Roadway_Standards_1998_Metric - Mississippi Department of ...

12-m MINIMUM (LENGTH OF LONGITUDINAL BARS)STATEPROJECT NO.82560012-m MINIMUM(LENGTH OF LONGITUDINAL BARS)30EDGE OF PAVEMENT#19 DEFORMED BARS 1.5 mLONG REQUIRED AT TRANSVERSE#13 TRANSVERSE BARSCONSTRUCTION JOINT5.9 m LONG SPACED500 (40 BARS @ 150 O.C.)1.0 m O.C.EDGE OF PAVEMENT(LAP)TRANSVERSECONSTRUCTIONJOINTCHAIR SUPPORTS30COMBINATION CONCRETE CURB & GUTTER500(LAP)12-m MINIMUM(LENGTH OF LONGITUDINAL BARS)75 39 SPACES @ 150 mm O.C.7540 LONGITUDINAL BARS6.0 mMISS.#13 BAR#19 BAR1.32-mm (MIN.)PLATECLIPPED ORWELDEDTOGETHER0.86-mm (MIN.)COLD ROLLSTEELDETAILS OF CHAIR SUPPORT(OPTION I)#13 BAR105#19 BAR25 (MIN.)HEIGHT OF CHAIR10590 (MIN.)225#19 LONGITUDINAL BARSSPACED 150 mm O.C.PLAN1500 (MIN.)LONGITUDINAL BARS TO EXTEND1.5 m MINIMUM FROMCONSTRUCTION JOINT.#13 DEFORMED DOWEL BARS750 mm LONG SPACED750 mm O.C.DETAIL OF CHAIR SUPPORT(OPTION II)NOTE: FOR USE OF OTHER CHAIRSUPPORTS, SUBMIT DRAWINGSTO THE CONSTRUCTION ENGINEERFOR APPROVAL.2006.0 mPAVEMENT SLOPE ASSHOWN ON THE PLANS#13 DEFORMED DOWEL BARS750 mm LONG SPACED 750 mm O.C.GENERAL NOTES:1. THE LOT SIZE FOR CONFORMANCE DETERMINATIONREINFORCEMENTSHALL BE 300 m OF PAVEMENT IN EACH TRAFFICLANE. CHAIR SPACINGS SHALL NOT BE GREATER6.0-m PAVEMENT SECTION WITH COMB. CURB & GUTTER(200-mm UNIFORM THICKNESS)600825225THAN 1.0 m CENTER TO CENTER (LONGITUDINAL)AND 600 mm (TRANSVERSE). ADDITIONAL CHAIRSSHALL BE USED IF NECESSARY TO MEET THE STEELPLACEMENT REQUIREMENTS.375 375NOTE: LONGITUDINAL AND TRANSVERSE BARS SHALL BE SECURELYFASTENED TOGETHER BY ANY SATISFACTORY METHOD AT ALLEXTERIOR INTERSECTIONS AND AT NOT LESS THAN ALTERNATEINTERIOR INTERSECTIONS. WHERE LONGITUDINAL BARS ARE LAPPED,THE BARS SHALL BE DOUBLE FASTENED. THE 1.5-m LONG #19 BARSAT CONSTRUCTION JOINTS SHALL BE DOUBLE FASTENED TO ADJACENT BARS.ANY SATISFACTORY METHOD OR DEVICE FOR HOLDING THE BARS FIRMLY INPOSITION DURING THE PLACEMENT OF THE CONCRETE WILL BE ACCEPTABLE.20095#19 BARS#13 DOWEL BARS750 mm LONG750 mm O.C.CHAIRSUPPORT150 150 75EDGE OF PAVEMENTSECTION AT EDGE OF PAVEMENT65(MIN.)2530 R3 R150200350DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONCONTINUOUSLY REINFORCEDCONCRETE PAVEMENTISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLAN6.0 m WIDEOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERCRP-1ASHEET NUMBER6102RDEPAR TMENTO FT RANSPOTATI O N

20020020012-m MINIMUM (LENGTH OF LONGITUDINAL BARS)STATEPROJECT NO.#19 DEFORMED BARS 1.5 mMISS.12-m MINIMUM(LENGTH OF LONGITUDINAL BARS)500(LAP)#13 TRANSVERSE BARS4.7 m LONG SPACED1.0 m O.C.EDGE OF PAVEMENTLONG REQUIRED AT TRANSVERSECONSTRUCTION JOINT(32 BARS @ 150 mm O.C.)500(LAP)12-m MINIMUM(LENGTH OF LONGITUDINAL BARS)75#13 BAR30#19 BAR3031 SPACED @ 150 mm(32 LONGITUDINAL BARS)4.8 m1.32-mm (MIN.)PLATEHEIGHT OF CHAIR105DETAILS OF CHAIR SUPPORT(OPTION I)#13 BAR#19 BARCLIPPED OREDGE OF PAVEMENTCHAIR SUPPORTSTRANSVERSECONSTRUCTIONJOINT1500 (MIN.)LONGITUDINAL BARS TO EXTEND1.5 m MINIMUM FROM CONSTRUCTION75WELDEDTOGETHER0.86-mm (MIN.)105#19 LONGITUDINAL BARSSPACED 150 mm O.C.JOINT.COLD ROLLSTEELPLAN25 (MIN.)90 (MIN.)4.8 mDETAIL OF CHAIR SUPPORT(OPTION II)PAVEMENT SLOPE AS SHOWNON THE PLANSREINFORCEMENTNOTE: FOR USE OF OTHER CHAIRSUPPORTS, SUBMIT DRAWINGSTO THE CONSTRUCTION ENGINEERFOR APPROVAL.SECTION OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENT(200-mm UNIFORM THICKNESS)GENERAL NOTES:50(MIN.)751501501501. THE LOT SIZE FOR CONFORMANCE DETERMINATIONSHALL BE 300 m OF PAVEMENT IN EACH TRAFFICLANE. CHAIR SPACINGS SHALL NOT BE GREATERTHAN 1.0 m CENTER TO CENTER (LONGITUDINAL)95#19 BARSAND 600 mm (TRANSVERSE). ADDITIONAL CHAIRSSHALL BE USED IF NECESSARY TO MEET THE STEELPLACEMENT REQUIREMENTS.CHAIRSUPPORT#13 TRANSVERSE BARSECTION AT EDGE OF PAVEMENTNOTE: LONGITUDINAL AND TRANSVERSE BARS SHALL BE SECURELY FASTENED TOGETHER BY ANYSATISFACTORY METHOD AT ALL EXTERIOR INTERSECTIONS AND AT NOT LESS THAN ALTERNATE INTERIORINTERSECTIONS. WHERE LONGITUDINAL BARS ARE LAPPED, THE BARS SHALL BE DOUBLE FASTENED. THE1.5 m LONG #19 BARS AT CONSTRUCTION JOINTS SHALL BE DOUBLE FASTENED TO ADJACENT BARS. ANYSATISFACTORY METHOD OR DEVICE FOR HOLDING THE BARS FIRMLY IN POSITION DURING THE PLACEMENT OFTHE CONCRETE WILL BE ACCEPTABLE.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONCONTINUOUSLY REINFORCEDCONCRETE PAVEMENT4.8 m WIDEISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERCRP-1BSHEET NUMBER6103RDEPAR TMENTO FT RANSPOTATI O N

50 (SAWEDOR FORMED)221210+2-T/3T/332326 6121212STATEPROJECT NO.AEXPANSION JOINTPLAIN CONCRETE PAVEMENT.TRANSVERSE CONTRACTION JOINTS@ 4.8-m INTERVALSALONGITUDINAL JOINTLOW MODULUSSILICONE SEALANTCLOSED CELLPOLYETHLENEBACKER ROD(10 mm DIA.)7126+22 2-2032T/3LOW MODULUSSILICONE SEALANTCLOSED CELLPOLYETHLENEBACKER ROD(12 mm DIA.)2106+2-2028240T/3LOW MODULUSSILICONE SEALANTCLOSED CELLPOLYETHLENEBACKER ROD(10 mm DIA.)126+2-720MISS.32PREFORMED FIBERBOARDCONSTRUCTION(AASHTO M 213) TO REMAINJOINT(OTHER FORMING MATERIALADOWELSDEFORMED TIE BARST/8 DIA. X 450 mm16 mm DIA. X 750 mmLONG @ 300 mm O.C.LONG @ 750 mm O.C.PLAN SHOWING JOINTSA3SAWED AND SEALEDOPTION 1TO BE REMOVED)6PREFORMED WITH TOP 40 mm SAWED AND SEALEDOPTION 2CONSTRUCTION JOINTSAWED AND SEALEDT/21503.6 m 3.6 mDEFORMED TIE BARSLONGITUDINAL JOINT 16 mm DIA. X 750 mmLONG @ 750 mm O.C.300LOAD TRANSFER DOWELST/8 DIA. X 450 mm LONG300(TYP.)@ 300 mm O.C.SECTION A-AT15025-mm DRESSED BOARDLOW MODULUSSILICONE SEALANTCLOSED CELLPOLYETHYLENEBACKER ROD(12 mm DIA.)10W/3WW/3LONGITUDINAL JOINTS10LOW MODULUSSILICONE SEALANTCLOSED CELLPOLYETHYLENEBACKER ROD(12 mm DIA.)2 2PREFORMED FIBERBOARD6 6LOW MODULUSSILICONE SEALANTCLOSED CELLPOLYETHYLENEBACKER ROD(12 mm DIA.)106632CONSTRUCTIONJOINTSEE DETAIL "A"LOW MODULUS SILICONESEALANTCONTRACTION JOINT(SEE DETAILS)(AASHTO M 213) TO REMAIN(OTHER FORMING MATERIALTO BE REMOVED)450450W/36T/2T/2CONTRACTION JOINTSAWED AND SEALEDOPTION 1CONTRACTION JOINTPREFORMEDWITHTOP32mm SAWEDANDSEALEDOPTION 2CONSTRUCTION JOINTSAWED AND SEALEDSECTION THRUEXPANSION JOINTASSEMBLYDRESSED REDWOODBOARDCLOSED CELLPOLYETHYLENEBACKER ROD(25 mm DIA.)SECTION THRUCONTRACTION JOINTASSEMBLYGENERAL NOTES:TRANSVERSE JOINTSDETAIL "A"EXPANSION SLEEVE (METAL OR PLASTIC)PLACED ON UNWELDED END OF DOWELS1. DOWEL BAR SPECIFICATIONS: AASHTO M 31M GRADE 420.TOLERANCES: THE PERMISSIBLE VARIATION IN STRAIGHTNESS SHALL BE A MAXIMUM OF 2 mm INTHE LENGTH OF THE DOWEL. THE TOLERANCES THE IN LENGTH SHALL BE +6 mm.-THE MAXIMUM PERMISSIBLE ALIGNMENT VARIATION SHALL BE 6 mm IN THE LENGTH OF THE DOWELIN EACH PLANE, BOTH HORIZONTAL AND VERTICAL.3.3 mGREASED (TYP.)COATING: DOWELS SHALL BE SHOP PAINTED FULL LENGTH WITH ONE (1) OF THE FOLLOWING PAINTS ASPER SPECIFICATION: (1) FEDERAL SPECIFICATION TT-P-645, (2) FEDERAL SPECIFICATION TT-P-31D,75 75300300(TYP.)300 300(TYP.)75 75REDWOODJOINT FILLEROR (3) STEEL STRUCTURES PAINTING COUNCIL SPECIFICATION SSPC-PAINT II.2. ASSEMBLY FRAME SPECIFICATIONS: AASHTO M 32M.FRAME WIRE SIZES: ALL FRAME WIRES SHALL BE W5.5 OR GREATER EXCEPT THE SPREADER WIRES WHICHSHALL BE W3 OR GREATER.RESISTANCE WELDST/2ALTERNATE DOWEL BARS TOBE WELDED TO THE FRAMEPLANOFLOADTRANSFERASSEMBLY(EXPANSION JOINT)3. ANCHOR PINS: THE ASSEMBLY SHALL BE SECURED TO CEMENT TREATED OR ASPHALT BASE WITH RAMSET OREQUIVALENT TIES (MINIMUM OF 8 PER 3.6-m SECTION -- 3 ON EACH SIDE) OROTHER APPROVED METHODS. THE CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING THE ENTIRE ASSEMBLY IN SUCH MANNER A AS TO PREVENT DISPLACEMENT.ELEVATIONOFLOADTRANSFERASSEMBLYSPREADER WIRE (3 OR MORE REQUIRED)(TO BE CUT AFTER INSTALLATION)4. FOR CONSIDERATION OF USE OF OTHER LOAD TRANSFER ASSEMBLIES, THE CONTRACTOR SHALL PROVIDEDRAWINGS TO THE ENGINEER FOR APPROVAL.5. PREFORMED FILLER IS NOT AN ALTERNATE FOR REDWOOD FILLER AT EXPANSION JOINTS UNLESS SPECIFICALLYREQUIRED ON THE PLANS.3001503.3 m 3.3 m150(12 DOWELS @ 300-mm O.C.) (12 DOWELS @ 300-mm O.C.)PLACEMENTOFASSEMBLIESIN7.2-m WIDTHPAVEMENTGREASED(TYP.)225WELD ALTERNATE DOWELBARS TO THE FRAMEPLANOFLOADTRANSFERASSEMBLY(CONTRACTION JOINT)DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONCONCRETE PAVEMENTJOINTSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERPJ-1SHEET NUMBER6104RDEPAR TMENTO FT RANSPOTATI O N

16STATEPROJECT NO.MISS.CONCRETE JOINT SEALER6JOINT TO BE FORMED BYAPPROVED METHODS612TOP OF PAVEMENT TOP OF PAVEMENT TOP OF PAVEMENTLONGITUDINAL JOINT75(MIN.)13 mm DIA. TIE BAR750 mm LONG @ 750 mm O.C.D/3REINFORCEMENTLOWER 12 mm OF PARTING STRIPMAY REMAIN IN JOINTD/2DSLAB THICKNESS75(MIN.)13 mm DIA. TIE BAR750 mm LONG @ 750 mm O.C.D/3REINFORCEMENTD/2DSLAB THICKNESS75(MIN.)D/313 mm DIA. TIE BAR750 mm LONG @ 750 mm O.C.REINFORCEMENTD/2DSLAB THICKNESSOPTION I - SAWEDOPTION II - FORMEDDETAILS OF LONGITUDINAL JOINTS FORCONVENTIONALLY REINFORCED CONCRETE PAVEMENTOPTION III - INSERTNOTE: A LONGITUDINAL WEAKENED PLANE JOINT MAY BE FORMEDBY PLACEMENT OF A CONTINUOUS STRIP OF POLYETHYLENE OR OTHERAPPROVED MATERIAL. WITH THIS TYPE OF INSERT IT IS NOT REQUIREDTO SAW OR SEAL THE LONGITUDINAL JOINT.6TOP OF PAVEMENTCONCRETE JOINT SEALERJOINT TO BE FORMED BYAPPROVED METHODS6TOP OF PAVEMENTTOP OF PAVEMENTLONGITUDINAL JOINTD/2-6D/412REINFORCEMENTLOWER 12 mm OF PARTING STRIPMAY REMAIN IN JOINTDSLAB THICKNESSD/2-6D/4REINFORCEMENTDSLAB THICKNESSD/2-6D/4REINFORCEMENTDSLAB THICKNESSOPTION I - SAWEDOPTION II - FORMEDDETAILS OF LONGITUDINAL JOINTS FORCONTINUOUSLY REINFORCED CONCRETE PAVEMENTOPTION III - INSERTNOTE: A LONGITUDINAL WEAKENED PLANE JOINT MAY BE FORMEDBY PLACEMENT OF A CONTINUOUS STRIP OF POLYETHYLENE OR OTHERAPPROVED MATERIAL. WITH THIS TYPE OF INSERT IT IS NOT REQUIREDTO SAW OR SEAL THE LONGITUDINAL JOINT.10 mm X 375-mm STAKE @1200 mm O.C.BARS BENT INTO V-SHAPED750SPACE AND STRAIGHTENED375 375375FOR NEW SLAB.50325 12001200DEFORMEDMETAL STRIP50SLABTHICKNESSDD/2DEFORMED METAL STRIP13 mm DIA. TIE BAR750 mm LONG @ 750 mm O.C.APPROVED CHAIROR SUPPORTPERMISSIBLE FOR BAR TOPROTRUDE THROUGH FORMIN LIEU OF A KEYWAY.SIDE FORM10 mm X 375-mm LONG STAKE NOTMORE THAN 1200 mm O.C.SLABTHICKNESSDD/213 mm DIA. TIE BAR750 mm LONG @ 750 mm O.C.50 X 200-mm + BOARD-16 mm DIA. HOLE @ 750 mm O.C.BASENOTE: PLACE FORM BOARD, INSERT AND VIBRATE TIE BARSIMMEDIATELY FOLLOWING THE TRAILING FORM OF ASLIP-FORM PAVER. REMOVE BOARD AFTER PLACEMENT OF TIE BARS.450NOTE: IN LIEU OF ASSEMBLYSHOWN AT LEFT, THE LAST450 mm OF TRAILING FORMSMAY BE SLOTTED AS SHOWN.SIDEFORM506513 mm DIA. TIE BARCONCRETE JOINTSEALER6D/4LONGITUDINAL CONSTRUCTION JOINTFOR SLIP FORM PAVEMENT750 mm LONG @ 750 mm O.C.65LONGITUDINAL CONSTRUCTION JOINTNOTE: FOR CONSIDERATION OF OTHER TYPES OF FORMS, THECONTRACTOR SHALL SUBMIT DRAWINGS TO THE ENGINEER FOR APPROVAL.13 mm DIA. TIE BAR750 mm LONG @ 750 mm O.C.LONGITUDINAL CONSTRUCTION JOINTJOINT MAY BE FORMED OR TOOLED BY AN APPROVED METHOD;OR FORMED WITH A PARTING STRIP AND SAWED TO A DEPTHOF (D/4 - 12); OR SAWED TO A DEPTH OF 12 mm WITHOUTTHE INSERTION OF PARTING STRIP.D/2 D/2DSLABTHICKNESSDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONCONCRETE PAVEMENTJOINTSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLAN(LONGITUDINAL)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERPJ-2SHEET NUMBER6105RDEPAR TMENTO FT RANSPOTATI O N

75STATEPROJECT NO.25-mm EXPANSION JOINT(DOWELED)(NOT REQUIRED AT ASPHALTICDOWELED 25-mm EXPANSION JOINTS4 LUG ANCHORS @ 5.1 m 0.C.15.3 mMISS.R.R. CROSSING)(NON-EXTRUSION MATERIAL)200-mm UNIFORM CONCRETE PAVEMENT4.8 mBRIDGE ENDPAVEMENT(REINFORCED SAME AS CONTINUOUSLY REINFORCED CONCRETE PAVEMENT)12.0 m 12.0 mCONTINUOUSLY REINFORCED CONCRETE PAVEMENTPLAN OF EXPANSION JOINTS AND CONCRETE LUG ANCHORS ADJACENT TO BRIDGE END PAVEMENTLONGITUDINALCENTER JOINTSFUTURE OR EXISTINGPAVEMENT4.8 m4 LUG ANCHORS @ 5.1 m O.C.15.3 mCONTINUOUSLY REINFORCED CONCRETE PAVEMENTPLAN OF CONCRETE LUG ANCHORS AT ENDS OF PAVEMENTBRIDGE END19.431 m 19.431 m19.431 m TO 20 mm EXPANSIONPAVEMENTBETWEEN JOINTSBETWEEN JOINTSJOINT WITH DOWELS...25-mm PREMOLDED EXPANSIONJOINT (DOWELED)25-mm PREMOLDED EXPANSIONJOINT WITH DOWELSLONGITUDINALCENTER JOINT300CONCRETE LUGANCHORSCONCRETE LUGANCHORS75#19 BAR3.0 m LONG,325 mm O.C.150#16 BARS#16 BARS150 O.C.1504.8 m 4.8 m 4.8 mPLAN OF EXPANSION JOINTS AND CONCRETE LUG ANCHORS ADJACENT TO BRIDGE END PAVEMENTFOR CONVENTIONALLY REINFORCED CONCRETE PAVEMENT4.8 m#16 BARS900ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.7575600#16 BARSDETAIL OF LUGGENERAL NOTE:1. LUG ANCHORS TO BE MONOLITHIC WITH PAVEMENT.IN SPECIAL CASES, THE LUG ANCHORS MAY BE OMITTED.SEE PLAN-PROFILE SHEETS FOR LUG ANCHOR LOCATIONS.DATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONCONCRETE LUG ANCHORSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERLA-1SHEET NUMBER6106RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.225(MIN.)7530050125A(3000 MIN.)#22 BARSBNORMAL SHOULDER LINEA(3000 MIN.)MISS.15030025-mm PREMOLDEDBRIDGECURB LINEEXPANSION JOINTSEALED WITH POUREDJOINT FILLER (NOTEND OFW = W B + 300CROWN LINE1800 1800 1800 1800 1800MATCHBRIDGESLOPEMATCHBRIDGE#16 TIE BAR#16 TIE BARSLOPE#22 TIEBARS#22 BARS#16 BARS#16 TIE BARSKEWANGLE "Z"#22BARSW = W B + 300ROADWAY PAVEMENT25-mm PREMOLDED EXPANSIONJOINT SEALED WITH POUREDJOINT FILLER (DOWELED), THISJOINT REQUIRED ONLY IFROADWAY PAVEMENT IS CONCRETEW = W B + 3000.5W0.5WDOWELED).CROWN LINE6000(MIN.)BRIDGEEND PAVEMENTBRIDGESKEW ANGLE "Z"C BRIDGELW W1 2BW(BRIDGE WIDTH)AA#16 TIE BAR225(MIN.)30075150#22 BARSBBNORMAL SHOULDER LINESHOULDERS TO TRANSITION FROMNORMAL SLOPE TO BRIDGE ENDBBRIDGECURB LINESECTION B-BPLANSLOPE AS DIRECTED BY THE ENGINEER.PLAN AT BRIDGE ENDGENERAL NOTES:1. IF BRIDGE END PAVEMENT IS CONSTRUCTED IN MORE THAN ONE SECTION,LONGITUDINAL CONSTRUCTION JOINTS WITH TIE BARS WILL BE USED.25 600 300 300 300 300#22 BARS #16 BARS #16 BARS50ROADWAY PAVEMENT25-mmJOINT225(MIN.)0.5(A + B)(LENGTH FOR PAY AREA CALCULATION)BRIDGE END PAVEMENT25-mmJOINTEND OFBRIDGETIE BARS WILL BE #16 BARS, 750 mm LONG AND SPACED 750 mm O.C. SUCHCONSTRUCTION WILL BE USED WHERE INDICATED ON PLANS.2. DIMENSIONS "A" & "B" ARE BASED ON A MID-LENGTH OF 6000 mm.EXCEPT IN NO CASE SHALL "A" BE LESS THAN 3000 mm.JOINT50125 12550225(MIN.)NORMALPAVEMENTTHICKNESS1000LONGITUDINAL ELEVATION OF BRIDGE END PAVEMENTMETAL FLASHING ORTHREE THICKNESSESOF TAR PAPER3. SEE QUANTITY SECTION OF PLANS FOR DIMENSIONS "W", "W 1 ", "W 2 ","A", "B", SKEW ANGLE "Z" AND QUANTITIES.4. SPACING OF OUTER LONGITUDINAL EDGE BARS AND TIE BARS MAY BEADJUSTED TO MEET VARIOUS WIDTHS ("W") OF BRIDGE END PAVEMENT.SPACINGS SHOWN ARE FOR A BRIDGE WIDTH OF 12 m.3005. REINFORCEMENT (DEFORMED) MAY BE FURNISHED FULL LENGTH ORSECTION A-A25-mm25-mm EXPANSION JOINT(DOWEL ASSEMBLY REQ’D.)25-mm PREMOLDED EXPANSION JOINTSEALED WITH POURED JOINT FILLERMAY BE LAPPED. IF BARS ARE LAPPED THEY SHALL BE LAPPED NOTLESS THAN 30 DIAMETERS.JOINT(NOT DOWLED)ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.BRIDGE ENDPAVEMENTMETAL FLASHING ORTHREE THICKNESSESOF TAR PAPERVAR. 225(MIN.)60BRIDGESLABVAR.DETAIL SHOWING METHOD OF SEATING BRIDGEEND PAVEMENT ON BRIDGES WITH NO PAVING BRACKETBRIDGE ENDBRIDGEPAVEMENTPLAIN CONCRETE PAVEMENT 60004800 4800PLAN OF EXPANSION JOINTS AND BRIDGE END PAVEMENTDATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONBRIDGE END PAVEMENTISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERBE-1SHEET NUMBER6107RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.PAY LENGTHOUTSIDE EDGE OF TRAVEL LANETWO-WAY REFLECTIVE YELLOWRAISED PAVEMENT MARKERS**150-mm CONTINUOUS WHITE EDGE STRIPE ( )*50150-mm SKIP YELLOW ( )**150(TYP.)150-mm CONTINUOUS YELLOW25050TRAFFIC**150-mm CONTINUOUS YELLOW ( )C L3000 30009000***TRAFFICC JOINT L2525**150-mm CONTINUOUS WHITE EDGE STRIPE ( )OUTSIDE EDGE OF TRAVEL LANEOMIT BROKEN LINE STRIPING50DETAIL "A"*TWO-WAY TRAFFIC(ASPHALT OR CONCRETE PAVEMENT)502505025TRAFFIC15025DIRECTION OFTRAFFICGENERAL NOTES:TRAFFIC******1. 50-mm UNLESS SHOWN ELSEWHERE ON THE PLANS.2. EDGE STRIPE SHALL BE SAME MATERIAL AS LANE-LINESTRIPE (PAINT OR PLASTIC AS INDICATED IN PAY ITEMS).3. SPACING OF REFLECTIVE RAISED PAVEMENT MARKERSIS AS FOLLOWS:URBAN AREA(m)RURAL AREA(m)3000 30009000OUTSIDE EDGE OF TRAVEL LANE***9000MEDIAN EDGE OF TRAVEL LANETRAFFICTRAFFICREFLECTIVE RED-CLEARRAISED PAVEMENT MARKERSC JOINTL4-LANE WITH ONE-WAY TRAFFIC5025DETAIL "A"150-mm CONTINUOUS WHITE EDGE STRIPE150-mm SKIP WHITE150-mm CONTINUOUS YELLOW EDGE STRIPE*5050*TANGENT SECTIONS12 24HORIZONTAL CURVES1212INTERCHANGE LIMITS 12 t 12t NOTE: ON THE MAIN FACILITY, REFLECTIVE RED-CLEAR RAISEDPAVEMENT MARKERS ON A 12-m SPACING WILL BE REQUIRED ONLANE-LINE(S) THROUGH ALL INTERCHANGE AREAS BEGINNING300 m IN ADVANCE (IN DIRECTION OF TRAFFIC) OF THE EXIT RAMPTAPER AND CONTINUING THROUGH THE INTERCHANGE TO THEEND OF THE ENTRANCE RAMP TAPER.4. PAVEMENT MARKERS SHALL BE HIGH PERFORMANCE REFLECTIVERAISED PAVEMENT MARKERS AS LISTED IN THE MDOT"APPROVED SOURCES OF MATERIALS."ROADWAY DESIGN DIVISIONC LSTANDARD PLANS.W.R. 1REVISE STRIPE WIDTH12-1-99DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONPAVEMENT MARKINGDETAILS FOR2-LANE AND 4-LANEDIVIDED HIGHWAYSISSUE DATE:OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERPM-1SHEET NUMBER6120RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.50-mm SPACE BETWEEN EDGE OF TRAVEL WAY AND STRIPEMISS.50-mm SPACE BETWEEN EDGE OF TRAVEL WAY AND STRIPE150-mm CONTINUOUS WHITEREFLECTIVE RED-CLEAR RAISEDEDGE STRIPE150-mm CONTINUOUS WHITEPAVEMENT MARKERSREFLECTIVE RED-CLEAR RAISEDEDGE STRIPEPAVEMENT MARKERS150-mm SKIP WHITE6000 60006000TWO-WAY REFLECTIVE YELLOWRAISED PAVEMENT MARKERS150-mm SKIP WHITE100-mm SPACE BETWEEN STRIPES150-mm SKIP YELLOWTWO-WAY REFLECTIVE YELLOWRAISED PAVEMENT MARKERS150-mm CONTINUOUSYELLOW6000 60003000 30004500 450090004500 4500SEEDETAIL A150-mm DOUBLE CONTINUOUSYELLOW150-mm SKIP WHITE150-mm CONTINUOUS WHITEEDGE STRIPE9000900030004500 4500 4500 4500100-mmSPACESEE DETAIL A50-mm SPACE BETWEEN EDGE OF TRAVEL WAY AND STRIPE150-mm CONTINUOUS WHITEEDGE STRIPE150-mm SKIP WHITEREFLECTIVE RED-CLEAR RAISEDPAVEMENT MARKERSTYPICAL STRIPING AND RAISEDPAVEMENT MARKERS FOR 4-LANE SECTION50-mm SPACE BETWEEN EDGE OF TRAVEL WAY AND STRIPETYPICAL STRIPING AND RAISEDPAVEMENT MARKERS FOR 5-LANE SECTION50-mm SPACE BETWEEN EDGE OF TRAVEL WAY AND STRIPE150-mm CONTINUOUS WHITEEDGE STRIPE150-mm SKIP WHITESEE DETAIL B3000 30004500 45006000 6000REFLECTIVE RED-CLEAR RAISEDPAVEMENT MARKERS100-mmSPACE50SEE DETAIL A24 mLEGEND(SEE PLANS FORLOCATIONS)2500REFLECTIVE RED-CLEAR RAISEDPAVEMENT MARKERS150-mm DOUBLE CONTINUOUSYELLOW*150-mm WHITE ( )VARIABLETWO-WAY REFLECTIVE YELLOWRAISED PAVEMENT MARKERS6000 6000DETAIL ALATERAL PLACEMENT OFPAVEMENT MARKERS(TYP.)(30 m MIN.)REFLECTIVE RED-CLEAR RAISED150-mm SKIP WHITE30004500 4500 4500 4500600PAVEMENT MARKERS150-mm CONTINUOUS WHITEEDGE STRIPE9000900050-mm SPACE BETWEEN EDGE OF TRAVEL WAY AND STRIPESTOP LINE-LEGEND, WHITE,(SEE PLANS FOR LOCATIONS)GENERAL NOTE:1. PAVEMENT MARKERS SHALL BE HIGH PERFORMANCE RAISEDPAVEMENT MARKERS AS LISTED IN THE MDOT "APPROVEDSOURCES OF MATERIALS".3000TYPICAL TWO-WAY ARROW INSTALLATIONNOTES: 1. CONSIDER EACH SEGMENT OF CONTINUOUS TWO-WAY LEFT TURN LANE SEPARATELY.2. IF SEGMENT IS LESS THAN 100 m, PLACE ONE SET OF ARROWS IN CENTER OF SEGMENT.3. IF SEGMENT IS GREATER THAN 100 m, PLACE FIRST SET OF ARROWS 15 m TO 30 mFROM BEGINNING AND/OR END OF SEGMENT AND SPACE ADDITIONAL SETS OF ARROWS (75 m O.C.).TYPICAL STRIPING AND RAISEDPAVEMENT MARKERS AT LEFT TURN LANESNOTE: USE DETAIL STRIPING IF LENGTH < 45 m AT* -THIS LOCATION, OTHERWISE USE CONTINUOUS STRIPING,50100DETAIL BLATERAL PLACEMENT OFPAVEMENT MARKERS12-1-99 REVISE STRIPE WIDTH S.W.R. 1DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONROADWAY DESIGN DIVISIONSTANDARD PLANPAVEMENT MARKINGDETAILS FOR4-LANE AND 5-LANEUNDIVIDED ROADWAYSISSUE DATE:OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERPM-2SHEET NUMBER6121RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.150-mm EDGE STRIPE*(CONT. WHITE)RED-CLEAR REFLECTIVERAISED MARKERS150-mm SKIP WHITE*16.5 m150-mm EDGE STRIPE*(CONT. YELLOW)MISS.SHOULDER LINESEE DETAIL A6000 6000PAVED SHOULDER3000 9000 3000 9000SEE DETAIL B 4500 4500**C MAIN LINEL4800150-mmCONT. YELLOW300-mmDETAIL WHITE48001800150-mm SKIP WHITE3600 3600PTSHOULDER LINE300-mm DETAIL WHITE150-mm EDGE STRIPE(CONT. WHITE)150-mm EDGE STRIPE(CONT. YELLOW)RED-CLEAR REFLECTIVERAISED MARKERSPAVEDSHOULDERPARALLEL ENTRANCE RAMP150-mm EDGE STRIPE(CONT. YELLOW)*150-mm EDGE STRIPE(CONT. WHITE)*150-mm SKIP WHITE*60 mSHOULDER LINESEE DETAIL APAVED SHOULDER3000 9000 3000 90004500 4500**6000 6000150-mm SKIP WHITEC MAIN LINEL4800150-mmCONT. YELLOW300-mmDETAIL WHITESEE DETAIL B300-mm DETAIL WHITE480018004800RED-CLEAR REFLECTIVERAISED MARKERS150-mm EDGE STRIPE(CONT. WHITE)3600SHOULDER LINE150-mm EDGE STRIPE *(CONT. WHITE)PTPAVEDSHOULDER150-mm EDGE STRIPE(CONT. YELLOW)TAPER ENTRANCE RAMP5050GENERAL NOTES:150CONT.WHITEDETAIL A50300DETAIL WHITEDETAIL B50300DETAIL WHITE***1.2.SEE SHEET PM-1 FOR THE PLACEMENT OF LANE-LINE STRIPEWITH RESPECT TO THE PAVEMENT JOINT AND FOR THEPLACEMENT OF THE EDGE LINE WITH RESPECT TO THE OUTSIDEEDGE OF THE TRAVELED WAY.ON THE MAIN FACILITY, PLACE REFLECTIVE RED-CLEAR RAISEDPAVEMENT MARKERS AT A 12-m SPACING ON ALL LANE-LINE(S)THROUGHOUT THE INTERCHANGE AREA BEGINNING 300 m INADVANCE (IN DIRECTION OF TRAFFIC) OF THE EXIT RAMPTAPER AND CONTINUING THROUGH THE INTERCHANGE TO THEEND OF THE ENTRANCE RAMP TAPER.3. ALL PAVEMENT MARKINGS SHALL BE PLASTIC.4. PAVEMENT MARKERS SHALL BE HIGH PERFORMANCE REFLECTIVERAISED PAVEMENT MARKERS AS LISTED IN THE MDOT"APPROVED SOURCES OF MATERIALS."12-1-99 REVISE STRIPE WIDTH S.W.R. 1DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONPAVEMENT MARKINGDETAILS FORINTERCHANGEENTRANCE RAMPSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLAN(PARALLEL AND TAPER)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERPM-3SHEET NUMBER6122RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.150-mm EDGE STRIPE(CONT. YELLOW)*150-mm EDGE STRIPE(CONT. YELLOW)60036003000 30009000 90004500 4500**150-mm SKIP WHITE*6000 6000SEE DETAIL BC MAIN LINELSEE DETAIL A48001.8 m150-mm EDGE STRIPE(CONT. WHITE)*150-mm DETAIL WHITE(OPTIONAL)300-mm DETAIL WHITE300-mmDETAIL WHITE150-mmCONT. YELLOW4800SHOULDER LINE150-mm EDGE STRIPE(CONT. WHITE)PAVEDSHOULDER150-mm EDGE STRIPE(CONT. WHITE)RED-CLEAR REFLECTIVERAISED MARKERSTAPER EXIT RAMPPC150-mm EDGE STRIPE(CONT. YELLOW)SHOULDER LINERED-CLEAR REFLECTIVERAISED MARKERS150-mm EDGE STRIPE(CONT. YELLOW)150-mm SKIP WHITE*3000 30009000 9000C L MAIN LINE150-mm EDGE STRIPE (CONT. YELLOW)600360045004500**SEE DETAIL B6000 6000SEE DETAIL A48001.8 m4800150-mm EDGE STRIPE(CONT. WHITE)*150-mm DETAIL WHITE(OPTIONAL)3600150-mm EDGE STRIPE(CONT. WHITE)3600PC150-mm SKIP WHITE FORONE-HALF THE LENGTH OFFULL-WIDTH DECELERATION LANE.300-mm DETAILWHITE300-mmDETAIL WHITE150-mmCONT. YELLOWSHOULDER LINEPAVED4800SHOULDERSHOULDER LINEPCCPARALLEL EXIT RAMP150-mm EDGE STRIPE(CONT. YELLOW)150-mm EDGE STRIPE(CONT. WHITE)GENERAL NOTES:300DETAIL WHITE5050DETAIL A150CONT.WHITEDETAIL B5050300DETAIL WHITE***1.2.SEE SHEET PM-1 FOR THE PLACEMENT OF LANE-LINE STRIPEWITH RESPECT TO THE PAVEMENT JOINT AND FOR THEPLACEMENT OF THE EDGE LINE WITH RESPECT TO THE OUTSIDEEDGE OF THE TRAVELED WAY.ON THE MAIN FACILITY, PLACE REFLECTIVE RED-CLEAR RAISEDPAVEMENT MARKERS AT A 12-m SPACING ON ALL LANE-LINE(S)THROUGHOUT THE INTERCHANGE AREA BEGINNING 300 m INADVANCE (IN DIRECTION OF TRAFFIC) OF THE EXIT RAMPTAPER AND CONTINUING THROUGH THE INTERCHANGE TO THEEND OF THE ENTRANCE RAMP TAPER.3. ALL PAVEMENT MARKINGS SHALL BE PLASTIC.4. PAVEMENT MARKERS SHALL BE HIGH PERFORMANCE REFLECTIVERAISED PAVEMENT MARKERS AS LISTED IN THE MDOT"APPROVED SOURCES OF MATERIALS."12-1-99 REVISE STRIPE WIDTH S.W.R. 1DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONPAVEMENT MARKINGDETAILS FORINTERCHANGEEXIT RAMPSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLAN(PARALLEL AND TAPER)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERPM-4SHEET NUMBER6123RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.25002500100100100250025002500100 100 1001001001001001900 1900 1900 190021002500250025002500GENERAL NOTES:1. UNLESS OTHERWISE SHOWN ON THE PLANS,ALL PAVEMENT MARKING LEGENDS SHALLBE APPLIED USING HIGH PERFORMANCEMATERIALS.2. TWO HORIZONTAL GAPS (CAUSED BYTEMPLATE CONNECTORS) OF 40 mmOR LESS AND EXTENDING THE FULL WIDTHARE PERMITTED IN EACH LETTER.3. FOR OTHER DETAILS, SEE THE MANUALON UNIFORM TRAFFIC CONTROL DEVICES.1001001001001001001001004. PAY QUANTITIES FOR PAVEMENT MARKINGLEGENDS ARE AS FOLLOWS:2400210016002600PAY QUANTITIESLEGENDSTOPRIGHTLEFTTURNLANEAHEADYIELDEXITSIGNAL2.112.401.762.242.172.852.191.652.982AREA (m )SCHOOL3.332500ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.1002900100DATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONPAVEMENT MARKINGLEGEND DETAILSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERPM-5SHEET NUMBER6124RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.400025002500100R=1000XR=7003000X10010010010017501900100100R=1000XR=700TURN ARROW1000XTHRU ARROW10022502300COMBINATION ARROWGENERAL NOTES:1. UNLESS OTHERWISE SHOWN ON THE PLANS, ALLPAVEMENT MARKING LEGENDS, INCLUDING TURN ARROWS,SHALL BE APPLIED USING HIGH PERFORMANCE MATERIALS.2. TWO HORIZONTAL GAPS (CAUSED BY TEMPLATECONNECTORS) OF 40 mm OR LESS AND EXTENDINGTHE FULL WIDTH ARE PERMITTED IN EACH LETTER.3. FOR OTHER DETAILS, SEE THE MANUAL ON UNIFORM1002003.0 mTRAFFIC CONTROL DEVICES.4. PAY QUANTITIES FOR PAVEMENT MARKING LEGENDSARE AS FOLLOWS:PAY QUANTITIES200LEGEND/SYMBOLONLY2AREA (m )2.09750TURN ARROWTHRU ARROW1.651.10COMB. ARROW2.551-WAY ARROW 2.19ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.1007505.0 m 2.15 m7.15 m1-WAY ARROWDATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONPAVEMENT MARKINGLEGEND DETAILSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERPM-6SHEET NUMBER6125RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.ZONEPASSINGNO***PRESENT OR PROPOSEDACTIVE WARNING DEVICEMISS.(OPTIONAL)W14-3TYPICAL LOCATION OF STOP LINEWHERE AN ACTIVE WARNING DEVICEIS PRESENT OR PROPOSED.EDGE OF SHOULDEREDGE OF TRAVEL LANE600-mmSEE DETAIL AFOR DIMENSIONS2400STOP LINETRAFFIC(TYP.)400TRAFFIC600-mmTRANSVERSEBANDC LANEL2500** (TYP.)600-mmTRANSVERSE BAND600-mmSTOP LINE4500(TYP.)EDGE OF TRAVEL LANE20006000EDGE OF SHOULDER3000 7500 750015 m* PAVEMENT MARKING SYMBOLDISTANCE "X" (SEE TABLE BELOW)C RAILROADLADVANCE WARNING SIGN PLACEMENT DISTANCEW10-180 160 80POSTEDSPEED(mph)RURAL1 DISTANCE "X"(m)URBANTYPICAL LOCATION OF STOP LINE WHERE NOACTIVE WARNING DEVICE IS PRESENT OR PROPOSED.205535320258035GENERAL NOTES:303510012523550*1. A PORTION OF THE PAVEMENT MARKING SYMBOL SHOULD BE DIRECTLYOPPOSITE THE ADVANCE WARNING SIGN (W10-1).160 R64040455014517019527095115**2. WIDTH OF R X R SYMBOL MAY VARY ACCORDING TO LANE WIDTH.HOWEVER, ON MULTI-LANE ROADS, THE TRANSVERSE BANDS AND STOP LINESHOULD EXTEND ACROSS ALL APPROACH LANES, AND INDIVIDUALR X R SYMBOLS SHOULD BE USED IN EACH APPROACH LANE.5521514023. R X R SYMBOL (5.50 m ), TRANSVERSE BANDS AND STOP LINE SHALL BE320400 R200060240170NOTES:1 DISTANCE "X" MAY BE ADJUSTED IF PROHIBITIVE PHYSICALCONDITIONS EXIST AT THE DESIGNATED DISTANCE.***PAID FOR AS LEGEND, WHITE (PLASTIC). (MATERIAL OPTIONAL FOR OTHERAGENCIES).4. REFER TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"FOR LOCATION OF PROPOSED WARNING DEVICES AT RAILROAD-HIGHWAY GRADE CROSSINGS.2 THESE DISTANCES MAY BE ADJUSTED TO A MINIMUM OF 35 m INRESIDENTIAL AREAS OR BUSINESS DISTRICTS WHERE LOW SPEEDSARE PREVALENT.720ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.80808080320DETAIL ASTANDARD "R" PAVEMENT MARKINGFOR R X R SYMBOLDATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONTYPICAL PLACEMENT OFWARNING SIGNS ANDPAVEMENT MARKINGSAT RAILROAD HIGHWAYGRADE CROSSINGSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERPM-7SHEET NUMBER6126RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.DOUBLE TWO-WAY YELLOWREFLECTIVE RAISED MARKERS@ 6 m ON CENTER300-mmCONTINUOUS YELLOW150-mm CONT. YELLOW*NOTE : SEE PM-6 FORDETAILS OF THRU ARROW.30VARIABLEWIDTH600600 600SEE DETAIL D*450-mm YELLOW 45DIAGONAL DETAIL @ 6 m ON CENTER50150-mm SKIP WHITERED/CLEAR REFLECTIVERAISED MARKERSDETAIL FDETAIL A* NOTE: VARIABLE (600 mm MAXIMUM)300-mmDETAILYELLOWSEE SHEET PM-16 m ON CENTERRED-CLEAR REFLECTIVE RAISED MARKERS5050DETAIL DSEE DETAIL A30 mLEGENDLEGENDNOT A STRIPESEE SHEET PM-1150-mm DETAIL WHITE(600-mm STRIPE 3600-mm GAP)DETAIL FDETAIL F150-mm DETAIL WHITESEE DETAIL C(600-mm STRIPE 3600-mm GAP)SEE DETAIL B150-mm DETAIL WHITE(600-mm STRIPE 3600-mm GAP)PLAN300150DETAILWHITE150-mm DETAIL WHITEDETAIL C300-mmDETAILYELLOW5045DETAIL E50TWO-WAY YELLOWREFLECTIVE RAISEDMARKERS @ 6 m ON CENTER450-mm YELLOW 45 DIAGONAL DETAIL@ 6 m ON CENTERSEE DETAIL ETWO-WAY YELLOW REFLECTIVE RAISEDMARKERS @ 300-mm 0N CENTER ON 45 DIAGONALDETAIL BNOT A STRIPE300-mm DETAIL YELLOW12-1-99 REVISE STRIPE WIDTH S.W.R. 1DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONROADWAY DESIGN DIVISIONSTANDARD PLAN4-LANE TO 2-LANETRANSITION ATINTERCHANGEISSUE DATE:OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERPM-8SHEET NUMBER6127RDEPAR TMENTO FT RANSPOTATI O N

