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2022-07-11 CC Packet
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2022-07-11 CC Packet
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LIC.NO.DATE: <br />46200 <br />EB <br />KH <br />STANDARDDETAILS <br />BCJ <br />KMSKMS <br />SIGNATURE: <br />DATE <br />193805625 <br />2022THINOVERLAY/CITYHALLPARKINGLOTIMPROVEMENTS <br />PRINTNAME: <br />KELLIEM.SCHLEGEL <br />MINNESOTAUNDERTHELAWSOFTHESTATEOF <br />CENTERVILLE,MINNESOTA <br />SHEET NUMBER <br />ENGINEERANDTHATIAMADULYLICENSED <br />WASPREPAREDBYMEORUNDERMYDIRECTSUPERVISION C8.02 <br />REVISION <br />IHEREBYCERTIFYTHATTHISPLAN,SPECIFICATION,ORREPORT <br />SURVEYDRAWNDESIGNEDCHECKEDAPPROVED <br />PROJ. NO. <br />NO <br />H <br />T <br />D <br />I <br />W <br />M <br />STR-31 <br />QMBUF!OP/QMBUF!OP/ <br />ERO-13 <br />U <br />M MBTU!SFWJTJPO;MBTU!SFWJTJPO; <br />I <br />N <br />I <br />M. <br />' <br />N <br />H <br />I <br />0 <br />T <br />M <br />2 <br />G CURB & GUTTER <br />. <br />CATEGORY 0, TYPE 1S <br />6" TOPSOIL, MNDOT SEEDMIXTURE 25-151 ANDEROSION CONTROLBLANKET <br />N <br />MIN. <br />T <br />E <br />F <br />L <br />/ <br />18" <br />EXISTING CONCRETE <br />" <br />JOINT (TYP.) <br />EXISTING CONTRACTION <br />M <br />4 <br />/ <br />U <br />1 <br />M <br />I <br />N <br />I <br />0'-2' <br />M <br />' <br />0 <br />5 <br />6" TOPSOIL, MNDOT SEED MIXTURE25-151 AND CATEGORY 0, TYPE 1S <br />REMOVE EXISTING SOD & REPLACE WITHEROSION CONTROL BLANKET. <br />PLAN <br />SECTION <br />EXISTING <br />CENTERVILLE, MINNESOTANON DRIVEWAY LOCATION <br />BITUMINOUS SURFACE <br />ONE PANEL MIN. <br />CONCRETE CURB REPLACEMENT <br />ROCK CONSTRUCTION ENTRANCE <br />EXISTING <br />D <br />A <br />O <br />2'2' <br />R <br />CURB & GUTTER <br />C <br />I EXISTING ROADWAY <br />EXISTING YARD <br />L <br />B <br />MINIMIZE RUNOFF FROM SITE <br />U <br />18" MINIMUM CUT OFF BERM TO 0'-2' <br />P <br />(TYP.) <br />18'' MIN. <br />REMOVE EXISTING BITUMINOUSSURFACE <br />ROCK-6" MINIMUM DEPTH <br />SPECIFICATIONS <br />TRACKING OF MUD OFF THE SITE. THIS MAY REQUIRE PERIODIC TOPDRESSINGWITH ADDITIONAL ROCK, WOOD/MULCH, OR REMOVAL AND REINSTALLATION OFTHE PAD. <br />STOP MUD MIGRATION THROUGH MATERIAL.DAILY OR MORE FREQUENTLY AS NECESSARY.COMMENCEMENT OF GRADING OPERATIONS ON THE SITE.PROJECT.BITUMINOUS SURFACING. <br />WASHED ROCK OR <br />WOOD/MULCH PER <br />CONTRACTION JOINT <br />3.CONSTRUCTION ENTRANCE MUST BE CONSTRUCTED PRIOR TO THE4.THE ENTRANCE MUST BE MAINTAINED IN PROPER CONDITION TO PREVENT6.THE CONSTRUCTION ENTRANCE WILL BE REMOVED PRIOR TO THE