLAN FORSTRUCTURE TYPEC2.11SILT FENCENORMAL USEPOSTS:(IF USED WITHOUTSUPPORT FENCE) WOOD2" SQ. (MIN)@ 4' (MAX)SPACING METAL0.95 lbs/lf (MIN.) @ 6'(MAX) SPACINGDIRECTION OFRUNOFF FLOWNOTE: DEPENDING UPON CONFIGURATION, ATTACH TO WIRE MESH WITHHOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STAPLES5' MIN. LENGTH POST (METAL)4' MIN. LENGTH POST (WOOD)SILT FENCE FABRICOVERLAP FABRIC 6" ANDFASTEN @ 2' INTERVALSEXTEND WIRE MESH INTO TRENCHFABRIC ANCHORAGETRENCH BACKFILL WITHTAMPED NATURAL SOIL6" MIN.6" MIN.NATURAL SOIL24" MIN. BURY DEPTH (METAL)18" MIN BURY DEPTH (WOOD)30" MIN.METAL STAKE ORWOOD POSTOPTIONAL SUPPORTFENCE (WIRE MESH)C2.11THRUST BLOCKBENDCROSSTEE45° BENDWYENOTES:1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.2. KEEP CONCRETE CLEAR OF PIPE JOINTS, NUTS AND BOLTS.3. IF NOT SHOWN ON PLANS, REQUIRED BEARING AT FITTING SHALL BE AS INDICATEDABOVE, ADJUSTED IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) ANDALLOWABLE SOIL BEARING STRESS(ES).4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKEPRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN THIS STANDARDDETAIL.5. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ALLOWABLESOIL BEARING STRESS OF 2000 POUNDS PER SQUARE FOOT. TO COMPUTE BEARINGAREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THEFOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (200/SOIL BEARINGSTRESS) X (TABLE VALUE).PLUGGED CROSSPLUGGED CROSSPLUGGED TEEPLUG OR CAPNOMINALFITTING SIZE(INCHES)TEE, WYE,PLUG, ORCAP90° BEND,PLUGGEDCROSSTEE PLUGGEDON RUNA1 A245°BEND22.5°BEND11.25°BEND41.0 1.4 1.9 1.4 1.0 - -6 2.1 3.0 4.3 3.0 1.6 1.0 -10 5.9 8.4 11.8 8.4 4.6 2.6 1.212 8.5 12.0 17.0 12.0 6.6 3.4 1.714 11.5 16.3 23.0 16.3 8.9 4.6 2.316 15.0 21.3 30.0 21.3 11.6 6.0 3.018 19.0 27.0 38.0 27.0 14.6 7.6 3.620 23.5 33.3 47.0 33.3 18.1 9.4 4.724 34.0 48.0 68.0 48.0 26.2 13.6 6.88 3.8 5.3 7.6 5.4 2.9 1.5 1.01/4" PLYWOODOVER FACEOF BOLTSA1A2UNDISTURBED SIDE OF TRENCH (TYP.)BEDDING MATERIAL (TYP.)C2.11WATERMAIN OFFSETPROPOSED / EXISTING SEWER- REFER TO PLAN FOR SIZESAND LOCATIONSONE LENGTH OFPROPOSED WATERMAINPIPE CENTERED ATCROSSINGTRANSITION TO SPECIFIED DEPTH (TYP).INSTALL VERTICAL BENDS AS REQUIRED18" MIN.WATERMAIN SHALLHAVE 8' MINIMUM COVER45 ° BEND (TYP)RESTRAINT AT EVERYJOINTC2.11FINGER DRAIN3"3"3"CURB AND GUTTERBITUMINOUS PAVEMENT SECTIONREFER TO DETAIL6"3" MINIMUMUNDER TILEWRAP TRENCH AND PEAROCKWITH GEOTEXTILE FABRICPEA ROCK AROUND TILE6" DRAIN TILE - LENGTH OF INDIVIDUALFINGER DRAIN SHALL BE 30' MINIMUMUNLESS NOTED OTHERWISE.C2.111GATE VALVE BOX8"AS REQUIREDADJUST TOP TO 1/2" BELOW FINISHED PAVEMENTGRADE OR 1" BELOW FINISHED TURF GRADE.SET SO AS TO PROVIDE 12" OF UPWARD ADJUSTMENT.COVER SHALL BESTAMPED WITH "WATER"FINISH GRADEVALVE BOXGATE VALVEREFER TO DRAWINGSFOR SIZESWATERMAINCONCRETE THRUST BLOCKC2.11SANITARY SEWER MANHOLE5"MIN.1'-4"4'-0"27"4'-0"16" O.C.BASES SHALL BE 8" INTEGRAL CAST, REINFORCED STANDARD PRECAST WITH 2" LEAN GROUT7"VARIABLE16" MAX.CLFLOWFLOWSLOPE @ 2 IN./FT.(TYP)COVER SHALL BE STAMPED"SANITARY SEWER"METAL SEWER CASTING - REFER TOPLAN FOR TYPEMIN. 2 AND MAX. 5 ADJUSTING RINGS.GROUT BETWEEN RINGS, CASTING,AND ALONG OUTSIDE.PRECAST CONCRETE CONE SECTIONSTEPS ON DOWNSTREAM SIDERUBBER GASKET - TYPAT ALL JOINTSSLOPE AT 2 IN./FT. (TYP)RUBBER BOOT - REFER TO MNDOTSTANDARD PLATE NO. 4007CRUBBER BOOT - REFERTO MNDOT STANDARDPLATE NO. 4007CGROUT TO 1/2 PIPEINTEGRAL BASE SECTIONC2.116"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. BLANKETSSHALL 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"RCP 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 DETAILRIPRAP - 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'FIRE HYDRANT8'-0" MINIMUM3'-0"8'-0" MIN. COVERHYDRANT MARKERHYDRANT, HEIGHT VARIESFINISHGRADETRAFFIC FLANGE2" ABOVE GRADEREFER TO DETAIL4" x 4"VERTICALBLOCK4" x 4" THRUSTBLOCK1 CU. YD. GRAVEL 3/4"+ COVERWITH POLYETHLENETEE6" D.I.P. LEADMECH. JOINTS6" GATE VALVE8" CONCRETETHRUST BLOCKS2-3/4" TIE RODSSANITARY SEWER DROPMANHOLE5"MIN.4'-0"27"4'-0"16" O.C.BASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT,OR POURED 8" SLAB REINFORCEDWITH 6" x 6" 10/10 MESHVARIABLE1'- 8" MAX.CLSLOPEFLOWSLOPE @2 IN./FT.(TYP)COVER SHALL BE STAMPED"SANITARY SEWER"METAL SEWER CASTING - REFER TOSTRUCTURE SCHEDULE FOR TYPEMIN. 2 AND MAX. 5 ADJUSTING RINGS.GROUT BETWEEN RINGS, CASTING,AND ALONG OUTSIDE.ECCENTRIC CONCRETECONE SECTIONSTEPS ON DOWNSTREAM SIDESTEPSRUBBER GASKET - TYPAT ALL JOINTSRUBBER BOOT - REFERTO MNDOT STANDARDPLATE NO. 4007CDUCTILE IRON PIPE TOUNDISTURBED SOILCONCRETE INFILL INSIDEHORSESHOESCONCRETE HORSESHOESGRANULAR FILLCONCRETE BASE SHALLEXTEND 6" BEYOND CONCRETEHORSESHOESGROUT TO 1/2 PIPECONCRETE INFILLINSIDE HORSESHOESCONCRETEHORSESHOESRUBBER BOOT - REFERTO MNDOT STANDARDPLATE NO. 4007C