TERRACE (OR BERM) TO INTERCEPT INDIVIDUAL SPRIG (RHIZOME ORSTATE PROJECT NO.WATER FROM HILLSIDE.SOLID SOD, SPRIGGING OR SEEDINGAND MULCH AS INDICATED ELSEWHERE ON PLANS.BACKSLOPES AS FLATROOTSAS POSSIBLESTOLON) OF BERMUDA GRASSMISS.(COMMON) WITH LIVE ROOT SYSTEM.300(MAX.)300(MAX.)SPRIGSAPPROXIMATELY100 mm APART.TERRACESPRIGS (RHIZOMES & STOLONS)PLANTED IN FURROWSSPRIGS (RHIZOMES & STOLONS)PLANTED BY BROADCASTINGPAY AREA FOR SPRIGGING AND GROUND PREPARATION PER SQUARE METER150OR ANY PART THEREOF DESIGNATED ELSEWHERE ON PLANS OR BY THE ENGINEER.LAST LINEOF SPRIGSFIRST LINEOF SPRIGS150PAVEMENTFLARE ENDS OF CONTOUR DITCHTO SPREAD WATER OVER NATURAL GROUND.SELECTED TREES IN GRADEDAREA ARE TO BE PROTECTEDBY TREE WELLS OR RETAINING WALLS.SPRIGGED, SEEDING & MULCHING, ETC.SIDE DITCH TO FOLLOW NATURALCONTOUR. END FLARED TOSPREAD OVER NORMAL HILLSIDE.SPRIGGINGGRANULAR MATERIAL(CLASS 1-6)NOT TO BE SPRIGGED.AS INDICATED ELSEWHERE ON PLANS.PAY AREA FOR GROUND PREPARATIONSELECTED TREES THAT DO NOTOBSTRUCT SIGHT DISTANCEAND SEEDING AND MULCHING AS DESIGNATEDELSEWHERE ON THE PLANS OR BY THE ENGINEER.ARE TO BE SAVED.TERRACE AS INDICATED ON PLANSOR AS DIRECTED BY THE ENGINEER.PAVEMENTTYPE OF DITCH TREATMENTAS INDICATED ON PLANS ORAS DIRECTED BY THE ENGINEER.CUT SLOPEGRANULAR MATERIAL(CLASS 1-6) NOT TO BESEEDED AND MULCHED.ROADWAY PERSPECTIVEINDICATING APPROVED EROSION CONTROL FEATURESFILL SLOPENOTE: THE DETAILS SHOWN ON THIS SHEET ARE APPLICABLEAS SPECIFIED ELSEWHERE ON THE PLANS OR IN OTHERCONTRACT DOCUMENTS.SEEDING AND MULCHINGPAY AREA FOR SPOT SODDING AND GROUND PREPARATION SQUARE METEROR ANY PART THEREOF DESIGNATED ELSEWHERE ON PLANS OR BY THE ENGINEER.GENERAL NOTE:PAY AREA FOR SOLID SODDINGAND GROUND PREPARATION1. LONGITUDINAL AND TRANSVERSE MEASUREMENTS FOR150OR ANY PART THEREOF DESIGNATEDON PLANS OR BY THE ENGINEER.PAVEMENTTHE PAY AREA SHALL BE TAKEN ALONG THE SLOPES.SOIL SURFACESOIL STERILANTMATERIAL REQUIRED300300ARRANGEMENTOF SOD TURFSSPOT SODDING25100100150BERMUDA GRASS (COMMON)TURF EQUIVALENT IN VOLUMETO 100 X 100 X 25.50200200SOLID SODDING200 X 200 X 50 MINIMUMBLOCK OF BERMUDA (COMMON)OR OTHER APPROVED GRASSAND SOIL FIRMLY UNITED.UNTREATED SOILSOIL STERILIZATION UNDER PAVED AREAS(ISLANDS, MEDIANS OR SLOPE PAVEMENT)DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANEROSION CONTROLOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBEREC-1SHEET NUMBER6140RDEPAR TMENTO FT RANSPOTATI O N

VARIABLEVAR. VARIABLESTATEPROJECT NO.MISS.LOWEST MAINBRANCHESCONTAINER GROWNSOIL, SAWDUST OR OTHERAPPROVED MATERIALS+100-VAR.250-45010-mm HOSE50-mm X 50-mmB & BVAR.VAR.STAKETREE TRUNKWRAPPEDBARE ROOT600(MULCH)B & B AND CONTAINER GROWN PLANTSTRENCHBARE ROOT PLANTS100(MIN.)450NOTE: METHOD OF "HEELING IN" BEFORE PLANTING CONSISTS OF PLACING THE PLANTS INA TRENCH AND COVERING THE ROOTS WITH DIRT. THIS MAY BE DONE ON TRUCK FOREASE OF MOVEMENT. SAW DUST OR OTHER APPROVED MATERIAL MAY BE USED. ROOTS MUSTBE KEPT MOIST AT ALL TIMES.ELEVATIONROOT PROTECTION ("HEELING-IN") DURING STORAGESTAKEWIREPERSPECTIVE VIEWSTAPLEVAR.VAR.STAPLEOF MULCH600(MULCH)PLANT SET IN HOLE ATDEPTH IT STOOD INNURSERY.DIG HOLE LARGE12015012010-mm HOSE10-mm HOSE50 X 50-mm STAKETOP SOIL TO BETAMPED FIRMLY.SETTLE BYMOISTENING WITHWATER.TOPSOIL PACKED FIRMLY ABOUT ROOTS.FIBROUS ROOTS PRESERVED, BROKENROOTS CUT OFF.LOOSEN SUBSOIL WHENEXTREMELY HARD.ENOUGH TO RECEIVEPLANT WITHOUTBENDING ROOTS. ALLOW100 mm FROM SPREADROOTS TO EDGE OF HOLE.BREAK UPSUBSOILTREETRUNK120PLANLOWESTPLANDOUBLE VERTICAL STAKING METHODNOTE: ALL TREES SHALL BE STAKED OR GUYED.THE TRUNK OF ALL SMOOTH BARKED TREES SHALLBE WRAPPED. LARGE SHRUBS TO BE STAKEDAND WRAPPED WHEN SPECIFIED ON PLANS.TREE AND SHRUB PLANTING (BARE ROOT)MAINBRANCHESC10-mm HOSETREE TRUNKWRAPPED3.76 OR3.05-mmWIREDISTANCE C-DSHALL NOT BELESS THANTWO-THIRDSOF THE TREEHEIGHTGENERAL NOTES:1. THE TYPE(S), RATE(S) OF APPLICATION AND PLACEMENT OFFERTILIZER AND MULCH SHALL BE IN ACCORDANCE WITHTHE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS.LOOSEN BURLAP AT TOP OF BALL AND ROLL BACKOR CUT OFF TOP ONE-THIRD. IF PLANTS ARE CONTAINERGROWN, REMOVE CONTAINER AND THE OUTSIDE OF THEPERSPECTIVE VIEWOF MULCHROOT MASS SHALL BE SCARIFIED (OR ROUGHED) AND CUT600VERTICALLY IN 5 PLACES AROUND THE BACK.(MULCH)PLANT SET IN HOLE ATDO NOT BREAK BALL OF SOIL FROM ROOTS.DEPTH IT STOOD INNURSERY.TOP SOIL TO BETAMPED FIRMLY.SETTLE BYTOPSOIL PACKED FIRMLY ABOUT ROOTS.MOISTENING WITHFIBROUS ROOTS PRESERVED, BROKENWATER.ROOTS CUT OFF.LOOSEN SUBSOIL WHENEXTREMELY HARD.TREE AND SHRUB PLANTING (B & B OR CONTAINER GROWN)75375600(MULCH)50 X 50-mmSTAKE3 (C-D)4(APPROX.)ELEVATIONGUYING TRIPOD METHODDDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONTYPICAL PLANTING DETAILSFOR TREES & SHRUBSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERPD-1SHEET NUMBER6141RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.TOP STRAND(MIN. 3.43-mmDIAMETER)VARIABLE(3000 MAX. OR AS DIRECTED BY THE ENGINEER)WIRE FENCESTEEL ORWOOD POSTVARIABLESTAY WIRES(MIN. 2.51-mm DIAMETER)GEOTEXTILEWIRE FENCEFABRICGEOTEXTILE FABRICFILLBOTTOMSTRAND(MIN. 3.43-mmDIAMETER)LINE WIRES (MIN.2.51-mm DIAMETER)GROUNDLINEGROUND LINE600900(MIN.)900 mmMIN. WIDTHGEOTEXTILEFABRIC150 MIN.150 650SLOPEGROUNDLINEGEOTEXTILE FABRIC IN 150-mm X 150-mmTRENCH. BACKFILL WITH SOIL AND COMPACT.FRONT ELEVATIONCOMPACTED SOILFRONT ELEVATIONSIDE ELEVATIONVARIABLE1800+-VARIABLE(1500 TO 3000)TEMPORARY SILT FENCENOTES:1. WIRE SHALL BE MINIMUM OF 800 mm IN WIDTH AND SHALL HAVE AMINIMUM OF 6 LINE WIRES WITH 300-mm STAY SPACING.2. GEOTEXTILE FABRIC SHALL BE A MINIMUM OF 900 mm IN WIDTH AND SHALL BE FASTENEDADEQUATELY TO THE WIRE AS DIRECTED BY THE ENGINEER.FILL SLOPEGROUNDLINEVARIABLE(900 TO 1500)GROUNDLINE3. STEEL POST SHALL BE 1500 mm IN HEIGHT AND OF THE SELF-FASTENER ANGLE STEEL TYPE.WOOD POST SHALL BE A MINIMUM OF 1500 mm IN HEIGHT AND 75 mm OR MORE IN DIAMETER.WIRE FENCE SHALL BE FASTENED TO WOODEN POST WITH NOT LESS THAN 3.76-mm DIAMETERWIRE STAPLES 25 mm LONG.4. GEOTEXTILE FABRIC MEETING THE TYPE II MATERIAL REQUIREMENTS AND INSTALLEDACCORDING TO SPECIFICATIONS MAY BE USED WITHOUT WIRE FENCE.SIDE ELEVATIONTEMPORARY BRUSH BARRIERNOTES:1. BRUSH BARRIER TO BE USED WHERE NATURAL GROUND IS LEVEL OR SLOPING AWAY FROM PROJECT.2. PLACE BRUSH, LOG AND TREE LAPS APPROXIMATELY PARALLEL TO TOE OF FILL SLOPE WITHFILL SLOPE2-STAKES EACH BALEHIGHWAYSLOPERIP RAP WHERESPECIFIED OR ASDESIGNATED BYTHE ENGINEER.SOME OF THE HEAVIER MATERIALS BEING PLACED ON TOP TO PROPERLY SECURE THEBARRIER AS DETAILED AT LOCATIONS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER.3. TO ALLOW WATER TO FLOW THROUGH BRUSH BARRIER, INTERMINGLE THE BRUSH, LOG AND TREELAPS SO AS NOT TO FORM A SOLID DAM.1800+ --EXISTINGGROUNDEXISTING GROUNDELEVATIONBALES TO BUTT TOGETHERELEVATIONOVERLAP EDGESNOTE: SIMILAR TREATMENTTO BE USED IN DITCHES.GENERAL NOTES:1. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH ALL MATERIALS AND PERFORM ALLWORK FOR THE PROPER INSTALLATION, MAINTENANCE AND REMOVAL OF TEMPORARYEROSION CONTROL MEASURES NECESSARY TO CONTROL SILTATION.1800+FLOWSWALEBALED HAYOR STRAWCULVERT2. TEMPORARY BRUSH BARRIERS SHALL BE USED AS REQUIRED BUT WILL NOT BE MEASUREDFOR SEPARATE PAYMENT.3. THE USE OF TEMPORARY EROSION CONTROL MEASURES OTHER THAN TEMPORARY BRUSHBARRIERS WILL ONLY BE REQUIRED AND MEASURED FOR SEPARATE PAYMENT WHENFLOW2-STAKESEACH BALEPLANTOE OF SLOPEFALL OF DITCH(%)0 - 11 - 2>2DISTANCE(m)30157.5*VARIABLE*PLANTEMPORARY EROSION CHECKS USING HAY OR STRAW BALESNOTE: EMBED ALL BALES 75 mm MINIMUM INTOGROUND AND STAKE (50 X 50 X 900) SECURELY.DROP INLETAPPROPRIATE PAY ITEM(S) IS INCLUDED IN THE BID SCHEDULE OF THE PROPOSAL.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONTYPICAL TEMPORARYEROSION CONTROLMEASURESISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLAN(SILT FENCE, HAY BALES& BRUSH BARRIER)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERTEC-1SHEET NUMBER6142RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.COMPACT BERM WITH WHEELOR TRACK.SLOPE TO DRAINTEMPORARY SLOPE DRAIN INSTALLATION.SHOULDER7500 mm OF SILTFENCE REQUIRED.15 m+ -300+-300+-MEDIAN2700+ -DITCH600+ -BERM MAY BE CONSTRUCTED FROM EXCAVATEDFILL SLOPEROADWAY FILLMATERIAL USING HEEL OF MOTOR GRADER,BULLDOZER BLADE OF OTHER APPROVED EQUIPMENT.7500+ -8 HAY BALES REQUIREDTEMPORARY SILT BASIN (TYPE A)NATURAL GROUNDSHOULDERTEMPORARY MEDIAN SILT BASIN (TYPE A)TEMPORARY SHOULDER BERMDIAGONALSUPPORT POST7500 mm OFSILT FENCEDITCH INVERTTEMPORARY SHOULDERBERMEXTEND DRAIN AS REQUIRED TO900+ -BACKPITCH INTOUPHILL GRADECOINCIDE WITH HEIGHT OF EMBANKMENTBY THE END OF EACH WORK DAY.ELBOW600(MIN.)SECTION B-BLEVEL7500 mm OFTEMPORARY SLOPEBSILT FENCEREQUIRED15 m+ -BCOMPACT SOILAROUND END SECTIONADRAIN2700+ -DITCHFLOWTEMPORARY RIP-RAP, WHERE OUTLETPOSTSELBOWLOCATION IS SUBJECT TO SCOUR.PLANTEMPORARY SHOULDER BERMTEMPORARY SHOULDERBERMSNATURAL GROUNDTEMPORARY SILT BASIN (TYPE A)NOTE: TEMPORARY SILT BASIN (TYPE A) TO BE PLACED IN SURFACE DRAINDITCHES AND SIDE DITCHES AT THE END OF CUT SECTIONS IMMEDIATELYPRECEEDING DITCH INLETS AND JUST BEFORE THE WATER (RUNOFF) LEAVESSHOULDERSECTION A-ATHE RIGHT-OF-WAY OR ENTERS A WATER COURSE. LOCATION AND SIZE(OTHER THAN AS SHOWN) MAY BE REQUIRED AS DIRECTED BY THE ENGINEER.TEMPORARY RIP-RAP. TAPER FROM 2400-mmWIDTH TO 4(PIPE DIAMETER) IN 2400-mm LENGTHOR AS DESIGNATED BY THE ENGINEER.THE RIP-RAP MAY BE END DUMPED.TEMPORARY SLOPEDRAIN (200-mm MIN. DIAMETER)4(PIPE DIAMETER) MIN.GENERAL NOTES:1. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH ALL MATERIALS AND PERFORM ALL WORKFOR THE PROPER INSTALLATION, MAINTENANCE AND REMOVAL OF TEMPORARY EROSION CONTROLMEASURES NECESSARY TO CONTROL SILTATION.TOE OF FILL SLOPE2. THE USE OF TEMPORARY EROSION CONTROL MEASURES SHOWN ON THIS SHEETWILL ONLY BE REQUIRED AND MEASURED FOR SEPARATE PAYMENT WHEN AN APPROPRIATEPAY ITEM IS INCLUDED IN THE BID SCHEDULE OF THE PROPOSAL.132400A2400PLANTEMPORARY SLOPE DRAINNOTE: TEMPORARY SLOPE DRAINS TO BE PLACED AT LOW POINT OF ALL SAGVERTICAL CURVES. INTERMEDIATE LOCATIONS TO BE PLACED AS DESIGNATEDOR DEEMED APPROPRIATE BY THE CONTRACTOR AND APPROVED BY THE ENGINEER.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONTYPICAL TEMPORARYEROSION CONTROLMEASURESISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLAN(SLOPE DRAIN ANDTYPE A SILT BASIN)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERTEC-2SHEET NUMBER6143RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.EARTH DIKE4500 mm MIN. REQUIREDR/W OR EASEMENT75-mm TO 100-mmVEGETATIVE MATERIALFOR MULCH REQUIRED.TRASH RACK150 mm MIN. ORMISS.2(PIPE DIA.)ASILT BASIN IMPOUNDMENT AREAPERMANENTPIPEAOVERFLOWSPILLWAY1:1.5 MAX.SLOPE2(PIPE DIA.)MIN.600(MIN.)300(MIN.)H**DPIPE ANCHORING(SEE DETAIL A)PERMANENT PIPESTREAM BEDFILL SLOPEPIPEDITCHt COUPLINGBAND REQUIRED4500 mm MIN.REQUIRED R/WOR EASEMENTTOE OF FILLPOST MEMBERS (200 mm DIA. MINIMUM)BOTH SIDES OF AND OVER PIPE CONNECTEDWITH M24 X 3 BOLTS, 450 mm LONG,NUT & WASHER. DRILL 300-mm DIA.HOLES 3(PIPE DIA.) OR 2400 mm, WHICHEVERIS LESS, AND GROUT AROUND POSTWITH QUICK SETTING CONCRETE.POST BELOW PIPE = 3(PIPE DIA.)OR 2400 mm WHICHEVER IS LESS& POST ABOVE PIPE = 600 mm.HORIZONTAL POST MEMBER IS INCONTACT WITH RISER.PERFORATED ELBOW AND RISER.13-mm HOLES - 150-mm CENTERSIN ALTERNATE CORRUGATIONS.OVERFLOW SPILLWAY4500 mm MIN. REQUIREDR/W OR EASEMENTPLANCOUPLINGBAND WITHRODSDIKE SLOPE600(MIN.)FLOWPOST BELOW PIPE ISDIA.200BTRASH RACK(SEE DETAIL B)PERFORATEDRISER & ELBOWM24 X 3 BOLT,450 mm LONG,WITH NUT &WASHER300(MIN.)DIA.600(MIN.)300(MIN.)GROUT AROUNDPOST. NO VOIDS.SECTION A-A#13 BAR LAYOUT SHOWN ISSUGGESTED. HOWEVER, OTHERLAYOUTS MAY BE USEDPROVIDED OPENINGS AREAPPROXIMATELY 0.04 m .22TOP MAY HAVE75-mm DIA. OPENING.SLOPE 1:2OR STEEPER13(PIPE DIA.) OR 2400 mmWHICHEVER IS LESS.PUDDLE/VIBRATEGROUT AROUNDPOST TO FILL ALL VOIDS.SECTION B-BPERFORATEDRISERSPOT WELDEDTO RISERB300-mm DIA.DRILL HOLEDETAIL APIPE ANCHORAGENOTE: POST MEMBERS MAY BE GREEN TIMBERAND MAY BE CUT OFF AT NATURAL GROUNDREMOVAL. POST MUST BE 200 mm MINIMUMCLEAN DIAMETER.DETAIL BTRASH RACK INSTALLATION150-mm(MIN.)GENERAL NOTES:5. IN SELECTING BASIN SIZE, CONSIDERATION MUST BE GIVEN TO THE AREA1. PROVIDE OVERFLOW SPILLWAY IN NATURAL GROUND AT A MINIMUM OF 300 mm BELOW TOP OFDISCHARGING INTO THE BASIN OTHER THAN THAT WHICH COMES THROUGHDIKE. CROSS-SECTIONAL AREA OF SPILLWAY IS EQUAL TO 1.5 TIMES THE AREA OF THE OUTLET PIPETHE PIPE UNDER THE ROADWAY. THIS WILL AT TIMES NECESSITATE AMINIMUM. RIPRAP SHALL BE REQUIRED AT THE SPILLWAY. AFTER THE PURPOSE OF THE SILT BASINLARGER BASIN AND OUTLET PIPE SECTION.HAS BEEN SERVED, THE DIKE AND RIPRAP MAY REMAIN IN PLACE AT THE DISCRETION OF THEENGINEER, BUT THE DRAIN PIPE WITH RISER SHALL BE REMOVED AND THE NEWLY DISTURBED AREAREVEGETATED.2. BASIN AND DIKE DIMENSIONS DO NOT REQUIRE CONSTRUCTION TO NEAT LINES.3. THE SILT BASIN MAY BE CONSTRUCTED IN ANY SHAPE WITH THE DIKE EXTENDING ALONG ONE ORMORE SIDES AS LONG AS THE LENGTH MEASURED IN THE DIRECTION OF FLOW IS APPROXIMATELYTWICE THE WIDTH AND THE IMPOUNDMENT AREA AND DEPTH AT LEAST AS LARGE AS INDICATED.6. THE DIKE SHALL BE CONSTRUCTED OF A MATERIAL SUITABLE FOR ROADWAYEMBANKMENT.7. SILT BASIN (TYPE B) REQUIRED AT LOCATION(S) INDICATED ON PLANS.8. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH ALL MATERIALS ANDPERFORM ALL WORK FOR THE PROPER INSTALLATION, MAINTENANCE ANDREMOVAL OF TEMPORARY EROSION CONTROL MEASURES NECESSARY TOCONTROL SILTATION.4. MINIMUM DIMENSIONS FOR SILT BASIN (TYPE B) ARE AS FOLLOWS:9. THE USE OF THE TEMPORARY EROSION CONTROL MEASURE SHOWN ON THISSHEET WILL ONLY BE REQUIRED AND MEASURED FOR SEPARATE PAYMENTMIN. DIMENSIONS OF SILT BASIN (TYPE B)DHAREAPIPE ** *2(mm) (mm) (m )t COUPLING BANDLENGTH COUPLING(mm) RODS/SIDEWHEN AN APPROPRIATE PAY ITEM IS INCLUDED IN THE BID SCHEDULE OFTHE PROPOSAL.10. RIPRAP AND TEMPORARY SILT FENCE, USED IN CONJUNCTION WITH TYPE BSILT BASINS AS SHOWN BY THE DETAILS ON THIS SHEET, WILL NOT BEPLACE TEMPORARY FENCE BEFORECONSTRUCTION OF SILT BASIN.RIPRAP SPILLWAYINITIAL LINEOF SILT FENCETEMPORARY SILT BASIN (TYPE B)FINISHED LINEOF SILT FENCE37545060075090010501200120015001500180018002100240030030030045045060060029511021722603905753003003006006006006002 & 22 & 22 & 23 & 33 & 33 & 33 & 3NOTES:* 1. IMPOUNDMENT SURFACE AREAS ARE MEASURED AT ELEVATION OF TOP OFELBOW RISER.**2. RISER REQUIRED WHERE MINIMUM "D" DIMENSION IS EXCEEDED. LENGTHOF RISER IS EQUAL TO THE AMOUNT THAT MINIMUM "D" DIMENSION IS EXCEEDED.t 3. COUPLING RODS TO BE 12 mm DIAMETER MINIMUM WITH LUGS.MEASURED FOR SEPARATE PAYMENT. THEIR COST SHALL BE INCLUDED INTHE PRICE BID FOR TYPE B SILT BASIN.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONTYPICAL TEMPORARYEROSION CONTROLMEASURESISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLAN(TYPE B SILT BASIN)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERTEC-3SHEET NUMBER6144RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.VAR. SLOPESOLID SOD OR DITCH*LINER AS SPECIFIEDELSEWHERE ON PLANS.VAR. SLOPE60060010050VARIABLE SLOPE100 TO 150INSETINITIAL DITCHLINEDW"V" TYPE SECTIONINITIAL DITCH100 TO 150LINEINSETD600VAR. SLOPESOLID SOD OR DITCH*LINER AS SPECIFIEDELSEWHERE ON PLANS.150 X 150 - W1.4 X W1.4 OR150 X 150 - D1.4 X D1.4 WIREFABRIC (NOT A PAY ITEM).50600VAR. SLOPE*SOLID SOD OR DITCHLINER AS SPECIFIEDELSEWHERE ON PLANS.DITCH LINERROW OF STAPLESON 150-mm CENTERS(UPGRADE END)150300BACKFILL & TAMPROW OF STAPLESON 150-mm CENTERS150ANCHOR TRENCH DETAILNOTE: ANCHOR TRENCH REQUIRED AT THE BEGINNINGAND ENDING OF EACH AREA TO BE COVERED, EXCEPTDOWNSTREAM END ADJOINING A STRUCTURE.CHECK SLOT REQUIRED AT 15-mINTERVALS. STAPLE ON 300-mmCENTERS.900(MAX.)STAPLES(DITCH) FLOW (BOTTOM)ANCHOR TRENCHREQUIREDANCHOR TO SLOPEEVERY 7500 mm.PLACE GEOTEXTILEFABRIC UNDERRIP-RAP WHERESPECIFIED.300ANCHOR TO SLOPEEVERY 7500 mm.PLACE GEOTEXTILEFABRIC UNDERRIP-RAP WHERESPECIFIED.3003003003001:X1:XDH DHWFLAT BOTTOM SECTION1:X1:XMISS.300300 300300300300300*SOLID SOD OR DITCHLINER AS SPECIFIEDELSEWHERE ON PLANS.NOTES:450100150375 375750F.B.FLAT BOTTOM SECTIONDETAIL OF CONSTRUCTION JOINT(MIN.)DETAIL OF TOE WALLNOTE: TOE WALL REQUIREDUPSTREAM AND DOWNSTREAM.CONCRETE PAVED DITCH100150 X 150 - W1.4 X W1.4 OR150 X 150 - D1.4 X D1.4 WIREFABRIC (NOT A PAY ITEM).150 X 150 - W1.4 X W1.4 OR150 X 150 - D1.4 X D1.4 WIREFABRIC (NOT A PAY ITEM).1. CONCRETE PAVED DITCHES SHALL BE GROOVED AT 6-m INTERVALS.THE GROOVES SHALL BE CUT TO A DEPTH OF NOT LESS THAN 25 mm.2. DIMENSIONS D & W ARE AS FOLLOWS:D(MINIMUM) = 150D(NOMINAL) = 225W(MINIMUM) = 600100150 X 150 - W1.4 X W1.4 OR150 X 150 - D1.4 X D1.4 WIREFABRIC (NOT A PAY ITEM).3. CHAIR SUPPORTS FOR THE WIRE MESH WILL NOT BE REQUIRED. HOWEVER,THE CONTRACTOR SHALL PLACE THE WIRE MESH IN A SATISFACTORYAND WORKMANLIKE MANNER TO ENSURE THAT THE FINAL POSITION ISREASONABLY NEAR THE POSITION INDICATED.#16 ROUND DEFORMED BARS, 750 mm LONG, REQUIREDSPACED @ 400 mm O.C. (NOT A PAY ITEM).* 4. CENTER ROW OF STAPLES MAY BE OMITTED ON DITCH LINER.VAR. BACK SLOPEVAR. BACK SLOPE300 mm MIN. TRANSVERSE LAP-STAPLEEACH END ON 300-mm CENTERS.NOTE: DITCHES TREATED WITH DITCH LINERWILL BE VEGETATED PRIOR TO TREATMENT,UNLESS OTHERWISE INDICATED.EQUAL DEPTH ON BOTH SIDES150300SECTIONPLAN1200(MIN. ALONG SLOPES)EQUAL DEPTH ON BOTH SIDESSTAPLESTAPLESTAPLESECTIONDITCH LINER TREATMENT(EXCELSIOR BLANKET, JUTE MESH OR EROSION CONTROL FABRIC)BACKFILL & TAMP150SLOT DETAILBITUMINOUS TREATED ROVINGNOTE: UPGRADE AND DOWNGRADE ENDS OF THE BITUMINOUSTREATED ROVING SHALL BE BURIED IN A 150-mmMINIMUM VERTICAL SLOT AND THE SOIL TAMPED FIRMLYAGAINST IT.VAR. FORESLOPEVAR. FORESLOPE75(TYP.)VAR. BACK SLOPEFLOW600 MAX.SPACINGNOTES:GENERAL NOTE:DENOTED BY THE FOLLOWING LEGEND OR AS DIRECTED BY THE ENGINEER:DITCH LINERBITUMINOUS TREATED ROVINGSOLID SODCONCRETE PAVED DITCHRIP-RAP"V" TYPE SECTIONRIP-RAP TREATMENT1. DIMENSIONS D, W AND X ARE VARIABLE AND ARE SHOWNELSEWHERE ON THE PLANS.2. THE RIP-RAP SIZE AND MINIMUM DEPTH "H" FOR RIP-RAPTREATMENT ARE AS FOLLOWS.300RIP-RAP SIZE &MINIMUM DEPTH "H"H(mm)300450RIP-RAP SIZE(kg)45136EQUAL DEPTH ON BOTH SIDESSOLID SOD TREATMENTSTAPLES (TYP.)450 MAX.SPACING75 (TYP.)DETAILS OF TYPICALDITCH TREATMENTSVAR. FORESLOPENOTE: SOLID SOD (STRIPS OR BLOCKS)ARE TO BE STAPLED, PINNED, PEGGEDOR STAKED AT THE FOUR CORNERS ORAT THE MAXIMUM SPECIFIED SPACING.1. FOR LOCATION OF APPROPRIATE DITCH TREATMENTS, SEE PLAN SHEETS ASDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERDT-1SHEET NUMBER6145RDEPAR TMENTO FT RANSPOTATI O N

325100150STATEPROJECT NO.R.O.W.150150MISS.BRACE POST100100100150150BRACE36003600 3600 3600ALTERNATE LINE POSTSALTERNATE CORNER & BRACE POSTSR.O.W.BRACE POSTFENCE WIRELINE POST1503600CORNER POSTSECTIONS OF TIMBER POSTSALTERNATE TYPES OF STAPLESNOTE: MIN. LENGTH - 40 mm.PLAN SHOWING PLACEMENT OF FENCE ALONG RIGHT OF WAY1003600 C.C.3600 O.C.*2.51-mm GALVANIZED BARBED WIRE150BARBS 2.03 mm ROUND 4 PT. (125 mm O.C.)1503600 TO CLBRACE POST1502100, 2700 OR 3000AS SHOWN ON PLANS1450STAPLE REQ’D. ON EACH LINE WIRE100x x x x x x x x x x x x x x x x x x x x x200STAPLESx x x x x x x x x x x x x x x x x x x x x200x x x x x x x x x x x x x x x x x x x x x150140125 12511510090 90807575x x x x x x x x x x x x x x x x x x x x xt*2400, 3000 OR 3600AS SHOWN ON PLANS200200150140115100807575xxxxx(3 STRANDS)x x x x x x x x x100 X 150-mm BRACEx x x x x x x x xx x x x x x x x xDOWEL (10 mm DIA. 100 mm LONG)STAPLES150 150 150x x x x x x x x xDOWEL (10 mm DIA.100 mm LONG)3.76-mm TENSIONWIRE BRACESTAPLES*t100 X 150-mm BRACE150DOWEL (10 mm DIA.100 mm LONG)3.76-mm TENSIONWIRE BRACESTAPLES2400, 3000 OR 3600AS SHOWN ON PLANS65012501550LINE POST95015502150BRACE POSTt 2.51-mm GALVANIZED BARBED WIREBARBS 2.03 mm ROUND 4 PT. (125 mm O.C.)(1 STRAND)BRACE POSTPOSTANCHOR95015502150CORNERPOSTDETAILS OF LINE FENCE AND LINE POSTSDETAIL OF BRACE BAYDETAIL OF CORNER BRACEGENERAL NOTES:1. LINE POST & BRACE POST DIMENSIONS ARE NOMINAL.SEE DETAIL "A"x x x xx x x xxxxxxxAPPROVEDSPLICINGDEVICESPOST1002. AT EACH END, CORNER OR GATE POST, EACH STRANDOF LINE WIRE SHALL BE WRAPPED AROUND THEPOST AND SECURELY FASTENED BY WINDING THEEND AROUND THE WIRE NEAR THE POST.3. BRACE BAYS TO BE SPACED 150 m APART ON TANGENTS AND 75 mx x x x x xHOLE FORAPART ON CURVES OR AS DIRECTED BY THE ENGINEER.x x x xWRAPAROUNDPOSTUNDERTENSION5 LOOPS(MINIMUM)x x xx x xPLAN45010 mm DIA.100 mm LONGDOWEL PIN(DOWEL NOTA PAY ITEM)150204. TENSION WIRES TO BE DOUBLED AND LOOPED,TIGHTENED TO DESIRED TENSION.5. TENSION WIRES ARE NOT A PAY ITEM. COST TO BE ABSORBEDIN UNIT PRICES OF OTHER ITEMS. FENCE WIRE AND TENSION WIRETO BE STAPLED AT POINTS SHOWN.6. WOVEN WIRE TO BE DESIGN NUMBER 832-6-11 (ASTM A 116).xx x xBIRDS-EYE VIEWSPLICING DETAILS AT POSTSDETAIL "A"x x x x x xSPLICING DETAILS BETWEEN POSTSNOTE: APPROVED SPLICING DEVICES FOR BARBED WIREMAY IN ADDITION, BE PERMITTED AT OTHER LOCATIONS.450SECTIONPOST ANCHOR DETAILSNOTE: TO BE USED AT BRACE ANDCORNER POSTS AND ELSEWHERE OR ASDIRECTED BY THE ENGINEER.145DETAILS OF BRACE JOINTDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONFENCE: WOVEN WIRETIMBER POSTSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERWW-1SHEET NUMBER6160RDEPAR TMENTO FT RANSPOTATI O N

100325100150STATEPROJECT NO.#10 DEFORMEDBARS25CONCRETER.O.W.150BRACE POSTTIE WIRE-MISS.252.69-mmGALVANIZED WIRE12-mm CHAMFER12-mm CHAMFERCROSS SECTIONOF POSTS36003 LOOPS(MINIMUM)POST3 LOOPS(MINIMUM)C LDOUBLE 5-mm X 60NOTCHC LSINGLE 12-mm X 45NOTCHNOTE: LINE POSTS TO BE 100-mm SQUARE;BRACE AND CORNER POSTS TO BE 150-mm SQUARE.LINE POSTS REINFORCED WITH 4- #10 DEFORMEDBARS 2000, 2600 OR 2900 mm LONG.3600 3600 3600R.O.W.150BRACEBRACE POSTFENCE WIREMETHOD OF TYING FENCEWIRE TO POSTSDETAIL OFTIE NOTCHDETAIL OF TENSIONWIRE NOTCHBRACE & CORNER POSTS REINFORCED WITH#10 DEFORMED BARS 2300, 2900 OR 3500 mmLONG. ALL POSTS TO BE CHAMFERED 12 mm.FENCE WIRELINE POST3600CORNER POSTNOTE: TIE WIRE IS NOT A PAY ITEM.COST TO BE ABSORBED IN UNIT PRICES(ALL POSTS)(BRACE POSTS AND CORNER POSTS ONLY)PLAN SHOWING PLACEMENT OF FENCE ALONG RIGHT OF WAYOF OTHER ITEMS. FENCE WIRE TO BETIED AT ALL TIE NOTCHES.TENSION3600 O.C.TENSION3600 C.C.WIRE NOTCH150 BARBS 2.03 mm ROUND 4 PT.150*2.51-mm GALVANIZED BARBED WIREWIRE NOTCH3600 TO C LBRACE POST100 100200 200200 200x x x x x x xx x x x x x xx x x x x x x xx x x x x x x xx x x x x xx x x x x x*4.64-mm GALV.METAL STRAP40 mm WIDE200xxxxx x x x x x x x xx x x x x x x x x(125 mm O.C.) (3 STRANDS)100 X 150-mm BRACE200 2004.64-mm GALV.METAL STRAP40 mm WIDE*150100 X 150-mmBRACE4.64-mm GALV.METAL STRAP40 mm WIDE2100, 2700 OR 3000AS SHOWN ON PLANS1450x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x2400, 3000 OR 3600AS SHOWN ON PLANS290150 150TIEM10 CARRIAGEM10 CARRIAGENOTCHBOLT (GALV.)BOLT (GALV.)140140240125150 150 150TIE125115NOTCH1151003.76-mm TENSION100270 90WIRE BRACE90808075 7575xx x x x x x x x x x x x x x x x x x x x115x x x x x x x x x x x75 7575tt3.76-mm TENSIONWIRE BRACEM10 CARRIAGEBOLT (GALV.)TIENOTCH2400, 3000 OR 3600AS SHOWN ON PLANS65012501550LINE POST95015502150t2.51-mm GALVANIZED BARBED WIREBARBS 2.03 mm ROUND 4 PT. (125 mm O.C.)(1 STRAND)POSTANCHOR95015502150CORNERPOSTBRACE POSTDETAILS OF LINE FENCE AND LINE POSTSBRACE POSTDETAIL OF BRACE BAYDETAIL OF CORNER BRACEGENERAL NOTES:150 1501. THE NOTCHES ON CORNER POSTS TO BE ON ALL FOUR SIDES.2. BRACE BAYS TO BE SPACED 150 m APART ON TANGENTS AND75 m APART ON CURVES OR AS DIRECTED BY THE ENGINEER.4.64-mm GALV.METAL STRAP40 mm WIDEPOST65100M10 CARRIAGEBOLT (GALV.)BRACE95105155221454504503. TENSION WIRES TO BE DOUBLED AND LOOPED, TIGHTENED TODESIRED TENSION. TIE NOTCHES ON BRACE POSTS TO BEON FRONT AND BACK. TENSION WIRE NOTCHES TO BE ON ONE SIDE.TENSION WIRES ARE NOT A PAY ITEM. COST TO BE ABSORBEDIN UNIT PRICES OF OTHER ITEMS.4. WOVEN WIRE TO BE DESIGN NUMBER 832-6-11 (ASTM A 116).5. BRACE TIMBER DIMENSIONS ARE NOMINAL.DETAIL OF FASTENERBRACE & END POSTDETAIL OF BRACE JOINT450POST450CONCRETE450POST450ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.BRACEM10 CARRIAGEBOLT (GALV.)BRACE65100DETAIL OF FASTENERBRACE TO BRACE AT CORNER654.64-mm GALV.METAL STRAP40 mm WIDEPOST100 1004.64-mm GALV.65 65 METAL STRAPBRACE40 mm WIDEBRACEM10 CARRIAGEBOLT (GALV.)DETAIL OF FASTENERBRACE TO BRACE ON LINEPOSTSECTIONALTERNATE I450POSTSECTIONPLANDETAIL OF POST ANCHORNOTE: TO BE USED AT BRACE ANDCORNER POSTS AND ELSEWHERE OR ASDIRECTED BY THE ENGINEER.ALTERNATE IIPLANDATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONFENCE: WOVEN WIRECONCRETE POSTSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERWW-2SHEET NUMBER6161RDEPAR TMENTO FT RANSPOTATI O N