PLACEMENT <br /> OF <br />NOTES:1. MnDOT 3733 TYPE 4 FILTER FABRIC SHALL BE PLACED UNDER ROCK OR MULCH TO2. FUGITIVE ROCK OR MULCH WILL BE REMOVED FROM ADJACENT ROADWAYS5.THIS ENTRANCE WILL BE USED BY ALL VEHICLES <br /> ENTERING OR LEAVING THE <br />SAWCUT <br />L <br />C <br />GUTTER LINE <br />WOOD/MULCH- 12" MINIMUM DEPTH <br />PlotDate:07/06/2022 <br />Drawingname:U:\\193805625\\CAD\\Dwg\\193805625_C801.dwg <br />Xrefs:,1862_ERO-5D,193805625_BORDER <br />POINT 1 <br />HEIGHT <br />STR-18 <br />QMBUF!OP/QMBUF!OP/ <br />ERO-11 <br />(SEE TABLE) <br />MBTU!SFWJTJPO;MBTU!SFWJTJPO; <br />3067-V <br />MIN. 6" OVERLAPIF NECESSARY,STAPLE 1' O.C. <br />MnDOT 3733GEOTEXTILEFABRIC <br />MATERIAL <br />6" 11 GAUGE METALSTAPLES SPACED 2' O.C. <br />(1 1/2" WASHED ROCK) <br />WIDTH <br />MnDOT 3601 CLASS II RIP RAPMnDOT 3601 CLASS III RIP RAP <br />(SEE TABLE) <br />STAPLE DOWNSTREAMSIDE OF FABRIC AT 2' INTERVALS <br />(MIN. 2, MAX. 4) <br />NEW CONCRETE RINGS <br />NEW CONCRETE RINGS(MIN. 2, MAX. 4) <br />CATCH BASIN FRAME AND GRATE.SHALL BE FURNISHED WITH CURB <br />NEENAH R3067-VB OR RINLET BOX AND 3" DIA. FRONTFACE AND 4" MAXIMUM OPENING. <br />W <br />OR EQUAL <br />NEENAH R1642-B MANHOLE FRAME <br />O <br />>1.5 <br />L <br />F <br />1 <br />24 - 30 <br />WIDTH <br />(INCHES) <br />W <br />O <br />L <br />6" <br />F <br />POINT 22412 - 18 <br />SIZING AND MATERIALS <br />6" <br />DITCH CHECK / WEEPER <br />1' TO 3' <br />6" X 6" TRENCH WITHTYPE IV GEOTEXTILEINTERVALS AND <br />LEADING EDGE OFFABRIC STAPLED AT 1'BACKFILLED WITHNATURAL SOIL <br />CENTERVILLE, MINNESOTA <br />HEIGHT <br />(INCHES) <br />SURFACE FLOW <br />DIRECTION OF <br />CATCH BASIN & MANHOLE ADJUSTMENT <br />40 <br />75502525 <br />100 <br />(FT) <br />INTERVAL <br />OR CHECK DAM <br />DITCH CHECKROCK/BIO WEEPER <br />SMALL CHECK <br />LARGE CHECK36 <br />ROCK WEEPER186 - 12MnDOT 3882 TYPE 9 MULCH <br />MANHOLE STRUCTURE WITH <br />TOP SLAB OR 2' X 3' BOX. <br />TOP SLAB OR CONE SECTION. <br />MATERIALS <br />(SEE TABLE) <br />CATCH BASIN STRUCTURE WITH <br />4 <br />68 <br />2 <br />1010+ <br />ANCHOR TRENCH <br />(%) <br />METAL STAPLES AT 1' INTERVALS <br />DITCH CHECK SPACINGWOVEN FILTER FABRIC <br />SOIL AND COMPACT <br />DITCH GRADE <br />IN 6" X 6" TRENCH WITH 6", 11 GAUGE <br />4. BACKFILL WITH NATURAL <br />1. DIG 6" X 6" TRENCH2. LAY BLANKET IN TRENCH3. STAPLE AT 1.5' INTERVALS <br />A MINIMUM OF 6"WATER FLOWSAROUND THE <br />OVER THE DITCHCHECK AND NOT <br />NOTE:POINT 1 MUST BEHIGHER THANPOINT 2 TOENSURE THATENDS.TYPE IV GEOTEXTILE FABRIC ANCHORED <br />PlotDate:07/06/2022 <br />Drawingname:U:\\193805625\\CAD\\Dwg\\193805625_C801.dwg <br />Xrefs:,1862_ERO-5D,193805625_BORDER <br />6" <br />TRL-1 <br />ERO-5 <br />QMBUF!OP/QMBUF!OP/ <br />MBTU!SFWJTJPO;MBTU!SFWJTJPO; <br />6" <br />BITUMINOUSPATHWAY ORCONCRETESIDEWALK <br />MINIMUMLANDINGAREA <br />B <br />1' TO 3'CROSS SLOPE OF RAMPCONSTRUCTED <br />MAY NOT EXCEED .02FT/FT AS <br />2 <br />OVERLAPLONGITUDINAL JOINTSMINIMUM OF 6" <br />S <br />U <br />I MAX 50:1 <br />D <br />A <br />ADA REQUIRED TRUNCATED <br />DOME PER MN/DOT STD.PLATE 7038A WITH CAULKSEALERR <br />B <br />R <br />U <br />C <br />) <br />N <br />A5'-0" (CURB) & 0.10FT/FT SLOPE <br />L <br />6" CONCRETE <br />P <br />E <br />E <br />1 S <br />( <br />4" CLASS 5 100% CRUSHED <br />ROUND ALL SLOPEDINTERSECTIONS <br />' <br />5 <br />OVERLAP END JOINTSMINIMUM OF 6" AND STAPLEOVERLAP AT 1.5' INTERVALS. <br />3" <br />H <br />T1 <br />: <br />D <br />2 <br />I <br />2 <br />1 <br />W <br />X <br />E <br />A <br />G <br />L <br />1"/FT.SLOPE <br />N <br />M <br />B <br />I <br />INSTALLATION <br />A <br />T <br />8" <br />I <br />5'-4" <br />S <br />RI <br />AX <br />VE 8"5'-4"4'-0" <br />VARIABLE <br />1A PEDESTRIAN CURB RAMP <br />A H <br />FOR PATHWAY/SIDEWALK <br />CONCRETE CURB & GUTTER <br />CENTERVILLE, MINNESOTACENTERVILLE, MINNESOTA <br />CVARIABLE MATCHVARIABLE <br />EXISTING WIDTH <br />PLAN <br />EROSION CONTROL BLANKET <br />T1 <br />: <br />A <br />0 <br />M <br />2 <br />. <br />SECTION B-B <br />X <br />A <br />' <br />5 <br />M <br />F <br />O <br />W <br />NO <br />L <br />O 24" MIN. <br />IF <br />T <br />E <br />C <br />C <br />SPECIFICATIONS <br />E <br />A <br />R <br />F <br />I <br />R <br />D <br />U TOP OF CURB <br />B <br />S <br />GRADE <br />CURB <br />5'-0" (CURB) & 0.10FT/FT SLOPE <br />ANCHOR TRENCH(SEE DETAIL AND NOTES BELOW) <br />FACE OF <br />FOLLOW MANUFACTURERS <br />SECTION A-A <br />WITHOUT AN ANCHOR TRENCH <br />DESIGN STREET <br />ANCHOR TRENCH4. BACKFILL WITH NATURAL SOIL AND COMPACT <br />2. LAY BLANKET IN TRENCH3. STAPLE AT 1.5' INTERVALS5. BLANKET LENGTH SHALL NOT EXCEED 100' <br />1. DIG 6" X 6" TRENCH <br />THE WIDTH OF OPENING. <br />SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS,STICKS, VEHICLE IMPRINTS, AND GRASS. BLANKETS SHALL UNCOATED TRUNCATED DOMESRAMP DETAILS (5 SHEETS). <br />NOTE:HAVE GOOD SOIL CONTACT. <br />STAPLE PATTERN/DENSITY SHALL <br />2. USE MNDOT PEDESTRIAN CURB <br />NOTES:1. PLACE NEENAH CAST IRON <br />PlotDate:07/06/2022PlotDate:07/06/2022 <br />Drawingname:U:\\193805625\\CAD\\Dwg\\193805625_C801.dwgDrawingname:U:\\193805625\\CAD\\Dwg\\193805625_C801.dwg <br />Xrefs:,1862_ERO-5D,193805625_BORDERXrefs:,1862_ERO-5D,193805625_BORDER <br />STR-5 <br />ERO-1 <br />QMBUF!OP/QMBUF!OP/ <br />MBTU!SFWJTJPO;MBTU!SFWJTJPO; <br />B612B612 <br />MODIFIEDMODIFIED <br />PARKBOARDPARKBOARD <br />24" MINIMUMPOST EMBEDMENTMNDOT B618 <br />1/2"R <br />7" <br />1/2"R <br />7" <br />CONCRETE MATERIALS AS FOLLOWS:3F52 - MANUAL PLACEMENT3F32 - SLIP FORM PLACEMENT <br />STEEL POSTS:ATTACH FABRIC TO POSTSWITH MINIMUM 3 ZIP TIESIN TOP 8" OF FABRIC.MONOFILAMENT GEOTEXTILEFABRIC PER MNDOT TABLE3886-1 (MACHINE SLICED). <br />(50 LB. TENSILE) PER POST <br />8"-12" DEPTH (PLUS 6" FLAP) <br />MACHINE SLICE <br /> INSTALLATION OF STEEL POSTS, <br /> VARIABLE <br />SILT FENCE <br />T <br />F <br />MACHINE SLICED <br />BEFORE <br />CENTERVILLE, MN <br />T <br />R <br />CURB AND GUTTER <br />E F <br />A E <br />P <br />E <br />P <br />18"R <br />P <br />" <br />OE <br />O4 <br />CENTERVILLE, MINNESOTA <br />/ <br />L <br />LP <br />3"R <br />3 <br />S <br />3"R S <br />" <br />4 <br />/ <br />3 <br />FACE OF CURB <br /> INSTALL THE POSTS AND PULL UP FABRIC TO ATTACH <br />DISTANCE TO <br />3 <br />3 <br />1 1 <br />W2" <br />THEN <br />O <br />L <br />F8" <br />8"12" <br />E <br />C6" <br />6" <br />A <br />F <br />MAXIMUM SPACING. <br />R <br />MINIMUM 5' LONG, 6' <br />U <br />6" <br />S <br />F <br />APPROVED OR DIRECTED BY THE CITY. <br />SILT FENCE INSTALLATION METHOD. HEAVY DUTY (ERO-1B) SILTFENCE INSTALLATION METHODS SHOULD ONLY BE USED WHENLOCATED NEXT TO CURB AND GUTTER DUE TO SNOW PLOWING. <br />O <br />6" <br />N2. REMOVE SILT FENCE AFTER ESTABLISHMENT PERIOD IS MET.3.CITY WILL NOT BE RESPONSIBLE FOR DAMAGE TO SILT FENCECOMPACTION:AFTER "SLICING" IN THE FABRIC ANDON THE GROUND.AT A UNIFORM <br /> HEIGHT. <br />NOTE:1. THE MACHINE SLICED METHOD (THIS DETAIL) IS THE STANDARDDRIVE INSTALLATION EQUIPMENT OVER THE "SLICE" WHILE FABRIC IS LAYING <br />STEEL FENCE POST (T-POST), <br />O <br />STEEL POSTS: <br />FROM FABRIC. <br />I <br />TO FACE AWAYA <br />POST NOTCHEST <br />1/2"R <br />C <br />1/2"R <br />E <br />131/2" <br />131/2" <br />R <br />I <br />D <br />PlotDate:07/06/2022PlotDate:07/06/2022 <br />Xrefs:,1862_ERO-5D,193805625_BORDER <br />ORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN. <br />Drawingname:U:\\193805625\\CAD\\Dwg\\193805625_C801.dwg <br />THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTION <br />PlotDate:07/06/2022-12:03pm <br />DRAWING-ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY. <br />THECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHE <br /> <br />
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