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P:\Projects\Projects - 2019\12196195 - WBL Schools New Elementary\C. Design\Drawing Files\12196195 - C600 - Details.dwgFEDCBA12345678MNNorthCheck:Drawn:Date:Comm:Scale: Per PlanMatt Woodruff, P.E.Date: Lic. No.:11.20.202041885I hereby certify that this plan, specifications or reportwas prepared by me or under my direct supervisionand that I am a duly licensed Professional Engineerunder the laws of the state of Minnesota.MJWKBK11.20.202012196195RevisionsDescriptionDateNum1/26/2021 12:08:15 PMINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 550383524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2020 Larson Engineering, Inc. All rights reserved.3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281Addendum #2December 10, 20201Pond RevisionsJanuary 15, 20212City SubmittalFebruary 5, 2021C601DETAILSNOT TO SCALESECTION DETAILFLARED END1C60158" SMOOTH BAR @2" O.C. EACH WAYPROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S.HOT DIP GALVANIZE AFTER FABRICATION.24"MAX <br />6"MAX27"VARIABLEADJUST CASTING TO 1/2" BELOW FINISHBLACKTOP GRADE.MANHOLE FRAME & COVER: NEENAH R-1642,TYPE B LID, WITH MACHINED BEARING SURFACES &LETTERED "SANITARY SEWER" WITH TWO CONCEALEDPICK HOLES, OR APPROVED EQUAL.1'-4"4'-0"VARIABLE5" MIN.1'-8"MAX.1'-0" MAX.16"20" TOSPRING LINEMAXPIPE SHALL BE CUT OUTFLUSH WITH INSIDE FACEOF WALL.WATERTIGHT CONNECTION(BOOT, TYPICAL)CL. II REINFORCEDCONCRETE PIPE.ALL BUTTED JOINTS BETWEEN SECTIONSSHALL HAVE 'O' RING RUBBER GASKETS.FLOWCOMPACT TO TOPOF PIPE, TO FIRSTJOINT.NOT TO SCALESEWER MANHOLE DETAILSANITARY6C601AABB8"2/3 DIA. (I.D.)OF PIPESLOPE: 2"/FTNOTES:1.) GROUT BOTTOM OF MANHOLE TO 1/2OR 2/3 DIAMETER OF PIPE AND SLOPEGROUT 2" PER FOOT.2.) 1/4" TO 1/2" IS MAX. MORTAR THICKNESSWITH USED FOR CASTING ADJUSTMENT.3.) COPOLYMER POLYPROPYLENE PLASTIC,WITH GRADE 60 STEEL REINFORCEMENTOR APPROVED EQUAL, STEPS 16" O.C.DOWNSTREAM SIDE.4.) KOR-N-SEAL MANHOLE OR EQUALCONSIDERED ACCEPTABLE ALTERNATE.SECTION A-ASECTION B-BFULL MORTAR BED BETWEEN CASTING, RINGS, ANDMANHOLE STRUCTURE. MORTAR THE OUTSIDE OF THERINGS WITH NON-SHRINK GROUT. NO SHIMS OF ANYMATERIAL ARE ALLOWED. INSTALL EXTERNAL CHIMNEY SEAL.2" ADJUSTING RINGS AS REQUIRED (MIN. 3" HEIGHT,MAX. 12" HEIGHT) INCLUDES MORTAR.NOT TO SCALECATCH BASIN MANHOLE DETAIL3C601VARIABLEMANHOLE FRAME & COVER:NEENAH R-1642, TYPE B LID (STMH, SOLID CLOSED, CIRCLE)NEENAH R-3501-TB, TYPE L GRATE (CB, SURMOUNTABLE)NEENAH R-3067, TYPE L GRATE (CB, BARRIER)NEENAH R-2501, TYPE C GRATE (CB, ROUND OPEN GRATE)*UNLESS OTHERWISE NOTED1'-4"VARIABLE5" MIN.8" MINIMUM SLAB THICKNESS,6' MINIMUM DIAMETER PRECASTCONCRETE SLAB, REINFORCEDWITH #4 REBAR @ 8" E.W.GROUT BOTTOMPRECAST CONCRETE SECTION8" PRECAST SEGMENTAL CONCRETE BLOCKTO TOP OF THE PIPE SHALL BE USEDWITH SIZE AND DEPTH PROHIBIT THEFABRICATION OF PRECAST UNITS.SECTION8"PIPEDIA.ALL JOINTS IN MANHOLE TO HAVE'O' RING RUBBER GASKETS.SEAL WITH 2 BEADS OF RAM-NEK.6" PRECAST REINFORCED CONCRETE SLAB.MANHOLE STEPS, COPOLYMER POLYPROPYLENEPLASTIC, WITH 1/2" GRADE 60 STEELREINFORCEMENT OR EQUAL, 16" O.C.PLANPRECAST INVERT SHOULD BE 1/2DIAMETER OF PIPE AND BENCHESSLOPED 2" TOWARD INVERT.MANHOLE STEPS SHALL BE PLACEDSO THAT OFFSET HOLE IN TOP SLABIS FACING DOWNSTREAM.NO BLOCK STRUCTURES ARE ALLOWEDWATERTIGHT CONNECTION(BOOT, TYPICAL)MINIMUM