150(MIN.)3.76-mm TIE WIRES+ 600-mm O.C.-BARBSDN32 GALV. STEELPIPE3.76-mm TIE WIRES + 600 mm O.C.-BARBSDN32 GALV. STEEL PIPESTATEMISS.PROJECT NO.50-mm MESH FABRICFENCE HEIGHTAS SHOWN ON PLANS50-mm MESH FABRIC(3.76-mm WIRES)4.88 OR 3.76-mm TIE WIRES(SEE TABLE FOR SPACING)4.88 OR 3.76-mmTIE WIRE SPACINGTOTAL TEST TIE WIRELOAD (N) SPACING (C-C)23013002111-2300 2751911-2110 2501721-1910 2251531-1720 2001331-15301751150-1330150FENCE HEIGHTAS SHOWN ON PLANS(3.76-mm WIRES)DN32 GALV. STEELPIPE BRACE10-mm TRUSS RODTENSION BARSFENCE HEIGHTAS SHOWN ON PLANSLINE POST150(MIN.)300050(MIN.)SEESCHEDULE504.50-mm TENSION WIREMESH TO BE ATTACHED @600-mm INTERVAL WITHHOG RINGSBARBSGALV. STEEL LINE POST(SEE SCHEDULE FOR SIZE)CONCRETE ANCHOR(NOT A PAY ITEM)150(MAX.)3000(MAX.)GALV. STEEL LINE POST(SEE SCHEDULE FOR SIZE)CONCRETE ANCHOR(NOT A PAY ITEM)5050(MIN.)SEESCHEDULE50BARBSGALV. STEEL LINE POST(SEE SCHEDULE FOR SIZE)CONCRETE ANCHOR(NOT A PAY ITEM)4.88 OR 3.76-mmTIE WIRES (SEE TABLEFOR SPACING)150(MAX.)3000(MAX.)CORNER BAYWITH TURNBUCKLE4.50-mm TENSION WIREMESH TO BE ATTACHED @600-mm INTERVAL WITH HOG RINGSTENSION BANDS@ 300 mm(MAX. O.C.)GALV. STEEL CORNER POST(SEE SCHEDULE FOR SIZE)CONCRETE ANCHOR(NOT A PAY ITEM)50SEESCHEDULECHAIN LINKFABRICTOP RAIL R.O.W.3000LINE BAYCHAIN LINK FABRICLINE POST TOP RAIL LINE POSTR.O.W.WRAP 3.76-mm WIRE31.751.5 LOOPS UNDER TENSIONAROUND POST AT BOTTOM30003000300041.27POST4.50-mmTENSIONPLAN SHOWING PLACEMENT OF FENCE ALONG R.O.W.CORNERPOSTWIREFENCE HEIGHTAS SHOWN ON PLANS50(MIN.)SEESCHEDULE502.01 kg/mCONCRETE ANCHOR(NOT A PAY ITEM)BRACE RAIL LINE POST CORNER OR BRACE"H" BEAM LINE POSTALTERNATE TYPES OF BRACE RAIL, OR LINE, CORNER OR BRACE POSTNOTE: SIZE AS SHOWN ON SCHEDULE.3.76-mm TIE WIRESDN32 GALV. STEEL PIPE BRACEBARBS+ 600-mm O.C.-50-mm MESH FABRIC(3.76-mm WIRES)DN32 GALV.STEEL PIPE BRACE10-mm TRUSSROD WITHTENSION BANDS@ 300-mm(MAX.) O.C.BARBS150(MAX.)TURNBUCKLE TENSION BANDS@ 300-mm4.50-mm TENSION WIREMESH TO BE ATTACHED @GALV. STEEL BRACE POST600-mm INTERVAL WITH HOG RINGS (SEE SCHEDULE FOR SIZE)GALV. STEEL BRACE POSTCONCRETE ANCHOR(SEE SCHEDULE FOR SIZE)(NOT A PAY ITEM)3000(MAX.)INTERMEDIATE BRACE BAY(MAX.) O.C.50SEESCHEDULE3 LOOPSPOST ANCHOR(MINIMUM)TENSION WIRETIE DETAILS150 MIN.HIGHWAYR.O.W.CHAIN LINKFABRIC HEIGHT300+-POST SCHEDULESMINIMUM POST SIZEMIN. ANCHOR SIZEFENCEHEIGHTPOST TYPESROUNDDN (I.D.)"H" BEAMSIZE"C" BEAMSIZEHOLEDIA.HOLEDEPTHPOSTDEPTHLESSTHAN 1.8 mLINE40LESSTHAN 1.8 m1.8 mTHRU 3.6 m1.8 mTHRU 3.6 mEND, CORNER & BRACELINEEND, CORNER & BRACE505065PRESSED STEEL TOPPINNED TO POSTxx xxx xxx xx x xxx xxxEND ELEVATIONEND & CORNERLINE POST TOPPOST TOP(VERTICAL ARMS WHEN DESIRED)NOTE: ARMS WITH BARBED WIRE TO BE USED WHERE SHOWN ON PLANS.57.15 X 47.62 X175 700 55041.27 41.27-------88.9 X88.9250 800 70057.15 X 57.15 X200 950 85041.27 43.18-------88.9 X88.9300 1100 10002.51-mm GALVANIZEDBARBED WIRE. BARBS2.03-mm ROUND 4 PT.(125 mm O.C.)LOCK WIRE FOR BARBWIRE PLACE INSIDEARM.GENERAL NOTES:DATE REVISION BY1. PIPE SIZES SHOWN FOR POSTS, BRACES AND RAILS ARENOMINAL INSIDE DIAMETERS. ALL POSTS, BRACES ANDRAILS SHALL CONFORM TO THE MISSISSIPPI DEPARTMENTOF TRANSPORTATION SPECIFICATIONS.2. 10-mm TRUSS RODS ARE NOT REQUIRED WHEN CONNECTINGLESS THAN FOUR (4) PANEL LENGTHS TO STRUCTURES.3. THE FENCE SHALL BE GROUNDED IN ACCORDANCEWITH THE MISSISSIPPI DEPARTMENT OF TRANSPORTATIONSPECIFICATIONS. COST TO BE ABSORBED IN OTHERPAY ITEMS.4. CLASS I CHAIN LINK FENCE ONLY TO BE USED TOFENCE AREAS OFF THE RIGHT-OF-WAY (e.g., SEWAGETREATMENT SYSTEMS, MAINTENANCE AREAS).ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONFENCE: CHAIN LINKCLASS IISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERCL-1SHEET NUMBER6162RDEPAR TMENTO FT RANSPOTATI O N

150(MIN.)3.76-mm TIE WIRESSTATEPROJECT NO.4.50-mm TENSION WIREBARBSTHREAD WIRE THRUOPENING FOR PIPE4.50-mmTENSION WIRE+ 600 mm O.C.-BARBSMISS.FENCE HEIGHT300AS SHOWN ON PLANS50-mm MESH FABRIC(3.76-mm WIRES)4.88 OR 3.76-mm TIE WIRES(SEE TABLE FOR SPACINGS)4.88 OR 3.76-mmTIE WIRE SPACINGTOTAL TESTLOAD (N)TIE WIRESPACING (C-C)23013002111-2300 2751911-2110 2501721-1910 2251531-1720 2001331-15301751150-1330150FENCE HEIGHTAS SHOWN ON PLANS50-mm MESH FABRIC(3.76-mm WIRES)4.88 OR 3.76-mmTIE WIRES (SEE TABLEDN32 GALV. STEELPIPE BRACE10-mm TRUSS RODWITH TURNBUCKLETENSION BARSFENCE HEIGHTAS SHOWN ON PLANSLINE POST150(MIN.)3000FOR SPACINGS)TENSION BANDS50(MIN.)4.50-mm TENSION WIREMESH TO BE ATTACHED @600-mm INTERVAL WITHHOG RINGS150(MAX.)50(MIN.)4.50-mm TENSION WIREMESH TO BE ATTACHED @600-mm INTERVAL WITHHOG RINGS150(MAX.)@ 300 mm(MAX. O.C.)R.O.W.SEESCHEDULE50BARBSGALV. STEEL LINE POST(SEE SCHEDULE FOR SIZE)CONCRETE ANCHOR(NOT A PAY ITEM)GALV. STEEL LINE POST(SEE SCHEDULE FOR SIZE)CONCRETE ANCHOR(NOT A PAY ITEM)50SEESCHEDULE50BARBSGALV. STEEL LINE POST(SEE SCHEDULE FOR SIZE)CONCRETE ANCHOR(NOT A PAY ITEM)3000GALV. STEEL CORNER POST(SEE SCHEDULE FOR SIZE)CONCRETE ANCHOR(NOT A PAY ITEM)SEESCHEDULE30003000(MAX.)50(MAX.)CORNER BAYCHAIN LINKFABRICLINE BAYCHAIN LINK FABRICLINE POSTLINE POSTR.O.W.WRAP 3.76-mm WIRE1.5 LOOPS UNDER TENSION31.75AROUND POST AT BOTTOMONLY, EXCEPT CORNER30003000300041.27AND INTERMEDIATEBRACE BAYS WHICHWILL BE TIED AT THETOP AND BOTTOM.POST4.50-mmTENSIONWIREPLAN SHOWING PLACEMENT OF FENCE ALONG R.O.W.CORNERPOST2.01 kg/mBRACE RAIL LINE POST CORNER OR BRACE"H" BEAM LINE POSTALTERNATE TYPES OF BRACE RAIL, OR LINE, CORNER OR BRACE POSTNOTE: SIZE AS SHOWN ON SCHEDULE.FENCEHEIGHTPOST TYPESPOST SCHEDULESMINIMUM POST SIZEROUND "H" BEAM "C" BEAMDN (I.D.) SIZE SIZEMIN. ANCHOR SIZEHOLEDIA.HOLEDEPTHPOSTDEPTHGENERAL NOTES:1. PIPE SIZES SHOWN FOR POSTS, BRACES AND RAILS ARENOMINAL INSIDE DIAMETERS. ALL POSTS, BRACES ANDRAILS SHALL CONFORM TO THE MISSISSIPPI DEPARTMENTFENCE HEIGHT4.50-mm TENSION WIREAS SHOWN ON PLANS300DN32 GALV. STEEL PIPE BRACE50-mm MESH FABRIC(3.76-mm WIRES)TENSION BANDS@ 300-mm(MAX.) O.C.3 LOOPS3.76-mm TIE WIRES POST ANCHOR(MINIMUM)BARBS + 600-mm O.C.-TENSION WIRETIE DETAILSTENSION BANDS@ 300-mm(MAX.) O.C.10-mm TRUSS RODSHIGHWAYEACH WITHR.O.W.TURNBUCKLELESSTHAN 1.8 mLESSTHAN 1.8 m1.8 mTHRU 3.6 m1.8 mTHRU 3.6 m150(MIN.)300+-LINEEND, CORNER & BRACELINEEND, CORNER & BRACE4050506557.15 X41.27-------57.15 X41.27-------47.62 X41.27175 70088.9 X88.9250 80057.15 X43.18200 95088.9 X300 110088.92.51-mm GALVANIZEDBARBED WIRE. BARBS2.03-mm ROUND 4 PT.(125 mm O.C.)5507008501000OF TRANSPORTATION SPECIFICATIONS.2. 10-mm TRUSS RODS ARE NOT REQUIRED WHEN CONNECTINGLESS THAN FOUR (4) PANEL LENGTHS TO STRUCTURES.3. THE FENCE SHALL BE GROUNDED IN ACCORDANCEWITH THE MISSISSIPPI DEPARTMENT OF TRANSPORTATIONSPECIFICATIONS. COST TO BE ABSORBED IN OTHERPAY ITEMS.4. MESH TO BE ATTACHED AT 600 mm INTERVALS TOTOP AND BOTTOM TENSION WIRE WITH HOG RINGSOR OTHER APPROVED METHODS.5. WHERE A C-SECTION POST, WITH A "J" SLOT ISPROVIDED AS THE LINE POST, THE "J" SLOTMAY BE USED TO ATTACH THE TENSION WIRETO THE TOP OF THE POST IN LIEU OF A POST TOP.50(MIN.)SEESCHEDULE50CONCRETE ANCHOR(NOT A PAY ITEM)BARBS150(MAX.)4.50-mm TENSION WIREMESH TO BE ATTACHED @GALV. STEEL BRACE POST600-mm INTERVAL WITH HOG RINGS (SEE SCHEDULE FOR SIZE)GALV. STEEL BRACE POSTCONCRETE ANCHOR(SEE SCHEDULE FOR SIZE)(NOT A PAY ITEM)3000(MAX.)INTERMEDIATE BRACE BAY50SEESCHEDULE2047.626 6 6"J" SLOT6C-SECTION"J" SLOT DETAILTENSIONWIRECHAIN LINKFABRIC HEIGHTPRESSED STEEL TOPPINNED TO POSTxx xxx xxx xx x xxx xxxEND ELEVATION END & CORNERLINE POST TOPPOST TOP(VERTICAL ARMS WHEN DESIRED)NOTE: ARMS WITH BARBED WIRE TO BE USED WHERE SHOWN ON PLANS.LOCK WIRE FOR BARBWIRE PLACE INSIDEARM.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONFENCE: CHAIN LINKCLASS IIISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERCL-2SHEET NUMBER6163RDEPAR TMENTO FT RANSPOTATI O N

73.02STATEPROJECT NO.MISS.BRIDGE ABUTMENTABUTMENT CONNECTIONSEE SECTION A-A2400 (MAX.)DN65 GALV. STEELBRACE POSTREQUIREDSHOULDER LINExxC ROADWAYLR.O.W. FENCExxxC CROSS ROADL100-mm LINE POSTS2.51-mm GALVANIZED BARBED WIRE.BARBS 2.03 mm ROUND 4 PT.(125 mm O.C.) (3 STRANDS)150-mm CORNEROR BRACE POSTx x x x x x x xx x x x x x xx x x x x x x xx x x x x x xx x x x x x x xx x x x x x x xx x x x x x x xx x x x x x x xx x x x x x x x150(MAX.)TENSION WIRE BRACEBARBS 2.03 mm ROUND 4 PT(3.76-mm 415 MPa WIRE)(125 mm O.C.) (1 STRAND)x x x x x x x x x x x x x x x xx x x x x x x xx x x x x x x x x x x x x x x xx x x x x x x xx x x x x x x xx x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x xx x x x x x x x x x x xx x x x x x x x2.51-mm GALVANIZED BARBED WIREx x x x x x x x x x x xx x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x xx x x x x x x xx x x xx x x x150(MAX.)PLAN OF BRIDGE CONNECTIONSHOULDER LINEFILLx100 X 150-mm WOOD BRACExELEVATION OF WOVEN WIRE TIMBER POSTSx x xR.O.W. FENCEBRIDGE ABUTMENTABUTMENT CONNECTIONSEE SECTION A-ADN50 GALV. STEEL POSTDN65 GALV. STEELPLAN OF ROADWAY OVERDN40 GALV. STEEL POSTS10(MAX.)BRACE POSTREQUIREDDN32 GALV. STEEL PIPE150(MAX.)C ROADWAYLDN50 GALV. STEEL POST2700150(MAX.)xBREAK IN FENCE AT THIS POSTC CROSS ROADLxxxSLOPE VARIES10-mm DIA. TRUSS RODMAY BE OMITTED IF FENCE CAN BESTRETCHED WITHOUT UNDUEDISTORTION AND IF APPROVED BYTHE ENGINEER. MAXIMUM VERTICALDEFLECTION OF 10 PERMITTEDWITHOUT CUTTING FABRIC.GENERAL NOTES:ELEVATION OF BRIDGE CONNECTIONFILLxxxELEVATION OF CHAIN LINK CLASS I1. THESE INSTALLATION CONDITIONS ARE TYPICAL AND ARE NOT TO BECONSTRUED AS REPRESENTATIVE OF ALL CONDITIONS WHICH WILL BEENCOUNTERED. CONSTRUCTION WILL BE VARIED AS REQUIRED ORDIRECTED TO MEET FIELD CONDITIONS.xM14 TWO-UNIT THREADEDSTD. CINCH ANCHOR2. DN65 GALV. STEEL POST AND INCIDENTAL HARDWARE REQUIREDFOR CONNECTING FENCE TO BRIDGE ABUTMENT TO BE PAID FOR ASONE 1500-mm STEEL BRACE POST.M10 BOLTL102 X 89 X 7.9CONNECTING ANGLEPLAN OF ROADWAY UNDER10 X 75-mm WIDTH BAND75 50FRONT FACEOF ABUTMENTSECTION A-A ABUTMENT CONNECTIONNOTE: ALL MATERIAL FOR ABUTMENT60CONNECTION TO BE GALVANIZED.ABUTMENT CONNECTION TO BENOT LESS THAN 150 mm NORMORE THAN 450 mm FROMFRONT FACE OF ABUTMENTDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONFENCE:TYPICAL INSTALLATIONAT BRIDGESISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERFI-1SHEET NUMBER6164RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.BRACE POST(1050 mm MIN.)TO BE PAID FOR AS WOVENWIRE FENCEDIAGONAL BRACE(SLOPE OF WING)SHOULDER OF ROADDIAGONAL BRACE*BRACE POST(1050 mm MIN.)xx(SLOPE OF WING)x x x x x xBRACE POSTxxxLINEBRACEPOSTWINGWALLxxxxxx xx x xCONCRETExxxxxxxxxBRACExxxxxxxxxxxxANCHORWINGWALLx xPOSTS TOBE NOTCHEDIN FIELDxxxxLINEBRACExTO R.O.W.xxx x x x x xxxxxxxxx x x x x xx x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x xx x x x xxxxxxxxxxxxxx xx xx xxxxxxxxxBRACEPOSTx x x x x xxx*ELEVATIONNOTE: TO BE PAID FOR AS ONE (1)2400 mm LENGTH BRACE POST ANDONE (1) CONCRETE ANCHOR.PLANPERSPECTIVE OF FENCE UP AND OVER DRAINAGE STRUCTURESHOULDER OF ROAD*DN50 GALV. STEEL POST*DN50 GALV. STEEL POST(1050 mm MIN. LENGTH)DN50 GALV. STEEL POST*DN32 GALV. STEELBRACE PIPEWINGWALLTO R.O.W.x xxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x xx xx xx x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x xx xx x x x x x x x x x x x x x x x x x*DN32 GALV.STEELBRACE PIPEDN50 GALV. STEEL POSTSECTIONAL ELEVATION OF FENCE UP AND OVER DRAINAGE STRUCTURE*BRACECONCRETEANCHOR(NOT A PAYITEM)WINGWALLELEVATIONNOTES: 1. TO BE PAID FOR AS ONE 2100 mm LENGTH BRACE POST.2. FOR USE WHEN DRAINAGE STRUCTURE HEIGHT IS 1500 mm ORGREATER AND WHEN IT IS NOT FEASIBLE TO GO UP ANDOVER THE DRAINAGE STRUCTURE AS SHOWN ON THIS SHEET.PLANNOTE: FOR USE WHEN THE ELEVATION OF THE FENCE POST TOP ISLOWER THAN THE ROADWAY SHOULDER AND WHEN THE NEARESTPORTION OF THE FENCE IS OUTSIDE THE CLEAR ZONEDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONFENCE:TYPICAL INSTALLATIONAT DRAINAGESTRUCTURESISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERFI-2SHEET NUMBER6165RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.2.51-mm GALVANIZED BARBED WIRE.BARBS 2.03 mm ROUND 4 PT. (125 mm O.C.)x x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x x x x x x x x x x x xxx x xxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x x x x x x x x x xx x x xx x x x xxx x xx xx x xx x x x x x xx x x x x x xxxx xx x x x x x xxxx xx xx x x x x x xx xxx xxx x x x xx x x xxx xx xxxxx xxxxx x xx x x x x x x x xx x x x x x x xx x x x x x x x xxx x x xx x xxx xxxxxxxx x xxxxx x xxx225225225xx x x x x x x x xx x x x x x x x xx x x x x x x x3600 VARIABLE150 (MAX.)VARIABLE36003600 (MAX.)3600 (MAX.)VARIABLE3600 (MAX.)VARIABLE3600 (MAX.)VARIABLE3600 (MAX.)CROSSING TYPE I3600 3600 3600 3600EXTRA LENGTH DN65 GALVANIZED STEEL POSTSTREATEDTIMBER BRACEWOVEN WIREx x x x x x xx x x x x xx x x x x x x x x x x x x x xx x x x x xx x x x x x xx x x x x xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x xx x x x xx x x x x xx x x x x x x xx x x x x x x xx x x x xx x xxx xxxxxxxxxx x xx xx x x xxx x x x xx x x xx xxx x xxxx x xxxxx xx xxxxx xx x x xxxxxx xx xxxxx xxxx xx x xx xx xxxxxxxx xxx xxxxxxx xxxx x x x x x x x2.51-mm GALVANIZEDBARBED WIRE. BARBS2.03 mm ROUND 4 PT.(125 mm O.C.)1200(MIN.)1200(MIN.)22522522522575 (MAX.)1200(MIN.)3600TREATEDTIMBER BRACEBRACE POSTSPLANLINE POSTSVARIABLEVARIABLEVARIABLEVARIABLE3600 (MAX.)3600 (MAX.)3600 (MAX.)3600 (MAX.)xxxxVARIABLE3600 (MAX.)x x x x x xx x x x x xx x x x x xx x x x x x x xx x xx x x xx xxxx x x xxxx xxx xx xx x xx x x xxxxxxxxxxxxxxxxxxCROSSING TYPE IIVARIABLEVARIABLE3600 (MAX.)3600 (MAX.)x x x x x x x x x x x xx x x x x x x x x x x xx x x x x x x x x x x xx x x x x xx x x x x xx x x x x xx x x x x xx xxx xx x x xx xxxx x x x x x x x x x x x x xx x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxx x xx xx x x x x x x x xx xxxxx xxxxxxxxxx xx xxxxxx xxxxxxxxxxxxxx xxx xxxxxxxxx xxxxxxxxx xx x xxx xxxxxxxxxx xxxx x x xx x x x x xx x x xxxx xxxxx xxxxxx x x xx x x xx x x x xx xx x xx xx x x xxx x xxxxxx x x xxxxx x x xxxxxxxxx xxxx xxx x x x x xxxx xx xxxx x xx x xx x x x x x xx x x x x xx xx xxxxx xxxxx x x x x x x x x x x x x xx1200(MIN.)1200(MIN.)2.51-mm GALVANIZEDBARBED WIRE. BARBSPERSPECTIVExxxx2.03 mm ROUND 4 PT.150CONC. ANCHORS(NOT A PAY ITEM)150(125 mm O.C.)EXTRA LENGTHDN50 GALVANIZEDSTEEL POSTSCROSSING TYPE IIIGENERAL NOTES:1. THE FENCE SHALL BE TURNED IN AT THE POINT OF "NO ACCESS" AS SHOWN IFTHE R.O.W. IS MORE THAN 3.6 m OUTSIDE THE CLEAR ZONE2. IF THE R.O.W. IS LESS THAN 3.6 m OUTSIDE THE CLEAR ZONE, THE FENCEWILL BE ENDED AT THE POINT OF "NO ACCESS" WITHOUT TURNING IN.3. THE ILLUSTRATIONS ARE SHOWN FOR WOVEN WIRE FENCE BUT ARE ALSO APPLICABLETO CHAIN LINK FENCE.4. THESE INSTALLATION CONDITIONS ARE TYPICAL AND ARE NOT TO BE CONSTRUEDAS REPRESENTATIVE OF ALL CONDITIONS WHICH WILL BE ENCOUNTERED. CONSTRUCTIONWILL BE VARIED AS REQUIRED OR DIRECTED TO MEET FIELD CONDITIONS.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONFENCE: TYPICALINSTALLATION AT DITCHCROSSINGS AND FENCEENDINGSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERFI-3SHEET NUMBER6166RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.APPROVED HINGEHINGE PINS - STEEL - GALVANIZEDMISS.7536007550350010550HEXAGON HEAD BOLTM10 x 50 mm LONGWITH LOCK WASHERxx x x140 TO 210x x x x135 TO 150xxxx18-mm HOLESHEXAGONNUT16WASHERS150+ -55950 1450CONCRETE ORCREOSOTE WOOD POSTSCONCRETE130075135 TO 125110 TO 9590 TO 75xxxx450DETAIL OF BOLT HOLES IN1240CONCRETE POSTS190 TO 200 mm MINIMUM THREADANCHOR25035(APPROX.)BOLT TYPE FOR CONCRETE POSTSALTERNATE NUMBER I450NOTE: GATE POSTS SIMILAR TO BRACE POSTS,+ -BUT ADAPTED FOR USE WITH GATE HARDWARE.115(APPROX.)55161907550360035005075SECTION THRU SLATSCREW TYPE FOR WOOD POSTSAPPROVED HINGEHINGE PINS - STEEL - GALVANIZEDGATE STOPxxxxGENERAL NOTES:140 TO 210xx x x1. EACH GATE TO INCLUDE ONE CHAIN 900 mm OF 10-mm HIGH TENSILESTRENGTH, CASE HARDENED AND ONE PADLOCK WITH KEY. ALLDETAILS OF SUGGESTED TYPESOF HOOK HINGE FOR GATES950 1450751300CONCRETE ORCREOSOTE WOOD POSTSCONCRETEANCHOR135 TO 150135 TO 125110 TO 9590 TO 75ALTERNATE NUMBER IIx x xx x x x450450PADLOCKS TO BE KEYED ALIKE AND SHALL BE A MASTER NO.5 OR EQUIVALENT (COST TO BE INCLUDED IN PRICE OF GATE).2. EACH STRAND OF BARBED WIRE AND MESH WIRE SHALL BESECURELY WRAPPED AND TIED AROUND GATE POSTS. IN ADDITION,ALL WIRE SHALL BE STAPLED TO WOOD POSTS.3. THE DETAILS SHOWN SHOW SIX-HORIZONTAL SLATS,HOWEVER, DEPENDING UPON THE MANUFACTURER, FIVE-HORIZONTAL SLATS WILL BE ACCEPTED PROVIDED ALL OTHERCONTRACT REQUIREMENTS ARE MET.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONFENCE: ALUMINUMOR GALVANIZEDFERROUS METAL GATEISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERAG-1SHEET NUMBER6167RDEPAR TMENTO FT RANSPOTATI O N

50(MIN.)50SEESCHEDULESEE5050905050SCHEDULE50150(MAX.)50(MIN.)300030003.76-mm TIE WIRES+ 600 mm ON CENTER-VARIABLE WIDTH GATE OPENING4.50-mm TENSION WIRE3000 3000STATEMISS.PROJECT NO.BARBSDN40 GALV.STEEL PIPE FRAMEBARBSDN32 GALVANIZEDSTEEL PIPE BRACEDN32 GALVANIZED3.76-mm TIE WIRES+ 300 mm O.C. TOP-AND BOTTOM GATE3.76-mm TIE WIRES+ 600 mm O.C.-GALVANIZEDSTEEL POSTTENSION BANDS @STEEL PIPE BRACELATCHFRAMEDN32 GALVANIZEDSTEEL PIPE BRACEDN32 GALVANIZEDSTEEL PIPE BRACETENSION BANDS @300 mm (MAX) O.C.GALVANIZEDSTEEL POST300 mm (MAX) O.C.10-mm TRUSS RODWITH TURNBUCKLEDN40 GALVANIZEDSTEEL PIPE BRACEWELDALL JOINTS10-mm TRUSS RODSEACH WITH TURNBUCKLE150(MAX.)SEESCHEDULEGALVANIZED STEELGATE POSTCONCRETE ANCHOR(NOT A PAY ITEM)GALVANIZED STEELGATE POSTCONCRETE ANCHOR(NOT A PAY ITEM)BARBSSEESCHEDULE4.50-mmTENSION WIRECONCRETE ANCHOR(NOT A PAY ITEM)CLASS ITYPICAL SINGLE SWING GATE FOR CHAINLINK FENCECLASS IIVARIABLE WIDTH GATE OPENINGAS SHOWN ON PLANSBARBS3.76-mm TIE WIRES+ 600 mm O.C.-RIVETEDDN40 GALV.PIPE GATEFRAME3.76-mm WIRES + 300-mm O.C.TOP AND BOTTOM GATE FRAME-RIVETEDDN40 GALV. PIPEGATE FRAMERIVETEDBARBS3.76-mm TIE WIRES+ 600 mm O.C.-DN25 GALVANIZEDDN32 GALVANIZEDSTEEL PIPE BRACEPIPE BRACEDN32 GALVANIZEDSTEEL PIPE BRACE10-mm TRUSS RODWITH TURNBUCKLE4.50-mmTENSION WIRE6 X 20-mmSTR. BARGATE POSTDN40 GALVANIZEDPIPE GATE FRAMEDN25 GALV.PIPE BRACERIVETED10-mm DIA. TRUSSRODS (ADJ.)W/ TURNBUCKLEDN40 GALVANIZEDPIPE GATE FRAME6 X 20-mmSTR. BARDN40 GALVANIZEDPIPE GATE FRAME10-mm DIA. TRUSSRODS (ADJ.)W/ TURNBUCKLE6 X 20-mmSTR. BARDN40 GALVANIZEDPIPE GATE FRAMERIVETEDGATE POST10-mm TRUSS RODWITH TURNBUCKLE4.50-mmGENERAL NOTES:1. CHAIN LINK FENCE TO BE 50-mm MESH FABRIC(3.76-mm WIRES).2. PIPE SIZES SHOWN FOR POSTS, BRACES AND RAILSARE NOMINAL INSIDE DIAMETERS. ALL POSTS, BRACESAND RAILS SHALL CONFORM TO THE REQUIREMENTSOF THE MISSISSIPPI DEPARTMENT OFTENSION WIRETRANSPORTATION STANDARD SPECIFICATIONS.GATE POST300RIVETEDGATE POST3. 10-mm TRUSS RODS NOT REQUIRED WHEN CONNECTINGLESS THAN 4 PANELS LENGTHS TO STRUCTURES.4. MESH TO BE ATTACHED AT 600 mm INTERVALS TO TOPCONCRETE ANCHOR(NOT A PAY ITEM)TYPICAL DOUBLE GATE FOR CHAINLINK FENCECONCRETE ANCHOR(NOT A PAY ITEM)& BOTTOM TENSION WIRE WITH HOG RINGS OR OTHERAPPROVED METHODS.5. THE FENCE SHALL BE GROUNDED IN ACCORDANCEWITH THE MISSISSIPPI DEPARTMENT OFTRANSPORTATION SPECIFICATIONS. COST TO BEABSORBED IN OTHER PAY ITEMS.DN25 GALVANIZEDDN40PIPEGALVANIZEDPIPETYPE "A" TYPE "B" TYPE "C" TYPE "D"0.9 m & 1.2 m SGL. OVER 1.2 m TO 2.1 m SGL. OVER 2.1 m TO 3.3 m SGL. OVER 3.3 m TO 4.5 m SGL.1.8 m & 2.4 m DBL. OVER 2.4 m TO 4.2 m DBL. OVER 4.2 m TO 6.6 m DBL. OVER 6.6 m TO 9.0 m DBL.TYPICAL FRAMEWORK SHOWING NUMBER OF BAYS IN GATEGATE OPENINGUP TO 1.8 m SINGLEUP TO 3.6 m DOUBLEOVER 1.8 m TO 3.9 m SINGLEOVER 3.6 m TO 7.8 m DOUBLEOVER 3.9 m TO 5.4 m SINGLEOVER 7.8 m TO 10.8 m DOUBLEPOST SCHEDULEPOST TYPE & MIN. SIZEROUND"C" BEAMSIZE (DN)SIZE88.90 X6588.9090150MIN. ANCHOR SIZEHOLE HOLE POSTDIA. DEPTH DEPTH3003504001000105011508508501000BARBWIREFABRICxxxxxxxxxxxxSIDE VIEWFRONT VIEWTOP GUARD DETAILSDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANFENCE: CHAINLINK GATEOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERCLG-1SHEET NUMBER6168RDEPAR TMENTO FT RANSPOTATI O N

ASTATEMISS.PROJECT NO.**7620 38101905 1905 1905 1905 1905 1905**GUARDRAIL BOLT "D"RECESSED NUT WITHPLAIN ROUND WASHER "F"GUARDRAIL BOLT "F"150 X 200-mm WOODBLOCKOUT, 360 mm LONG150 X 200-mmWOOD BLOCKOUT,360 mm LONGSEE GUARDRAILSPLICE DETAIL5501830550GROUND LINE*1905 C.C. POSTSELEVATION FROM C ROADWAYL83**A320(LAP)C LSINGLE-FACED BARRIER*DOUBLE-FACED BARRIERSECTION A-A52108 108815752108 10852156 1563125983TYPICAL GUARDRAIL SECTION1024 R24 R555510 RELEVATIONSECTION312180BUTTON HEAD85.545M16-2 THREADPITCH1625 DIA. X 1.5 mm DEEPRECESS BOTH SIDESM16-2 MODIFIEDHEAVY HEX NUT1624281801830360360600(MIN.)150 X 200-mm WOODPOST, 1830 mm LONG150 X 200-mm WOODPOST, 1830 mm LONG200 200NOTE: OPTIONAL BEAM LENGTHS.GALVANIZED STEEL 16d COMMONNAIL (DRIVE NAIL AT CENTER OFPOST AND BLOCKOUT AFTER BOLTIS INSTALLED)GUARDRAIL BOLT "D" OR "F"(BOLT "D" IS SHOWN)EIGHT (8) EACH, GUARDRAIL BOLT "A" ANDRECESSED NUT, REQUIRED PERSPLICENOTE: UNLESS SPECIFIED OTHERWISE ON THE PLANS.5920 X 65-mm SLOTFOR GUARDRAIL BOLT "D"OR "F"24 X 30-mm SLOT FORGUARDRAIL BOLT "A" (TYP.)145527TOL.(-0,+5)24 X 30-mm SLOT FORGUARDRAIL BOLT "A" (TYP.)150RECESSED NUTWITH PLAINROUND WASHER "F"20 X 65-mm SLOTFOR GUARDRAILBOLT "D" OR "F"2002008359 83 8328GALVANIZED STEEL 16dCOMMON NAIL (DRIVE NAILAT CENTER OF POST ANDGENERAL NOTES:1. GUARDRAIL SHALL MEET THE REQUIREMENTS OF AASHTO M 180,CLASS A, TYPE 1 UNLESS OTHERWISE DESIGNATED.2. GUARDRAIL SHALL BE SINGLE FACED UNLESS OTHERWISE DESIGNATED.3. GUARDRAIL SECTIONS SHALL BE LAPPED IN THE DIRECTIONOF TRAFFIC FLOW FOR THE LANE NEAREST THE GUARDRAIL. THEONLY EXCEPTION NOTED IS THAT GUARDRAIL IS TO BE LAPPED FORAPPROACHING TRAFFIC ON A BRIDGE WITH 2-WAY TRAFFIC.80GUARDRAIL SPLICE DETAILTWO (2) EXTRAHOLES IN POST150 X 200-mmWOOD BLOCKOUT7575BLOCKOUT AFTER BOLT ISINSTALLED) (NOT REQUIREDFOR SECOND HEIGHTADJUSTMENT WHEN TWOBOLTS ARE REQUIRED).4. ALL WOOD POSTS AND BLOCKOUTS SHALL BE TREATED TIMBERIN ACCORDANCE WITH MISSISSIPPI DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS.5. FOR OTHER DETAILS OF POSTS, POST ACCESSORIES, FASTENERS& RAIL ELEMENTS, SEE AASHTO-AGC-ARTBA JOINT TASKFORCE NO. 13, TITLED "A GUIDE TO STANDARDIZED HIGHWAYBARRIER HARDWARE," LATEST EDITION.35 ROVAL SHOULDERLT3517.5 321830505020 DIA.(TYP.)15010080360200*GUARDRAIL BOLTS(MIN.) 17.25TBOLT L(MIN.)(MIN.)*"A" 35 30"D""E"460510"F" 640100100100NOTES:1. ALL GUARDRAIL BOLTS ARE M16-2 THREAD PITCH.2. IF ANY BOLT EXTENDS MORE THAN 6 mm FROMTHE NUT, THE BOLT SHOULD BE TRIMMED BACK.3. GUARDRAIL BOLT "E" IS USED FOR SINGLE-FACEDBARRIER WITH 250 X 250-mm WOOD POST AND150 X 200-mm WOOD BLOCKOUT.GUARDRAIL BOLTRECESSED NUT44.003.00(MAX.)PLAIN ROUND WASHER "F"FASTENER DETAILS16M16-2 THREADPITCHAS 24.014.8SPECIFIED (MAX.) (MAX.)HEX NUT AND BOLT "F"NOTES:150ELEVATION150 X 200-mm WOOD POST200SECTIONDETAILS OF ADJUSTABLE HEIGHT BLOCKOUT ASSEMBLY1. ON INITIAL INSTALLATION, THE BLOCKOUT SHALL BE ATTACHED TO THE BOTTOM HOLE IN THE POST, OTHERHOLES IN THE POST AND BLOCKOUT ARE FOR FUTURE 50-mm HEIGHT ADJUSTMENTS WHEN THE ROADWAYIS RESURFACED.2. FOR THE SECOND HEIGHT ADJUSTMENT, ONE (1) HEX NUT AND BOLT "F", 460 mm LONG FOR SINGLE-FACEDBARRIER OR 640 mm LONG FOR DOUBLE-FACED BARRIER, WITH TWO (2) PLAIN ROUND WASHERS "F", ONE (1)UNDER HEAD AND ONE (1) UNDER NUT, ARE REQUIRED PER POST IN ADDITION TO THE STANDARD GUARDRAIL BOLTAND RECESSED NUT.3. HOLE DETAILS ARE REQUIRED ON ALL WOOD POSTS AND BLOCKOUTS.4. WOOD POSTS AND BLOCKOUTS ARE FABRICATED FROM 150 X 200-mm TREATED TIMBER UNLESS SPECIFIEDOTHERWISE ON THE PLANS.ONE (1) EXTRAHOLE IN BLOCKOUT5. ALL HOLES IN BOTH POSTS AND BLOCKOUTS ARE 20 mm IN DIAMETER.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANGUARDRAIL:"W" BEAM(WOOD POSTS)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGR-1SHEET NUMBER6180RDEPAR TMENTO FT RANSPOTATI O N

ASTATEMISS.PROJECT NO.**7620 38101905 1905 1905 1905 1905 1905**GUARDRAIL BOLT "D"RECESSED NUT WITHPLAIN ROUND WASHER "F"GUARDRAIL BOLT "F"150 X 200-mm WOOD150 X 200-mmBLOCKOUT, 554 mm LONGWOOD BLOCKOUT,554 mm LONG1980554554SEE GUARDRAILSPLICE DETAIL5501980550GROUND LINE*600(MIN.)150 X 200-mm WOODPOST, 1980 mm LONG150 X 200-mm WOODPOST, 1980 mm LONG200 20052108 1081905 C.C. POSTS24 X 30-mm FORGUARDRAIL BOLT "A" (TYP.)838157ELEVATION FROM C ROADWAYL**NOTE: OPTIONAL BEAM LENGTHS.52A320(LAP)C L108 10852RECESSED NUTGUARDRAILBOLT "D" OR "F"(BOLT "D" ISSHOWN)60TWELVE (12) EACH, GUARDRAILBOLT "A" AND RECESSEDNUT, REQUIRED PER SLICESINGLE-FACED BARRIER*DOUBLE-FACED BARRIERSECTION A-ANOTE: UNLESS SPECIFIED OTHERWISE ON THE PLANS.157 194 15750860838328551024 R24 R5555WITH PLAINROUND WASHER "F"83 8328508180 194 180GENERAL NOTES:1. GUARDRAIL SHALL MEET THE REQUIREMENTS OF AASHTO M 180,CLASS A, TYPE 1 UNLESS OTHERWISE DESIGNATED.20 X 65-mm SLOTFOR GUARDRAIL BOLT "D" OR "F"27TYPICAL GUARDRAIL SECTIONTOL10 R(-0,+5)24 X 30-mmSLOT FORGUARDRAIL BOLT"A" (TYP.)15020 X 65-mmSLOT FORGUARDRAILBOLT "D" OR "F"200200832. GUARDRAIL SHALL BE SINGLE FACED UNLESS OTHERWISE DESIGNATED.3. GUARDRAIL SECTIONS SHALL BE LAPPED IN THE DIRECTIONOF TRAFFIC FLOW FOR THE LANE NEAREST THE GUARDRAIL. THEONLY EXCEPTION NOTED IS THAT GUARDRAIL IS TO BE LAPPED FORAPPROACHING TRAFFIC ON A BRIDGE WITH 2-WAY TRAFFIC.ELEVATIONSECTION4. ALL WOOD POSTS AND BLOCKOUTS SHALL BE TREATED TIMBERIN ACCORDANCE WITH MISSISSIPPI DEPARTMENT OF TRANSPORTATIONFOUR (4) EXTRA HOLES IN POSTSTANDARD SPECIFICATIONS.2225GUARDRAIL SPLICE DETAIL7575150 X 200-mmWOOD BLOCKOUT5. FOR FASTENER DETAILS NOT FOUND ON THIS SHEET, SEE SHEET GR-1.6. FOR OTHER DETAILS OF POSTS, POST ACCESSORIES, FASTENERS& RAIL ELEMENTS, SEE AASHTO-AGC-ARTBA JOINT TASK52108108952.5OPTIONAL: HOLES USED ONLYWHERE SPECIFIED ON PLANS.952.5108 108 5219803741805050505020 DIA.194 180554FORCE NO. 13, TITLED "A GUIDE TO STANDARDIZED HIGHWAYBARRIER HARDWARE," LATEST EDITION.(TYP.)150200312508150150 X 200-mmWOOD POST200ELEVATIONSECTIONALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.52(MIN.)52(MIN.)20 X 65-mm SLOT24 X 30-mm SLOT FORFOR GUARDRAIL BOLT "D" OR "F" (TYP.)GUARDRAIL BOLT "A" (TYP.)"W" THRIE-BEAM TRANSITION SECTIONNOTE: THE CROSS-SECTIONAL DIMENSIONS FOR THE"W" AND THRIE BEAM ENDS OF THE TRANSITION SECTIONARE THE SAME AS THEIR RESPECTIVE TYPICAL GUARDRAILSECTIONS.DETAILS OF ADJUSTABLE HEIGHT BLOCKOUT ASSEMBLYNOTES:1. ON INITIAL INSTALLATION, THE TOP OF THE BLOCKOUT SHALL BE FLUSH WITH THE TOPOF THE POST. THE ADDITIONAL HOLES IN THE POST AND BLOCKOUT ARE FOR FUTURE50-mm HEIGHT ADJUSTMENTS WHEN THE ROADWAY IS RESURFACED.2. HOLE DETAILS ARE REQUIRED ON ALL WOOD POSTS AND BLOCKOUTS.3. WOOD POSTS AND BLOCKOUTS ARE FABRICATED FROM 150 X 200-mm TREATEDTIMBER UNLESS SPECIFIED OTHERWISE ON THE PLANS.4. ALL HOLES IN BOTH POSTS AND BLOCKOUTS ARE 20 mm IN DIAMETER.DATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANGUARDRAIL:THRIE BEAM(WOOD POSTS)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGR-1ASHEET NUMBER6181RDEPAR TMENTO FT RANSPOTATI O N

