09-13-2023 Council Packet - Laserfiche WebLink

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PRELIMCADD USER: Benjamin Lucas FILE: C:\USERS\BENJAMINLUCAS\DROPBOX\PROJECTS\230303 - LITTLE CANADA AFFORDABLE - LUPE\WORKING FILES\CAD\DWG\PLAN SHEETS\C900 - DETL.DWG PLOT SCALE: 1:1 PLOT DATE: 7/28/2023 10:19 AM 23030307-28-2023BJLC-903CIVIL DETAILSBJLCOPYRIGHT © 2023 BY SOLUTION BLUE INC. ALL RIGHTS RESERVEDSOLUTION BLUE PROJECT NO:REVISION HISTORYDATEDESCRIPTIONI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.DATE:REG. NO.CERTIFICATION07/28/2023PRELIMINARY SUBMITTAL#01DESIGNED:REVIEWED:PHASE:SUMMARYDRAWN:INITIAL ISSUE:BJLBENJAMIN LUCAS, P.E.XX.XX.202354265LITTLE CANADA, MN LITTLE CANADA DEVELOPMENT CASTING AS SPECIFICED2" ADJUSTING RINGS(MIN 2, MAX 4)MANHOLE STEPS, NEENAH R1981J OREQUAL, 16" ON CENTER AS APPROVED BYOSHA.NOTES:1. NO BLOCK STRUCTURES ARE ALLOWED.2. MANHOLE SHALL BE PRECAST IN ACCORDANCE WITH ASTM C-478, MnDOT 2506.GROUT BOTTOM OF MANHOLE TO 12DIAMETER AT PIPE AND SLOPE GROUT 2"TOWARD THE INVERT.MANHOLE STEPS SHALL BE PLACED SOTHAT OFFSET VERTICAL PORTION OF CONEAND STEPS ARE FACING DOWNSTREAM.PIPE SHALL BE CUT OUT FLUSH WITH INSIDEFACE OF WALL.ALL DOG HOUSES SHALL BE GROUTED ONINSIDE AND OUTSIDE.BASE SLAB SHALL BE PRECAST INACCORDANCE WITH ASTM C-478,MnDOT 2506.SLOPE 2"PER FT.STM 01: 4/222STANDARD MANHOLENOT TO SCALEPLAN27"27"MAX4'VARIES12" - 16"VARIES 4'6"SECTIONALL JOINTS IN MANHOLE TO HAVE "O" RINGRUBBER GASKETS, OR APPROVED EQUAL5"24"X36" SLAB OPENING FORCASTING AS SPECIFIED.MANHOLE STEPS, NEENAH R1981J OR EQUAL, 16"ON CENTER AS APPROVED BY OSHA.TOP OF BARREL SECTION UNDER TOP SLAB TOHAVE FLAT TOP EDGE SEALED WITH 2 BEADS OFRAMNEK OR EQUAL.BASE SLAB SHALL BE PRECAST INACCORDANCE WITH ASTM C-478, MnDOT2506DOGHOUSES SHALL BE GROUTED BOTHINSIDE AND OUTSIDE.SLOPE 2"/FT.PIPEDIA.CASTING AS SPECIFICED2" ADJUSTING RINGS(MIN 2, MAX 4)ALL JOINTS IN MANHOLE TO HAVE "O" RINGRUBBER GASKETS, OR APPROVED EQUAL.PRECAST REINFORCED CONCRETE SLAB SHALL BE INACCORDANCE WITH ASTM C-478, MnDOT 2506GROUT BOTTOM SLOPED 2" PER FT.STM 03: 4/223CATCH BASIN MANHOLE WITHRECTANGULAR OPENINGNOT TO SCALENOTES:1. NO BLOCK STRUCTURES ARE ALLOWED.2. CATCH BASIN MANHOLE SHALL BE PRECAST IN ACCORDANCE WITH ASTM C-478, MnDOT 2506.VARIES4' TYP.5"VARIES12" - 16"VARIES6"6"6"PLANSECTIONCASTING AS SPECIFICED2" ADJUSTING RINGS(MIN 2, MAX 4)DIRECTION OF FLOWNOTES:1. NO BLOCK STRUCTURES ARE ALLOWED.2. CATCH BASIN SHALL BE PRECAST INACCORDANCE WITH ASTM C-478.GRATE TO BE 2" BELOWGUTTER GRADE. 