OF 2, MAXIMUM OF 5CONCRETE ADJUSTMENT RINGS WITH FULLBED OF MORTAR BETWEEN EACH ANDA 4" COLLAR ON THE OUTSIDE. NO SHIMSOF ANY MATERIAL ALLOWED. INSTALL EXTERNALCHIMNEY SEALNOT TO SCALECROSSING DETAILWATERMAIN/SEWER7C6016"18" MIN.4" THICK INSULATION LAYER WITH JOINTSSTAGGERED AND EXTENDING A MINIMUM OF 4'EACH WAY FROM WATERMAIN C/LDD (MIN) = 10' GREATER THAN OUTSIDEDIAMETER OF SEWER - CONTINUOUSPIECE OF WATERMAIN (NO JOINTS)BEND (TYP.)MEGA LUGRESTRAINT(TYP.)NOTES:1. ALL JOINTS TO BE MEGA LUGGED.MECH. COMPACTEDBACKFILLSEWERVARIABLESCREW TYPEGROUND LINEGROOVEBACKFILL TOBE TAMPEDHYDRANT FLAG TOBE INSTALLED ONTHE NOZZLE SECTION33 12"1 CUBIC YARDWASHED DRAINROCK COVERWITH 4 MILPOLYETHYLENE.3"-6"7' MIN.8" CONCRETE BLOCKUNDISTURBED SOIL"MEGA LUG""MEGA LUG"MAINNOTES:1.) HYDRANT SPECIFICATIONS PER CITY STANDARDS.2.) ALL HYDRANT LEADS SHALL BE VALVED.3.) ONE (1) 5' "HYDRAFINDER" WITH SPRING BASE HYDRANT FLAGPER HYDRANT IS REQUIRED.4.) "MEGA LUG" THRUST RESTRAINT GLANDS ARE REQUIRED ONALL HYDRANT LEAD JOINTS BACK TO THE WATERMAIN.5.) HYDRANTS SHALL BE MARKED WITH APPROVED "OUT OF SERVICE"TAGS WHEN INSTALLED.6.) EXTENSIONS INSTALLED GREATER THAN 12" SHALL REQUIRE ANEW SINGLE PIECE HEAVY DUTY VALVE ROD ASSEMBLY.7.) WHEN INSTALLING A VALVE ROD EXTENSION, THE NON-BREAKABLECOUPLING SLEEVES GO ON THE BOTTOM AND THE BREAKABLE SLEEVESGO ON THE TOP OF THE EXTENSION ROD. VERIFY "TOP AND BOTTOM"OF BREAKOFF SECTION.8' BURYGROUND LINE GROOVE TOBOTTOM OF CONNECTING PIPE3'-5' FROM TEENOT IN WHEEL TRACKNOT TO SCALEINSTALLATION DETAILHYDRANT & GATE VALVE8C601NOT TO SCALEMITERED END GRATE DETAIL2C601MITERED DRAIN GRATEFOR INFORMATION SEE WEB SITEAT WWW.MITEREDDRAIN.COM(707) 620-0606PIPECOUPLINGFLOWSLOPENOT TO SCALEWEIR DETAILSOUTLET STRUCTURE - 54C601OUTLET 12" HDPEINV: 924.30INLET 12" HDPEINV: 924.30TOP OF WEIR926.50924.306" ORIFICE6"OUTLET 12" HDPEINV: 924.80INLET 12" HDPEINV: 924.80TOP OF WEIR926.50924.806" ORIFICE6"NOT TO SCALEWEIR DETAILSOUTLET STRUCTURE - 175C601NOT TO SCALEINSTALLATION DETAILGATE VALVE9C601SCREW TYPE7' MIN."MEGA LUG"MAINNOTES:1.) GATE VALVE SPECIFICATIONS PER CITY STANDARDS.4.) "MEGA LUG" THRUST RESTRAINT GLANDS ARE REQUIRED ONALL GATE VALVE LEAD JOINTS BACK TO THE WATERMAIN.5.) HYDRANTS SHALL BE MARKED WITH APPROVED "OUT OF SERVICE"TAGS WHEN INSTALLED.7.) WHEN INSTALLING A VALVE ROD EXTENSION, THE NON-BREAKABLECOUPLING SLEEVES GO ON THE BOTTOM AND THE BREAKABLE SLEEVESGO ON THE TOP OF THE EXTENSION ROD. VERIFY "TOP AND BOTTOM"OF BREAKOFF SECTION.5.) CONTRACTOR SHALL ADJUST TOP BARREL SECTION FLUSH TO FINISH GRADE3'-5' FROM TEENOT IN WHEEL TRACKNYLOPLAST 12" x 8"INLINE DRAINDUCTILE IRON GRATE12" STANDARD H-208" PVC PIPEPER PLANWYENOT TO SCALEINLINE DRAIN DETAIL10C601"O"BOLTS5/8"3/4"1"4"6"12""O"BARS3/4"1"1-1/4"SIZE OF PIPE12" TO 18"21" TO 42"48" TO 72"6"MAX24"MAXTIE LAST 3 JOINTS ON INLET AND OUTLET.IF NO APRON IS USED TIE THE LAST 3 SECTIONSOF PIPE.USE 2 TIE BOLT FASTENERS PER JOINTINSTALLED AT 60 FROM TOP OR BOTTOMOF PIPE.USE 5/8" TIE FOR PIPE SIZES 12" TO 27".USE 3/4" TIE FOR PIPE SIZES 30" TO 66".USE 1" TIE FOR PIPE SIZES OVER 72".NUTS AND WASHERS ARE NOT REQUIRED ONPIPE SIZE LESS THAN 21".TRASH GUARDS WILL BE REQUIRED ON 18" ORLARGER PIPE.PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S.HOT DIP GALVANIZE AFTER FABRICATION.NOT TO SCALESECTION DETAILCONCRETE FLARED END11C601