ASTATEPROJECT NO.** **7620 3810GUARDRAIL BOLT "C"MISS.1905 1905 1905 1905 19051905150 X 200-mm MODIFIEDWOOD BLOCKOUT,360 mm LONGRECESSED150 X 200-mm MODIFIEDWOOD BLOCKOUT,360 mm LONGNUT360360SEE GUARDRAILSPLICE DETAIL550W150 X 13.5STEEL POST,1830 mm LONG1830550GUARDRAILBOLT "C" ANDRECESSED NUTW150 X 13.5GROUND LINE600*600(MIN.)STEEL POST,1830 mm LONGW150 X 13.5STEEL POST,1830 mm LONG(TYP.)300150 150ELEVATION FROM C ROADWAYL**NOTE: OPTIONAL BEAM LENGTHS.AOPTIONAL: 600 X 300-mm STEEL SOIL BEARING PLATE, 6 mm THICK,WELDED TO POST WHERE SPECIFIED ON PLANS. WELD TOP, BOTTOMAND THREE 75-mm WELDS ON EACH SIDE.SINGLE-FACED BARRIERDOUBLE-FACED BARRIER52108 1081905 C.C. POSTS20 X 65-mm SLOTFOR GUARDRAIL BOLT "C"83815752320(LAP)C L108 10852GUARDRAIL BOLT "C"EIGHT (8) EACH, GUARDRAIL BOLT "A"AND RECESSED NUT, REQUIREDPER SPLICE59*SECTION A-ANOTE: UNLESS SPECIFIED OTHERWISE ON THE PLANS.24 X 30-mm SLOT FORGUARDRAIL BOLT "A" (TYP.)156 1563125983TYPICAL GUARDRAIL SECTION1455271024 R24 R555510 RTOL.(-0,+5)24 X 30-mmSLOT FORGUARDRAILBOLT "A" (TYP.)150100ELEVATIONRECESSED NUT20 X 65-mmSLOT FORGUARDRAILBOLT "C"150190200SECTION8359 83 8328312180GENERAL NOTES:1. GUARDRAIL SHALL MEET THE REQUIREMENTS OF AASHTO M 180,CLASS A, TYPE 1 UNLESS OTHERWISE DESIGNATED.2. GUARDRAIL SHALL BE SINGLE FACED UNLESS OTHERWISE DESIGNATED.3. GUARDRAIL SECTIONS SHALL BE LAPPED IN THE DIRECTIONOF TRAFFIC FLOW FOR THE LANE NEAREST THE GUARDRAIL. THEONLY EXCEPTION NOTED IS THAT GUARDRAIL IS TO BE LAPPED FORAPPROACHING TRAFFIC ON A BRIDGE WITH 2-WAY TRAFFIC.GUARDRAIL SPLICE DETAILTWO (2) EXTRA HOLES IN POST4. STEEL POSTS SHALL CONFORM TO AASHTO M 183/M 183MOR ASTM A 769/A 769M (EXCEPT ULTRASONIC TESTING). THEY SHALLONE (1) EXTRA HOLE IN BLOCKOUTBE GALVANIZED IN ACCORDANCE WITH AASHTO M 111 EXCEPT WHENBUTTON HEAD85.545M16-2 THREADPITCH1625 DIA. X 1.5 mm DEEPRECESS BOTH SIDESM16-2 MODIFIEDHEAVY HEX NUT20 DIA. (TYP.)1003010 1902020030150110W150 X 13.5STEEL POST150 X 200-mmMODIFIED WOODBLOCKOUTCORROSION RESISTANT STEEL IS REQUIRED IN WHICHCASE POSTS SHALL CONFORM TO AASHTO M 222/M 222M AND SHALL NOTBE PAINTED OR GALVANIZED. NO PUNCHING, DRILLINGOR CUTTING WILL BE PERMITTED AFTER GALVANIZING EXCEPTFOR HOLES TO MOUNT GUARDRAIL DELINEATORS.5. ALL MODIFIED WOOD BLOCKOUTS SHALL BE TREATED TIMBERIN ACCORDANCE WITH MISSISSIPPI DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS.35 ROVAL SHOULDERLT1624352817.5 32183018050 5020 DIA.(TYP.)1001803606. FOR OTHER DETAILS OF POSTS, POST ACCESSORIES, FASTENERS& RAIL ELEMENTS, SEE AASHTO-AGC-ARTBA JOINT TASKFORCE NO. 13, TITLED "A GUIDE TO STANDARDIZED HIGHWAYBARRIER HARDWARE," LATEST EDITION.GUARDRAIL BOLTRECESSED NUTM16-2 THREADPITCHPOSTFACEGUARDRAILFACENOTES:GUARDRAIL BOLTSBOLT"A""B"LT(MIN.)35 3050 45"C" 255 1001. ALL GUARDRAIL BOLTS ARE M16-2 THREAD PITCH.IF 2. ANY BOLT EXTENDS MORE THAN 6 mmFROM THE NUT, THE BOLT SHOULD BE TRIMMED BACK.FASTENER DETAILS16AS 24.014.8SPECIFIED(MAX.)HEX NUT AND BOLT "F"(MAX.)MODIFIEDFRONT FACEWOOD BLOCKOUTASSEMBLYPOSTDETAILS OF ADJUSTABLE HEIGHT BLOCKOUT ASSEMBLYNOTES:1. ON INITIAL INSTALLATION, THE MODIFIED WOOD BLOCKOUT SHALL BE FASTENED TO THE BOTTOM HOLE IN THE STEEL POST.OTHER HOLES IN THE STEEL POST AND THE MODIFIED WOOD BLOCKOUT ARE FOR FUTURE 50-mm HEIGHT ADJUSTMENTSWHEN THE ROADWAY IS RESURFACED.2. AN ADDITIONAL GUARDRAIL BOLT "C" AND RECESSED NUT IS REQUIRED FOR THE SECOND HEIGHT ADJUSTMENT.3. HOLE DETAILS ARE REQUIRED ON ALL STEEL POSTS AND MODIFIED WOOD BLOCKOUTS.4. STEEL POSTS ARE FABRICATED FROM W150 X 13.5 STRUCTURAL STEEL SHAPES.5. MODIFIED WOOD BLOCKOUTS ARE FABRICATED FROM 150 X 200-mm TREATED TIMBER UNLESS SPECIFIED OTHERWISE ON THE PLANS.6. ALL HOLES IN BOTH STEEL POSTS AND MODIFIED WOOD BLOCKOUTS ARE 20 mm IN DIAMETER.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANGUARDRAIL:"W" BEAM(STEEL POSTS)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGR-1BSHEET NUMBER6182RDEPAR TMENTO FT RANSPOTATI O N

**7620 38101905 1905 1905 1905 1905 1905A**GUARDRAIL BOLT "B" ANDRECESSED NUTM360 X 25.6(OR W360 X 32.9)MODIFIEDSTEEL BLOCKOUT,554 mm LONGSTATE PROJECT NO.MISS.TWO (2) EACH, HEX NUTAND BOLT "F", 40 mm LONGREQUIRED (ONE (1) AT TOP ANDONE (1) AT BOTTOM,M360 X 25.6 (OR W360 X 32.9)OPPOSITE SIDES)MODIFIED STEEL BLOCKOUT,554 mm LONG554W150 X 13.5STEEL POST,554BACK-UP PLATE REQUIRED ATALL NON-SPLICE POSTSSEE GUARDRAILSPLICE DETAIL6102060 mm LONG2060610GUARDRAIL BOLT "B"AND RECESSED NUTGROUND LINE600*600(MIN.)W150 X 13.5W150 X 13.5STEEL POST,2060 mm LONG300STEEL POST,2060 mm LONG52108 108THIS SLOT REQUIRESNO BOLT FORMODIFIED THRIE BEAMIMPLEMENTATION.521905 C.C. POSTS24 X 30-mm FORGUARDRAIL BOLT "A" (TYP.)20 X 65-mm SLOT157 194 157FOR GUARDRAIL BOLT "B"508952.560838328552127TYPICAL GUARDRAIL SECTION838157TOL1024 R24 R555510 R(-0,+5)2225ELEVATION FROM CLROADWAY108 108108 108 52OPTIONAL: HOLES USED ONLYWHERE SPECIFIED ON PLANS.300952.5**150 150BACK-UP PLATENOTE: OPTIONAL BEAM LENGTHS.20 X 65-mmSLOT FOR GUARDRAILBOLT "B"THIS SLOT REQUIRESNO BOLT FOR MODIFIEDTHRIE BEAMIMPLEMENTATION.24 X 30-mmSLOT FORGUARDRAIL BOLT"A" (TYP.)52A320(LAP)C L108 108100ELEVATION52TWO (2) EACH, HEX NUTAND BOLT "F",40 mm LONG,REQUIRED (ONE (1) AT TOPAND ONE (1) AT BOTTOM,OPPOSITE SIDES)150 3564020 X 65-mm 150 83SLOT FORGUARDRAILBOLT "B"GUARDRAIL SPLICE DETAIL2060149156501006020 DIA.(TYP.)SECTION149156305050GUARDRAIL BOLT "B"AND RECESSED NUTDO NOT BOLTFOR MODIFIEDTHRIE BEAMIMPLEMENTATION.554306083 8318028508TWO (2) EXTRA HOLES IN POSTTWELVE (12) EACH, GUARDRAILBOLT "A" AND RECESSEDNUT, REQUIRED PER SLICE180194180TWO (2) EXTRA HOLE IN BLOCKOUTW150 X 13.5STEEL POSTM360 X 25.6(OR W360 X 32.9)STEELBLOCKOUT150 150SINGLE-FACED BARRIER*OPTIONAL: 600 X 300-mm STEEL SOIL BEARING PLATE, 6 mm THICK,WELDED TO POST WHERE SPECIFIED ON PLANS. WELD TOP, BOTTOMAND THREE 75-mm WELDS ON EACH SIDE.GENERAL NOTES:SECTION A-ADOUBLE-FACED BARRIERNOTE: UNLESS SPECIFIED OTHERWISE ON THE PLANS.1. GUARDRAIL SHALL MEET THE REQUIREMENTS OF AASHTO M 180,CLASS A, TYPE 1 UNLESS OTHERWISE DESIGNATED.2. GUARDRAIL SHALL BE SINGLE FACED UNLESS OTHERWISE DESIGNATED.3. GUARDRAIL SECTIONS SHALL BE LAPPED IN THE DIRECTIONOF TRAFFIC FLOW FOR THE LANE NEAREST THE GUARDRAIL. THEONLY EXCEPTION NOTED IS THAT GUARDRAIL IS TO BE LAPPED FORAPPROACHING TRAFFIC ON A BRIDGE WITH 2-WAY TRAFFIC.4. POSTS AND BLOCKOUTS SHALL CONFORM TO AASHTO M 183M/M 183OR ASTM A 769/A 769M (EXCEPT ULTRASONIC TESTING). THEY SHALLBE GALVANIZED IN ACCORDANCE WITH AASHTO M 111 EXCEPT WHENCORROSION RESISTANT STEEL POSTS ARE REQUIRED IN WHICHCASE BOTH POSTS AND BLOCKOUTS SHALL CONFORM TO AASHTOM 222/M 222M AND SHALL NOT BE PAINTED OR GALVANIZED. NO PUNCHINGDRILLING OR CUTTING WILL BE PERMITTED AFTER GALVANIZING EXCEPT5. BACK-UP PLATE REQUIRED AT ALL NON-SPLICE POSTS.6. FOR FASTENER DETAILS NOT FOUND ON THIS SHEET, SEE SHEET GR-1B.7. FOR OTHER DETAILS OF POSTS, POST ACCESSORIES, FASTENERS& RAIL ELEMENTS, SEE AASHTO-AGC-ARTBA JOINT TASKFORCE NO. 13, TITLED "A GUIDE TO STANDARDIZED HIGHWAYBARRIER HARDWARE," LATEST EDITION.50312508149FOR HOLES TO MOUNT GUARDRAIL DELINEATORS.6060102102ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.52(MIN.)52(MIN.)20 X 65-mm SLOT24 X 30-mm SLOT FORFOR GUARDRAIL BOLT "B" (TYP.)GUARDRAIL BOLT "A" (TYP.)"W" THRIE-BEAM TRANSITION SECTIONNOTE: THE CROSS-SECTIONAL DIMENSIONS FOR THE"W" AND THRIE BEAM ENDS OF THE TRANSITION SECTIONARE THE SAME AS THEIR RESPECTIVE TYPICAL GUARDRAILSECTIONS.FRONT POST GUARDRAILFACEFACE FACEASSEMBLYPOSTBLOCKOUTDETAILS OF ADJUSTABLE HEIGHT BLOCKOUT ASSEMBLYNOTES:1. ON INITIAL INSTALLATION, THE TOP HOLE IN THE BLOCKOUT SHALL BE FASTENED TO THE TOP HOLE IN THE POST.OTHER HOLES IN THE POST AND BLOCKOUT ARE FOR FUTURE 50-mm HEIGHT ADJUSTMENTS WHEN THE ROADWAY IS RESURFACED.2. HOLE DETAILS ARE REQUIRED ON ALL STEEL POSTS AND BLOCKOUTS.3. STEEL POSTS AND BLOCKOUTS ARE FABRICATED FROM W150 X 13.5 AND M360 X 25.6 (OR W360 X 32.9) STRUCTURALSTEEL SHAPES, RESPECTIVELY.4. ALL HOLES IN BOTH POSTS AND BLOCKOUTS ARE 20 mm IN DIAMETER.DATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONGUARDRAIL:MODIFIED THRIE BEAMISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLAN(STEEL POSTS)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGR-1CSHEET NUMBER6183RDEPAR TMENTO FT RANSPOTATI O N

75 (MIN.)700REMOVE TOCUT LINEGUARDRAIL BOLT "E" WITH86250PLAN20 X 65-mm SLOTTED HOLE31231241050 108 10850 216 190ELEVATIONTYPE "1" "W" BEAM END SECTION3024 X 30-mm SLOT FORGUARDRAIL BOLT "A" (TYP.)24 X 30-mm SLOT FORGUARDRAIL BOLT "A" (TYP.)CUT LINEPLAN(VARIES)160 RELEVATIONTYPE "2" "W" BEAM END SECTION130 25PLAIN ROUND WASHER "F"UNDER NUT AND RECTANGULARGUARDRAIL PLATE WASHER250 X 250-mm WOOD POST,1830 mm LONG, WITH150 X 200-mm WOOD POST,UNDER HEAD FOR POSTS 1 THRU 3.150 X 200-mm WOOD1830 mm LONG, WITHBLOCKOUT, 360 mm LONG,150 X 200-mm WOODFOR POSTS 1 THRU 3.BLOCKOUT, 360 mm LONG,FOR POSTS 4 THRU 6.(BOLT NOT REQUIRED)POST1POST2POST3POST4POST5POST6TYPE "2" "W" BEAMEND SECTION FORTYPE "C" BESSHOWN. SEE GUARDRAIL952.5 952.5 952.5 952.5 952.5 952.519051905 1905FACE OF GUARDRAILCONNECTIION DETAILS.PAY LIMITS FOR BRIDGE END SECTION (APPLICABLE TO TYPE "A" & "C")7620PLAN OF BRIDGE END SECTIONNOTE: THE TYPE "1" END SECTION IS THE STANDARDNOTE: THE TYPE "2" END SECTION IS A MODIFICATIONFLARED "W" BEAM END SECTION AND IS USED WITH THEOF THE STANDARD ROUNDED "W" BEAM END SECTIONTYPE "A" AND TYPE "E" BRIDGE END SECTIONS. THEAND IS USED EXCLUSIVELY WITH THE TYPE "C" BRIDGE END75 M24-3 THREADCROSS-SECTIONAL DIMENSIONS OF THIS PART ARE IDENTICALSECTION. THE CROSS-SECTIONAL DIMENSIONS OF THIS PART(MIN.) PITCHTO THOSE OF THE STANDARD "W" BEAM GUARDRAIL.ARE IDENTICAL TO THOSE OF THE STANDARD "W" BEAM GUARDRAIL.AAGALVANIZED STEEL16d COMMON NAIL (TYP.)(DRIVE NAIL ATCENTER OF BLOCKGUARDRAIL BOLT "D" WITH AND POST AFTERPLAIN ROUND WASHER "F" BOLT IS INSTALLED).UNDER NUT AND RECTANGULARGUARDRAIL PLATE WASHERUNDER HEAD FOR POSTS4 THRU 6.POST7STANDARD "W" BEAMINSTALLATION(SEE GENERAL NOTE 1.)* NOTE: UNLESS OTHERWISE SPECIFIED ON THE PLANS.TYPE "1" "W" BEAMTYPE "2" "W" BEAMEND SECTIONEND SECTION180(SEEGENERALNOTE 4.)1:10 SLOPEOR FLATTER*600(MIN.)150 X 200WOOD BLOCKOUT,360 mm LONGELEVATIONSECTION A-ASTATE PROJECT NO.MISS.1830GUARDRAIL BOLT "E"WITH PLAIN ROUNDWASHER "F" UNDERNUT ANDRECTANGULARGUARDRAILPLATE WASHERUNDER HEAD FORPOSTS 1 THRU 3.250 X 250-mmWOOD POST,1830 mm LONG312310W310 X 7432052 108 108 52PLATE "B"CL(SLOTS)9.420614033 336060 19030-mm HOLESDETAIL OF PLATE "B"IN PLATE (TYP.)C L(W310 X 74)16.370 7033 33103 103FACE ELEVATIONCL(SLOTS)6060 19030-mm HOLES(TYP.)16 mm THICKSTEEL PLATE31024 X 30-mmSLOTTED HOLESIN "W" BEAMSECTION (TYP.)2905050 95 95OPTIONAL 20 X 65-mmSLOTTED HOLE IN "W" BEAMSECTION (BOLT NOTREQUIRED)"W" BEAMSECTION, 320 mmLONG (AASHTO M 180CLASS B, TYPE II)24050 140 50STANDARD"W" BEAMGUARDRAIL9797EIGHT (8) EACH, GUARDRAILBOLT "A" AND RECESSED NUT+90-GUARDRAIL CONNECTION DETAILS190BOTH29090 90 50505 2065BOTH5 SIDES SIDES 5530-mm HOLES(TYP.)6 mm THICKSTEEL PLATEDETAIL OF PLATE "Z""W" BEAM350 (TYPE "A" BES)50 (TYPE "C" BES)110 (TYPE "E" BES)PLATE "B"24050 140 5016206 5 206END SECTION(NESTED)APPLICABLE TO TYPE "E" BES.W310 X 74HARDENED ROUND WASHERS "F" FORUSE AS SPACERS. FOURTEEN (14) TOTALREQUIRED, SEVEN (7) PER BOLT. NOTNOTE: UNLESS OTHERWISE SPECIFIED, THE BLOCKOUT ASSEMBLY, FASTENER AND PLATE DETAILSSHOWN ABOVE ARE ALSO APPLICABLE TO THE TYPE "E" BRIDGE END SECTION. SEE GENERAL NOTE 3.5520620655206265206206SECTIONALTERNATIVE25FOUR (4)27-mm HOLESDRILLED INPLATE "Z"140140CONCRETE (TYP.)10CONCRETE BRIDGETWO (2)6 mm THICKSTEEL PLATESRAIL (TYPE "A" & "C"BES)255HSS HEX NUTAND BOLT "D",FOUR (4) REQUIREDHARDENED ROUND9595WASHER "F", ONE (1) UNDER1601903.40(MIN.)HEAD AND ONE (1) UNDER NUT,EIGHT (8) REQUIRED.3503502441.0HIGH-STRENGTH STRUCTURALHEX NUT AND BOLT "D"50.00(MAX.)HARDENED ROUNDWASHER "F"26.00(MIN.)(MAX.)(ASTM A 325M)5FASTENER DETAILSGENERAL NOTES:4522.537.524.2(MAX.)7525 X 18-mmSLOTRECTANGULARGUARDRAILPLATE WASHER1. ALL NOTES AND DETAILS PERTAINING TOTOP OFROADWAYNORMAL "W" BEAM GUARDRAIL INSTALLATIONNOT SPECIFICALLY MODIFIED ON THIS SHEETWILL BE FOUND ON EITHER SHEET GR-1 (WOODPOSTS) OR GR-1B (STEEL POSTS).POSTS ARE INSTALLED, A SOIL BEARING PLATE IS PLACED ON3. FOR INFORMATION PERTAINING TO THE INSTALLATION OF THEBE TRANSITIONED TO 550 mm AT POST 7. THIS TRANSITIONWILL BE A LINEAR TRANSITION IN THE VERTICAL PLANE.5. ALL GUARDRAIL ELEMENTS SHALL BE LAPPED IN THE DIRECTION OF6. THE APPLICATION OF THIS STANDARD IS FOR ONE-WAY TRAFFICDIRECTION ONLY.7. POINT "a", WHICH IS AT THE CENTERLINE BETWEEN THE ANCHORBOLTS, WILL BE CENTERED OVER THE CENTERLINE OF THE BRIDGEEND WALL EXCEPT IN SKEWED BRIDGE ENDS WHERE THE BOLT NEARESTTHE JOINT WILL BE A MINIMUM OF 75 mm FROM THE JOINT.530BTRAFFICFACE OF"W" BEAMGUARDRAIL2. WOOD POSTS ARE SHOWN ON THIS SHEET. WHEN STEELTHE STANDARD SIZE STEEL POST FOR POSTS 1 THRU 3 AND ARECTANGULAR GUARDRAIL PLATE WASHER IS PLACED UNDER THESTANDARD POST BOLT HEAD FOR POSTS 1 THRU 6. SEE DETAILSFOR STEEL POST INSTALLATIONS ON SHEET GR-1B.TYPE "E" BRIDGE END SECTION, SEE SHEET GR-2A.4. THE HEIGHT OF RAIL AT THE BRIDGE END IS 530 mm AND WILLTRAFFIC.312156156450CURBFACEPLANSECTION B-BJOINT75140TYPE "A" BRIDGE END SECTION(MIN.)"a"B(SEE GENERALNOTE 7.)CONCRETEBRIDGE RAILTOP OFWINGWALLBRIDGE ENDWALLTOP OFROADWAYCTRAFFICFACE OF"W" BEAMGUARDRAIL530150PLANCURBFACESECTION C-C140JOINTCTOP OFWINGWALLTYPE "C" BRIDGE END SECTIONGUARDRAIL CONNECTION AT BRIDGE ENDDATE REVISION BYGUARDRAIL:BRIDGE END SECTIONSTYPE "A" & "C"75"a"(MIN.)(SEE GENERALNOTE 7.)CONCRETEBRIDGE RAILALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGR-2SHEET NUMBER6184RDEPAR TMENTO FT RANSPOTATI O N

TERMINAL CONNECTION(SEE NOTE 2.)ABRIDGE ENDFACE OF "W" BEAMGUARDRAILTYPE "E" BRIDGE END SECTION TYPE "F" BRIDGE END SECTION TYPE "G" BRIDGE END SECTIONFACE OF "W" BEAMDGUARDRAILBNOTES:140BRIDGE RAIL(SEE NOTE 1.)NOTES:1. BRIDGE RAILING MAY BE EITHER CONCRETEOR PIPE RAILING IN PLACE.A2. FOR BLOCKOUT ASSEMBLY, FASTENERAND PLATE DETAILS, SEE SHEET GR-2.HSS HEX NUT AND BOLT "D", FOUR (4) REQUIRED, WITHHARDENED ROUND WASHER "F", ONE (1) UNDER HEADAND ONE (1) UNDER NUT, EIGHT (8) REQUIRED.HSS HEX NUT1. BRIDGE RAILING MAY BE EITHERAND BOLT "C",CONCRETE OR PIPE RAILING IN PLACE.BRIDGE END350 mm LONG,2. FASTENER AND "W" BEAM TERMINALFOUR (4) REQUIRED.CONNECTOR DETAILS ARE SHOWN BELOW.300101 102 50CHARDENED ROUNDWASHER "E", ONE (1)UNDER HEAD ANDONE (1) UNDER NUT,BRIDGE RAILEIGHT (8) REQUIRED.(SEE NOTE 1.)50 102101C28050 90 90 506BRIDGE END24-mm DIA.HOLES (TYP.)DETAIL OF PLATE "P"FACE OF "W" BEAMGUARDRAILNOTES:1. FASTENER AND "W" BEAM TERMINALCONNECTOR DETAILS ARE SHOWN BELOW.FE50 102101ANCHOR PLATE ASSEMBLYIN PLACE IN RAILING.EHSS HEX NUT AND BOLT "C",200 mm LONG, FOUR (4)REQUIRED.HARDENED ROUND WASHER "E",ONE (1) UNDER HEAD AND ONE (1)UNDER NUT, EIGHT (8) REQUIRED.STATE PROJECT NO.MISS.TRAFFIC312200 305(MAX.)11090156 156B+ -PLAN190EIGHT (8) EACH, GUARDRAIL BOLT "A"AND RECESSED NUT.DIMENSION ARROWS ARE INDICATEDTO SHOW THE CENTERLINE ONLY.ABSORBEDITEMTYPE "1""W" BEAMEND SECTIONABSORBED ITEM24-mm DIA. HOLESDRILLED IN CONCRETE(TYP.)TRAFFIC312156 156DPLAN305EIGHT (8) EACH, GUARDRAIL BOLT "A"AND RECESSED NUT.PLATE "P"9090DIMENSION ARROWS AREINDICATED TO SHOWTHE CENTERLINE ONLY."W" BEAMTERMINALCONNECTORTRAFFIC312156156FPLAN1509090EIGHT (8) EACH, GUARDRAIL BOLT "A"AND RECESSED NUT."W" BEAMTERMINALCONNECTOR635CURBFACEPLATE "Z"TOP OF CURBRIDING SURFACE OFBRIDGE DECK635635CURBFACE635BRIDGE DECKTOP OF CURBRIDING SURFACE OF635CURBFACE635TOP OF CURBFOUR (4)27-mm HOLESRIDING SURFACE OFBRIDGE DECK.SECTION A-ADRILLED INCONCRETE (TYP.)SECTION B-BSECTION C-CSECTION D-DSECTION E-ESECTION F-FTYPE "1""W" BEAMEND SECTION952.5"W" BEAM TERMINALPOST1POST11905CONNECTOR (TYPE "G" BESSHOWN)POST2952.5485 710 710NOTES:POST2POST3952.5952.5GPOST1905POST1905 1905G34952.5952.57620POST4POST57620952.5952.5POST5POST6952.5952.5POST6POST71905FACE OF GUARDRAILPAY LIMITS FOR BRIDGE END SECTION (APPLICABLE TO TYPE "E")PLANTYPE "E" BRIDGE END SECTIONPLAN1905FACE OF GUARDRAILPAY LIMITS FOR BRIDGE END SECTION (APPLICABLE TO TYPES "F" & "G")TYPE "F" & "G" BRIDGE END SECTIONS1. TYPE "E" BES (POSTS 1 THRU 3); TYPES "F" & "G" BES (POSTS 1 THRU 4): 250 X 250-mm WOOD POST,1830 mm LONG, WITH 150 X 200-mm WOOD BLOCKOUT, 360 mm LONG, ATTACHED USING GUARDRAIL BOLT "E"WITH PLAIN ROUND WASHER "F" UNDER NUT AND RECTANGULAR GUARDRAIL PLATE WASHER UNDER HEAD.2. TYPE "E" BES (POSTS 4 THRU 6); TYPES "F" & "G" BES (POSTS 5 THRU 7): 150 X 200-mm WOOD POST,1830 mm LONG, WITH 150 X 200-mm WOOD BLOCKOUT, 360 mm LONG, ATTACHED USING GUARDRAIL BOLT "D"WITH PLAIN ROUND WASHER "F" UNDER NUT AND RECTANGULAR GUARDRAIL PLATE WASHER UNDER HEAD.POST7POST8STANDARD "W" BEAMINSTALLATION(SEE GENERAL NOTE 1.)STANDARD "W" BEAMINSTALLATION(SEE(SEE GENERAL NOTE 1.)GENERALNOTE 3.)*GALVANIZED STEEL 16d COMMON NAIL (TYP.)(DRIVE NAIL AT CENTER OF BLOCK AND POSTAFTER BOLT IS INSTALLED).1:10 SLOPEOR FLATTER180*600(MIN.)SECTION G-GNOTE: UNLESS OTHERWISESPECIFIED ON THE PLANS.ASSPECIFIED22PITCH36.01830M22-2.5 THREAD(MAX.)HIGH-STRENGTH STRUCTURALHEX NUT AND BOLT "C"(ASTM A 325M)23.6(MAX.)HOLE (BOLT NOTREQUIRED)3.40(MIN.)8620 X 65-mm SLOTTED31244.00(MAX.)HARDENED ROUNDWASHER "E"FASTENER DETAILS75 108 108 216 101102 5024.00(MIN.)5760PLANELEVATION4522.524 X 30-mm SLOTFOR GUARDRAILBOLT "A" (TYP.)24-mm DIA.HOLES (TYP.)"W" BEAM TERMINAL CONNECTORNOTE: THE "W" BEAM TERMINAL CONNECTOR IS USED WITH TYPE "F" & "G"BRIDGE END SECTIONS. THE CROSS-SECTIONAL DIMENSIONS OF THIS PARTARE IDENTICAL TO THE STANDARD "W" BEAM SECTION (AASHTO M 180CLASS B, TYPE II).37.57525 X 18-mmSLOTRECTANGULARGUARDRAIL9090PLATE WASHERGENERAL NOTES:1. ALL NOTES AND DETAILS PERTAINING TO NORMAL "W" BEAM GUARDRAILINSTALLATION NOT SPECIFICALLY MODIFIED ON THIS SHEET WILL BE FOUNDON EITHER SHEET GR-1 (WOOD POSTS) OR GR-1B (STEEL POSTS).2. WOOD POSTS ARE SHOWN ON THIS SHEET. WHEN STEEL POSTS AREINSTALLED, A SOIL BEARING PLATE IS PLACED ON THE STANDARD SIZESTEEL POST FOR POSTS 1 THRU 3 IN THE TYPE "E" BES AND FORPOSTS 1 THRU 4 IN THE TYPE "F" & "G" BES. A RECTANGULARGUARDRAIL PLATE WASHER IS PLACED UNDER THE STANDARD POSTBOLT HEAD FOR POSTS 1 THRU 6 IN THE TYPE "E" BES AND FOR POSTS1 THRU 7 IN THE TYPE "F" & "G" BES. SEE DETAILS FOR STEELPOST INSTALLATION ON SHEET GR-1B.3. THE HEIGHT OF RAIL AT THE BRIDGE END IS 635 mm AND WILL BETRANSITIONED TO 550 mm AT POST 7 IN THE TYPE "E" BES AND AT POST 8IN THE TYPE "F" & "G" BES. THIS INSTALLATION WILL BE A LINEAR TRANISTIONIN THE VERTICAL PLANE.4. GUARDRAIL ELEMENTS SHALL BE LAPPED IN THE DIRECTION OF TRAFFIC.THE ONLY EXCEPTION NOTED IS THAT GUARDRAIL IS TO BE LAPPED FORAPPROACHING TRAFFIC ON A BRIDGE WITH 2-WAY TRAFFIC.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONGUARDRAIL:BRIDGE END SECTIONSTYPE "E", "F" & "G"ISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGR-2ASHEET NUMBER6185RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.ABMISS.PAY LIMITS FOR TYPE "D" MODIFIED BRIDGE END SECTIONSTANDARD "W" BEAM INSTALLATION7620(SEE GENERAL NOTE 1.)3181.5952.5952.5 952.5952.5 952.51905102101CONCRETEBRIDGE RAIL56585TO BEREMOVED230PLATE "Y"PLATE "B"230POST1POST2POST3POST4POST5POST6CURB LINE"W" BEAM TERMINAL CONNECTOR. TERMINAL CONNECTOR ISFASTENED TO "W" BEAM GUARDRAIL SECTION WITH EIGHT (8) EACH,GUARDRAIL BOLT "A" AND RECESSED NUT.BRIDGE ENDTERMINALOFFSET BLOCKGUARDRAILSPLICEFACE OFGUARDRAILCENTERLINE OF POST HOLESGUARDRAILSPLICETRAFFICCURB TRANSITIONIN "W" BEAM GUARDRAIL(SEE GENERAL NOTE 2.)BRIDGE END8620 X 65-mm SLOTTEDHOLE (BOLT NOTREQUIRED)312760PLANA24 X 30-mm SLOTFOR GUARDRAILBOLT "A" (TYP.)24-mm DIA.HOLES (TYP.)90 9020 X 65-mmSLOTBACKUPPLATE UNDERBGUARDRAIL300150 150 83312PLAN"W" BEAMGUARDRAIL"W" BEAMTERMINAL CONNECTOREIGHT (8) EACH, GUARDRAILBOLT "A" AND RECESSED NUT.CURBFACE(SEE GENERAL NOTE 3.)CONCRETEBRIDGE RAIL24-mm DIA. HOLES DRILLED THROUGH"W" BEAMCONCRETE BRIDGE RAIL. FOUR (4) REQUIREDBACKUPAND SHALL BE CONFIGURED TO FITPLATE"W" BEAM TERMINAL CONNECTOR ANDPLATE "Y"."W" BEAMGUARDRAILHSS HEX NUT AND BOLT "C",280 mm LONG, FOUR (4)REQUIRED.GUARDRAIL BOLT "B"AND RECESSED NUTHARDENED ROUND WASHER "E",WITH RECTANGULARONE (1) UNDER HEAD AND ONE (1)GUARDRAIL PLATEUNDER NUT, EIGHT (8) REQUIRED.WASHER UNDER HEAD.CURBFACE(SEE GENERAL NOTE 3.)TERMINALOFFSET BLOCKCONCRETEBRIDGE RAIL24-mm DIA. HOLES DRILLED THROUGHCONCRETE BRIDGE RAIL. TWO (2)REQUIRED AND SHALL BE CONFIGUREDTO FIT BRIDGE END TERMINAL OFFSETBLOCK AND PLATE "B".HSS HEX NUT AND BOLT "C",280 mm LONG, TWO (2) REQUIRED.HARDENED ROUNDWASHER "E", ONE (1)UNDER HEAD AND ONE (1)UNDER NUT, FOUR (4)REQUIRED.PLATE "Y"75 108 108 216 101 10250ELEVATION"W" BEAM TERMINAL CONNECTORNOTE: THE "W" BEAM TERMINAL CONNECTOR IS USEDWITH THE TYPE "D" MODIFIED BRIDGE END SECTION.THE CROSS-SECTIONAL DIMENSIONS OF THIS PART AREIDENTICAL TO THE STANDARD "W" BEAM SECTION(AASHTO M 180 CLASS B, TYPE II)."W" BEAMBACKUP PLATENOTE: THE "W" BEAM BACK-UP PLATE IS USEDUNDER THE "W" BEAM RAIL SECTION WHEREINDICATED ON THIS SHEET. THE CROSS-SECTIONALDIMENSIONS OF THIS PART ARE IDENTICAL TOTHOSE OF THE STANDARD "W" BEAM RAIL SECTION.RIDING SURFACEOF BRIDGE DECKSECTION A-ARIDING SURFACEOF BRIDGE DECKM22-2.5 THREADPITCHSECTION B-B44.003.40(MAX.)(MIN.) 24.00PLATE "B"37.575(MIN.)452220-mmDIA. HOLES2810328FRONT FACE16516524-mm DIA.HOLES106SIDE23050 50DETAIL OF BRIDGE ENDTERMINAL OFFSET BLOCK330W100 X 19.3330230505010022 56 22 1624-mmDIA. HOLESDETAIL OF PLATE "B"31090 9065 65300101 102501624-mm DIA.HOLES (TYP.)DETAIL OF PLATE "Y"GENERAL NOTES:ASSPECIFIED36.0(MAX.)HIGH-STRENGTH STRUCTURALHEX NUT AND BOLT "C"(ASTM A 325M)1. ALL NOTES AND DETAILS PERTAINING TO NORMAL "W" BEAM GUARDRAILINSTALLATION NOT SPECIFICALLY MODIFIED ON THIS SHEET WILL BEFOUND ON EITHER SHEET GR-1 (WOOD POSTS) OR GR-1B (STEEL POSTS).2. INSTALLATION DETAILS FOR BRIDGE END SECTION GUARDRAIL POSTS3. THE HEIGHT OF RAIL AT THE BRIDGE END IS 560 mm AND WILL BETRANSITIONED TO 550 mm AT POST 6. THIS TRANSITION WILL BEA LINEAR TRANSITION IN THE VERTICAL PLANE.4. GUARDRAIL ELEMENTS SHALL BE LAPPED IN THE DIRECTION OF TRAFFIC.THE ONLY EXCEPTION NOTED IS THAT GUARDRAIL IS TO BE LAPPEDFOR APPROACHING TRAFFIC ON A BRIDGE WITH 2-WAY TRAFFIC.23.6(MAX.)WILL BE FOUND ON EITHER SHEET GR-2C (WOOD POSTS) OR GR-2D (STEEL POSTS).HARDENED ROUNDWASHER "E"FASTENER DETAILSDATE REVISION BY522.525 X 18-mmSLOTRECTANGULARGUARDRAILPLATE WASHERALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONGUARDRAIL:BRIDGE END SECTIONTYPE "D" MODIFIEDISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGR-2BSHEET NUMBER6186RDEPAR TMENTO FT RANSPOTATI O N

ABGUARDRAIL BOLT "E" WITHPLAIN ROUND WASHER "F"UNDER NUT AND RECTANGULARGUARDRAIL PLATE WASHERUNDER HEAD FOR POSTS 1THRU 3.250 X 250-mm WOOD POST, 1830 mm LONG,WITH 150 X 200-mm WOOD BLOCKOUT,360 mm LONG, FOR POSTS 1 THRU 3.PAY LIMITS FOR TYPE "H" BRIDGE END SECTIONGUARDRAIL BOLT "D" WITH PLAIN ROUND150 X 200-mm WOOD POST, 1830 mm LONG,WASHER "F" UNDER NUT ANDWITH 150 X 200-mm WOOD BLOCKOUT,RECTANGULAR GUARDRAIL PLATE360 mm LONG, FOR POSTS 4 AND 5.WASHER UNDER HEAD FOR POSTS 4 AND 5.STANDARD "W" BEAM INSTALLATIONSTATEMISS.PROJECT NO.7620(SEE GENERAL NOTE 1.)3181.5952.5952.5 952.5952.5 952.51905102101CONCRETEBRIDGE RAILBRIDGE ENDTERMINALOFFSET BLOCK56230POST1POST2POST3POST4POST5POST650150180"W" BEAM TERMINAL CONNECTOR. TERMINAL CONNECTOR ISGUARDRAILCURB LINEFASTENED TO "W" BEAM GUARDRAIL SECTION WITH EIGHT (8) EACH,GUARDRAIL BOLT "A" AND RECESSED NUT.GUARDRAILSPLICEFACE OFGUARDRAILSPLICETRAFFIC2.3-m CURB TRANSITIONPLANHARDENED ROUNDABACKUPPLATE UNDERGUARDRAILBHARDENED ROUND WASHER "E",UNDER HEAD,CONCRETEBRIDGE RAILWASHER "E",UNDER HEAD,TWO (2) REQUIRED.CONCRETEBRIDGE RAIL8620 X 65-mm SLOTTEDHOLE (BOLT NOTREQUIRED)312760PLAN24 X 30-mm SLOTFOR GUARDRAILBOLT "A" (TYP.)24-mm DIA.HOLES (TYP.)90 9020 X 65-mmSLOT300150 150 83312FOUR (4) REQUIRED."W" BEAMGUARDRAIL"W" BEAMTERMINAL CONNECTOREIGHT (8) EACH, GUARDRAILBOLT "A" AND RECESSED NUT.CURBFACE(SEE GENERAL NOTE 2.)GUARDRAIL ANCHORASSEMBLY "GA2"(INSTALLED DURINGBRIDGE CONSTRUCTION)HSS HEX NUT AND BOLT "C",250 mm LONG, FOUR (4)REQUIRED.BEVELED WASHER, FOUR (4)REQUIRED."W" BEAMGUARDRAILGUARDRAIL BOLT "B"AND RECESSED NUTWITH RECTANGULARGUARDRAIL PLATEWASHER UNDER HEAD.BRIDGE ENDTERMINALOFFSET BLOCKCURBFACE"W" BEAMBACKUPPLATE(SEE GENERAL NOTE 2.)GUARDRAIL ANCHORASSEMBLY "GA1"(INSTALLED DURINGBRIDGE CONSTRUCTION)HSS HEX NUT AND BOLT "C",250 mm LONG, TWO (2) REQUIRED.BEVELED WASHER, TWO (2)REQUIRED.75 108 108 216 101 10250ELEVATION"W" BEAM TERMINAL CONNECTORNOTE: THE "W" BEAM TERMINAL CONNECTOR IS USEDWITH THE TYPE "H" BRIDGE END SECTION.THE CROSS-SECTIONAL DIMENSIONS OF THIS PART AREIDENTICAL TO THE STANDARD "W" BEAM SECTION(AASHTO M 180 CLASS B, TYPE II)."W" BEAMBACKUP PLATENOTE: THE "W" BEAM BACK-UP PLATE IS USEDUNDER THE "W" BEAM RAIL SECTION WHEREINDICATED ON THIS SHEET. THE CROSS-SECTIONALDIMENSIONS OF THIS PART ARE IDENTICAL TOTHOSE OF THE STANDARD "W" BEAM RAIL SECTION.RIDING SURFACEOF BRIDGE DECKSECTION A-ARIDING SURFACEOF BRIDGE DECKSECTION B-BGENERAL NOTES:1. ALL NOTES AND DETAILS PERTAINING TO NORMAL "W" BEAM GUARDRAILINSTALLATION NOT SPECIFICALLY MODIFIED ON THIS SHEET WILL BEFOUND ON SHEET GR-1 (WOOD POSTS).2. THE HEIGHT OF RAIL AT THE BRIDGE END IS 530 mm AND WILL BE24-mm DIA.TRANSITIONED TO 550 mm AT POST 6. THIS TRANSITION WILL BE20-mmDIA. HOLES2810328FRONT FACE165165HOLES106SIDE23050 50DETAIL OF BRIDGE ENDTERMINAL OFFSET BLOCK330W100 X 19.3ASSPECIFIED22M22-2.5 THREADPITCH23.636.0(MAX.)(MAX.)HIGH-STRENGTH STRUCTURALHEX NUT AND BOLT "C"(ASTM A 325M)44.003.40(MAX.)(MIN.) 24.00(MIN.)54522.57537.525 X 18-mmSLOTHARDENED ROUNDRECTANGULARWASHER "E"GUARDRAILPLATE WASHERFASTENER DETAILS241:9 SLOPE(MIN.)7.545(MIN.)(MAX.)BEVELED WASHER45(MAX.)A LINEAR TRANSITION IN THE VERTICAL PLANE.3. GUARDRAIL ELEMENTS SHALL BE LAPPED IN THE DIRECTION OF TRAFFIC.THE ONLY EXCEPTION NOTED IS THAT GUARDRAIL IS TO BE LAPPEDFOR APPROACHING TRAFFIC ON A BRIDGE WITH 2-WAY TRAFFIC.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONGUARDRAIL:BRIDGE END SECTIONTYPE "H"ISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLAN(WOOD POSTS)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGR-2CSHEET NUMBER6187RDEPAR TMENTO FT RANSPOTATI O N