10'TRANSITION EACH SIDE OFCATCHBASIN.3" GROUTSLOPED 2"/FT.STM 05: 4/2242'X3' RECTANGULAR CATCH BASINNOT TO SCALEPLANNOTE:VANE GRATE SHOWN3'2'6"6"24" X 36"PRECAST4"SECTION4' MAXDOGHOUSES SHALL BEGROUTED ON BOTH THEINSIDE AND OUTSIDE.C-903C-903C-90341SECTION VIEW10'5'10'FLOW ZONE12"GRAD 04: 4/221EMERGENCY OVERFLOWNOT TO SCALEFRONT VIEW41C-9036"5"VARIES4' TYP.4'VARIESBASE SLAB SHALL BE PRECAST CONCRETEIN ACCORDANCE WITH ASTM C-478,MnDOT 25063" GROUT SLOPED 2"/FT.NO DRAIN HOLESDOGHOUSES SHALL BE GROUTED BOTHINSIDE AND OUTSIDE.PIPE SHALL BE CUT OUT FLUSH WITH INSIDEFACE OF WALLMANHOLE STEPS, NEENAH R1981J OR EQUAL, 16"ON CENTER AS APPROVED BY OSHA.TOP SECTION, CASTING, AND ADJUSTMENT RINGSAS SPECIFIEDMANHOLE STEPS SHALL BE PLACED SO THATOFFSET VERTICAL PORTION OF CONE AND STEPSARE FACING DOWNSTREAM.STM 12: 4/225C-903SUMP MANHOLENOT TO SCALEPLANSECTIONNOTES:1. NO BLOCK STRUCTURES ARE ALLOWED.2. MANHOLE SHALL BE PRECAST IN ACCORDANCE WITH ASTM C-478, MnDOT 2506.2'8"12"LIP OF CURBB6 STYLE CURB & GUTTERCATCH BASINSEE CASTING SCHEDULE FORCASTING TYPEBACK OF CURBFACE OF CURBSTM 13: 4/226C-903CORNER CATCH BASINNOT TO SCALE142'PER PLANRANDOM RIPRAP PER MNDOT3601, CLASS AS INDICATED ONTHE DRAWINGSGEOTEXTILE FABRIC PERMNDOT 37332'2'3' MIN.SEE TABLE ABOVEFOR DEPTH OF RIPRAPLSTM 18: 4/227C-903RIPRAP AT RCP OUTLETSNOT TO SCALESECTION B-BRANDOM RIPRAP PER MNDOT3601, CLASS AS INDICATED ONTHE DRAWINGSGEOTEXTILE FABRIC PERMNDOT 3733SECTION A-APLAN1'1'BBAARIPRAP AT RCP OUTLETSCLASS IID50=6"CLASS IIID50=9"CLASS IVD50=12"DIAROUNDPIPE(IN)L (FT)12"DEPTHRIPRAP(CY)18"DEPTHRIPRAP(CY)24"DEPTHRIPRAP(CY)128 1.32.12.615 8 1.7 2.9 3.518 102.23.6 4.42110 2.8 4.6 5.624 123.5 5.8 6.927 124.1 6.9 8.330 14 5.0 8.3 9.936 16 6.6 11.0 13.24218 8.2 13.6 16.448 20 10.1 16.8 20.1 2 4 "MAX6"MAX.HTIE LAST 3 PIPE JOINTS. USE 2 TIEBOLT FASTENERS PER JOINT.INSTALL ONE ON EACH SIDE AT 60°FROM TOP OR BOTTOM OF PIPE.PROVIDE 3 ANCHOR CLIPS TO FASTENTRASH GUARD TO FLARED END SECTION.HOT DIP GALVANIZE AFTER FABRICATION.ANCHOR CLIPNOTES:1. SEE PLATE NO. STM-19 FOR RIPRAP PLACEMENT.2. AFTER FABRICATION - HOT DIP GALVANIZE PER MnDOT 3392, ORAPPROVED EQUAL. FASTEN FIRST THREE JOINTS THUSLY.3. BOLT HOLES (78") TO BE DRILLED IN CONCRETE AT INSTALLATION.4. ALL FES INLETS AND OUTLETS SHALL HAVE TRASH GUARDS ANDRIPRAP UNLESS NOTED OTHERWISE.STM 17: 4/228C-903FLARED END SECTION WITH TRASH GUARDNOT TO SCALETRASH GUARD SIZINGPIPE SIZE 'H' BOLT DIA.STD. BARDIA.HEAVYDUTY BARDIA.12" - 24"4"5/8"5/8"Ø 3/4"Ø27" - 48" 6"3/4"3/4"Ø1"Ø54" - 90" 8"1"1"Ø1-1/4"Ø