ABGUARDRAIL BOLT "C" WITHRECESSED NUT ANDRECTANGULAR GUARDRAILPLATE WASHER UNDERHEAD FOR POSTS 1 THRU 5.600 X 300-mm STEEL SOIL BEARINGPLATE, 6 mm THICK, WELDED TOPOSTS 1 THRU 3. WELD TOP, BOTTOMAND THREE 75-mm WELDS ON EACH SIDE.W150 X 13.5 STEEL POST, 1830 mm LONG,WITH 150 X 200-mm MODIFIED WOODBLOCKOUT, 360 mm LONG, FOR POSTS1 THRU 5.STATEMISS.PROJECT NO.PAY LIMITS FOR TYPE "H" BRIDGE END SECTIONSTANDARD "W" BEAM INSTALLATION7620(SEE GENERAL NOTE 1.)3181.5952.5952.5 952.5952.5 952.51905102101CONCRETEBRIDGE RAILBRIDGE ENDTERMINALOFFSET BLOCK56230POST1POST2POST3POST4POST5POST650150180"W" BEAM TERMINAL CONNECTOR. TERMINAL CONNECTOR ISGUARDRAILCURB LINEFASTENED TO "W" BEAM GUARDRAIL SECTION WITH EIGHT (8) EACH,GUARDRAIL BOLT "A" AND RECESSED NUT.GUARDRAILSPLICEFACE OFGUARDRAILSPLICETRAFFIC2.3-m CURB TRANSITIONPLANHARDENED ROUNDABACKUPPLATE UNDERGUARDRAILBHARDENED ROUND WASHER "E",UNDER HEAD,CONCRETEBRIDGE RAILWASHER "E",UNDER HEAD,TWO (2) REQUIRED.CONCRETEBRIDGE RAIL8620 X 65-mm SLOTTEDHOLE (BOLT NOTREQUIRED)312760PLAN24 X 30-mm SLOTFOR GUARDRAILBOLT "A" (TYP.)24-mm DIA.HOLES (TYP.)90 9020 X 65-mmSLOT300150 150 83312FOUR (4) REQUIRED."W" BEAMGUARDRAIL"W" BEAMTERMINAL CONNECTOREIGHT (8) EACH, GUARDRAILBOLT "A" AND RECESSED NUT.CURBFACE(SEE GENERAL NOTE 2.)GUARDRAIL ANCHORASSEMBLY "GA2"(INSTALLED DURINGBRIDGE CONSTRUCTION)HSS HEX NUT AND BOLT "C",250 mm LONG, FOUR (4)REQUIRED.BEVELED WASHER, FOUR (4)REQUIRED."W" BEAMGUARDRAILGUARDRAIL BOLT "B"AND RECESSED NUTWITH RECTANGULARGUARDRAIL PLATEWASHER UNDER HEAD.BRIDGE ENDTERMINALOFFSET BLOCKCURBFACE"W" BEAMBACKUPPLATE(SEE GENERAL NOTE 2.)GUARDRAIL ANCHORASSEMBLY "GA1"(INSTALLED DURINGBRIDGE CONSTRUCTION)HSS HEX NUT AND BOLT "C",250 mm LONG, TWO (2) REQUIRED.BEVELED WASHER, TWO (2)REQUIRED.75 108 108 216 101 10250ELEVATION"W" BEAM TERMINAL CONNECTORNOTE: THE "W" BEAM TERMINAL CONNECTOR IS USEDWITH THE TYPE "H" BRIDGE END SECTION.THE CROSS-SECTIONAL DIMENSIONS OF THIS PART AREIDENTICAL TO THE STANDARD "W" BEAM SECTION(AASHTO M 180 CLASS B, TYPE II)."W" BEAMBACKUP PLATENOTE: THE "W" BEAM BACK-UP PLATE IS USEDUNDER THE "W" BEAM RAIL SECTION WHEREINDICATED ON THIS SHEET. THE CROSS-SECTIONALDIMENSIONS OF THIS PART ARE IDENTICAL TOTHOSE OF THE STANDARD "W" BEAM RAIL SECTION.RIDING SURFACEOF BRIDGE DECKSECTION A-ARIDING SURFACEOF BRIDGE DECKSECTION B-BGENERAL NOTES:1. ALL NOTES AND DETAILS PERTAINING TO NORMAL "W" BEAM GUARDRAILINSTALLATION NOT SPECIFICALLY MODIFIED ON THIS SHEET WILL BEFOUND ON SHEET GR-1B (STEEL POSTS).2. THE HEIGHT OF RAIL AT THE BRIDGE END IS 530 mm AND WILL BE24-mm DIA.TRANSITIONED TO 550 mm AT POST 6. THIS TRANSITION WILL BE20-mmDIA. HOLES2810328FRONT FACE165165HOLES106SIDE23050 50DETAIL OF BRIDGE ENDTERMINAL OFFSET BLOCK330W100 X 19.3ASSPECIFIED22M22-2.5 THREADPITCH23.636.0(MAX.)(MAX.)HIGH-STRENGTH STRUCTURALHEX NUT AND BOLT "C"(ASTM A 325M)44.003.40(MAX.)(MIN.) 24.00(MIN.)54522.57537.525 X 18-mmSLOTHARDENED ROUNDRECTANGULARWASHER "E"GUARDRAILPLATE WASHERFASTENER DETAILS241:9 SLOPE(MIN.)7.545(MIN.)(MAX.)BEVELED WASHER45(MAX.)A LINEAR TRANSITION IN THE VERTICAL PLANE.3. GUARDRAIL ELEMENTS SHALL BE LAPPED IN THE DIRECTION OF TRAFFIC.THE ONLY EXCEPTION NOTED IS THAT GUARDRAIL IS TO BE LAPPEDFOR APPROACHING TRAFFIC ON A BRIDGE WITH 2-WAY TRAFFIC.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONGUARDRAIL:BRIDGE END SECTIONTYPE "H"ISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLAN(STEEL POSTS)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGR-2DSHEET NUMBER6188RDEPAR TMENTO FT RANSPOTATI O N

ASTATEPROJECT NO.BMISS.PAY LIMITS FOR TYPE "G" MODIFIED BRIDGE END SECTIONSTANDARD "W" BEAM INSTALLATION7620(SEE GENERAL NOTE 1.)3181.5952.5952.5 952.5952.5 952.51905102101CONCRETE51230BRIDGE RAIL50150180POST1POST2POST3POST4POST5POST6"W" BEAM TERMINAL CONNECTOR. TERMINAL CONNECTOR ISGUARDRAILCURB LINEFASTENED TO "W" BEAM GUARDRAIL SECTION WITH EIGHT (8) EACH,GUARDRAIL BOLT "A" AND RECESSED NUT.SEE GUARDRAILCONNECTION DETAILSGUARDRAILSPLICEFACE OFGUARDRAILCENTERLINE OF POST HOLESIN "W" BEAM GUARDRAIL(SEE GENERAL NOTE 2.)SPLICETRAFFIC86A7602.3-m CURB TRANSITIONBPLANTHESE SLOTS AREUSED TO FASTENGUARDRAIL.400CLC LCL(SLOTS) (PLATE) (SLOTS)132 108 108 5224 X 30-mmSLOTTED HOLESIN "W" BEAMSECTION (TYP.)"W" BEAMGUARDRAIL+90-1255 300516300150GUARDRAIL ANCHORASSEMBLY (INSTALLEDDURING BRIDGECONSTRUCTION)24 X 30-mm SLOT5300 5 30020 X 65-mm SLOTTEDHOLE (BOLT NOTREQUIRED)312PLANFOR GUARDRAILBOLT "A" (TYP.)24-mm DIA.HOLES (TYP.)90 90310909065651610130010250312PLATE "Y"101665909065310OPTIONAL 20 X 65-mmSLOTTED HOLE IN "W" BEAMSECTION (BOLT NOTREQUIRED)."W" BEAMSECTION, 400 mmLONG (AASHTO M 18097975300 X 125 X 16-mmPLATE125BOTHBOTHSIDESBOTH5 SIDES SIDES 5BOTHSIDESPLATE "Y"526512590 90180HSS HEX NUTAND BOLT "C",250-mm LONGFOUR (4) REQUIRED.75 108 108 216 101 10250ELEVATION"W" BEAM TERMINAL CONNECTORNOTE: THE "W" BEAM TERMINAL CONNECTOR IS USEDWITH THE TYPE "G" MODIFIED BRIDGE END SECTION.THE CROSS-SECTIONAL DIMENSIONS OF THIS PART AREIDENTICAL TO THE STANDARD "W" BEAM SECTION(AASHTO M 180 CLASS B, TYPE II).24-mm DIA.HOLES (TYP.)DETAIL OF PLATE "Y"24-mm HOLESIN PLATE "Y"(TYP.)10151 51 50300FACE ELEVATION300 X 125 X 16-mmPLATE, TWO (2)REQUIRED, TOPAND BOTTOM.CLASS B, TYPE II)TWO (2) EACH, GUARDRAILBOLT "A" AND RECESSED NUT.5530030055300 X 125 X 16-mmPLATE300300SECTIONHARDENED ROUNDWASHER "E", ONE (1)UNDER HEAD ANDONE (1) UNDER NUT,EIGHT (8) REQUIRED.GUARDRAIL CONNECTION DETAILSGENERAL NOTES:HARDENED ROUND WASHER "E",UNDER HEAD,FOUR (4) REQUIRED."W" BEAMGUARDRAILEIGHT (8) EACH, GUARDRAILBOLT "A" AND RECESSED NUT."W" BEAMTERMINAL CONNECTORCURBFACERIDING SURFACEOF BRIDGE DECK(SEE GENERAL NOTE 3.)SECTION A-ACONCRETEBRIDGE RAILGUARDRAIL ANCHORASSEMBLY (INSTALLEDDURING BRIDGECONSTRUCTION)HSS HEX NUT ANDBOLT "C", 250 mmLONG, FOUR (4) REQUIRED."W" BEAMSECTION, 400 mmLONG (AASHTO M 180CLASS B, TYPE II)"W" BEAMGUARDRAILTWO (2) EACH, GUARDRAILBOLT "A" AND RECESSED NUT.BEVELED WASHER,FOUR (4) REQUIRED.CURBFACERIDING SURFACEOF BRIDGE DECK(SEE GENERAL NOTE 3.)SECTION B-BCONCRETEBRIDGE RAILGUARDRAIL ANCHORASSEMBLY (INSTALLEDDURING BRIDGECONSTRUCTION)HSS HEX NUTAND BOLT "C", 250 mmLONG, FOUR (4) REQUIRED.HARDENED ROUNDWASHER "E", ONE (1)UNDER HEAD ANDONE (1) UNDER NUT,EIGHT (8) REQUIRED.5ASSPECIFIED4522.5RECTANGULARBEVELED WASHERGUARDRAILPLATE WASHER22752437.51:9 SLOPE(MIN.)7.525 X 18-mm (MIN.)45SLOT(MAX.)44.00M22-2.5 THREAD3.40PITCH(MAX.)(MIN.) 24.00(MIN.)23.636.0(MAX.)(MAX.)HIGH-STRENGTH STRUCTURAL HARDENED ROUNDHEX NUT AND BOLT "C"WASHER "E"(ASTM A 325M)FASTENER DETAILS45(MAX.)1. ALL NOTES AND DETAILS PERTAINING TO NORMAL "W" BEAM GUARDRAILINSTALLATION NOT SPECIFICALLY MODIFIED ON THIS SHEET WILL BEFOUND ON EITHER SHEET GR-1 (WOOD POSTS) OR GR-1B (STEEL POSTS).2. INSTALLATION DETAILS FOR BRIDGE END SECTION GUARDRAIL POSTSWILL BE FOUND ON EITHER SHEET GR-2C (WOOD POSTS) OR GR-2D(STEEL POSTS).3. THE HEIGHT OF RAIL AT THE BRIDGE END IS 530 mm AND WILL BETRANSITIONED TO 550 mm AT POST 6. THIS TRANSITION WILL BEA LINEAR TRANSITION IN THE VERTICAL PLANE.4. GUARDRAIL ELEMENTS SHALL BE LAPPED IN THE DIRECTION OF TRAFFIC.THE ONLY EXCEPTION NOTED IS THAT GUARDRAIL IS TO BE LAPPEDFOR APPROACHING TRAFFIC ON A BRIDGE WITH 2-WAY TRAFFIC.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONGUARDRAIL:BRIDGE END SECTIONTYPE "G" MODIFIEDISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGR-2ESHEET NUMBER6189RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.PAY LIMITS FOR TYPE "I" BRIDGE END SECTION1STANDARD "W" BEAMMISS.GUARDRAIL INSTALLATION300 X 530-mm THRIE-BEAMTERMINAL CONNECTOR PLATE,16 mm THICK.BRIDGERAIL1905952.5 952.5952.5 952.5(SEE SHEET GR-1)190522M22-2.5 THREADPITCH3.00(MIN.)44.00(MAX.)17.25(MIN.)4537.575OUTERTHRIE-BEAMINNERTHRIE-BEAMNESTED THRIE-BEAM SECTIONFACE OF GUARDRAIL536.0 23.6AS(MAX.)(MAX.)SPECIFIEDHIGH-STRENGTH STRUCTURAL PLAIN ROUND WASHER "F"HEX NUT AND BOLT "C"FASTENER DETAILS22.525 X 18-mmSLOTRECTANGULARGUARDRAILPLATE WASHER(TWO SECTIONS OF THRIE-BEAM, ONE SET INSIDE THE OTHER)GALVANIZED STEEL 16d COMMONHSS HEX NUT AND BOLT "C"450 mm LONG. FIVE (5)REQUIRED.BRIDGE RAILGUARDRAIL BOLT "E" WITH RECTANGULAR GUARDRAILPLATE WASHER UNDER HEAD AND PLAIN ROUNDWASHER "F" UNDER RECESSED NUT FOR POSTS 1 AND 2.PLANAGUARDRAIL BOLT "D" WITH RECTANGULAR GUARDRAILPLATE WASHER UNDER HEAD AND PLAIN ROUNDWASHER "F" UNDER RECESSED NUT FOR POSTS 3 THRU 6.NAIL (DRIVE NAIL AT CENTER OFPOST AND BLOCKOUT AFTERBOLT IS INSTALLED)"W" THRIE-BEAM TRANSITION SECTIONGUARDRAIL BOLT "E" WITHRECTANGULAR PLATE WASHERUNDER HEAD.150 X 200-mm WOODBLOCKOUT, 554 mm LONG(SEE SHEET GR-1A).554RECESSED NUT WITHPLAIN ROUND WASHER "F"SEE GUARDRAILSPLICE DETAILON THIS SHEET.SEE GUARDRAIL SPLICEDETAIL ON SHEET GR-1.5501830THRIE-BEAMTERMINALCONNECTORTWELVE (12) EACH, GUARDRAIL BOLTS "A"AND RECESSED NUTS, REQUIREDTO CONNECT NESTED THRIE-BEAMSECTIONS TO TERMINAL CONNECTORPLATE.508FOR GUARDRAILBOLT "A" (TYP.)OPTIONAL: 20 x 65-mmGUARDRAIL BOLT SLOT (TYP.).HOLES USED ONLY WHERESPECIFIED ON PLANS.8624 X 45-mm SLOT157 194 157NOTES:75GUARDRAIL BOLT "A"WITH RECTANGULARGUARDRAIL PLATE WASHERUNDER HEAD ANDPLAIN ROUND WASHER "F"UNDER RECESSEDNUT TO CONNECTTWO RAIL SECTIONS.24 DIA. HOLES(7 PLACES)108 108 216IN FLAT10150 (TYP.)250 X 250-mmWOOD POST,1830 mm LONG,WITH 150 X 200-mmWOOD BLOCKOUT,554 mm LONG, FORPOSTS 1 AND 2.102THRIE-BEAM TERMINAL CONNECTOR1. THE THRIE-BEAM TERMINAL CONNECTOR IS TO BEAASHTO M 180 CORRUGATED SHEET STEEL, CLASS B, TYPE I.2. ALTERNATIVELY, THE SPLICE SLOTS CAN BE ORIENTED PARALLELTHE 50 SLOT VERSION IS EASIER TO INSTALL WHERE SEVERAL5060194 19460POST120 DIA. HOLES(2 PLACES)TO THE LONGITUDINAL AXIS OF THE TERMINAL CONNECTOR. HOWEVER,GUARDRAIL SECTIONS ARE NESTED TOGETHER.24 X 30-mmSLOT FORGUARDRAIL BOLT"A" (TYP.)52POST2320(LAP)C L108 108200ELEVATION52POSTELEVATION FROM C ROADWAYL150AWITH PLAIN3RECESSED NUTROUND WASHER "F"20 X 65-mmSLOT FORGUARDRAILBOLT "D"(TYP.)200SECTIONGUARDRAIL SPLICE DETAIL(POST 3)200POST834GUARDRAIL BOLT "D"WITH RECTANGULARPLATE WASHER UNDERHEAD.6083 8328508180194POST5200 X 200-mm WOOD POST,1830 mm LONG, WITH150 X 200-mm WOOD BLOCKOUT,554 mm LONG, FOR POSTS 3 AND 4.TWELVE (12) EACH, GUARDRAILBOLTS "A" AND RECESSEDNUTS, REQUIRED PER SLICE.180NOTES:1830180194200 X 200-mm WOODPOST, 1830 mm LONG, WITH150 X 200-mm WOOD BLOCKOUT,360 mm LONG, FOR POSTS 5 AND 6.GENERAL NOTES:250FRONT FACEPOST20 DIA.(TYP.)150FACEPOST1. THIS GUARDRAIL TRANSITION IS APPROPRIATE6FOR A CONNECTION TO A VERTICAL CONCRETESHAPE AND SHOULD NOT BE CONNECTED DIRECTLYTO A CONCRETE SAFETY SHAPE. CONCRETESAFETY SHAPE BARRIERS SHOULD BE TRANSITIONEDTO A VERTICAL SHAPE AT THE GUARDRAILCONNECTION. BRIDGE RAIL ENDS AND BRIDGEPARAPETS MUST BE OF ADEQUATE STRENGTH TOACCEPT FULL IMPACT LOADING.554BLOCKOUT200SIDEDETAILS OF THRIE-BEAM POST AND BLOCKOUT(POST 1 AND POST 2)1. HOLE DETAILS ARE REQUIRED ON ALL WOOD POSTS AND BLOCKOUTS.2. WOOD POSTS AND BLOCKOUTS ARE FABRICATED FROM TREATEDTIMBER UNLESS SPECIFIED OTHERWISE ON THE PLANS.3. ALL HOLES IN BOTH POSTS AND BLOCKOUTS ARE 20 mm IN DIAMETER.180194250 X 250-mm WOODPOST, 1830 mm LONG*1:10 SLOPEOR FLATTER250SECTION A-AGENERAL NOTES (CONTINUED):3. GUARDRAIL SHALL MEET THE REQUIREMENTS OF AASHTO M 180,CLASS A, TYPE 1 UNLESS OTHERWISE DESIGNATED.4. THE TYPE "I" TRANSITION IS USED ON BOTH LEFT AND RIGHTSIDES OF EACH BRIDGE APPROACH WITH 2-WAY TRAFFIC AND THEGUARDRAIL SECTIONS SHALL BE LAPPED IN THE DIRECTION OF THEAPPROACHING TRAFFIC.6. FOR FASTENER DETAILS NOT FOUND ON THIS SHEET, SEE SHEET GR-1.7. DETAILS PERTINENT TO THE STANDARD INSTALLATION OF "W" ANDTHRIE-BEAM SECTIONS NOT SPECIFICALLY MODIFIED ON THIS SHEET8. FOR OTHER DETAILS OF POSTS, POST ACCESSORIES, FASTENERS& RAIL ELEMENTS, SEE AASHTO-AGC-ARTBA JOINT TASKFORCE NO. 13, TITLED "A GUIDE TO STANDARDIZED HIGHWAYBARRIER HARDWARE," LATEST EDITION.*600(MIN.)NOTE: UNLESS SPECIFIED OTHERWISE ON THE PLANS.2. SEE RAILING DETAILS IN BRIDGE DRAWINGS FOR OTHER DETAILS.5. ALL WOOD POSTS AND BLOCKOUTS SHALL BE TREATED TIMBERIN ACCORDANCE WITH MISSISSIPPI DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS.WILL BE FOUND ON SHEETS GR-1 AND GR-1A, RESPECTIVELY.1S.W.R.STANDARD ’W’ BEAM12-1-99DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONGUARDRAIL:BRIDGE END SECTIONTYPE "I"ISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLAN(WOOD POSTS)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGR-2FSHEET NUMBER6190RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.PAY LIMITS FOR TYPE "I" BRIDGE END SECTIONSTANDARD "W" BEAM GUARDRAIL INSTALLATIONMISS.(SEE SHEET GR-1B)300 X 530-mm THRIE-BEAMTERMINAL CONNECTOR PLATE,16 mm THICK.476.25476.25 952.5 952.5 952.5952.5 952.51905M22-2.5 THREADPITCH3.00(MIN.)44.00(MAX.)17.2537.575(MIN.)45BRIDGE22RAILCURBLINEHSS HEX NUT AND BOLT "C",250 mm LONG, FIVE (5)REQUIRED.BRIDGE RAILINNERTHRIE-BEAMOUTERTHRIE-BEAMNESTED THRIE-BEAM SECTION(TWO SECTIONS OF THRIE-BEAM, ONE SET INSIDE THE OTHER)GUARDRAIL BOLT "B" WITH RECTANGULAR GUARDRAILPLATE WASHER UNDER HEAD AND PLAIN ROUNDWASHER "F" UNDER RECESSED NUT FOR POSTS 1THRU 6.PLANAFACE OF GUARDRAILGUARDRAIL BOLT "C" WITHRECTANGULAR GUARDRAIL PLATEWASHER UNDER HEAD AND PLAINROUND WASHER "F" UNDER NUTFOR POST 7."W" THRIE-BEAMTRANSITION SECTION(SEE SHEET GR-1C).536.023.6AS(MAX.)(MAX.)SPECIFIEDTWO (2) EACH, HEX NUTGUARDRAIL BOLT "B" WITH RECTANGULARW150 X 13.5 AND BOLT "F", 40 mm LONG,GUARDRAIL PLATE WASHERSTEEL BLOCKOUT, REQUIRED (ONE (1) AT TOPUNDER HEAD AND PLAIN ROUND554 mm LONG AND ONE (1) AT BOTTOM,WASHER "F" UNDER RECESSED NUT.OPPOSITE SIDES).22.525 X 18-mmSLOTHIGH-STRENGTH STRUCTURAL PLAIN ROUND WASHER "F" RECTANGULARHEX NUT AND BOLT "C"GUARDRAILPLATE WASHERFASTENER DETAILS554W150 X 13.5STEEL POST,SEE GUARDRAILSPLICE DETAILON THIS SHEET.SEE GUARDRAIL SPLICEDETAIL ON SHEET GR-1B.5501:10 SLOPE*600(MIN.)1980 mm LONG1980OR FLATTERTHRIE-BEAMTERMINALCONNECTORTWELVE (12) EACH, GUARDRAILBOLTS "A" AND RECESSED NUTS,REQUIRED TO CONNECT NESTEDTHRIE-BEAM SECTIONS TO TERMINALCONNECTOR PLATE.508FOR GUARDRAILBOLT "A" (TYP.)OPTIONAL: 20 x 65-mmGUARDRAIL BOLT SLOT (TYP.).HOLES USED ONLY WHERESPECIFIED ON PLANS.8624 X 45-mm SLOT157 194 157NOTES:75POST124 DIA HOLES(7 PLACES)108 108 216IN FLATPOST10150 (TYP.)102AASHTO M 180 CORRUGATED SHEET STEEL, CLASS B, TYPE I.2. ALTERNATIVELY, THE SPLICE SLOTS CAN BE ORIENTED PARALLELTHE 50 SLOT VERSION IS EASIER TO INSTALL WHERE SEVERAL2TWO (2) ADDITIONAL HOLESREQUIRED IN EACH THRIE-BEAMNO FIELD DRILLING PERMITTED.50194 1946060POSTHOLES ARE TO BE SHOP PUNCHED3SECTION TO ACCOMMODATE POST 1.OR DRILLED BEFORE GALVANIZATION.THRIE-BEAM TERMINAL CONNECTOR1. THE THRIE-BEAM TERMINAL CONNECTOR IS TO BE20 DIA. HOLES(2 PLACES)TO THE LONGITUDINAL AXIS OF THE TERMINAL CONNECTOR. HOWEVER,GUARDRAIL SECTIONS ARE NESTED TOGETHER.24 X 30-mmSLOT FORGUARDRAIL BOLT"A" (TYP.)52POST4320(LAP)C L108 10852GUARDRAIL100BOLT "B"150ELEVATIONAPOSTELEVATION FROM C ROADWAYLNOTE: BACKUP PLATES ARE NOT USED IN THIS TRANSITION.5TWO (2) EACH, HEX NUTAND BOLT "F", 40 mm LONG,REQUIRED (ONE (1) AT TOPAND ONE (1) AT BOTTOM,OPPOSITE SIDES).W150 X 13.5STEEL POSTW150 X 13.5STEEL BLOCKOUT20 X 65-mmSLOT FOR(TYP.)GUARDRAIL SPLICE DETAIL(POST 5)150SECTIONPOST6GUARDRAIL BOLT "B"AND RECESSED NUT836083 8328508180194POST7W150 X 13.5 STEEL POST,1980 mm LONG, WITHW150 X 13.5 STEEL BLOCKOUT,554 mm LONG, FOR POSTS 1 THRU 6.TWELVE (12) EACH, GUARDRAILBOLTS "A" AND RECESSED NUTS,REQUIRED PER SPLICE.1801980149256W150 X 13.5 STEEL POST,1830 mm LONG, WITH150 X 200-mm MODIFIED WOODBLOCKOUT, 360 mm LONG, FORPOSTS 7 AND 8 (SEE SHEET GR-1B).20100602020 DIA.(TYP.)10060POSTFACE149256150SIDE1801942010060GUARDRAILFACEDETAILS OF THRIE-BEAM POST AND BLOCKOUTNOTES:GENERAL NOTES:FRONT FACEPOST1. THIS GUARDRAIL TRANSITION IS APPROPRIATE1. HOLE DETAILS ARE REQUIRED FOR POSTS AND BLOCKOUTS 1 THRU 6.2. STEEL POSTS AND BLOCKOUTS ARE FABRICATED FROM W150 X 13.5STRUCTURAL STEEL SHAPES.FOR CONNECTION TO A MODIFIED RECEIVER CAST INTOA SAFETY SHAPE AND SHOULD NOT BE CONNECTEDDIRECTLY TO A CONCRETE SAFETY SHAPE.2. SEE RAILING DETAILS IN BRIDGE DRAWINGSFOR OTHER DETAILS.BLOCKOUT(POST 1 THRU POST 6)3. ALL HOLES IN BOTH POSTS AND BLOCKOUTS ARE 20 mm IN DIAMETER.554*150GENERAL NOTES (CONTINUED):SECTION A-ANOTE: UNLESS SPECIFIED OTHERWISE ON THE PLANS.3. GUARDRAIL SHALL MEET THE REQUIREMENTS OF AASHTO M 180,CLASS A, TYPE 1 UNLESS OTHERWISE DESIGNATED.4. THE TYPE "I" TRANSITION IS USED ON BOTH LEFT AND RIGHTSIDES OF EACH BRIDGE APPROACH WITH 2-WAY TRAFFIC AND THEGUARDRAIL SECTIONS SHALL BE LAPPED IN THE DIRECTION OF THEAPPROACHING TRAFFIC.5. POSTS AND BLOCKOUTS SHALL CONFORM TO AASHTO M 270/M 270M(ASTM A 709/A 709M) GRADE 250 STEEL UNLESS CORROSION RESISTANTSTEEL IS REQUIRED IN WHICH CASE GRADE 50W STEEL SHALL BEUSED. THE STRUCTURAL W150 X 13.5 DIMENSIONS ARE DEFINED INAASHTO M 160/A 160M (ASTM A 6/A 6M). THE SECTION SHOULD BEZINC-COATED PER AASHTO M 111 (ASTM A 123) AFTER CUTTING, DRILLINGAND PUNCHING. CORROSION RESISTANT STEEL SHOULD NOT BEZINC-COATED PAINTED OR OTHERWISE TREATED. GUARDRAIL IS EXEMPTFROM THE FRACTURE-CRITICAL TOUGHNESS IN AASHTO M 270/M 270M.6. FOR FASTENER DETAILS NOT FOUND ON THIS SHEET, SEE SHEET GR-1B.7. DETAILS PERTINENT TO THE STANDARD INSTALLATION OF "W" ANDTHRIE-BEAM SECTIONS NOT SPECIFICALLY MODIFIED ON THIS SHEETWILL BE FOUND ON SHEETS GR-1B AND GR-1C, RESPECTIVELY.8. FOR OTHER DETAILS OF POSTS, POST ACCESSORIES, FASTENERS& RAIL ELEMENTS, SEE AASHTO-AGC-ARTBA JOINT TASKFORCE NO. 13, TITLED "A GUIDE TO STANDARDIZED HIGHWAYBARRIER HARDWARE," LATEST EDITION.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONGUARDRAIL:BRIDGE END SECTIONTYPE "I"ISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLAN(STEEL POSTS)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGR-2GSHEET NUMBER6191RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.ROUNDED "W" BEAMEND SECTION"W" BEAM TERMINALEND SECTIONNOTE: THE "POST 2" ASSEMBLY DEPENDS ON WHETHER THE TRAILINGEND TERMINAL IS ATTACHED TO THE STANDARD WOOD OR STEELPOST "W" BEAM GUARDRAIL INSTALLATION AS FOLLOWS:75 (MIN.)1. WOOD POST INSTALLATION (SHOWN)"W" BEAM TERMINAL RAIL SECTION, 150 X 200-mm WOOD BLOCKOUT,360 mm LONG, AND 150 X 200-mm WOOD POST, 1625 mm LONG,CABLE ANCHORASSEMBLYGUARDRAILANCHORATTACHED WITH GUARDRAIL BOLT "D" AND RECESSED NUT. INSTALLRECTANGULAR GUARDRAIL PLATE WASHER UNDER HEAD AND PLAINROUND WASHER "F" UNDER RECESSED NUT.160 R610 X 460-mm STEELBRACKET2. STEEL POST INSTALLATION"W" BEAM TERMINAL RAIL SECTION, 150 X 200-mm MODIFIED30FOUNDATION TUBE SOILWOOD BLOCKOUT, 360 mm LONG, AND W150 X 13.5 STEEL POST,POST1PLATE, 6 mm THICKPLANPOST21830 mm LONG, ATTACHED WITH GUARDRAIL BOLT "C"AND RECESSED NUT. INSTALL RECTANGULAR GUARDRAILPLATE WASHER UNDER GUARDRAIL BOLT HEAD.24 X 30-mm SLOT FORGUARDRAIL BOLT "A" (TYP.)GUARDRAIL BOLT "C" WITH RECTANGULARGUARDRAIL PLATE WASHER UNDER HEADAND PLAIN ROUND WASHER "F" UNDERRECESSED NUT19051905 TO NEXT POST(STANDARD WOOD OR STEEL POST "W" BEAM GUARDRAIL INSTALLATION)140 X 190-mm WOOD TERMINALPOST, 1080 mm LONG"W" BEAM TERMINALRAIL SECTIONHEX NUT AND BOLT "F",40 mm LONG (TYP.),EIGHT (8) REQUIREDGALVANIZED STEEL 16d COMMONNAIL (DRIVE NAIL AT CENTER OFPOST AND BLOCKOUT AFTERPOST IS INSTALLED)31241050216190(VARIES)550GUARDRAIL BOLT "A" ANDRECESSED NUT (TYP.),FOUR (4) REQUIRED.CABLE ANCHORASSEMBLYGUARDRAILANCHORBRACKETROUNDED "W" BEAM END SECTIONNOTE: THE CROSS-SECTIONAL DIMENSIONS FOR THISPART ARE TO FIT OVER THE STANDARD "W" BEAM SECTION.GENERAL NOTES:SEE DETAIL A1. THIS ANCHORAGE MAY ONLY BE USED ON THE TRAILING END OFA BARRIER WHICH IS NOT EXPOSED TO VEHICULAR IMPACT.2. GUARDRAIL SHALL MEET THE REQUIREMENTS OF AASHTO M 180,SEE DETAIL B1525610 X 460-mm STEELFOUNDATION TUBE SOILPLATE 6 mm THICKCLASS A, TYPE 1 UNLESS OTHERWISE DESIGNATED.3. ALL WOOD POSTS AND BLOCKOUTS SHALL BE TREATED TIMBER INACCORDANCE WITH MISSISSIPPI DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS.POST SLEEVETS203 X 152 X 4.8FOUNDATION TUBE,1525 mm LONG140 X 190-mm WOOD TERMINALPOST, 1080 mm LONGELEVATION FROM BEHIND GUARDRAIL AND GR-1B, FOR STEEL POSTS.4. FOR DETAILS OF HARDWARE AND COMPONENTS NOT FOUND ON THISSHEET, SEE SHEETS GR-M1 AND GR-M2.5. DETAILS PERTINENT TO THE STANDARD INSTALLATION OF "W" BEAMSECTIONS WILL BE FOUND ON SHEET GR-1, FOR WOOD POSTS,NOTE: ANCHOR CABLE SHALL BE TAUT.6. FOR OTHER DETAILS OF POSTS, POST ACCESSORIES, FASTENERSAND RAIL ELEMENTS, SEE AASHTO-AGC-ARTBA JOINT TASK FOR NO. 13,TITLED "A GUIDE TO STANDARDIZED HIGHWAY BARRIER HARDWARE,"140 X 190-mm WOOD TERMINALLATEST EDITION.POST, 1080 mm LONG200 X 200-mm STEELCABLE ANCHOR ASSEMBLYBEARING PLATE,16 mm THICK10065TS203 X 152 X 4.8FOUNDATION TUBE,1525 mm LONGDETAIL A50 (NOM.)75 (MAX.)HEX NUT AND BOLT "F", 250 mmLONG, WITH PLAIN ROUND WASHER "F"UNDER HEAD AND NUTTS203 X 152 X 4.8FOUNDATION TUBE,1525 mm LONGDETAIL BHEX NUT AND BOLT "F", 200 mm LONG,WITH PLAIN ROUND WASHER "F"UNDER HEAD AND NUT610 X 460-mm STEELFOUNDATION TUBESOIL PLATE, 6 mm THICKDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONGUARDRAIL:TYPE 1 CABLE ANCHORAGEISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLAN(FOUNDATION TUBE)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGR-3SHEET NUMBER6192RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.ROUNDED "W" BEAMEND SECTION"W" BEAM TERMINALEND SECTIONNOTE: THE "POST 2" ASSEMBLY DEPENDS ON WHETHER THE TRAILINGEND TERMINAL IS ATTACHED TO THE STANDARD WOOD OR STEELPOST "W" BEAM GUARDRAIL INSTALLATION AS FOLLOWS:75 (MIN.)1. WOOD POST INSTALLATION (SHOWN)"W" BEAM TERMINAL RAIL SECTION, 150 X 200-mm WOOD BLOCKOUT,360 mm LONG, AND 150 X 200-mm WOOD POST, 1625 mm LONG,CABLE ANCHORASSEMBLYGUARDRAILANCHORATTACHED WITH GUARDRAIL BOLT "D" AND RECESSED NUT. INSTALLRECTANGULAR GUARDRAIL PLATE WASHER UNDER HEAD AND PLAINPLAIN ROUND WASHER "F" UNDER RECESSED NUT.160 R610-mm DIA. CONCRETEFOUNDATION, 900 mm DEEPBRACKET2. STEEL POST INSTALLATION"W" BEAM TERMINAL RAIL SECTION, 150 X 200-mm MODIFIEDWOOD BLOCKOUT, 360 mm LONG, AND W150 X 13.5 STEEL POST,30POST1PLANPOST21830 mm LONG, ATTACHED WITH GUARDRAIL BOLT "C"AND RECESSED NUT. INSTALL RECTANGULAR GUARDRAILPLATE WASHER UNDER GUARDRAIL BOLT HEAD.24 X 30-mm SLOT FORGUARDRAIL BOLT "A" (TYP.)GUARDRAIL BOLT "C" WITH RECTANGULARGUARDRAIL PLATE WASHER UNDER HEADAND PLAIN ROUND WASHER "F" UNDERRECESSED NUT19051905 TO NEXT POST(STANDARD WOOD OR STEEL POST "W" BEAM GUARDRAIL INSTALLATION)140 X 190-mm WOOD TERMINALPOST, 1625 mm LONG"W" BEAM TERMINALRAIL SECTIONHEX NUT AND BOLT "F",40 mm LONG (TYP.),EIGHT (8) REQUIREDGALVANIZED STEEL 16d COMMONNAIL (DRIVE NAIL AT CENTER OFPOST AND BLOCKOUT AFTERBOLT IS INSTALLED)190+0, -8953124107014050216190+0, -6(VARIES)550GUARDRAIL BOLT "A" ANDRECESSED NUT (TYP.),FOUR (4) REQUIREDSEEDETAIL "A"CABLE ANCHORASSEMBLYGUARDRAILANCHORBRACKET162518055046020 X 70-mmSLOT64-mm DIA.HOLEROUNDED "W" BEAM END SECTIONNOTE: THE CROSS-SECTIONAL DIMENSIONS FOR THISPART ARE TO FIT OVER THE STANDARD "W" BEAM SECTION.GENERAL NOTES:1. THIS ANCHORAGE MAY ONLY BE USED ON THE TRAILING END OFA BARRIER WHICH IS NOT EXPOSED TO VEHICULAR IMPACT.900610-mm DIA. CONCRETEFOUNDATION, 900 mm DEEP150 X 150-W6 X W6 OR150 X 150-D6 X D6WELDED WIRE FABRICPOST SLEEVE200 X 200-mm STEELBEARING PLATE,16 mm THICK10075(TYP.)AANOTE: ANCHOR CABLE SHALL BE TAUT.140 X 190-mm WOOD TERMINALPOST, 1625 mm LONGCABLE ANCHOR ASSEMBLYPOLYSTYRENE SHEETING, COMPOSITION PAPEROR SOME OTHER MATERIAL SHALL BE WRAPPEDAROUND THE CONCRETE EMBEDDED PORTIONOF THE POST TO AID IN REMOVING BROKEN ORDAMAGED POSTS.150 X 150-W6 X W6 OR150 X 150-D6 X D6WELDED WIRE FABRIC610DETAIL AELEVATION FROM BEHIND GUARDRAIL90SIDEFRONTWOOD TIMBER POSTNOTE: TERMINAL POST SHALLBE MADE OF S4S TIMBER WITHSTRESS GRADE OF 8.27 MPa.POLYSTYRENE SHEETINGOR COMPOSITION PAPER150 X 150-W6 X W6 OR150150 X 150-D6 X D6WELDED WIRE FABRIC(NOM.)SECTION A-A200 205(NOM.)610NOTE: FORM A NOMINAL 150 X 200-mm SOCKET IN THE FOUNDATION TO RECEIVE THE140 X 190-mm TIMBER POST. FORM HOLE WITH 12.8 mm THICK POLYSTYRENE FOAMSHEETING OR WRAP THE TIMBER POST IN A DOUBLE LAYER OF COMPOSITIONPAPER. THE LAYER OF SHEETING OR PAPER WILL AID IN REMOVING ADAMAGED POST.2. GUARDRAIL SHALL MEET THE REQUIREMENTS OF AASHTO M 180,CLASS A, TYPE 1 UNLESS OTHERWISE DESIGNATED.3. ALL WOOD POSTS AND BLOCKOUTS SHALL BE TREATED TIMBER INACCORDANCE WITH MISSISSIPPI DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS.4. CONCRETE FOR THE CONCRETE FOUNDATION MAY BE EITHER CLASS"B" STRUCTURAL CONCRETE OR AN APPROVED COMMERCIAL PRE-MIXEDBAG CONCRETE. THE WELDED WIRE FABRIC FOR THE CONCRETEFOUNDATION SHALL CONFORM TO AASHTO M 221/M 221M ANDAASHTO M 55M/M 55.5. FOR DETAILS OF HARDWARE AND COMPONENTS NOT FOUND ON THISSHEET, SEE SHEETS GR-M1 AND GR-M2.6. DETAILS PERTINENT TO THE STANDARD INSTALLATION OF "W" BEAMSECTIONS WILL BE FOUND ON SHEET GR-1, FOR WOOD POSTS,AND GR-1B, FOR STEEL POSTS.7. FOR OTHER DETAILS OF POSTS, POST ACCESSORIES, FASTENERSAND RAIL ELEMENTS, SEE AASHTO-AGC-ARTBA JOINT TASK FOR NO. 13,TITLED "A GUIDE TO STANDARDIZED HIGHWAY BARRIER HARDWARE,"LATEST EDITION.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONGUARDRAIL:TYPE 1 CABLE ANCHORAGEISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLAN(CONCRETE FOOTING)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGR-3ASHEET NUMBER6193RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO."A"MISS.5532 "B"7620 381050.0-m MINIMUM TRANSITIONBRIDGE ENDSECTIONTANGENTNORMAL GUARDRAIL INSTALLATIONA1:30 TAPERTERMINAL SECTION25 m11.43-mTYPICAL 1B1530ETLVARIESNORMAL600SEE NOTE 5600GUARDRAIL FACE ALINEMENT ON BRIDGE1:66001511:20 SLOPE RELATIVETO LONGITUDINAL GRADIENT9.0 m1:6NORMALSHOULDERSHOULDERSLOPESECTION A-A1:3FOR HIGHWAY CENTERLINEBRIDGEBRIDGE ENDPAVEMENTABETLETL9.0 mGUARDRAIL FACE ALINEMENT ON BRIDGE1:20 SLOPE RELATIVE TO LONGITUDINAL GRADIENTFOR HIGHWAY CENTERLINENORMALVARIESSEE NOTE 5600600TANGENTTYPE 1 ENDSECTION6001:25 TAPER600MEDIAN BARRIER TERMINALAS SHOWN ELSEWHERE ON PLANSSHOULDERETLBRIDGE ENDSECTION25NORMAL GUARDRAILINSTALLATIONDOUBLE-FACED GUARDRAILTERMINALNORMALSHOULDERSLOPE1:6AS SHOWNON PLANSBRIDGEBRIDGE ENDPAVEMENT*C LSECTION B-BGENERAL NOTES:DIVIDED HIGHWAY WITH BARRIER INSIDE CLEAR ZONE OF OPPOSING TRAFFIC"A"3. GUARDRAIL SECTIONS ARE TO BE LAPPED IN THE DIRECTION5532 "B"7620 381050.0-m MINIMUM TRANSITION4. THE OVERALL LENGTH OF GUARDRAIL IS MEASURED FROMBRIDGE ENDSECTIONNORMAL GUARDRAIL INSTALLATIONA25 mTERMINAL SECTIONB5. THE SHOULDER WIDTH AT THE BRIDGE END SHALL BESUFFICIENTLY WIDE TO PROVIDE A MINIMUM OF 600 mmBEHIND THE BACK OF POST BEFORE THE SLOPE BREAK (HINGEPOINT).TANGENT1:30 TAPER1530SEE NOTE 56001:69.0 m1:6GUARDRAIL FACE ALINEMENT ON BRIDGE600BRIDGESEE NOTE 5600BRIDGE ENDPAVEMENTTANGENTA6001530111.43-m151:25 TAPERTYPICAL 1TERMINAL SECTIONBETLETLC LC L1. VALUES FOR "A" AND "B" WILL BE SHOWN ELSEWHERE ONTHE PLANS.*NOTE: THE 25 LINE IS USED TO DETERMINE THE LIMITS OF MEDIAN BARRIER AS SHOWN.2.FOR DETAILS PERTINENT TO INSTALLATION OF THE TERMINAL1SECTION, SEE MANUFACTURER’S SPECIFICATIONS AND DRAWINGSOR ELSEWHERE ON PLANSOF TRAFFIC FLOW NEAREST THE GUARDRAIL FACE.THE CONNECTING END ON THE BRIDGE.11.43-mTYPICAL 16. TYPE, DETAILS AND LIMITS OF GUARDRAIL BRIDGE ENDSECTION WILL BE SHOWN ELSEWHERE ON THE PLANS.1511:20 SLOPE RELATIVETO LONGITUDINAL GRADIENTFOR HIGHWAY CENTERLINENORMALSHOULDER1:20 SLOPE RELATIVE TO LONGITUDINAL GRADIENTFOR HIGHWAY CENTERLINEDIVIDED HIGHWAY WITH BARRIER OUTSIDE CLEAR ZONE OF OPPOSING TRAFFICNORMALSHOULDER12-1-99 REVISED NOTE S.W.R. 1DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONROADWAY DESIGN DIVISIONSTANDARD PLANGUARDRAIL:TYPICAL INSTALLATION ATBRIDGE APPROACHESFOR DIVIDED HIGHWAYSISSUE DATE:OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGR-4SHEET NUMBER6194RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS."A"5532 "B"7620 381050.0-m MINIMUM TRANSITIONBRIDGE ENDNORMAL GUARDRAIL INSTALLATIONTERMINAL SECTIONSECTIONA25 mBTANGENT1:30 TAPER11.43-mTYPICAL 11530SEE NOTE 5600GUARDRAIL FACE ALINEMENT ON BRIDGE1:66001511:20 SLOPE RELATIVETO LONGITUDINAL GRADIENTFOR HIGHWAY CENTERLINE9.0 m1:6NORMALSHOULDERBRIDGESEE NOTE 5600BRIDGE ENDPAVEMENTTANGENT1:30 TAPERAGUARDRAIL FACE ALINEMENT ON BRIDGE6001530BB1:69.0 mETLC LC LETL11:20 SLOPE RELATIVE TOLONGITUDINAL GRADIENT FORDETAIL OF GUARDRAIL SECTION LAPSHIGHWAY CENTERLINENORMALSHOULDER11511.43-mTYPICAL 125 mBGENERAL NOTES:BRIDGE ENDNORMAL GUARDRAIL INSTALLATIONTERMINAL SECTION50.0-m MINIMUM TRANSITION1. VALUES FOR "A", "B", "C" AND "D" WILL BE SHOWN ELSEWHERE ONTHE PLANS.SECTION2.FOR DETAILS PERTINENT TO INSTALLATION OF THE TERMINAL5532 "D" 7620 38101SECTION, SEE MANUFACTURER’S SPECIFICATIONS AND DRAWINGSOR ELSEWHERE ON PLANS"C"PLAN3. GUARDRAIL SECTIONS ARE TO BE LAPPED IN THE DIRECTIONOF TRAFFIC APPROACHING THE BRIDGE.4. THE OVERALL LENGTH OF GUARDRAIL IS MEASURED FROMTHE CONNECTING END ON THE BRIDGE.5. THE SHOULDER WIDTH AT THE BRIDGE END SHALL BESUFFICIENTLY WIDE TO PROVIDE A MINIMUM OF 600 mmBEHIND THE BACK OF POST BEFORE THE SLOPE BREAK (HINGEPOINT).9.0 m6. TYPE, DETAILS AND LIMITS OF GUARDRAIL BRIDGE ENDSECTION WILL BE SHOWN ELSEWHERE ON THE PLANS.VARIESVARIESETLNORMALSHOULDERSLOPE6001:3ETLNORMALSHOULDER1:6AS SHOWNSECTION A-ASLOPESECTION B-BON THE PLANS12-1-99 REVISED NOTE & RAIL LENGTH S.W.R. 1DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONROADWAY DESIGN DIVISIONSTANDARD PLANGUARDRAIL:TYPICAL INSTALLATIONAT BRIDGE APPROACHESFOR 2-LANE, 2-WAYHIGHWAYISSUE DATE:OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGR-4ASHEET NUMBER6195RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.TYPE "MELT" POST OFFSETSFOR NORMAL GUARDRAIL INSTALLATION ON 1:30 TAPERTANGENTSECTION"B" OR "D"1:30 TAPER SECTIONTYPE "MELT" TERMINAL SECTION11.43-m PARABOLIC CURVE600+200 1530-"X""B" OR "D"(m)3.817.6211.43NO. OF3.81-mSECTIONSFOR "B" OR "D"123TYPE "MELT" POST OFFSETS(mm)8 7 6 5 4 3 2 12103404603004305504005306604806107306207508808209501070116012901420181019402070"X"35403670380015.24459068078086010001200154021903920119.055720810910990113013301670232040503222.86685093010401110126014501800245041808765426.6779701060116012401380158019202570430030.488110011901290137015101710205027004430BRIDGE ENDPAVEMENTPOST8POST7POST6POST5POST4POST3POST2POST134.2938.1041.9191011123013501480131014401570142015501670150016201750164017601890184019602090218023102430283029503080456046804810GUARDRAIL FACEALINEMENT ON BRIDGE45.7249.5353.34121314161017301860170018201950180019302050188020002130202021502270222023402470256026902810321033403460494050705190TYPE "MELT" POST OFFSETSFOR NORMAL GUARDRAIL INSTALLATION ON 1:30 TAPERTYPE "MELT" POST OFFSETSFOR NORMAL GUARDRAIL INSTALLATION ON 1:25 TAPERBRIDGE ENDPAVEMENTGUARDRAIL FACEALINEMENT ON BRIDGEPOST8POST7POST6POST5POST4POST3POST2POST1"B"(m)3.81NO. OF3.81-mSECTIONSFOR "B"1TYPE "MELT" POST OFFSETS(mm)8 7 6 4 5 3 2 124034045054069090012501910"X"36408765437.6211.432339054049064061076069084084099010501200140015602070222038003950215.244690790910100011501350171023704100119.0558509501060115013001500186025204250600+200-"X"22.8626.6730.4867810001150130011001250140012101370152013001450161014501600176016601810196020102170232026702830298044004560471034.29914501560167017601910211024703130486038.1010161017101820191020602270262032805010TANGENTSECTION"B"1:25 TAPER SECTIONTYPE "MELT" TERMINAL SECTION11.43-m PARABOLIC CURVE153041.9145.7249.53111213176019102060186020102170198021302280206022202370221023702520242025702720278029303080344035903740517053205470TYPE "MELT" POST OFFSETS53.3414222023202430252026702880323038905620FOR NORMAL GUARDRAIL INSTALLATION ON 1:25 TAPERGENERAL NOTES:1. SEE SHEETS GR-4 AND GR-4A FOR TYPICAL INSTALLATIONOF GUARDRAIL AT BRIDGE APPROACHES FOR DIVIDED AND 2-LANE,2-WAY HIGHWAYS, RESPECTIVELY.2. VALUES FOR "B" AND "D" ARE SHOWN ELSEWHERE ON THE PLANS.3. ALL POST OFFSETS FOR TYPE "MELT" TERMINAL SECTIONS AREMEASURED FROM GUARDRAIL FACE ALINEMENT ON BRIDGE.4. POST OFFSETS ARE GIVEN TO THE CENTER OF THE TRAFFICFACE OF THE BLOCKOUTS AND TO THE CENTER OF THEFIRST POST FACE. OFFSET POINTS ARE TO BE LOCATED BYCHORD MEASUREMENTS AT THE BACK OF RAIL EQUAL TOTHE NOMINAL POST SPACINGS SHOWN. POSTS ARE TO BE SETAPPROXIMATELY RADIAL TO THE RAILING AT EACH POST LOCATION.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONGUARDRAIL:POST OFFSETS FORTYPE "MELT" TERMINALSECTION AT BRIDGEISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANAPPROACHESOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGR-4BSHEET NUMBER6196RDEPAR TMENTO FT RANSPOTATI O N

SHOULDERTYPE 1 CABLEANCHORAGE7500TRANSITION1905(MIN.)1:6LENGTHAS REQ’D.3810NORMAL GUARDRAIL INSTALLATIONBC*25 mA11.43-m 1TYPICAL1:6600TERMINAL SECTION50.0-m TRANSITION1530142029509.0 m1:6NORMALSHOULDERETLVARIES9.0 m2.95 m+200-1220 1530NORMAL SHOULDER SLOPEVARIES1:6 ORFLATTERAS SHOWNON PLANSSTATEMISS.PROJECT NO.CBAETLC LSECTION A-ANORMAL* *TYPE 1 CABLEANCHORAGETYPICAL INSTALLATION FOR CULVERTNOTE: DISTANCE REQUIRED SHOWN ELSEWHERE ON PLANS.NORMAL GUARDRAIL INSTALLATIONTERMINAL SECTIONETLSHOULDER600(MIN.)7500VARIESTRANSITIONLENGTH*50.0-m TRANSITIONNORMAL SLOPE1905AS REQ’D.25 mASECTION B-BSHOULDERTYPE 1 CABLEANCHORAGE1:6(MIN.)3810D11.43-m 1TYPICAL1:66001530142029509.0 m1:6NORMALSHOULDERETLNORMALSHOULDERNORMALSLOPE1200(MIN.)600(MIN.)DAETLC LCULVERTVAR.* *NOTE: FOR STEEL POST ANDMODIFIED WOOD BLOCKOUT,433 mm. FOR WOOD POSTAND BLOCKOUT, 483 mm.TYPICAL INSTALLATION FOR ROADSIDE OBSTACLE ON SIDE SLOPE STEEPER THAN 1:10*NOTE: DISTANCE REQUIRED SHOWN ELSEWHERE ON PLANS.SECTION C-CTYPE 1 CABLEANCHORAGE1905(MIN.)LENGTHAS REQ’D.3810NORMAL GUARDRAIL INSTALLATIONE*11.43-mTYPICAL1TERMINAL SECTIONETLNORMALSHOULDER600(MIN.)900(MIN.)* *OBSTACLESTEEPER THAN 1:103600(MIN.)1:10SHOULDERNORMAL SLOPESECTION D-DETLEC LNORMAL3600900(MIN.)TYPICAL INSTALLATION FOR ROADSIDE OBSTACLE ON SIDE SLOPE 1:10 OR FLATTERETLSHOULDER(MIN.)OBSTACLE*NOTE: DISTANCE REQUIRED SHOWN ELSEWHERE ON PLANS.1:10 ORTHE POST SHALL BE WRAPPED WITH ONENORMAL SLOPEFLATTER1:10 ORFLATTER800LAYER OF 6.5 mm THICK EXPANDED POLYSTYRENEFOAM SHEETING AND ONE WRAP OF LIGHTMASSBUILDING PAPER. THE TOP 25 mm SHALL BE FILLED800SECTION E-EWITH BUTYL RUBBER CAULKING (COMMERCIALGRADE) OR OTHER APPROVED WATERPROOFING MATERIAL.800 8001ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.300100(MIN.)TOP OF NEW BOXTOP OF EXISTING BOXCULVERT OR BRIDGECULVERT ORFOOTING.BRIDGE FOOTING.13-mm DOWEL BARS 300 mmLONG. 4 REQUIRED PER POST.NO SEPARATE PAYMENT WILL BEMADE FOR CONCRETE OR DOWELS.DETAIL OF POST INSTALLATION WITH COVERLESS THAN NORMAL POST LENGTH300100(MIN.)GENERAL NOTES:1. FOR DETAILS PERTINENT TO INSTALLATION OF THE1 TERMINAL SECTION, SEE MANUFACTURER’S SPECIFICATIONSAND DRAWINGS OR ELSEWHERE ON PLANS2. GUARDRAIL SECTIONS TO BE LAPPED IN THE DIRECTIONOF TRAFFIC FLOW NEAREST THE GUARDRAIL FACE.3. PAY LIMITS FOR NORMAL GUARDRAIL INSTALLATIONWILL BE THE TOTAL LENGTH LESS THE LENGTHS OFEND TERMINALS.12-1-99 REVISED NOTES.W.R.DATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONROADWAY DESIGN DIVISIONSTANDARD PLANGUARDRAIL:TYPICAL INSTALLATIONFOR ROADSIDE HAZARDSON DIVIDED HIGHWAYSISSUE DATE:OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGR-4CSHEET NUMBER6197RDEPAR TMENTO FT RANSPOTATI O N

VARIESTERMINAL SECTIONNORMAL GUARDRAIL INSTALLATIONTERMINAL SECTIONSTATEPROJECT NO.50.0-m TRANSITION*LENGTH*50.0-m TRANSITION9.0 mMISS.29501420153011.43-m 1TYPICAL25 mAS REQ’D.CB25 mA11.43-m 1TYPICAL153014202950ETLVARIES2.95 m+200-1220 1530VARIESNORMALSHOULDER1:69.0 m6001:61:66009.0 m1:6NORMALSHOULDERNORMAL SHOULDER SLOPE1:4 ORFLATTERAS SHOWNON PLANSETLCBAETLC LSECTION A-ANORMAL* *TERMINAL SECTION*TYPICAL INSTALLATION FOR CULVERTNOTE: DISTANCE REQUIRED SHOWN ELSEWHERE ON PLANS.NORMAL GUARDRAIL INSTALLATIONTERMINAL SECTIONETLSHOULDER600(MIN.)50.0-m TRANSITION*LENGTH*50.0-m TRANSITIONNORMAL SLOPE25 mAS REQ’D.25 mASECTION B-BNORMALSHOULDER1:69.0 m29501420153060011.43-mTYPICAL1:61D11.43-m 1TYPICAL1:66001530142029509.0 m1:6NORMALSHOULDERETLNORMALSHOULDERNORMALSLOPE1200(MIN.)600(MIN.)ETLDAETLVAR.* *NOTE: FOR STEEL POST ANDC LCULVERTMODIFIED WOOD BLOCKOUT,433 mm. FOR WOOD POSTAND WOOD BLOCKOUT, 483 mm.TYPICAL INSTALLATION FOR ROADSIDE OBSTACLE ON SIDE SLOPE STEEPER THAN 1:10*NOTE: DISTANCE REQUIRED SHOWN ELSEWHERE ON PLANS.SECTION C-CTERMINAL SECTIONNORMAL GUARDRAIL INSTALLATIONTERMINAL SECTION900*LENGTHAS REQ’D.*NORMALSHOULDER(MIN.)* *OBSTACLE11.43-m1TYPICALE11.43-mTYPICAL1ETL600(MIN.)3600(MIN.)1:10SHOULDERNORMAL SLOPESTEEPER THAN 1:10ETLSECTION D-DEC L900TYPICAL INSTALLATION FOR ROADSIDE OBSTACLE ON SIDE SLOPE 1:10 OR FLATTER*NOTE: DISTANCE REQUIRED SHOWN ELSEWHERE ON PLANS.ETLNORMALSHOULDER3600(MIN.)(MIN.)OBSTACLE1:10 ORTHE POST SHALL BE WRAPPED WITH ONENORMAL SLOPEFLATTER1:10 ORFLATTER800LAYER OF 6.5 mm THICK EXPANDED POLYSTYRENEFOAM SHEETING AND ONE WRAP OF LIGHTMASSBUILDING PAPER. THE TOP 25 mm SHALL BE FILLED800SECTION E-EWITH BUTYL RUBBER CAULKING (COMMERCIALGRADE) OR OTHER APPROVED WATERPROOFING MATERIAL.300100(MIN.)800 800TOP OF NEW BOXTOP OF EXISTING BOXCULVERT OR BRIDGECULVERT ORFOOTING.BRIDGE FOOTING.13-mm DOWEL BARS 300 mmLONG. 4 REQUIRED PER POST.NO SEPARATE PAYMENT WILL BEMADE FOR CONCRETE OR DOWELS.DETAIL OF POST INSTALLATION WITH COVERLESS THAN NORMAL POST LENGTH300100(MIN.)GENERAL NOTES:1. FOR DETAILS PERTINENT TO INSTALLATION OF THE1 TERMINAL SECTION, SEE MANUFACTURER’S SPECIFICATIONSAND DRAWINGS OR ELSEWHERE ON PLANS2. GUARDRAIL SECTIONS TO BE LAPPED IN THE DIRECTIONOF TRAFFIC FLOW NEAREST THE GUARDRAIL FACE.3. PAY LIMITS FOR NORMAL GUARDRAIL INSTALLATIONWILL BE THE TOTAL LENGTH LESS THE LENGTHS OFEND TERMINALS.12-1-99 REVISED NOTE S.W.R. 1DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONROADWAY DESIGN DIVISIONSTANDARD PLANGUARDRAIL:TYPICAL INSTALLATIONFOR ROADSIDE HAZARDSON 2-LANE, 2-WAYHIGHWAYSISSUE DATE:OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGR-4DSHEET NUMBER6198RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.3810(PAY LENGTHFOR GUARDRAIL)11.43 m15-m MINIMUMOVERLAP OF BRIDGE RAIL REQUIRED3000TYPICAL 15715SPACING OFSHOULDER WIDTH TRANSITIONLEGEND810DELINEATORSOM-3RREQUIRED600SHOULDER LINEVARIES***SINGLE WHITE DELINEATOR REQUIRED (2 REQUIRED PER INSTALLATION)TWO SECTIONS OF GUARDRAIL ONE SET INSIDE THE OTHER.VARIES**1200(NO EXTRA PAY FOR DOUBLE RAIL)INDICATES DIRECTION OF TRAFFICBRIDGE WIDTHVARIES**7620 DOUBLERAIL REQUIREDGUARDRAIL FACEALINEMENT ON BRIDGETERMINAL SECTIONC DETOUR ROADL36003600GENERAL NOTES:1. GUARDRAIL TO BE INSTALLED PRIOR TO PLACEMENT OFTRAFFIC ON DETOUR ROAD.**SHOULDER LINE2. FOR OTHER DETAILS OF GUARDRAIL INSTALLATION, SEETHE APPROPRIATE STANDARD DRAWINGS.OM-3LREQUIREDVARIES3. OVERLAP GUARDRAIL 3000 mm OVER BRIDGE RAIL.(NOT A SEPARATE PAY ITEM).PLAN(TEMPORARY GUARDRAIL)4. BOLT GUARDRAIL TO BRIDGE RAIL AS PER STANDARD PLAN(NOT A SEPARATE PAY ITEM).NOTE: TYPICAL FOR EACH END OF BRIDGE.5. POST SPACING TO BE 1905 mm UNLESS OTHERWISE NOTED OR ASDIRECTED BY THE ENGINEER.16.FOR DETAILS PERTINENT TO INSTALLATION OF THE TERMINALSECTION, SEE MANUFACTURER’S SPECIFICATIONS AND DRAWINGSOR ELSEWHERE ON PLANS**1ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.DETAIL SHOWING GUARDRAILSECTION LAPS AND OVERLAPSS.W.R.12-1-99 REVISED NOTEDATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONROADWAY DESIGN DIVISIONSTANDARD PLANGUARDRAIL (TEMPORARY):TYPICAL INSTALLATIONAT DETOUR BRIDGE ENDSISSUE DATE:OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERTGR-1SHEET NUMBER6199RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.TRAFFIC PHASEPHASE 1 PHASE 2 PHASE 3C EXISTING LANESLLEGEND*SINGLE WHITE DELINEATOR REQUIRED (2 REQUIRED PER INSTALLATION)INDICATES DIRECTION OF TRAFFICSHOULDER LINE11.43 m20-m MINIMUMSHOULDER WIDTH TRANSITIONBRIDGE END SECTION5715OM-3RREQUIREDSPACING OFDELINEATORSSHOULDER LINEVARIESVARIES**ETLBRIDGE WIDTHVARIESGUARDRAIL FACEALINEMENT ON BRIDGETERMINAL SECTIONCLROADWAYETLVARIESVARIES**SHOULDER LINEGENERAL NOTES:OM-3LREQUIREDPLAN(TEMPORARY GUARDRAIL)NOTE: TYPICAL FOR EACH END OF BRIDGE.TYPICAL 16.VARIES1. GUARDRAIL TO BE INSTALLED PRIOR TO PHASE 2.2. TEMPORARY GUARDRAIL TO BE REMOVED DURING PHASE 3.3. PAYMENT FOR INSTALLATION AND REMOVAL WILL BE MADE UNDER:A. INSTALLATION AND REMOVAL OF GUARDRAIL TYPE _____ BRIDGEEND SECTION.B. INSTALLATION AND REMOVAL OF GUARDRAIL (TERMINAL SECTION,TYPE "MELT").4. REMOVAL OF GUARDRAIL SHALL INCLUDE FILLING OF POST HOLESAND RESTORING ROADWAY TO NORMAL SECTION (NOT A SEPARATE PAY ITEM).5. FOR OTHER DETAILS OF GUARDRAIL INSTALLATION, SEE THE APPROPRIATESTANDARD DRAWINGS.1FOR DETAILS PERTINENT TO INSTALLATION OF THE TERMINALSECTION, SEE MANUFACTURER’S SPECIFICATIONS AND DRAWINGSOR ELSEWHERE ON PLANS1ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.DETAIL SHOWING GUARDRAILSECTION LAPS AND OVERLAPSS.W.R.12-1-99 REVISED NOTEDATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONROADWAY DESIGN DIVISIONSTANDARD PLANGUARDRAIL (TEMPORARY):TYPICAL INSTALLATION ATBRIDGE END DURINGCONSTRUCTION PHASESISSUE DATE:OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERTGR-2SHEET NUMBER6200RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.267 R BEFORE BENDINGBUFFERED END SECTIONMISS.22 X 100-mmSLOTA3060140 X 190-mm SHORT WOODENBREAKAWAY POST ANDSTEEL TUBE FOOTINGDIAPHRAGM PLATE(2 REQUIRED EACHTERMINAL POSTS(SEE SHEET GR-M2)16513565 R (TYP.)20A1609090B B267 R4510 R (TYP.)TERMINAL CONNECTOR(SEE SHEET GR-M2)525END ASSEMBLY)GUARDRAIL BOLT "C" AND RECESSEDNUT WITH RECTANGULAR GUARDRAILPLATE WASHER UNDER HEAD ANDSHELF ANGLE BRACKET(SEE SHEET GR-M2)STRUT ANDYOKE ASSEMBLYPLAN525BUFFERED ENDSECTION ASSEMBLY50@3543@1020150-mm DIA. HOLEGUARDRAIL BOLT "B" AND RECESSEDNUT WITH RECTANGULAR GUARDRAILPLATE WASHER UNDER BOTH BOLTHEAD AND NUT.PLAIN ROUND WASHER "F" UNDER NUT.TERMINAL POST(SEE SHEET GR-M2)3054001905ANCHOR PLATE(SEE SHEET GR-M2)TERMINAL POST(SEE SHEET GR-M2)22 X 100-mmSLOT100170133 13313B B6- 24 X 30-mmSLOTTED HOLES (OPTIONAL)*BUFFERED END SECTION ASSEMBLY80270 RSHELF ANGLEBRACKET64-mm DIA. HOLECABLE ANCHOR ASSEMBLY(SEE SHEET GR-M2)50BEARING PLATE(SEE SHEET GR-M2)83830354350108 R(TYP.)2.67PLAN6 R20 X 30-mm SLOT3060312125 12550 216190MAX.ELEVATION250410301313PLAN4545GROUND LINE2- HEX NUT AND BOLT "F",200 mm LONG WITH PLAINROUND WASHER "F" UNDERHEADS AND NUTSHEX NUT AND BOLT "F", 250 mmLONG WITH PLAIN ROUNDWASHER "F" UNDER HEAD AND NUTSOIL PLATE (TYP.)(SEE SHEET GR-M2)STEEL TUBEANCHOR(SEE SHEET GR-M2)1450SECTION A-ASECTION B-BELEVATIONDIAPHRAGM PLATE DETAILS216650650 216ANCHORAGE ASSEMBLY*NOTES:1. TWO (2) DIAPHRAGM PLATES REQUIRED FOR EACH TERMINAL.2. OPTIONAL HOLES ARE FOR THE INSERTION OF NOSEEXPANSION BLOCK, WHERE REQUIRED.125GUARDRAIL BOLT "A"AND RECESSED NUTBUFFEREDBUFFERED END SECTION SPLICEDTO RAIL WITH GUARDRAIL BOLT "A"AND RECESSED NUT.5125END SECTIONTERMINAL RAILSECTION210 21024 X 30-mmSTUD, NUT AND5SLOT (TYP.)FLAT PLATE LAYOUT550BEARINGPLATEWASHER OFCABLE ANCHORBEARING PLATEWITH 2- 16d COMMON16STRUT AND YOKE ASSEMBLYNOTE: SHOWN, LEGS DOWN, FOR OPPOSITEHAND, INSTALL ALL LEGS UP.25 R (TYP.) C150 X 12.2BUFFERED END SECTION DETAILSYOKE50 (NOM.)75 (MAX.)STEEL TUBECABLEANCHORSTRUTNAILS TO PREVENTROTATIONHEX NUT "H" ANDPLAIN ROUNDWASHER "H"SOIL PLATESOILPLATEPOST SLEEVE152GUARDRAIL BOLT "D" AND2- HEX NUT AND BOLT"F", 200 mm LONG WITHINSERTED INTOWEAKENING HOLERECESSED NUT WITH PLAINPLAIN ROUND WASHER "F"170549ROUND WASHER "F" UNDERNUTSIDEUNDER HEADS AND NUTSLEAD POST ASSEMBLYFRONT1408 R5STRUT DETAILS22 X 50-mm SLOT210100YOKE DETAILS2550SHELFANGLEDETAILS OF SHELF ANGLE BRACKET ATTACHMENTNOTE: RAIL RESTS ON THE SHELF ANGLE BRACKET.GUARDRAIL BOLT "D" CONNECTS THE SHELF ANGLEBRACKET, BLOCKOUT AND POST BUT NOT THE GUARDRAIL.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONGUARDRAIL:MODIFIED ECCENTRICLOADER TERMINAL ("MELT")ANCHORAGE ASSEMBLYISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGR-M1SHEET NUMBER6201RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.ANCHORPLATE8- HEX NUT AND BOLT "F",40 mm LONG, WITH 8- PLAINROUND WASHER "F" UNDER HEAD20 X 70-mmSLOTTED HOLE140+0, -670180190+0, -69550 (MIN.)75 (MAX.)TS203 X 152 X 4.876 150 26152252038576080ANCHORCABLETERMINALRAIL64-mm DIA. HOLE FORPOST SLEEVE ON ENDPOST ONLY22-mm DIA.46065108020-mm DIA. HOLETO ATTACHTERMINAL POST152543020-mm DIA. HOLESFOR MOUNTINGSOIL PLATE24 X 30-mmSLOT (TYP)OPTIONAL20 X 65-mm SLOT24-mm DIA.HOLES (TYP.)25.5 BENDBENDANCHOR PLATE ASSEMBLY DETAILSHOLES4STIMBERFRONT365SIDEFRONTSIDE3129090THREE6 140 SIDES20-mm DIA.HOLESBENT PLATE(400 X 320 X 5)24 R10 REND PLATE417053545 50TERMINAL POSTNOTE: TERMINAL POST SHALLBE MADE OF S4S TIMBER WITHSTRESS GRADE OF 8.27 MPa.STEEL TUBE ANCHORNOTE: TERMINAL POST SHOULD BE ABLE TOSLIDE INTO THE TOP OF THIS SECTION SO THEACTUAL INSIDE DIMENSIONS OF THIS GALVANIZEDTUBE CANNOT BE LESS THAN 190 X 140 mm.3.4375 108 108 216 101 102 50"W" BEAM TERMINAL CONNECTOR PLATENOTES:1. THE "W" BEAM TERMINAL CONNECTOR IS TO BEWELD END PLATETO BRACKET1086602.5(TYP.)BRACKET610230 150 2302002- 5-mm DIA. HOLESFOR 16d COMMON NAILSAASHTO M 180 CORRUGATED SHEET STEEL, CLASS B,TYPE 1.2. SPLICE-BOLT SLOTS MAY ALSO BE ORIENTED AT50 (ON THE FLAT) INSTEADOF 0 AS SHOWN.50 100 100 1005010016BRACKET23050400ANCHOR PLATE28.5763820-mm DIA.HOLES46028-mm DIA.HOLE501252007515020 X 25-mmSLOTTED HOLE576-mm THICK PLATESOIL PLATEBEARING PLATE6155190HEX NUT "H"1028-mmDIA. HOLENOTE: 2 REQUIRED40PLAIN ROUND WASHER "H"M24 X 3 THREAD PITCH(BOTH ENDS)END PLATESHELF ANGLE BRACKETC(MIN.)B(MAX.)ABUTTONHEAD85.545M16-2 THREADPITCH1625 DIA. X 1.5 mm DEEPRECESS BOTH SIDESM16-2 MODIFIEDHEAVY HEX NUT7537.5200050(MIN.)180 130101024-mmDIA.19-mm DIA. (6 X 19) CABLECABLE TO BESWAGE-CONNECTED.3240STANDARD SWAGED FITTINGAND STUD (STUD THREADEDENTIRE LENGTH)PLAIN ROUND WASHER "H"HEX NUT "H"CABLE ANCHOR ASSEMBLY(MIN.)PLAIN ROUND WASHERPLAIN ROUND WASHERSA B CWASHER (MIN.) (MAX.) (MIN.)"F""H"17.2525.6044.0056.003.004.0016242835 RT17.53532OVALLSHOULDERGUARDRAIL BOLTRECESSED NUTGUARDRAIL BOLTSBOLT LT(MIN.)"A" 35 30"B" 50 45"C" 255 100"D" 460 100NOTES:1. ALL GUARDRAIL BOLTS ARE M16-2THREAD PITCH.2. IF ANY BOLT EXTENDS MORETHAN 6 mm FROM THE NUT, THE BOLTSHOULD BE TRIMMED BACK.ASSPECIFIEDFASTENER DETAILS16M16-2 THREADPITCH24.0(MAX.)HEX NUT AND BOLT "F"514.8(MAX.)4522.5PLATE WASHERHEX NUT "H"25 X 18-mmSLOTRECTANGULAR GUARDRAILM24-3 THREADPITCH36.021.5(MAX.)(MAX.)DATE REVISION BY150BREAKAWAY TERMINALPOST SLEEVEGUARDRAIL:52.560.3ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONMODIFIED ECCENTRICLOADER TERMINAL ("MELT")ANCHORAGE ASSEMBLYISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANDETAILSOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGR-M2SHEET NUMBER6202RDEPAR TMENTO FT RANSPOTATI O N

SLOPE 1:4 OR FLATTERSTATEMISS.PROJECT NO.11.430-m PARABOLA (MODIFIED ECCENTRIC LOADER TERMINAL)50.0 m(MIN.)STANDARD POSTSECTION1905 1905 3 @ 1270 SPACING1905 1905A1511530HINGE LINEOF FORESLOPEUSING 1830-mmPOSTSMELT ANCHORAGEASSEMBLY600*6001:10 ORFLATTER12201:20 SLOPE RELATIVE355635TO LONGITUDINALGRADIENT FORHIGHWAY CENTERLINE*NOTE: UNLESS SPECIFIED OTHERWISEON THE PLANS.2565100PLAN200ATANGENT LINE PROJECTED FROMTHE FACE OF THE LAST TWO POSTNORMAL SHOULDERNOTE: POST OFFSETS ARE GIVEN TO THE CENTER OF THE TRAFFIC FACE OF THE BLOCKOUTS AND TOBLOCKOUTS IN THE STANDARDTHE CENTER OF THE FIRST POST FACE. OFFSET POINTS ARE TO BE LOCATED BY CHORD MEASUREMENTSPOST SECTIONAT THE BACK OF RAIL EQUAL TO THE NOMINAL POST SPACINGS SHOWN. POSTS ARE TO BE SETAPPROXIMATELY RADIAL TO THE RAILING AT EACH POST LOCATION.ETLPAY LIMITS GUARDRAILPAY LIMITS TERMINAL SECTION, TYPE MELT"W" BEAMEXTEND BOLTS THROUGH POST AND BLOCKOUT BUT NOT THROUGH RAILREGULAR LINEBREAKAWAY LINE POSTSTERMINAL POSTSPOSTSGENERAL NOTES:1. GUARDRAIL SHALL MEET THE REQUIREMENTS OF AASHTO M 180,CLASS A, TYPE 1 UNLESS OTHERWISE DESIGNATED.2. GUARDRAIL SECTIONS SHALL BE LAPPED IN THE DIRECTIONSHELF ANGLEBRACKETOF TRAFFIC FLOW FOR THE LANE NEAREST THE GUARDRAIL.3. ALL ANGLES, CHANNELS AND PLATES SHALL CONFORM TO THEREQUIREMENTS OF ASTM A 500 OR ASTM A 513 GRADE 1008.DIAPHRAGM PLATE SHALL CONFORM TO ASTM A 36M OR AASHTOM 180. WELDING SHALL MEET THE CURRENT REQUIREMENTSOF THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODEANSI/AASHTO/AWS D15. ALL STRUCTURAL STEEL SHALL BEGALVANIZED IN ACCORDANCE WITH ASTM A 123. NO PUNCHING, DRILLINGOR CUTTING WILL BE PERMITTED AFTER GALVANIZING EXCEPTFOR HOLES TO MOUNT GUARDRAIL DELINEATORS.ELEVATIONGROUND LINE ATFACE OF RAIL4. ALL WOOD POSTS AND BLOCKOUTS SHALL BE TREATED TIMBERIN ACCORDANCE WITH MISSISSIPPI DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS.EXTEND BOLT THROUGH POST ANDBLOCKOUT BUT NOT THROUGH RAILAPPROACH & DEPARTURE FLAREWITH MODIFIED ECCENTRIC LOADER TERMINAL (MELT)GALVANIZED STEEL 16d COMMON NAIL(DRIVE NAIL AT CENTER OF POST ANDBLOCKOUT AFTER BOLT IS INSTALLED).18020 mm DIA.20 mm DIA.180MODIFIED ECCENTRIC LOADERTERMINAL ANCHORAGEASSEMBLY. (SEE SHEET GR-M1)2005. FOR HARDWARE COMPONENT AND ASSEMBLY DETAILS SPECIFICTO THE MELT TERMINAL SECTION, SEE SHEETS GR-M1 AND GR-M2.6. FOR OTHER DETAILS OF POSTS, POST ACCESSORIES, FASTENERS& RAIL ELEMENTS, SEE AASHTO-AGC-ARTBA JOINT TASKFORCE NO. 13, TITLED "A GUIDE TO STANDARDIZED HIGHWAYBARRIER HARDWARE," LATEST EDITION.360NORMAL SHOULDER EDGEOR AS SHOWN ON THETYPICAL SECTION1:10 OR FLATTER90-mm DIA. HOLES5502004001830600MIN.200SECTION A-ABREAKAWAY LINE POST AND BLOCKOUT400 55090 mm DIA.1502 HOLES150 200BREAKAWAY LINE POSTBLOCKOUTDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONGUARDRAIL:MODIFIED ECCENTRICLOADER TERMINAL("MELT")ISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGR-M3SHEET NUMBER6203RDEPAR TMENTO FT RANSPOTATI O N

610150BAR "A" @ 225 O.C.(ALTERNATE BARS)VARIABLE75 7575 7550 CONCRETE5075 75STATEMISS.PROJECT NO.20-mm180 75 75 18050 5075 75100CHAMFERBAR "A"#13CONTINUOUSBARS255 R25 R 25 R255 R255 480810#13 CONTINUOUSBARSBAR "A"@ 45018050480VARIABLE@ 225APPROVED BACKFILL#13 CONTINUOUSBARSGRAN. MAT’LMIN. 300BAR "A"@ 225BAR "A" @ 450(ALTERNATE BARS)BAR "C" @ 450(ALTERNATE BARS)FINISHEDGRADE23075#13 CONTINUOUSBARS7510075 7575507575230 23075 75FINISHEDGRADE40 MIN.900 MAX.BAR "B"255CONCRETETYPE 3305TYPE 4305TYPE 1NOTE: DESIGNATES 100 mm MIN. ORAS SHOWN ELSEWHERE ON PLANS.@ 45075FINISHEDGRADE200(TYP.)450(TYP.)200GENERAL NOTES:1. CONCRETE SHALL BE CLASS "B".305 305TYPE 2250PREMOLDED EXPANSION JOINTMATERIAL (NOT A PAY ITEM)T2304502302504502. REINFORCING STEEL SHALL EXTEND THROUGH CONSTRUCTIONJOINTS.3. DIMENSIONS ON THIS DRAWING ARE NOT DUPLICATED WHEREALREADY SHOWN.4. TYPE 3 BARRIER:A. MATERIALS REQUIRED FOR SUPPORT BETWEEN BARRIER WALLSSHALL BE SPECIFIED ON THE PLANS OR AS DIRECTED.A#13 BARS SPACED @ 225 O.C.(TOTAL = 4)1 #13 BARBTYPICAL VERTICAL EXPANSION JOINTNOTE: T = THICKNESS OF WALL AT TOP. EXPANSIONJOINT TO BE PLACED IN BASE AND BARRIER.100DOUBLE FACED SINGLE FACEDBAR "G" DETAILNOTE: #16 BARS SPACED @ 300 O.C.THESE MATERIALS MAY BE:(1) 100 mm CLASS "C" CONCRETE AT THE BASE BETWEEN WALLS.(2) 300 mm GRANULAR MATERIAL AT THE BASE BETWEEN WALLS.(3) APPROVED BACKFILL FROM BASE TO BOTTOM OF CAP.B. REINFORCEMENT AND DETAILS OF 100-mm CONCRETE CAP SHALL BE2 BARS "A", "B"OR "C" @ EACH ENDFINISHEDGRADE#16 BARS @ 1500(TOTAL = 8)#13 CONTINUOUS BARS(TOTAL = 5)275810BARFINISHEDGRADE985280800BAR "A"280830BAR "C"SHOWN ON PLANS OR AS DIRECTED.C. PROVISIONS FOR DRAINAGE SHALL BE SHOWN ON THE PLANS ORAS DIRECTED.D. HEIGHT OF BARRIER ON THE LOW SIDE OF OFFSET OR SUPERELEVATEDROADWAYS SHOULD BE ADJUSTED TO PROVIDE LEVEL GRADE ACROSSTHE TOP.5. JOINTS:A. CONTRACTION JOINTS REQUIRED AT 6 m O.C.1. 20-mm CHAMFER REQUIRED FROM THE BASE TO TOP OF WALL.CHAMFER MAY BE FORMED OR SCORED.2. LONGITUDINAL REINFORCEMENT SHALL CONTINUE AT CONTRACTIONEBRIDGE END PAVEMENTWITH SPECIAL DESIGNMEDIAN BARRIER2 BARS "A", "B"OR "C" @ EACH ENDCABARS "A", "B" OR "C"@ 225 (SEE TYPE ABOVE)3000BARRIER END ANCHORMEDIAN BARRIER#13 BARS SPACED1 #13 BAR@ 225 O.C. (TOTAL = 4)DBSECTION A-A SECTION B-BNOTE: DOUBLE FACE BARRIER SHOWN. SINGLE FACE BARRIER SIMILAR.#13 BARS HAVE 25-mm CLEARANCE FROM FACE OF BARRIER.BAR800 + DIFFERENCE INFINISHED GRADEBAR "B"NOTE: BARS "A", "B" & "C"ARE #13 BARS SPACED AT 225 O.C.50180 150 150280JOINTS.B. EXPANSION JOINTS REQUIRED AT 18 m O.C.1. 20-mm CHAMFER REQUIRED FROM THE BASE TO TOP OF WALL.CHAMFER MAY BE FORMED OR SCORED.2. 25-mm X 600-mm SMOOTH DOWELS SPACED WITH EACH HORIZONTALBAR IN WALL. PROVIDE 25-mm X 350-mm PAPER TUBING ONEACH DOWEL, ON ONE SIDE ONLY.3. WHERE A CONCRETE BASE OR FOOTING IS REQUIRED WITH BARRIER,THE EXPANSION JOINTS WILL BE REQUIRED FROM THE TOP OF WALLTO THE BOTTOM OF THE BASE OR FOOTING.6. IN LIEU OF THE REINFORCEMENT SHOWN ON THESE PLANS THECONTRACTOR MAY SUBMIT DIFFERENT REINFORCING DETAILS FORREVIEW, HOWEVER, PRIOR APPROVAL MUST BE OBTAINED FROM THEDEPARTMENT.BARBARRIERFINISHEDGRADEBRIDGE ENDPAVEMENTEC#13 CONTINUOUS BARS#16 BARS @ 1500(TOTAL = 5)(TOTAL = 8)3000BARS "A", "B" OR "C" @ 225 O.C.(SEE TYPE ABOVE)CONNECTION TO STRUCTURED275810#13 BARS SPACED@ 300 O.C.BAR "G"BRIDGE ENDFINISHEDPAVEMENTGRADESECTION C-C SECTION D-D SECTION E-ENOTE: SINGLE FACE BARRIER SHOWN. DOUBLE FACE BARRIER SIMILAR.#13 BARS HAVE 25-mm CLEARANCE FROM FACE OF BARRIER.50CLEAR#13 CONTINUOUSBARS(TOTAL = 3)50 X 100-mmKEYDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANMEDIAN BARRIER:CONCRETE(CAST IN PLACE)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERMB-2SHEET NUMBER6204RDEPAR TMENTO FT RANSPOTATI O N

150510150STATEPROJECT NO.MISS.20 mm DIA., 150 mm LONG, NATIONAL COARSE THREADCOIL LOOP INSERTS. TWO (2) REQUIRED PER SECTION.1251252 2DELINEATORS50BAR "S"BAR "R"610305 210 2075SEEDETAIL A752510030.7(MAX.)M30-3.5 THREADPITCH30.050.0(MAX.)3.4(MIN.)60.0(MAX.)33.0(MIN.)EYEBOLTMACHINE NUTWITH WASHERDELINEATOR, CONCRETEPRECAST MEDIAN BARRIER, TYPE 1338BEVEL OR RADIUSBAR "S"1020PLAN101545 (MIN.)85 (MAX.)DETAIL AHIGH-STRENGTHSTRUCTURAL HEX NUT "F"30HARDENED ROUNDWASHER "H"HSS HEX NUT "F"OR M30 HSS HEXBOLT HEAD1 DELINEATORS SHALL BE REQUIRED UNLESS INDICATED OTHERWISEON THE PLANS. THIS ITEM WILL NOT BE MEASURED SEPARATELY,BUT WILL BE INCLUDED UNDER PAYMENT FOR PRECAST CONCRETEBARRIER.2 DELINEATORS SHALL BE ENCAPSULATED LENS REFLECTIVE SHEETINGON ALUMINUM SHEET, 2.03 mm THICK, OR SHEET STEEL, 2.01 mm THICK,WHICH IS GALVANIZED.BARS "U"3050 + 13-(PAY LIMITS)BAR "M"BAR "R"COIL LOOPS TO BE RECESSED 13 mmBARS "U"205BEVEL OR RADIUSBAR "M"48015050180BARS "L"640THREAD LENGTH40(MIN.)3HARDENED ROUNDWASHER "H"NUTONLYTHREADED STEELROD OR M30 HSSHEX BOLTM30-3.5 THREADPITCH (TYP.)3 ALUMINUM OR STAINLESS STEEL SLOTTED ROUND HEAD MACHINE SCREW,M5-0.8 THREAD PITCH, 40 mm LONG, 2-WASHERS AND 1-HEX HEAD NUT(COMMERCIAL QUALITY)4 THE DELINEATORS SHALL BE INSTALLED FACING TRAFFIC WITHYELLOW ON THE LEFT AND WHITE ON THE RIGHT, UNLESSOTHERWISE SPECIFIED.5 SPACINGS OF DELINEATORS:TANGENT SECTION - 6000 mm.CURVED SECTION - 3000 mm.BARS "L"BAR "S"BARS "L"405810255255 RBAR "S"BAR "U"75(MIN.)HARDENED ROUNDWASHER "H"HSS HEX NUT "F"6 OPTIONAL DELINEATORS, WHICH ARE ON THE MISSISSIPPI DEPARTMENTOF TRANSPORTATION "LIST OF APPROVED MATERIALS", WILL BE ACCEPTED.BAR "M"940 150 150 150 15050755020075305610100ANCHOR STUD CONNECTOR DETAILSNOTE: ALTERNATE METHODS OF CONNECTING PRECASTBARRIERS, SUCH AS J-HOOKS, MAY BE SUBSTITUTED IFAPPROVED BY THE ENGINEER.GENERAL NOTES:1. LIFTING DEVICES AND ATTACHMENTS TO BARRIER SECTIONS SHALL BEAS APPROVED BY THE ENGINEER.BAR "M"2.PLACE ALL STEEL REINFORCEMENT 50 mm MINIMUM FROM OUTSIDE FACEOF WALL, EXCEPT AS OTHERWISE SHOWN.ELEVATIONEND3.THE ANCHOR STUD CONNECTOR SHALL CONFORM TO AASHTO M 314, GRADE 55.PRECAST CONCRETE MEDIAN BARRIERTHE HSS HEX NUTS AND THE HARDENED ROUND WASHERS SHALL MEET THEREQUIREMENTS OF ASTM A 325M.4.CONCRETE SHALL BE CLASS "B" (CLASS 1 FINISH). REINFORCING STEELSHALL MEET THE REQUIREMENTS OF AASHTO M 31M.3055.STEEL RODS SHALL MEET THE REQUIREMENTS OF ASTM A 36M."M", 3 #13 BARS"R", 1 #19 BARS"S", 2 #19 BARS290027402440150(GALV.)75D/3 150(TYP.)D/3(TYP.)756.CONNECTOR RODS, CONNECTOR PINS, NUTS AND WASHERS SHALL BE GALVANIZEDMEETING THE REQUIREMENTS OF AASHTO M 111.22 R20TOP CONNECTOR32 R1778 46.4 7.9 0.712450BARS "M", "R" & "S"2 19-mm STEEL RODS, 630 mm LONGAPPROXIMATE QUANTITIES FOR 3-m BARRIERMASS REINF. STEEL STEEL RODS CONCRETE(kg) (kg) (kg)3(m )6108107001504953058 #13 BARS, 1550 mm LONGBARS "U"61022 R8 #13 BARS, 710 mm LONGBARS "L"100510150150(GALV.)2 19-mm STEEL RODS, 1060 mm LONGBOTTOM CONNECTORBAR AND ROD DETAILSNOTE: WHERE STEEL ROD GALVANIZATIONIS SHOWN ABOVE, GALVANIZE AFTER BENDING.235150LAPPLAN75LAPBARRIER CONNECTION DETAIL50ELEVATION75100DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANMEDIAN BARRIER:CONCRETE(PRECAST)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERMB-2ASHEET NUMBER6205RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.410MISS.180 80 75 75BAR "A2"1070740255 RBAR "A1"BAR "A1"BAR "A2"VAR.(810 TO 1070)900730ASPHALTPAVEMENT100 75 25575 75250 170 70230150VAR.#13 DEFORMED TIEBARS @ 750 O.C.,750 LONG. (NOT A(610 TO 670)SECTION B-BBAR "A1"NOTE: BARS "A1" ARE #13BARS SPACED @ 225 O.C.BAR "A2"NOTE: BARS "A2" ARE #13BARS SPACED @ 225 O.C.SEPARATE PAY ITEM.)SECTION A-ATYPE 118-m TRANSITIONTYPE 1(1070 HEIGHT)(DIMENSIONS OF BARS "A1" & "A2" TO BE DETERMINED IN FIELD. SPACING THROUGH TRANSITION: "A1" @ 225 O.C., "A2" @ 450 O.C..)(810 HEIGHT)CONSTRUCTION JOINTA(6000 O.C. TYPICA)#13 CONTINUOUS BARSB#13 CONTINUOUS BARSCONSTRUCTION JOINT(6000 O.C. TYPICAL)8101070FINISHEDGRADEBARS "A1" @ 225 O.C.BARS "A2" @ 450 O.C.#13 CONTINUOUS BARSFINISHEDGRADEASPHALT PAVEMENT#13 CONTINUOUS BARSBSTRAIGHT #13 BARS @ 225 O.C.TIEING STEEL REQUIRED.(TO BE INCLUDED IN CONCRETEMEDIAN BARRIER PAY ITEM.)ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.AELEVATIONGENERAL NOTES:1. TRENCHING OR EXCAVATION TO BE ABSORBED.2. FOR ADDITIONAL DETAILS, SEE STANDARD DRAWING MB-2.DATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANINNOVATIVE MEDIANBARRIER:CONCRETE(CAST IN PLACE)TYPE 1(1070 HEIGHT)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERMB-3SHEET NUMBER6206RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.410MISS.180 80 75 75BAR "A2"115 X 1500 DRAINAGEOPENING (REQUIRED)CONCRETEPAVEMENT1070150 75 255 740255 R7525#13 CONTINUOUS BARSBAR "A1"STRAIGHT #13 BARS @ 225 O.C.TIEING STEEL REQUIRED.(TO BE INCLUDED IN CONCRETEMEDAIN BARRIER PAY ITEM.)150 X 150 - W1.4 X W1.4 ORVAR. SLOPE(1:1 MAX.)150 X 150 - D1.4 X D1.4 WIREMESH (NOT A PAY ITEM)BAR "A2"VAR.(380 TO 410)VAR.(810 TO 1070)BAR "A1"25090073023075170 70#13 DEFORMED TIEBARS @ 750 O.C.,750 LONG. (NOT100-mm PAVED MEDIAN(CLASS "C" CONCRETE)SECTION B-BBAR "A1"NOTE: BARS "A1" ARE #13BARS SPACED @ 225 O.C.BAR "A2"NOTE: BARS "A2" ARE #13BARS SPACED @ 225 O.C.A SEPARATE PAY ITEM.)SECTION A-ATYPE 4 MODIFIED(1070 HEIGHT)18-m TRANSITION(DIMENSIONS OF BARS "A1" & "A2" TO BE DETERMINED IN FIELD. SPACING THROUGH TRANSITION: "A1" @ 225 O.C., "A2" @ 450 O.C..)TYPE 4 MODIFIED(810 HEIGHT)ACONSTRUCTION JOINT(6000 O.C. TYPICAL)#13 CONTINUOUS BARSB#13 CONTINUOUS BARSCONSTRUCTION JOINT(6000 O.C. TYPICAL)8101070FINISHEDGRADEBARS "A1" @ 225 O.C.BARS "A2" @ 450 O.C.#13 CONTINUOUS BARSFINISHEDGRADECONCRETE PAVEMENT#13 CONTINUOUS BARSBSTRAIGHT #13 BARS @ 225 O.C.TIEING STEEL REQUIRED.(TO BE INCLUDED IN CONCRETEMEDIAN BARRIER PAY ITEM.)ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.AELEVATIONGENERAL NOTES:1. FOR ADDITIONAL DETAILS, SEE STANDARD DRAWING MB-2.2. DRAINAGE OPENINGS SHALL BE PLACED AT EACH SAG POINT,15 m EACH SIDE OF SAG POINTS AND AT 30-m INTERVALSTHEREAFTER, WHERE THE FLOW OF SURFACE WATERRUNOFF IS TOWARD THE BARRIER. REINFORCINGSTEEL SHALL BE ADJUSTED TO PROVIDE A 50-mm CLEARANCEOVER THE OPENING.DATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANINNOVATIVEMEDIAN BARRIER:CONCRETE(CAST IN PLACE)TYPE 4 MODIFIED(1070 HEIGHT)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERMB-4SHEET NUMBER6207RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.3.51-mm GALVANIZEDSTANDARDLAP JOINTAT POSTLINER PLATES TO BEFABRICATED ON 900-mmRADIUS (6 PIECESREQUIRED).3.51-mm GALVANIZEDLINER PLATEC LPOSTSTANDARDLAP JOINTM16 X 2 X 250 mmLONG BOLTSTANDARDAT POSTLAP JOINT200 X 200-mmPOSTSTANDARDLAP JOINT140M16 X 2 X 30 mmSIGNALBASE1800NEUTRALAXIS460180LONG BOLT140200 X 200-mm200 X 200-mm POSTSTANDARDLAP JOINTAT POSTPOSTSTANDARDLAP JOINTAT POSTSTANDARDLAP JOINTDETAIL OF STANDARD LAP JOINT AT POST(3 REQUIRED)SECTION OF STANDARD LAP JOINT AT POSTPLANNOTE: BOLTS ARE M16 X 2 X 30 mm LONG GALVANIZED CARRIAGE BOLTS(3 REQUIRED PER STANDARD LAP JOINT AT POST) AND M16 X 2 X 250 mm LONGGALVANIZED CARRIAGE BOLTS THRU POST (2 REQUIRED PER STANDARD LAP JOINTAT POST).STANDARDLAP JOINT1800900 900GENERAL NOTES:3.51-mm GALVANIZEDLINER PLATESSIGNAL POLEC L4601. LINER PLATE MAY BE GALVANIZED AFTER FABRICATIONIN ACCORDANCE WITH COATING DESIGNATION G210 - ASTM A 525M.2. ALL POSTS SHALL BE 200 X 200-mm TREATED ROUGH TIMBER.GROUND LINE270 4607303.51-mm GALVANIZEDLINER PLATE200 X 200-mmPOSTELEVATIONNOTE: SIGNAL BASE AND POLE NOT SHOWN.POST1125200 X 200-mmDETAIL OF STANDARD LAP JOINT(3 REQUIRED)NOTE: BOLTS ARE M16 X 2 X 30 mm LONG GALVANIZED CARRIAGE BOLTS(5 REQUIRED PER STANDARD LAP JOINT).DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONPROTECTIVE DEVICEFOR RAILROAD SIGNALISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERRS-1SHEET NUMBER6208RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.DIAMETER165 MIN. - 200 MAX.TOP OF POSTD/2BOTTOM OFDOME SHAPE6001500SEE NOTEBELOWSEE NOTEBELOWSEE NOTEBELOWSEE NOTEBELOWPLAN SHOWING LOCATION OF GUARD POSTSON FLARED RIGHT-OF-WAYSLOPE AWAYFROM ROADWAY600 900ELEVATIONSECTIONDETAILS OF WOOD GUARD POST- TYPE I150 mm DIAMETERNOMINAL25 MIN.DIAMETER165 MIN. - 200 MAX.GENERAL NOTES:1. POSTS SHALL BE PEELED AND ROUNDED BEFORE TREATMENT.2. TYPE I POSTS SHALL BE ROUNDED ON TOP IN AN APPROVED MANNER.NOTE: GUARD POSTS EVENLY SPACED @ 1650 mm ON CENTER MAX.1500900150-mmSECTIONELEVATIONSECTIONDETAILS OF WOOD GUARD POST- TYPE IIDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANGUARD POSTOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGP-1SHEET NUMBER6209RDEPAR TMENTO FT RANSPOTATI O N

1050105030019501500150025019501950210016502700 (4 DIGITS)2250 (3 DIGITS)STATEMISS.PROJECT NO.18001800 (1 OR 2 DIGITS)380 1040 380 50 BORDER225 RADIIG-2 G-3VAR.1040VAR.50 BORDER225 RADII2250, 2400, 2550, 2700, 2850, 300025 BORDER150 RADII25030020046015001500210300210400150580G-44350, 4500, 4650, 4800, 495025 BORDER75 RADII200200200600G-52502001502002501050290380VAR. 830 300 700 300 VAR. 300 1010 VAR.VAR. VAR.3001010VAR.560 680 560TYPE "A" ARROW(30 )GREEN BACKGROUNDVAR.600825VAR.(1 OR 2 DIGITS)(3 DIGITS)150TYPE "A" ARROW(45 )GREEN BACKGROUNDGREEN BACKGROUNDVAR.830 300 700GREEN BACKGROUNDVAR.1050(4 DIGITS)C DIGITSL34502700305 2840305545 161054550 BORDER225 RADII300320 770 380 166032050 BORDER300 RADII2503300980 134098050 BORDER225 RADII2250455 134045550 BORDER225 RADIIG-6300225G-7250200250G-8250250200G-9250250200300200250250225250200200300200250250250580VAR.VAR.375 1260VAR.300GREEN BACKGROUND395 1030 3801250 395250BLACK BACKGROUND320 1030 380 1250 320800 1700800GREEN BACKGROUND220325 2050325670 2110 670835 580 835275 1700 2753750345 34513701240 45050 BORDER225 RADII3900420 1240 450137042050 BORDER225 RADII2100430 1240 43050 BORDER225 RADIITYPE "A" ARROW(45 )GREEN BACKGROUNDG-10340G-11335G-12200GENERAL NOTE:3004002003002303003002003001851. THE HORIZONTAL SPACING SHOWN ON THESE DRAWINGS ISFOR REMOVABLE COPY TYPE B (SEE SPECIFICATIONS).THIS SPACING MAY VARY SOMEWHAT WHEN REMOVABLECOPY TYPE A IS USED. THE VERTICAL SPACING WILLREMAIN THE SAME REGARDLESS OF WHICH TYPE IS USED.ANY CHANGE IN HORIZONTAL SPACING WILL BE SUBJECT TOAPPROVAL BY THE ROADWAY DESIGN ENGINEER.260335580VAR.VAR.450 1525VAR.BLUE BACKGROUND345 1250 450 1510 345BLUE BACKGROUNDG-163300245 830 300 1680 245VAR. VAR. 300 1010VAR.25 BORDER150 RADII250200150200250BLUE BACKGROUND225 200150G-1325180025 BORDER1000 225150 RADII150200190200135150150210400 650150 150 X 225 ARROW200 400(45 )BLUE BACKGROUND365760 580 7601370365185TYPE "A" ARROW(45 )BLUE BACKGROUNDDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONSTANDARD DIRECTIONALISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLAN(GUIDE) SIGNSOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSN-1SHEET NUMBER6220RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.WHITEDDEEFMCDEREDCBLUECCWHITEG*KJFFHBGCG GGBLACKWHITEM K J*BEBLACKWHITEC DC*BGENERAL NOTES:1. U.S. AND MISSISSIPPI SHIELDS DO NOTHAVE AN OUTSIDE BORDER.2. INTERSTATE, U.S. AND MISSISSIPPISHIELDS SHOWN ON THIS DRAWINGARE TO BE USED ONLY ON GUIDESIGNS. SEE OTHER DRAWINGS FORSHIELDS TO BE USED INDEPENDENTLYAS ROUTE MARKERS.3. ON INTERSTATE SHIELDS, THE LEGENDAND BACKGROUND SHALL BEREFLECTORIZED.4. ON U.S. AND MISSISSIPPI SHIELDS, THEFHBACKGROUND SHALL BE REFLECTORIZED.ACCAA*5. IN SOME CASES, NUMERALS CANNOTBE ACCOMMODATED WITHIN THESPACE AVAILABLE. FOR THESESITUATIONS, THE STANDARD SERIES"D" NUMERALS MAY BE REDUCEDTO SERIES "C" NUMERALS OR ASA SECOND CHOICE TO THE NEXTSMALLER HEIGHT COMMONLY300 NUMERALS 450 NUMERALS 600 NUMERALS 300 NUMERALS 450 NUMERALS 600 NUMERALSAVAILABLE.2 DIGITS 3 DIGITS 2 DIGITS 3 DIGITS 2 DIGITS 3 DIGITS2 DIGITS 3 DIGITS 2 DIGITS 3 DIGITS 2 DIGITS 3 DIGITSABCDEFGH* JKM600 750600 600375 425375 600125 125132.5C132.5D2530025300137 13749 49900 1125 1200 1500900 900 1200 12005635631886389001887507502508501200250193.75C193.75D255C255D37450374505060050600206 206 275 27575 75 100 100ABCDEFGHJ*KM600 750 900 1125600 600 900 900125 125 188 188175 250 263 375125 225 188 338501752550175100752633875263138137 137 206 206300 300 450 450163 163 244 2441200 15001200 1200250 250350 500250 450100 100350 35050 200275 275600 600325 3251,2-DIGIT(S)1,2-DIGIT(S)1,2-DIGIT(S)3-DIGITS3-DIGITS3-DIGITSDIMENSIONS (mm)*A B C D E600 600 150 300 300900 900 225 450 4501200 1200 300 600 600750 600 150 300 VAR.1125 900 225 450 VAR.1500 1200 300 600 VAR.GENERAL NOTES:1. THESE ARE "OVERLAY" SIGNS FABRICATED ON 2.03 mm THICK1075140 79514050VAR.1300135 1030135 135 7952400305 1030 135ALUMINUM (6061-T6) AND ARE TO BE RIVETED TO DIRECTIONALSIGNS DESIGNATED ON PLANS. THESE SIGNS WILL NOT BEPAID FOR AS SEPARATE SIGNS BUT SHALL BE CONSIDEREDAS PART OF THE MAJOR SIGNS TO WHICH THEY ARE AFFIXED.7575752. LETTER SIZE: 300 mm SERIES "D"4503007550XIT487 48850 35050600 60050 5030075450XIT30075450R = 75760 78076050 50COLOR: LEGEND - BLACK; BACKGROUND - HI-INTENSITY YELLOWR = 75ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.DATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONROUTE SHIELDSAND"EXIT ONLY" PANELSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSN-2SHEET NUMBER6221RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.SIGN NUMBERALUMINUM (6061-T6)SIGN BLANK THICKNESSD9-2RD9-2LARROWD10-1 D10-2 D10-3 M1-1 M1-101 M1-4 M1-6M2-1 M2-1AM3-3*M3-3A*M3-103A *2.03 2.03 2.03 2.03 2.03 3.18 2.03 2.03 2.03 2.03 2.03eLEGENDR = 38R = 38R = 38R = 38R = 38R = 38R = 38R = 38e = 275 (600 X 600)R = 38e = VAR. (750 X 600)LETTER &NUMERAL SERIESINSIDEWIDTH OF BORDER OUTSIDESIZE (WIDTH X HEIGHT)COPYCOLORSBACKGROUND100 SERIES "C" 100 SERIES "C" 100 SERIES "C"200 SERIES "C" 250 SERIES "C"400 SERIES "E" 250 SERIES "C" 250 SERIES "C" 250 SERIES "C" (SEE NOTE BELOW)(SEE NOTE BELOW)300 SERIES "D" (SEE NOTE BELOW) 225 SERIES "C"150 SERIES "C"200 SERIES "C"16 BLACK16 BLACK13 WHITE 13 WHITE 13 WHITE 13 WHITE 13 WHITE 19 WHITEBLACK OUTSIDE BORDERBLACK OUTSIDE BORDER10 WHITE 13 WHITE 10 WHITE 13 WHITE 13 WHITE600 X 600 600 X 150 300 X 600 300 X 900 300 X 1200600 X 600 (1 OR 2 DIGITS) 900 X 900 (1 OR 2 DIGITS) 600 X 600 (1 OR 2 DIGITS)600 X 600 (1 OR 2 DIGITS)750 X 600 (3 DIGITS) 1125 X 900 (3 DIGITS) 750 X 600 (3 DIGITS)750 X 600 (3 DIGITS)525 X 375600 X 300750 X 375WHITEWHITEWHITEWHITEWHITEBLACKBLACKBLACK WHITEBLACK WHITEWHITEBLUEGREENGREENGREENTOP-RED; BOTTOM-BLUEWHITEWHITEWHITE BLUEWHITE BLUEBLUEREFLECTORIZATIONALLALL ALL ALLALLBACKGROUNDBACKGROUNDB’GROUNDALLB’GROUNDALLALLNUMBER OF POSTSFOR MOUNTING11 1 11111 11NUMBER OF HOLES TO BEPUNCHED (10 mm DIA.)2 22 2 32 42(VERT. PUNCHING)2(HORIZ. PUNCHING)2(VERT. PUNCHING)2(HORIZ. PUNCHING)2 22PUNCHING DISTANCE FROMEACH VERTICAL EDGE300 (VERT. CENTER)150 (VERT. CENTER) 150 (VERT. CENTER) 150 (VERT. CENTER)VERT. CENTER125 FROMVERT. CENTERVERT. CENTER125 FROMVERT. CENTERVERT. CENTER125 FROMVERT. CENTERVERT. CENTER300 (V. PUNCH)175 (H.PUNCH)300250PUNCHING DISTANCEFROM TOP EDGE75; 52525; 12550; 550 50; 850 50; 525; 115050; 550 75;75075; 525 30075; 52530040; 34040: 265 (V.P.)150 (H.PUNCH)40; 265190SIGN NUMBERALUMINUM (6061-T6)SIGN BLANK THICKNESSM4-5 M4-5A M5-1L M5-1LA M5-1R M5-1RA M5-2L M5-2LA M5-2R M5-2RA M6-1L M6-1LA M6-1R M6-1RA M6-2L M6-2LA M6-2R M6-2RA M6-3 M6-3A M6-4 M6-4A M6-6L M6-6LA M6-6R M6-6RA2.03 2.03 2.03 2.03 2.03 2.03 2.03 2.03 2.03 2.03 2.03 2.03 2.03LEGENDR = 38R = 38R = 38R = 38R = 38R = 38R = 38R = 38R = 38R = 38R = 38R = 38R = 38LETTER &NUMERAL SERIESINSIDEWIDTH OF BORDER OUTSIDE150 SERIES "E"16 BLACK16 BLACK16 BLACK16 BLACK16 BLACK16 BLACK16 BLACK16 BLACK16 BLACK16 BLACK16 BLACK16 BLACK16 BLACK10 WHITE 13 WHITE 10 WHITE 13 WHITE 10 WHITE 13 WHITE 10 WHITE 13 WHITE 10 WHITE 13 WHITE 10 WHITE 13 WHITE 10 WHITE 13 WHITE 10 WHITE 13 WHITE 10 WHITE 13 WHITE 10 WHITE 13 WHITE 10 WHITE 13 WHITE 10 WHITE 13 WHITE 10 WHITE 13 WHITESIZE (WIDTH X HEIGHT)600 X 300525 X 375525 X 375525 X 375525 X 375525 X 375525 X 375525 X 375525 X 375525 X 375525 X 375525 X 375525 X 375COLORSCOPYBACKGROUNDBLACKWHITEWHITEBLUEBLACKWHITEWHITEBLUEBLACKWHITEWHITEBLUEBLACKWHITEWHITEBLUEBLACKWHITEWHITEBLUEBLACKWHITEWHITEBLUEBLACKWHITEWHITEBLUEBLACKWHITEWHITEBLUEBLACKWHITEWHITEBLUEBLACKWHITEWHITEBLUEBLACKWHITEWHITEBLUEBLACKWHITEWHITEBLUEBLACKWHITEWHITEBLUEREFLECTORIZATIONB’GROUNDALLB’GROUNDALLB’GROUNDALLB’GROUNDALLB’GROUNDALLB’GROUNDALLB’GROUNDALLB’GROUNDALLB’GROUNDALLB’GROUNDALLB’GROUNDALLB’GROUNDALLB’GROUNDALLNUMBER OF POSTSFOR MOUNTING1111111111111NUMBER OF HOLES TO BEPUNCHED (10 mm DIA.)2222222222222PUNCHING DISTANCE FROMEACH VERTICAL EDGEPUNCHING DISTANCEFROM TOP EDGE300 (VERT. CENTER)40; 265VERT. CENTER VERT. CENTER VERT. CENTER VERT. CENTER VERT. CENTER VERT. CENTER VERT. CENTER VERT. CENTER VERT. CENTER VERT. CENTER VERT. CENTER VERT. CENTER40; 34040; 34040; 34040; 34040; 34040; 34040; 34040; 34040; 34040; 34040; 34040; 340ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.GENERAL NOTES:1. THE DIMENSIONS FOR THE INTERSTATE AND U.S. SHIELDS SHALL CONFORMWITH THOSE SHOWN IN THE MANUAL ON UNIFORM TRAFFICCONTROL DEVICES, LATEST EDITION.2. ROUTE MARKERS AND SHIELDS SHOWN ON THIS SHEET ARE FOR USE INDEPENDENTLYOF INTERSTATE DIRECTIONAL (GUIDE) SIGNS. SEE OTHER DRAWINGSFOR SHIELDS TO BE USED ON INTERSTATE DIRECTIONAL (GUIDE) SIGNS.3. THE QUANTITIES LISTED ON THE SUMMARY OF QUANTITIES SHEET FOR THESIGNS SHOWN ON THIS SHEET WILL BE USED AS THE BASIS FOR FINAL PAYMENT,EXCEPT WHERE SIGNS ARE MODIFIED FROM THAT SHOWN.4. M1-6: IN SOME CASES NUMERALS CANNOT BE ACCOMMODATED WITHIN THE SPACEAVAILABLE. FOR THESE SITUATIONS, THE STANDARD SERIES "D" NUMERAL SHALL BEREDUCED TO SERIES "C’.*NORTHM3-1M3-1AM3-101AEASTM3-2M3-2AM3-102ASOUTHM3-3M3-3AM3-103AWESTM3-4M3-4AM3-104ADATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANSTANDARDROADSIDE SIGNSOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSN-3SHEET NUMBER6222RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.SIGN NUMBERR1-1 R1-101 R1-2 R1-102 R2-1 R2-101 R2-102 R2-104 R3-1 R3-2R3-3 R3-4 R3-5 R4-103ALUMINUM (6061-T6)SIGN BLANK THICKNESS2.03 3.18 3.18 3.18 2.03 3.18 3.18 3.18 2.03 2.03 2.03 2.03 2.033.18SLOWERLEGENDYIELDR=50R=100R=38SPEEDLIMIT70R=75T UCKSR=75MINIMUMSPEED40R=75R=48R=48R=38R=48R=48TRAFFICKEEPRIGHTR=75LETTER &NUMERAL SERIESINSIDEWIDTH OF BORDER OUTSIDESIZE (WIDTH X HEIGHT)COPYCOLORSBACKGROUNDREFLECTORIZATIONNUMBER OF POSTSFOR MOUNTINGNUMBER OF HOLES TO BEPUNCHED (10 mm DIA.)PUNCHING DISTANCE FROMEACH VERTICAL EDGEPUNCHING DISTANCEFROM TOP EDGESIGN NUMBER900 OCTAGON 1200 OCTAGONWHITEREDWHITEREDALL ALL ALL1 1 12 42450 (VERT.CENTER)250900 EQUIL.TRIANGLEREDWHITE450 (VERT.CENTER)REDWHITEALL14500100 SERIES "E" 200 SERIES "E"100 SERIES "E" 200 SERIES "E"300 SERIES"C" 400 SERIES"C" 75 SERIES "C"125 SERIES "C"250 SERIES "E" 400 SERIES "E"125 RED200 RED1500 EQUIL.TRIANGLE16 BLACK22 WHITE 32 WHITE 19 WHITE 38 WHITE 10 WHITE600 X 750BLACKWHITEB’GROUNDBLACKWHITEB’GROUND1 12 6300 (VERT.CENTER)32 BLACK19 WHITE250200 SERIES "D"400 SERIES "E"19 BLACK19 WHITE 13 WHITE13 WHITE10 WHITE13 WHITE13 WHITE19 WHITE1200 X 1500 1200 X 1200 1200 X 1200750 X 750 750 X 750 600 X 600750 X 750750 X 9001200 X 1500BLACKWHITEBACKGROUND200 SERIES "C"200 SERIES "C"400 SERIES "D"32 BLACK 22 BLACK19 WHITEBLACKWHITEBACKGROUND--- ---4 4250 250BLACK & REDWHITEBACKGROUND,CIRCLE, & DIAGONAL75; 825 250; 950 50; 650 75; 675 75; 675 100; 750; 1400 100; 1100 100; 1100 75; 675 75; 675 75; 525 75; 675 75; 825 100; 750; 140019 BLACKBLACK & REDWHITEBACKGROUND,CIRCLE, & DIAGONAL16 BLACKBLACKWHITEBACKGROUND19 BLACKBLACK & REDWHITEBACKGROUND,CIRCLE, & DIAGONAL19 BLACKBLACKWHITEBACKGROUND1 1 1 1 1 122150 SERIES "D"125 SERIES "D"22150 SERIES "D" 200 SERIES "D"375 (VERT. CENTER) 375 (VERT. CENTER) 300 (VERT. CENTER)375 (VERT. CENTER) 375 (VERT. CENTER)R4-7 R4-107 R4-8 R5-1 R5-101 R5-1a R6-1L, R6-1R R6-2L, R6-2RR8-104 R11-101232 BLACKBLACKWHITEBACKGROUND6250ALUMINUM (6061-T6)SIGN BLANK THICKNESS2.03 3.182.03 2.03 3.183.183.182.033.183.18LEGENDLETTER &NUMERAL SERIESINSIDEWIDTH OF BORDER OUTSIDER=38 R=57R=3816 BLACK22 BLACK16 BLACK10 WHITE16 WHITE10 WHITER=48DO NOTWHITE OUT-SIDE BORDERENTERR=75WHITE OUT-SIDE BORDERONE WAYONEWAYEMERGENCYPARKINGONLYKEEPOFFMEDIANR=57100 SERIES "D" 150 SERIES "D" 200 SERIES "D" 100 SERIES "D" 125 SERIES "D" 150 SERIES "D" 250 SERIES "C"25 WHITER=5713 WHITER=3816 BLACK10 WHITER=3822 BLACK16 WHITE32 BLACK19 WHITER=75SIZE (WIDTH X HEIGHT)600 X 750 900 X 1200 600 X 750750 X 7501050 X 10501050 X 900900 X 300450 X 600 1200 X 9001200 X 1500COLORSCOPYBACKGROUNDBLACKWHITEBLACKWHITEBLACKWHITEWHITEREDWHITEREDWHITEREDBLACK (WHITE ARROW)BLACKBLACKWHITEBLACKWHITEBLACKWHITEREFLECTORIZATIONBACKGROUNDBACKGROUNDBACKGROUNDALLALLALLARROW & BORDERBACKGROUNDBACKGROUNDBACKGROUNDNUMBER OF POSTSFOR MOUNTINGNUMBER OF HOLES TO BEPUNCHED (10 mm DIA.)PUNCHING DISTANCE FROMEACH VERTICAL EDGEPUNCHING DISTANCEFROM TOP EDGE1 1111111212 4 22442246300 (VERT. CENTER) 125300 (VERT. CENTER)375 (VERT.225 (VERT.200200450 (VERT. CENTER)CENTER)CENTER)25025075; 675 100; 1100 75; 675 75; 675 100; 95075; 82540; 26575; 525150; 750 100; 750; 1400GENERAL NOTES:1. THE QUANTITIES LISTED ON THE SUMMARY OF QUANTITIES SHEET FOR THESIGNS SHOWN ON THIS SHEET WILL BE USED AS THE BASIS FOR FINAL PAYMENT,EXCEPT WHERE SIGNS ARE MODIFIED FROM THAT SHOWN.2. THE SPEED LIMITS REQUIRED ON SIGNS R2-1 AND R2-101 WILL BE SHOWN ONINDIVIDUAL PLAN SHEETS.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANSTANDARDROADSIDE SIGNSOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSN-3ASHEET NUMBER6223RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.SIGN NUMBERW1-1LW1-1RW1-2LW1-2RW1-3LW1-3RW1-4LW1-4RW1-6LW1-6RW1-7 W3-1a W3-2a W3-3W4-1LW4-1RW4-101LW4-101RALUMINUM (6061-T6)SIGN BLANK THICKNESS3.18 3.18 3.18 3.18 3.18 3.18 3.18 3.18 3.18 3.18 3.18LEGENDWHITEREDWHITEREDREDYELLOWGREENR=48 R=48R=57 R=57R=57R=48R=75R=48 R=48R=48 R=48LETTER &NUMERAL SERIESINSIDE19 BLACK19 BLACK19 BLACK19 BLACK19 BLACK19 BLACK22 BLACK22 BLACK22 BLACK19 BLACK32 BLACKWIDTH OF BORDER OUTSIDE13 YELLOW13 YELLOW13 YELLOW13 YELLOW13 YELLOW13 YELLOW16 YELLOW16 YELLOW16 YELLOW13 YELLOW19 YELLOWSIZE (WIDTH X HEIGHT)750 X 750750 X 750750 X 750750 X 7501200 X 6001200 X 600900 X 900900 X 900900 X 900750 X 7501200 X 1200COPYCOLORSBACKGROUNDREFLECTORIZATIONBLACKYELLOWBACKGROUNDBLACKYELLOWBACKGROUNDBLACKYELLOWBACKGROUNDBLACKYELLOWBACKGROUNDBLACKYELLOWBACKGROUNDBLACKYELLOWBACKGROUNDBLACKYELLOWBACKGROUND& SYMBOLBLACKYELLOWBACKGROUND& SYMBOLBLACKYELLOWBACKGROUND & "LIGHTS"BLACKYELLOWBACKGROUNDBLACKYELLOWBACKGROUNDNUMBER OF POSTSFOR MOUNTING11112211111NUMBER OF HOLES TO BEPUNCHED (10 mm DIA.)22224422224PUNCHING DISTANCE FROMEACH VERT. EDGEVERT. CENTER VERT. CENTER VERT. CENTER VERT. CENTER150 150VERT.CENTERVERT.CENTERVERT. CENTERVERT.CENTER365 FROMVERT. CENTERPUNCHING DISTANCEFROM TOP EDGE375 FROM HORIZ. CENTER 375 FROM HORIZ. CENTER 375 FROM HORIZ. CENTER 375 FROM HORIZ. CENTER450 FROM450 FROM75; 525 75; 525 450 FROM HORIZ. CENTERHORIZ. CENTERHORIZ. CENTER375 FROMHORIZ. CENTER365 FROMHORIZ. CENTERSIGN NUMBERW4-2 W5-1W6-1W6-2 W6-3W13-1W13-2 W13-3 W10-1 W10-101ALUMINUM (6061-T6)SIGN BLANK THICKNESS3.18 3.18 3.18 3.18 3.18 2.033.18 3.18 3.18 3.18NOTE: SEE PLAN SHEETS FORIDEOGRAM REQUIRED ONINDIVIDUAL SIGNS.EXITAMPLEGENDM.P.H.R=38M.P.H.M.P.H.LETTER &NUMERAL SERIESINSIDEWIDTH OF BORDER OUTSIDER=48R=75R=75200 SERIES "E’200 SERIES "E’R=57 R=57 R=57 R=57150 SERIES "D"200 SERIES "E"75 SERIES "E"400 SERIES "E"150 SERIES "E’ (SEE NOTE)400 SERIES "E"150 SERIES "E’ (SEE NOTE) 200 SERIES "E" 250 SERIES "E"22 BLACK22 BLACK22 BLACK22 BLACK19 BLACK16 BLACK32 BLACK32 BLACK19 BLACK 32 BLACK16 YELLOW16 YELLOW 16 YELLOW16 YELLOW13 YELLOW10 YELLOW19 YELLOW 19 YELLOW13 YELLOW 19 YELLOWSIZE (WIDTH X HEIGHT)900 X 900900 X 900900 X 900900 X 900750 X 750450 X 4501200 X 1500 1200 X 1500900 DIAMETER1200 DIAMETERCOLORSCOPYBACKGROUNDBLACKYELLOWBLACKYELLOWBLACKYELLOWBLACKYELLOWBLACKYELLOWBLACKYELLOWBLACKYELLOWBLACKYELLOWBLACKYELLOWBLACKYELLOWREFLECTORIZATIONBACKGROUNDBACKGROUNDBACKGROUNDBACKGROUNDBACKGROUNDBACKGROUNDBACKGROUNDBACKGROUNDBACKGROUNDBACKGROUNDNUMBER OF POSTSFOR MOUNTING1111111111 1NUMBER OF HOLES TO BEPUNCHED (10 mm DIA.)222222662 4PUNCHING DISTANCE FROMEACH VERT. EDGEVERT. CENTER VERT. CENTER VERT. CENTER VERT. CENTER VERT. CENTER225 (VERT. CENTER)250250375375 (VERT.CENTER)PUNCHING DISTANCEFROM TOP EDGE450 FROM HORIZ. CENTER450 FROM HORIZ. CENTER450 FROM HORIZ. CENTER450 FROM HORIZ. CENTER375 FROM HORIZ. CENTER75; 375100; 750; 1400100; 750; 140075; 825125; 1075ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.GENERAL NOTES:1. THE QUANTITIES LISTED ON THE SUMMARY OF QUANTITIES SHEET FOR THESIGNS SHOWN ON THIS SHEET WILL BE USED AS THE BASIS FOR FINAL PAYMENT,EXCEPT WHERE SIGNS ARE MODIFIED FROM THAT SHOWN.2. SIGNS W13-2 AND W13-3- THE STROKE WIDTH OF THE LETTER AND NUMERALSSHALL BE WIDENED TO 20% OF THE LETTER OR NUMERAL HEIGHT.3. THE SPEEDS REQUIRED ON SIGNS W13-1, W13-2 AND W13-3 WILL BE SHOWNON INDIVIDUAL PLAN SHEETS.DATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANSTANDARDROADSIDE SIGNSOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSN-3BSHEET NUMBER6224RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.C LMIN.*600600 MIN.*C LC L OF MAINFACILITYR2-101R2-102 R2-10421002100210024002100SHOULDERLINE3000TYPICAL INSTALLATION IN ISLANDS OFFOF (OR ADJACENT TO) INTERSTATE MAIN FACILITY1800 MIN.RAMP OR LOCAL ROADDIRECTIONAL SIGN59150C L600MIN.*600MIN.C L2100USABLESHOULDER2400 MIN.84 15EDGE OF PAVEMENTSHOULDERLINE1500 MIN.25 252100TYPICAL INSTALLATION ALONG THE INTERSTATE MAINFACILITY AND ALONG RAMPS, FRONTAGE ROADS ANDHIGHWAYSTYPICAL INSTALLATION ALONG FRONTAGE ROAD, RAMPOR STREET WHERE THERE IS NOT A USABLE SHOULDER*NOTE: THE 600 mm MINIMUM OFFSET APPLIES ONLY TO STANDARDSIGNS MOUNTED ON U-SECTION POSTS. ALL STANDARD SIGNSMOUNTED ON PIPE WILL BE OFFSET A MINIMUM OF 1200 mm. RAMPDESTINATION SIGNS WILL BE OFFSET 1200 mm FROM SHOULDERS.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANSTANDARDROADSIDE SIGNASSEMBLY ANDINSTALLATIONOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSN-4SHEET NUMBER6225RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.1515132025WELDM5-( ) AM6-( ) A800400 400375 375 25M3-( ) AM3-( ) AM4-5AM4-5ADN75M1-1M1-1PIPEM1-4M1-4M1-6M1-6M5-( ) AM6-( ) A4040 450190600135012 mm DIA. HOLESWITH M10 BOLTSM8BOLTSM3-( ) AM4-5AM1-1M1-4M1-6M5-( ) AM6-( ) A154040RI-14.46 kg/mU-SECTION POST2.97 kg/m U-SECTION POSTS WITH10 mm DIA HOLES 25 mm O.C. FOR1500600 mmMARKERM3-( ) AM4-5AM5-( ) AM6-( ) AM1-1M1-4M1-640 4010 mm DIA. HOLES 25 mm O.C. FOR 1500 mmSYMBOLSIGN375 (750 mm DIAMOND)450 (900 mm DIAMOND)W13-11025 (750 mm DIAMOND)1200 (900 mm DIAMOND)10 mm DIA. HOLES 25 mm O.C.151200900 X 1200VERTICALRECTANGLEDN75 PIPE2.97 kg/m U-SECTION POSTSWITH 10 mm DIA. HOLES 25 mm O.C.TOP OF POST1000 7515 132015M3-( A)M4-5AM1-1M1-4M1-6M5-( ) AM6-( ) ADN75 PIPEWELDM3-( ) AM4-5AM1-1M1-4M1-6M5-( ) AM6-( ) A1 @ 24252 @ 1320M8BOLTS40 450 40600 1901350TYPICAL ASSEMBLY OF"FLAT TOPPED" REGULATORYOR WARNING SIGN MOUNTED ONA SINGLE U-SECTION POSTBREAKAWAYASSEMBLY2.97 kg/m U-SECTION POSTSWITH 10 mm DIA. HOLES 25 mm O.C.1200 MIN.6565215DN75 PIPEFLUSH WITHGROUND LINECLASS "B" CONCRETEFOOTING REQ’D.12 mm DIA. STEEL ROD-200 mm LONG THROUGHCENTER OF PIPE(TRANSVERSE) (ABSORBED ITEM)300DIA.4.46 kg/mU-SECTION POST900 MIN.1050 MAX.4.46 kg/mU-SECTION POSTGENERAL NOTES:1. UNLESS OTHERWISE SPECIFIED, HORIZONTALBRACES ARE 11 mm X 65 mm X VARIABLELENGTH FLAT STEEL BARS. BARS ARE WELDEDTO PIPE AS SHOWN. WHEN FABRICATION ISCOMPLETE, POST SHALL BE GALVANIZED ASPER SECTION 630 OF THE STANDARDSPECIFICATION.2. HOLES IN FLAT BARS ARE 10 mm DIAMETER.3. SIGNS ARE FASTENED TO FLAT BARS ANDU-SECTION POST WITH M8 BOLTS, WITH FLATWASHER AND LOCK-NUTS.4. GROUND PLATE NOT REQURIED ON U-SECTIONFOOTING DETAIL FORFOOTING DETAIL FORPOST.WELDDN75 PIPEU-SECTION POSTSALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.DATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANSTANDARDROADSIDE SIGNASSEMBLY ANDINSTALLATIONOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSN-4ASHEET NUMBER6226RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.750* *7565025 350 350 25R2-101R4-103W13-2WELDW13-3R11-1017565075025 350 350 25R2-101WELD*25850 75*70025 325 325 25R6-1LR5-101WELD600 350R6-1RR1-2*DN90 PIPE***100730780365 36525 251200 mm DIAMONDWELDDN100 PIPE600 50*550250 25025 25R1-102WELDMISS.650650SEE PLAN VIEW BELOWWHERE REQUIRED*DN100 PIPE2251000BOLTS THRU SIGN, U-POSTSAND FLAT BARSR2-104DN125 PIPEBOLTS THRU SIGN, U-POSTSAND FLAT BARSR2-102*850 7570025 325 325 25WELD750 200*R5-101DN90 PIPE2.97 kg/m U-SECTION POSTSWITH 10 mm DIA. HOLES@ 25 mm O.C.25*R6-1LR6-1R*DN90 PIPER1-1 *VAR.VAR.VAR.*50700325 32525 2525 275 275 252575 75750975 975200025SEE PLAN VIEW BELOWWHERE REQUIRED*R5-101SIGNVAR. SIZE PIPEWELD12 mm DIA. STEEL ROD750R5-1AWELD*300*25 125 125 2525 125 125 2525 125 125300*30025WELD11 mm X 65 mm FLAT BARDN90 NOMINAL PIPEC75 X 7.4 CHANNEL 75 mm LONG25 VAR. 25VAR.DN90 PIPE475 450675 290 165M3-10( )AM1-101 WELDDN100 PIPEM3-( ) M3-( )M1-4, M1-6 M1-4, M1-625 250 250 250 250 251050475 450 675 290 165M3-10( )A M3-10( )AM1-101WELDDN100 PIPEM3-( )M1-4M1-6675 290 165M1-101WELDDN90 PIPE651200 MIN.300DIA.(ABSORBED ITEM)R1-1 OR R1-2PLAN VIEW OF DOUBLE MOUNTING OF SIGNSDN90 PIPEBREAKAWAYASSEMBLYCLASS "B"CONCRETE12 mm DIA. STEELROD- 250 mm LONGTHRU CENTER OF PIPE1350 MIN.6521521565300DIA.FOOTING DETAILSDN100 PIPEBREAKAWAYASSEMBLYCLASS "B"CONCRETE12 mm DIA. STEELROD- 250 mm LONG651500 MIN.65THRU CENTER OF PIPE450DIA.TYPICAL PLAN VIEW21565DN125 PIPEBREAKAWAYASSEMBLYCLASS "B"CONCRETECENTER OF PIPE*12 mm DIA. STEEL ROD-400 mm LONG THRUGENERAL NOTES:1. UNLESS OTHERWISE SPECIFIED, HORIZONTAL BRACES ARE 11 mm X 65 mm XVARIABLE LENGTH FLAT STEEL BARS. BARS ARE WELDED TO PIPE AS SHOWN.WHEN FABRICATION IS COMPLETE, POSTS SHALL BE GALVANIZED AS PERSECTION 630 OF THE STANDARD SPECIFICATION.2. HOLES IN FLAT BARS ARE 10 mm DIAMETER.3. SIGNS ARE FASTENED TO THE FLAT BARS AND U-SECTION POSTS WITHM8 BOLTS WITH FLAT WASHERS AND LOCK NUTS.4. WHERE REQUIRED, SIGNS R6-1L AND R6-1R ARE TO BE MOUNTED ONPIPES WITH CLAMPS OR BUCKLE BRACKETS (NOT A PAY ITEM).5. ALL WELDS SHALL BE 5 mm FILLET.6. TOP OF POSTDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANSTANDARDROADSIDE SIGNASSEMBLY ANDINSTALLATIONOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSN-4BSHEET NUMBER6227RDEPAR TMENTO FT RANSPOTATI O N

9 m MIN.12 m MAX.STATEPROJECT NO.MISS.87GROUND MOUNTEDGORE SIGN (G-2 OR G-3)SHOULDER LINE1800SHOULDER LINE1800, 2250, OR 27001800EDGE OF TRAVEL LANEBEDGE OF PAVEMENTTAPER93C LANELTRAFFICDIRECTIONAL SIGNDTYPICAL INSTALLATION OF GROUND MOUNTED GORE SIGN (G-2 OR G-3)ALINEMENT OF SIGNS FOR TANGENT SECTIONSBSTEEL BEAM2975 MIN.(3-SIGN ASSEMBLY)1500 MIN.A25MIN.ASTEELBEAMSASREQUIRED150375 600 300VAR. VAR. VAR.252510 mm DIA. HOLES DRILLED INFLANGE WITH M8 BOLTSAND NUTS REQ’D. TREATDRILLED AREA BY A METHODAND MATERIAL THAT WILLRESTORE A GALVANIZED SURFACE.C OF MAIN FACILITYLOR RAMP*EDGE OFTRAVEL LANE2400 MIN.GUARDRAIL1500MIN.NORMAL SHOULDER1200MIN.* *2100 MIN.150STANDARD ROADSIDE SIGNHALF OF BEAM GAGEC L = VERTICAL C LOF SIGNSPECIAL INSTALLATION OF A GROUNDMOUNTED DIRECTIONAL SIGN WITH STANDARDROADSIDE SIGNS MOUNTED BELOWSECTION A-ANOTE: BEFORE FINAL PLACEMENT OF SIGNS IN SHARP CURVE SECTIONS (AS IN THECASE OF INTERCHANGE LOOPS AND RAMPS), THE SIGN SHALL BE INSPECTED BY THEENGINEER AT NIGHT TO INSURE PROPER REFLECTORIZATION OF THE SIGN. IT MAY THENBE NECESSARY TO ADJUST THE ALINEMENT OF THE SIGN (I.E., ORIENT THE SIGN FACE)TO AVOID OR MINIMIZE SPECULAR REFLECTION. THIS ADJUSTMENT SHOULD BE MADEWITH CARE AND UNDER THE DIRECTION OF THE ENGINEER.TYPICAL INSTALLATION IN A FILL SECTION PROTECTED BY GUARDRAILBSIGN87EDGE OFTRAVEL LANE9 m MIN.GENERAL NOTES:12 m MAX.9 m MIN.TANGENT TO CURVEC LSTATION OF SIGNRADIUS AT90RADIUSSHOULDER LINEEDGE OF TRAVEL LANEALINEMENT OF SIGN FOR CURVED SECTIONTRAFFICC L*2400 MIN.SHOULDER LINENOTE: ADJUST LATERAL PLACEMENT OF SIGNTO AVOID PLACING SUPPORT POSTS IN ORCLOSE TO DITCH BOTTOM AT BACKSLOPE.1500MIN.12 m MAX.1800 MIN.1800 mm MIN. APPLIES TO RAMPS,FRONTAGE ROADS & LOCAL ROADSOTHER THAN MAIN LINEOF INTERSTATE.TYPCIAL INSTALLATION IN A CUT OR FILL SECTION* * *2100 MIN.2100MIN.150VAR. SLOPEVAR. SLOPEDATE REVISION BY1. 2100 mm MIN. WHERE THERE IS NO SUPPLEMENTARYSIGN (1500 mm MIN. WHERE NEAR EDGE OF SIGN IS 9 mOR MORE FROM PAVEMENT EDGE).** 2. 2100 mm MINIMUM FROM GROUND TO BOTTOM EDGE OFLOWEST SIGN (SHORTEST POST).ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONTYPICAL INSTALLATIONOF GROUND MOUNTEDISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANDIRECTIONAL SIGNSOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSN-5SHEET NUMBER6228RDEPAR TMENTO FT RANSPOTATI O N

150STATEPROJECT NO.BGENERAL NOTES FOR WORKING SHEETS SN-6, SN-6A AND SN-6B:MISS.BDCD1.FOOTINGALL FOOTINGS SHALL BE CLASS "B" CONCRETE. POST STUBS SHALL BE SET IN CONCRETE FOOTINGD C DEEAT REQUIRED GRADE AND ALIGNMENT WITH CARE SO THAT MINIMUM SHIMMING WILL BE REQUIRED.2.BASE CONNECTION PROCEDUREASSEMBLE POST TO STUB WITH BOLTS AND WITH A FLAT WASHER ON EACH BOLT BETWEEN PLATES.PRIMARY SIGNSHIM AS REQUIRED TO PLUMB POST. TIGHTEN ALL BOLTS THE MAXIMUM POSSIBLE WITH A 300-mmTO 375-mm WRENCH TO BED WASHERS AND SHIMS AND TO CLEAN BOLT THREADS. THEN LOOSEN EACHPRIMARY GUIDE SIGNBOLT IN TURN AND RETIGHTEN IN A SYSTEMATIC ORDER TO THE PRESCRIBED TORQUE AS SHOWN BYTABLE. BURR THREADS AT JUNCTION WITH NUT USING A CENTER PUNCH. HIGH STRENGTH BOLTSIN BASE CONNECTIONS SHALL BE TIGHTENED TO TORQUE AS SHOWN BY TABLE ON SN-6A. DO NOT OVERTIGHTEN!3.POST LENGTHALL POST LENGTHS SHALL BE VERIFIED AND APPROVED BY THE ENGINEER PRIOR TO FABRICATION.WHERE FIELD CONDITIONS REQUIRE THE POST LENGTH TO VARY MORE THAN 300 mm, IT MAY BE*POST BRACING ANGLE*POSTBRACINGNECESSARY TO CHANGE THE SIZE OR NUMBER OF POSTS. SUCH DETERMINATION WILL BE MADE BYTHE ROADWAY DESIGN ENGINEER. ANY CHANGE OF SIZE OR NUMBER OF POSTS SHALL NOT BEJUSTIFICATION FOR ANY CONTRACT PRICE ADJUSTMENTS.ANGLESUPPLEMENTARYGUIDE SIGN4.FABRICATOR NOTEIMPORTANT- ALL FRICTION FUSE BOLTS SHALL BE TIGHTENED IN SHOP BY A METHOD APPROVED BYTHE BRIDGE DESIGN ENGINEER. TIGHTENING SHALL BE TO SUCH A DEGREE AS TO PROVIDE THEBEAMS FW , B OR IMINIMUM TENSION IN EACH BOLT WHEN ALL BOLTS ARE TIGHT, AS SHOWN BY TABLE SN-6A.5.ALL HOLES IN FUSE PLATES AND HINGE PLATES SHALL BE DRILLED.6.ALL PLATE CUTS SHALL PREFERABLY BE SAW CUTS. FLAME CUTTING WILL BE PERMITTED PROVIDED ALLEDGES ARE GROUND. METAL PROJECTING BEYOND THE PLANE OF THE PLATE FACE WILL NOT BEACCEPTABLE.7.WELDING FOR STEEL SIGN SUPPORTSWELDING SHALL BE PERFORMED IN SHOP BY ELECTRIC ARC PROCESS.8.MATERIAL SPECIFICATIONSTHE MATERIALS USED IN THE CONSTRUCTION OF THE GROUND MOUNTED SIGN SUPPORT STRUCTURES,AS LISTED BELOW, SHALL CONFORM WITH THE REQUIREMENTS OF THE DESIGNATED ASTMSPECIFICATION. ALL OTHER MATERIALS, FABRICATION AND ERECTION SHALL BE IN ACCORDANCETYPICAL 2-POST INSTALLATIONTYPICAL 2 OR 3 POST INSTALLATIONWITHOUT EXIT SIGNWITH SUPPLEMENTARY GUIDE SIGNAND POST BRACING ANGLE LOCATION*NOTE: PLACE POST BRACING ANGLE AT BOTTOM OF PRIMARY OR SUPPLEMENTARY SIGN WHICHEVER IS LOWER.(SEE "END ELEVATION OF POST AND FOOTING" ON SN-6A.)WITH THE REQUIREMENTS OF THE SPECIFICATIONS, EXCEPT AS OTHERWISE NOTED ON THE PLANS.MATERIALSGALVANIZE 1DESCRIPTIONPER ASTMPER ASTMDESIGNATIONDESIGNATIONPOSTS OF STEEL PIPEBASE CONNECTION PLATES FOR PIPESPOSTS OF STEEL W F, B, AND I BEAMSINCLUDING BASE CONNECTION, FUSE ANDHINGE PLATESA 53 (GRADE "B") 2A 36MA 588MORA 572M GRADE 345A 53A 123A 123POST BRACING ANGLES AND FLAT BARSUSED IN FABRICATION AND ERECTION OFA 36MA 123SIGN POST SPACING TABLESIGN SUPPORTSHIGH STRENGTH BOLTS, NUTS AND WASHERSA 325MA 1532 POST 2 POST (CONT’D) 3 POSTBOLTS OTHER THAN HIGH STRENGTH3A 307 (GRADE "A")A 153"B"1200"C"600"D"300"B"4350"C"2600"D"875"B"6000"C"4200"D"900"E"21001ALL STEEL SHALL BE GALVANIZED AFTER FABRICATION EXCEPT AS NOTED ON THE PLANS.1350750300450027009006150430092521502PIPES MAY BE WELDED OR SEAMLESS.15001650900105030030046504800280028509259756300645044004500950975220022503BOLTS, WASHERS, AND NUTS USED FOR FASTENING ALUMINUM SIGN SHEETS ANDPANELS SHALL BE ALUMINUM AS PER FOLLOWING TABLE.1800120030049503000975660046509752325195021001350150030030051005250310031501000105067506900470048001025105023502400DESCRIPTIONASTMDESIGNATIONALLOY225024002550270016501800195021003003003003005400555057005850320033003450350011001125112511757050720073507500495050005200525010501100107511252475250026002625BOLTS AND WASHERSPANEL BOLT NUTSSTOP NUTSB 209MB 211MB 211M2024-T46061-T62017-T4285021003756000360012007650530011752650ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.3000315033003450360037503900405042002100210021002100220022502300240025504505256006757007508008258256150 37006300 37506450 39006600 40006750 40506900 41007050 42007200 435012251275127513001350140014251425780079508100825084008550870088509000550055505700580058506000610061506300115012001200122512751275130013501350275027752850290029253000305030753150DATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANBREAKAWAYSIGN SUPPORTSOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSN-6SHEET NUMBER6229RDEPAR TMENTO FT RANSPOTATI O N

1313BOLT KEEPERM14 X 65 mm LONG H.S. BOLTWITH HEX HEAD, HEX NUT ANDTHREE WASHERS WITH EACHBOLT. TORQUE = 23 N m(SEE BASE CONNECTIONPROCEDURE NOTE ON SN-6)11W.P.STUB PROJECTION22(SEE TABLE)DIRECTIONOF TRAFFICC CDSIGNPOSTPOST LENGTHSTUB POSTTOP OF FOOTING50(TYP. BEVEL)(SEE FOOTING DETAILS)S75 X 8.5 AND S100 X 11.5 SHAPED POSTS300(TYP. BEVEL)8 R. (TYP.)DBASE CONNECTION DETAILS FOR80TYP.19 152195190SIGN POSTSHIM DETAILSTUB POST19 19 19 1976P L = 76 X 190 X 16 THK.TYP.REMOVE ALL GALVANIZINGRUNS OR BEADS INWASHER AREA.WTYP.NOTE: WHERE SIGN SUPPORTS MAYBE STRUCK FROM MORE THAN ONEDIRECTION, THE BASE CONNECTIONSSHALL BE LEVEL.STEEL. REQUIRED BETWEEN BASE LP AND STUB POSTP L.DIMENSIONED AS REQUIRED FOR EACH INSTALLATION.AGDEEET 1(TYP.)STUB PROJECTION(SEE TABLE)EFAB13SIGN POSTFBASE CONNECTION DETAILS2TWFOR W SHAPED POSTSRTYP.A/2 A/2PLATE THICKNESS = T 1SIGN POSTSTUB POSTSECTION C-C SECTION D-D SECTION E-E SECTION F-F44NOTE: FURNISH 2-0.30 mm + THICK AND-2-0.81 mm + THICK SHIMS PER POST. SHIMS-SHALL BE FABRICATED FROM BRASS SHIM44STOCK OR STRIP CONFORMING TOASTM B 36M.300H.S. BOLT WITH HEX HEAD,HEX NUT AND THREE WASHERSWITH EACH BOLT. SEE TABLEFOR BOLT SIZE AND TORQUE.(SEE BASE CONNECTIONPROCEDURE NOTE ON SN-6)DIAGRAM OF"BOLT KEEPER"NOTE: FABRICATED FROM 0.47 mm THICK GALVANIZEDBCWELD = FLANGENOTE: SEE TABLE FOR DIMENSIONSPOST LENGTHTOP OF FOOTING(SEE FOOTING DETAIL)STUB POST30080(TYP. BEVEL)THICKNESS - 2 (TYP.)PLATESEE STIFFENERPLATE DETAILSBOLT KEEPERTHICKNESS = T 2STIFFENER PLATE DETAILNOTE: SEE TABLE FOR DIMENSIONSFGHOLE DIA. = D1LC POST & LHINGE PLATEHNWITH NOTCHESTOWARD BASE)LFUSE PLATE (INSTALLH.S. BOLTSBEARING TYPEFLAT WASHERJKJKLHINGE PLATENOTE: INSTALLATION SIMILARTO DETAIL "A", FUSE PLATE.51 G/2 G/2FUSE PLATE DETAILP L THICKNESS = T 4HOLE C LDIA= D 1LG/2G/2FLANGE HOLES FOR HINGEPUNCHED AND REAMED.C POSTLC POST CUTLP THICKNESS = T 3LNOTE: SEE TABLE FOR DIMENSIONS. USE H.S. BOLTSWITH HEX HEAD, HEX NUTS, ONE FLAT WASHER UNDEREACH BOLT HEAD AND BEVEL OR FLAT WASHERS(WHERE REQUIRED) UNDER NUTS.BEVELED WASHERS FOR S75 X 8.5AND S100 X 11.5 POSTS (CLIP AS REQ’D.NOTE: SEE FABRICATOR NOTE ON SN-6.51TO FIT). FLAT WASHERS ON OTHERPOSTS.DETAIL "A", FUSE PLATEBOTTOMOF SIGNFOR ALTERNATE I(EXTRUDED ALUMINUM)FOR ALTERNATE II SIGN PANELS25 + -C POST CUTLSEE DETAIL "A"ON SN-6)(BUILT-UP SHEET STEEL)CUT FLANGE AND WEBPRIMARY OR SUPPLEMENTARY SIGN (WHICHEVER IS LOWER)(SEE FABRICATOR NOTEBASE CONNECTION(SEE DETAILS)TOP OF FOOTING(FLUSH WITHGROUND LINE)FOOTING DEPTH (AS REQUIRED ELSEWHERE ON PLANS)89*FOOTING DIAMETERB(SEE TABLE)50 CL.STUBPOST2 - HEX HEAD BOLTSPER POST (SEE POSTBRACING DATA TABLEFOR SIZE) WITH 1 - HEXNUT AND 2 - WASHERSPER BOLT. USEBEVELED WASHER ONNUT SIDE FORS - SHAPED POSTS.WASHERTHICKNESSA76BRACINGANGLEASECTION B-BHINGEPLATESTUB PROJECTION*7575 (SEE TABLEBSTUB POST LENGTHS (SEE TABLE)PAY LENGTH FOR POSTS = POST LENGTH PLUS STUB POST LENGTHBARS V (8 REQ’D.)(SEE TABLE FOR SIZE)*POST LENGTH (ADJUST ESTIMATED LENGTH TO FIT FIELD CONDITIONS-SEE POST LENGTH NOTE ON SN-6)NOTE: D-5 REINFORCING WIREOR 5.72 mm DIA. WIRE SPIRALWITH 150 mm PITCH. PROVIDETHREE FLAT TURNS AT TOP ANDONE FLAT TURN AT BOTTOM.CONCRETE FOOTING(SEE FOOTING NOTEON SN-6)BOTTOMOF SIGNSTUB PROJECTION(SEE TABLE)MEASURE PROJECTIONFROM HIGHEST POINTON TOP OF FOOTINGBENEATH BASE PLATESEE "FUSE PLATEDATA" TABLEC BOLTSL2 - HORIZONTAL SLOTS INANGLE AND 2 - VERTICAL76SLOTS IN FLANGE PER POST.SLOT DIMENSION = 2D 2 X D2(SEE TABLE BELOW FOR "D 2 ")DESCRIPTIONGENERAL NOTE:POST SIZEBOLT SIZED2ANGLE LENGTHFOOTING DIAMETER(SEE TABLE)POSTBRACINGANGLESECTION A-A1. SEE SN-6 FOR GENERAL NOTES.0-270051 FOR L89 X 89 X 6.4 ANGLESBASE CONNECTION(SEE DETAILS)TOP OF FOOTING(FLUSH WITH GROUND LINE)BARS V (8 REQ’D.)(SEE TABLE FOR SIZE)POST BRACING DATAW310 X 38.7W250 X 38.5W250 X 32.7M22 X 6024Z + 230FOR L76 X 76 X 6.4 ANGLES44L102 X 102 X 7.9FOR L102 X 102 X 7.9 ANGLES64W200 X 31.3W200 X 26.6W150 X 22.5M20 X 5022Z + 200L89 X 89 X 6.4STATEMISS.PROJECT NO.W150 X 18.0W150 X 13.5"S" SHAPESM14 X 4516Z + 150L76 X 76 X 6.4DIMENSIONPOST SIZES75 X 8.5S100 X 11.5W150 X 13.5W150 X 18.0W150 X 22.5W200 X 26.6W200 X 31.3W250 X 32.7W250 X 38.5W310 X 38.7BASE CONNECTION DATA FUSE PLATE DATA FOOTING DATABOLT SIZE& TORQUEM16 X 70 LONGTORQUE34 N mM20 X 90 LONGTORQUE56 N mA B C D E T T1 2128153SEE DETAIL515732357089293220251220W68R1011MIN. BOLTBOLT SIZESTUB STUBF G H J K L N D TTENSION T 4**1 3(DIA. X LENGTH)LENGTH PROJECTION(kN)80809396115115118130130130383851516464647676762929292932323232323266661011011531341341461461653838575789707070708914142222323232383838131313161919222222221616161822222424242466610121214141414M14 X 45M14 X 45M14 X 40M16 X 50M20 X 55M20 X 55M22 X 65M22 X 65M22 X 65M22 X 6553.653.653.685.4126.3126.3174.6174.6174.6174.66661010101010111045045060060075075090090090090090907575757565656565FOOTINGDIAMETER450450600600600600600600600600BARS VSIZE#13#13#13#16#19#22#25#29#32#36DIMENSIONPOST SIZES75 X 8.5S100 X 11.5W150 X 13.5W150 X 18.0W150 X 22.5W200 X 26.6W200 X 31.3W250 X 32.7W250 X 38.5W310 X 38.7END ELEVATION OF POST**AND FOOTING**STUB OFBREAKAWAYSUPPORT1500 CHORDCLEARANCE DIAGRAM100 MAX.GROUNDLINEBREAKAWAY SUPPORT STUDNOTE: STUB PROJECTION SHOULD BE MEASURED OVER A1500 mm CHORD AS PER AASHTO SPECIFICATIONS LATESTEDITION.ANGLE SIZEFOR POSTSPACING OF3300SHALL BE DRILLED OR SUB-POST-2700-3300-5400L102 X 102 X 7.9L102 X 102 X 7.9NOTE: Z = DISTANCE BETWEEN C’S OF EXTERIOR POSTS.LDATE REVISION BYL89 X 89 X 6.4L102 X 102 X 7.9BREAKAWAYSIGN SUPPORTSL89 X 89 X 6.4L102 X 102 X 7.9ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSN-6ASHEET NUMBER6230RDEPAR TMENTO FT RANSPOTATI O N

8STATEPROJECT NO.WSIGN POSTMISS.HEX. HEAD NUTUWASHERFRICTION CAP(SEE DETAIL)FT14TOP PLATEWASHERBOLT KEEPERPIPE O.D.25 MIN. 45 MAX.DKVPSCAABOTTOM PLATESTUB POSTFRICTION CAP DETAILNOTE: SEE NOTE 3M LRUWASHERNNPRIMARY FLOW OF TRAFFICPROVIDE 12 mm DIA. (MAX.) HOLE IN THEBOTTOM PLATE WITHIN THE INSIDERADIUS OF THE STUB POSTFOR GALVANIZE DRAINAGE.PLUG WELDR6D30WMULTI-DIRECTIONAL SIGN POST & STUB POSTKE3012030NNJSECTION A-ANOTE: SEE DATA TABLE FOR DIMENSIONSGM LUFH(TYP.)H.S. HEX. BOLT3 REQUIRED, SEE44TABLE FOR SIZE.3 WASHERS ALSOREQUIRED PER BOLT.11UPS*SHIM DETAIL2244NOTE: FURNISH 2-0.30 mm + THICK AND-2-0.81 mm + THICK SHIMS PER POST. SHIMS-SHALL BE FABRICATED FROM BRASS SHIMSTOCK OR STRIP CONFORMING TOASTM B 36M.DIMENSIONSBOLTNOMINALPIPE SIZESSIZE &TORQUET W CDN75DN90M16 X 65 LONG34 N m16 10 25DN100 M20 X 75DN125 56 N m 22 12 36NOTE: APPROXIMATE DIMENSIONSPAY LENGTH FOR POST = POST LENGTH + STUB LENGTHPOST LENGTHSEE DETAILS ELSEWHERE ON PLANSSPACE BETWEENPLATES DUE TOWASHERS & BOLT KEEPERPOST ELEVATIONBASE CONNECTION DATA TABLE* *D E F G HSTUB LENGTHSEE DETAILS ELSEWHERE ON PLANS65* *JKSIGNFACESIGN POSTTOP OF FOOTINGFLUSH WITH GRADECONCRETESTUB POSTFOOTINGL M N PS U V R264 60 12 10 12 44 90 44 32 72 154 230 52 110 9330 73 12 10 16 64 114 56 38 92 190 284 64 150 11BOLT KEEPER PLATE DETAILNOTE: TO BE FABRICATED FROM 0.47 mmGALVANIZED STEEL. TO BE INSTALLEDAS SHOWN IN DETAIL AT UPPER LEFT.GENERAL NOTES: (SEE SN-6 FOR ADDITIONAL GENERAL NOTES)1. THE TOP PLATE OF THE TRIANGULAR SLIP BASE SHALLHAVE THE SAME EXTERIOR DIMENSIONS AS THE BOTTOMPLATE. THE LIFTING CONE SHALL BE WELDED TO THEBOTTOM PLATE ONLY. A HOLE EQUAL TO THE INSIDEDIAMETER OF THE SIGN POST SHALL BE CUT THROUGH THECENTER OF THE TOP PLATE WITH THE HOLE EDGE BEVELEDAS DETAILED. TOP & BOTTOM PLATES SHALL BESYMMETRICAL FOR THE PURPOSE OF ASSEMBLY IN ANY POSITION.2. BASE CONNECTION ASSEMBLY AS FOLLOWS:A. ASSEMBLE POST TO STUB WITH 3 BOLTS AND WITH 3 FLATWASHERS PER BOLT.B. SHIM AS REQUIRED TO PLUMB POST.C. TIGHTEN ALL BOLTS THE MAXIMUM POSSIBLE WITH A 300 mm TO375 mm WRENCH TO BED WASHERS, KEEPER PLATE, SHIMS AND TOCLEAN THREADS.D. LOOSEN EACH BOLT IN TURN & RETIGHTEN IN A SYSTEMATICORDER TO PRESCRIBED TORQUE. (SEE BASE CONNECTION DATATABLE).E. BURR THREADS AT JUNCTION WITH NUT WITH A CENTER PUNCHTO PREVENT NUT FROM LOOSENING.3. FRICTION CAPS TO BE MANUFACTURED FROM HOT ROLLED ORCOLD ROLLED STEEL SHEETS. FOR ALL PIPE SIZES, MINIMUMTHICKNESS SHALL BE 1.02 mm SHEET METAL. RIM EDGESSHALL BE REASONABLY STRAIGHT AND SMOOTH. CAPS SHALLBE SIZED AND FORMED IN SUCH A MANNER AS TO PROVIDEA DRIVE-ON FRICTION FIT AND HAVE NO TENDENCY TO ROCKWHEN SEATED ON PIPE. THE DEPTH SHALL BE SUFFICIENT TOGIVE POSITIVE PROTECTION AGAINST ENTRANCE OF RAINWATER.THEY SHALL BE FREE OF SHARP CREASES OR INDENTATIONSAND SHOW NO SIGNS OF METAL FRACTURE. ALL CAPS TO BESAME IN SHAPE AND GENERAL APPEARANCE AS APPROVEDBY THE ENGINEER.4. STUB PROJECTION SHOULD BE MEASURED OVER A 1500 mmCHORD AS PER AASHTO SPECIFICATIONS, LATEST EDITIONS.SEE SHEET SN-6A FOR DIAGRAM.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANBREAKAWAYSIGN SUPPORTSOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSN-6BSHEET NUMBER6231RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.600-mm x 2400-mm, 1.575-mm ALUMINUM FOR 2 DIGIT EXIT, ie. EXIT 47.600-mm x 3000-mm, 1.575-mm ALUMINUM FOR 3 DIGIT EXIT, ie. EXIT 47A OR EXIT 350.1500.125LL0.25L 0.25L 0.25L 0.125L1EXIT SIGN(WHEN REQ’D)3A2-300-mm PANELS150 mm PANEL (AS REQUIRED)250300300300300300300250POST CLIPSA250 300 250900-mm PANELS SHOWN1200-mm PANELS WILL HAVE(2) 300-mm CENTER RIVETS300-mm C-C111300 mm PANELS (AS REQUIRED)PRIMARY SIGN 3150HORIZONTAL CENTEROF PANEL TYPICALGENERAL NOTES:POST CLIPS1. EXIT SIGNS, EXCEPT AS NOTED BELOW, SHALL BE ATTACHED50TO PRIMARY SIGNS WITH POST CLIPS (AS REQUIRED) AND FOUR1(4) STEEL U-SECTION POSTS (2.97 kg/m) WITH HOLES50PUNCHED AS NEEDED FOR INSTALLATION. U-SECTION POSTLENGTHS SHALL BE 1500-mm FOR PRIMARY SIGNS WITH 300-mmSIGN FACE IS TO BE CONSTRUCTEDFRONT ELEVATION4.69-mm x 9.38-mm GRIP RANGEALUMINUM POP RIVITS (#66)REAR ELEVATIONUPPER PANELS. EACH POST SHALL HAVE FOURTEEN (14)POST CLIPS- SIX (6) IN EXIT SIGN AND EIGHT (8) IN PRIMARY SIGN.WHERE NECESSARY, THE POST SPACING (SHOWN ON REARELEVATION) MAY BE ADJUSTED SOMEWHAT TO STAY CLEAR1OF 900-mm AND 1200-mm 1.575-mm ALUMINUM.1200-mm PANELS SHOULD HAVE PRECEDENCEOVER 900-mm PANELS.EX. A 3600-mm WIDE SIGN = (3) 1200-mm PANELSA 4500-mm WIDE SIGN = (3) 1200-mm + (1) 900-mmYOF SIGN POSTS AND POST CLIPS.2. ALL BOLTS, WASHERS AND NUTS IN THE FABRICATION OFEXTRUDED ALUMINUM SIGNS AND THE ATTACHMENT OF SAMETO STEEL BEAMS SHALL BE ALUMINUM, AS PER SPECIFICATIONS.POST CLIP BOLTS AND BOLTS FOR U-SECTION POSTS SHALL HAVEPANEL BOLT, M10- 1.5 X 20 mmWITH FLAT WASHER ANDHEX NUT (600 mm O.C.)2U-SECTION POST(WHERE REQUIRED) 1HEADS DESIGNED TO FIT THE BOLT SLOTS IN THE PANELS. THELOCK-NUTS SHALL BE TIGHTENED ON CLEAN, DRY, "AS RECEIVED"THREADS TO A TORQUE OF 17 N m.BBPOST CLIP BOLT, M10- 1.5 X 65 mmWITH FLAT WASHER AND STOPNUT (WHERE REQUIRED). 2300150 15013. UNLESS OTHERWISE SPECIFIED, THE BACKGROUND OF ALLDIRECTIONAL SIGNS (INCLUDING OVERHEAD SIGNS) SHALL BE1INTERSTATE GREEN REFLECTORIZED SHEETING (AS PER STANDARDSPECIFICATIONS),DIRECT APPLIED TO 1.575-mm SHEETALUMINUM. THE COPY SHALL BE WHITE, REFLECTORIZED,DIRECT APPLIED, ADHESIVE BACKED, LETTERS, NUMBERS,SYMBOLS, AND BORDER.4. SEE OTHER DRAWINGS FOR SELECTION AND DETAILS OF STEELBEAMS FOR VERTICAL SUPPORTS (SIGN POST).5. THE DETAILS OF SIGN FACE CONSTRUCTION SHOWN ON THISSHEET ARE THE SAME FOR OVERHEAD SIGNS, BUT THE METHODOF MOUNTING IS SHOWN ON OVERHEAD TRUSS DRAWINGS.6. DATE OF ERECTION AND SIGN SIZE (WIDTH X HEIGHT) SHALL BE1LEGIBLY WRITTEN ON THE BACK OF EACH SIGN WITH A PERMANENTGREASE MARKER.ALUMINUM POST CLIPPOST CLIP BOLT, M10- 1.5 X 45 mmWITH FLAT WASHER AND STOPNUT. 2STEEL BEAM(AS REQUIRED) 4SECTION A-ASECTION B-B1.575-mm SHEET ALUMINUM WITH RETRORELECTIVESHEETING AND COPY.Y300 mm PANELNOTE: THE REQUIRED SECTION MODULUS (MINIMUM)ABOUT THE Y-Y AXIS (CENTER OF GRAVITY) IS:300 mm PANELS - 11 520 mm3112-1-99 REVISED DRAWING S.W.R. 1DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONROADWAY DESIGN DIVISIONSTANDARD PLANSIGN FACE CONST. ANDATTACHMENT OF GROUNDMOUNTED DIRECTIONALSIGNS TO STEEL BEAMS(EXTRUDED ALUMINUMPANELS)ISSUE DATE:OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSN-7SHEET NUMBER6232RDEPAR TMENTO FT RANSPOTATI O N

300STATEPROJECT NO.C LC LC LDISTANCE REFERENCE SIGN-STANDARDROADSIDE SIGN D10-1, D10-2, & D10-3EDGE OF PAVEMENTEDGE OFNOTE: SIGN MOUNTING ON LEFT LANE SHOULDERSHALL BE 90 OPPOSITE THE RIGHT LANE STATION.IF CONDITIONS ARE SUCH THAT MILE SIGN CANNOTBE LOCATED WITHIN 15 m OF ITS TRUE LOCATION,IT SHALL BE OMITTED ENTIRELY.SINGLE OR DOUBLE ASREQUIREDEDGE OFPAVEMENTEDGE OFSHOULDER1200SHOULDER1200USABLESHOULDEREDGE OFSHOULDER1200600600600MILE712400TOTAL LENGTHDISTANCE REFERENCE SIGN MOUNTING ONOUTSIDE SHOULDER ALONG MAIN FACILITYDELINEATOR MOUNTING ON OUTSIDESHOULDER ALONG MAIN FACILITY OR RAMP(3000, 3300, 3600)SINGLE OR DOUBLE ASREQUIRED1001007575900TYPE 3 OBJECT MARKER (2700)DISTANCE REFERENCE SIGN (3000, 3300, 3600)10 mm DIA. HOLES @ 25 mm O. C. FOR 1200 mmDETAIL OF TYPE 3 OBJECT MARKERREAR VIEW OFTYPE 3 OBJECT MARKER ORNOTE: COLORS- BLACK AND YELLOW. STRIPINGSHOWN ABOVE FOR RIGHT SIDE ONLY. STRIPESSLANT DOWNWARD TO THE RIGHT FOR LEFT SIDEOF BRIDGE END. SEE DETAIL BELOW.10 mm DIA. HOLESAS SHOWNDISTANCE REFERENCE SIGN ASSEMBLYNOTE: TYPE 3 OBJECT MARKER AND DISTANCE REFERENCESIGNS ARE TO BE FASTENED TO U-SECTION POSTS WITH8 mm DIA. HUCK FASTENERS OR CHERRY RIVETS OF THECOLLAR TYPE OR OTHER APPROVED EQUAL.75DELINEATOR100200DETAIL OF SINGLE WHITEDELINEATORS, OBJECT MARKERSOR DISTANCE REFERENCE SIGNS(D10-1, D10-2, OR D10-3) AREMOUNTED TO THIS FACE ASSHOWN.MOUNTING DETAILDELINEATORPOSTDIRECTIONOF TRAFFIC12510012510010 mm DIA. HOLESAS SHOWNPOSTMISS.GENERAL NOTES:1. DELINEATORS AND TYPE 3 OBJECT MARKER SHALL BE REFLECTIVE SHEETINGON 2.03 mm THICK ALUMINUM SHEET OR 2.01 mm THICK GALVANIZED SHEET STEEL.2. DELINEATOR, TYPE 3 OBJECT MARKER AND DISTANCE REFERENCE SIGN POSTSSHALL BE GALVANIZED STEEL. THE POSTS ARE TO BE FABRICATED BEFORE THEMETAL IS GALVANIZED.3. MASS WITHOUT GROUND PLATES:A. DELINEATOR POST 2100 mm- 2.97 kg/m TO 3.72 kg/m100 100210010 mm DIA. HOLES @ 25 mm O.C. FOR 600 mmOR SINGLE YELLOW DELINEATORDETAIL OF DOUBLE WHITE OR REAR VIEW OFDOUBLE YELLOW DELINEATOR DELINEATOR ASSEMBLYNOTE: DELINEATORS ARE TO BE FASTENED TO U-SECTIONPOSTS WITH 6 mm DIA. HUCK FASTENERS OR CHERRYRIVETS OF THE COLLAR TYPE OR OTHER APPROVED EQUAL.B. TYPE 3 OBJECT MARKER POST 2700 mm-3.72 kg/m TO 4.46 kg/mC. DISTANCE REFERENCE SIGN POST 3000 mm, 3300 mm,& 3600 mm- 4.46 kg/m TO 5.20 kg/mDELINEATOR MOUNTING ON OUTSIDE SHOULDERWITH MOUNTABLE CURB ALONG MAIN FACILITY OR RAMP2100BRIDGE ENDPAVEMENT4. UNIT PRICE OF DELINEATORS AND TYPE 3 OBJECT MARKERS SHALL INCLUDECOST OF POST. DISTANCE REFERENCE SIGN POST WILL BE PAID FOR PER METER.5. RADIUS IN BENDS OF POST CROSS SECTION NOT TO EXCEED 10.3 mm FOR HOTROLLED SECTION.8.4 m OR MORESINGLE OR DOUBLEAS REQUIREDC LSINGLE OR DOUBLEAS REQUIRED6. GROUND PLATE NOT REQUIRED ON U-SECTION POST.UNUSABLESHOULDER60012001200USABLESHOULDEREDGE OFSHOULDERDELINEATOR MOUNTING ON INTERCHANGE LOOPSWITH UNMOUNTABLE CURB ON INSIDE600TYPE 3OBJECTMARKERTRAFFICTRAFFICDETAIL OF TYPE 3 OBJECT MARKERINSTALLATIONTYPE 3OBJECTMARKERDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONTYPICAL INSTALLATIONAND DETAILS OFDELINEATORS ANDDISTANCE REFERENCE SIGNSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSN-8SHEET NUMBER6233RDEPAR TMENTO FT RANSPOTATI O N

909090*1STSPACE90909090909090909090909090908882746658464036323028262220BEYOND CURVES2NDSPACE90909090909090909090909090909090909087696054484542393330*3RDSPACE9090909090909090909090909090909090909090847866602500200015001400130012001100100090080070060050040030020015012510090807060509085766663615956535148444137332923301816151413111060090909090RCURVERADIUS(m)7000500040003000"S"SPACINGON CURVEEND TAPER30-m SPACING ALONG ACCELERATION LANEORIENT DELINEATOR FACEPERPENDICULAR TO A LINETANGENT TO CURVE AS SHOWN.ORIENT DELINEATOR FACEPERPENDICULAR TO A LINEPARALLEL TO ROADWAY TANGENT.SPACING FOR DELINEATORS ONHORIZONTAL CURVES (m)"S"VAR.SYMBOLLEGENDDESCRIPTION2S 3S 6SSPACING IN ADVANCE ANDSHOULDER EDGETRAFFICCURVE APPROACH SPACINGS(SEE TABLE THIS SHEET)1ST SPACE 2ND SPACE 3RD SPACETRAFFICSPACING"S"SPACING"S"BEGIN TAPER30-m SPACING ALONGDECELERATION LANE"S"(30 m MAX.)30 m MAX.GENERAL NOTES:1. SEE INDIVIDUAL PLAN SHEETS FOR DELINEATOR LAYOUT WITHIN EACHINTERCHANGE AREA.3. DELINEATORS IN ALL CURBED GORES AND AT TYPE 3OBJECT MARKERS SHOULD BE TRANSITIONED IN A SMOOTHSTRAIGHT LINE FROM THE STANDARD SHOULDER OFFSET TO THEREQUIRED CLEARANCE FOR A MINIMUM OF TWO SPACES.PLACEMENT AND ORIENTATION OFDELINEATORS ON CURVED SECTIONS*NOTE: THE SPACING "S" ON THE CURVE IS FOUND FROM THE FORMULAS=1.7 R-15, WHERE R IS THE RADIUS OF THE CURVE IN METERS.THE SPACING OF THE FIRST DELINEATOR IN ADVANCE OF ANDBEYOND THE CURVE IS 2S, THE SECOND DELINEATOR 3S, AND THE THIRD6S, BUT NOT TO EXCEED 90 m ALONG THE MAIN FACILITY AND30 m ALONG THE RAMPS. MINIMUM DELINEATOR SPACING IS 6 m.2S 3S 6SPC OF CURVE"S" SPACING ALONG CURVE(SEE TABLE)VAR."S" MAX.TYPE 3 OBJECT MARKERDOUBLE YELLOW DELINEATORSINGLE YELLOW DELINEATORDOUBLE WHITE DELINEATOR2. DELINEATORS ALONG HORIZONTAL CURVES ON THE MAIN FACILITYARE TO BE PLACED ACCORDING TO THIS DRAWING (WHICH INCLUDESTHE TABLE). DELINEATORS ARE NOT REQUIRED ON TANGENT SECTIONSOF MAIN FACILITY OUTSIDE OF INTERCHANGE AREAS.SINGLE WHITE DELINEATOR"S" SPACING ALONG CURVEVAR. VAR.(SEE TABLE)"S""S"VAR."S"MAX.60 m30 m30 m MAX.DATE REVISION BYSN-8AVAR."S"VAR.30-m SPACING ALONG RAMP TANGENTS120-m SPACING ALONGMAIN FACILITY WITHIN INTERCHANGE"S"VAR.TYPICAL INSTALLATIONOF DELINEATORS(30 mMAX.)VAR."S"MAX.30 m MAX.30-m SPACING ALONG RAMP TANGENT30 m MAX.VARIABLE"S"VAR.STATE PROJECT NO.MISS.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONMETRICWORKING NUMBERSHEET NUMBERMISSI S S IPPIRDEPAR TMENTO FT RANSPOTATI O NALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.ISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 19986234

STATEPROJECT NO.MISS.600 TO 1500600 TO 1500(TYP.)TYPE I(GREEN)3000 TO6000(TYP.)TYPE I(YELLOW)TYPE I(YELLOW)600 TO1500TYPE I(GREEN)(TYP.)TYPE I(GREEN)3000 TO6000(TYP.)TYPE I(YELLOW)TYPE I(YELLOW)CURB1500TYPE I(GREEN)600 TO15001200FACE OF CURB12001500EDGE OF SURFACEDSHOULDERDELINEATOR MOUNTING ONCROSSOVER WITH USABLE SHOULDERDELINEATOR MOUNTING ONCURBED CROSSOVERTYPICAL DELINEATION AT A CROSSOVER WITHUSABLE SHOULDERS AND A MEDIAN WIDTHOVER 12.3 mTYPICAL DELINEATION AT A CURBED CROSSOVERWITH A MEDIAN WIDTH OVER 12.3 m75MIN.REFLECTIVE SHEETING(GREEN OR YELLOW)DELINEATOR FACE75MIN.REFLECTIVE SHEETING (YELLOW)REFLECTIVE SHEETING (GREEN)DELINEATOR FACES300300SURFACED SHOULDER600 TO 15001500(TYP.)1500SHOULDERLINEGREENYELLOWGREEN600 TO1500GREENYELLOWYELLOWCURBTYPE IITYPE IIGREENDETAIL OF TYPE IFLEXIBLE POST DELINEATORDETAIL OF TYPE IIFLEXIBLE POST DELINEATORNOTE: CARSONITE’S CURV-FLEX DELINEATOR POSTS ARE SHOWN. OTHER FLEXIBLEPOSTS THAT HAVE BEEN APPROVED FOR LISTING IN THE DEPARTMENT’S"APPROVED SOURCE OF MATERIALS" MAY BE FURNISHED.TYPICAL DELINEATION AT A CROSSOVER WITHUSABLE SHOULDERS AND A MEDIAN WIDTHOF 12.3 m OR LESSTYPICAL DELINEATION AT A CURBED CROSSOVERWITH A MEDIAN WIDTH OF 12.3 m OR LESS1NOTE: PLACE DELINEATORS NO MORETHAN 6 m FROM EDGE OF TRAVEL LANESEDGES.GENERAL NOTES:1. THE UNIT PRICE OF DELINEATOR INCLUDES: COST(S) OFDELINEATOR FACE(S), POST, HARDWARE AND INSTALLATION.2. DELINEATOR FACE WILL BE ENCAPSULATED LENSREFLECTIVE SHEETING.3. POST REQUIRING THE INSTALLATION OF A BASE SHALL BEINSTALLED IN ACCORDANCE WITH THE MANUFACTURER’SRECOMMENDATION.12-1-99 REVISED CAPTION S.W.R. 1DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONTYPICAL CROSSOVERDELINEATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSN-8BSHEET NUMBER6235RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.SINGLE YELLOWDELINEATORSMISS.11.43 m TYP.190511.43 m TYP.15.24 m5715 571519051905SINGLE WHITEDELINEATORS22.86 m76205715 5715190530.48 m571511.43 m571557151905SINGLE WHITE5715571511.43 m TYP.5715 571511.43 m TYP.41.91 m5715190511.43 m11.43 m5715 57151905DELINEATORSBRIDGE APPROACH INSTALLATION(ONE-WAY TRAFFIC)BRIDGE APPROACH INSTALLATION(TWO-WAY TRAFFIC)60.96 m11.43 m 11.43 m11.43 m 11.43 m571557151905SINGLE YELLOWDELINEATORSSINGLE WHITE DELINEATORSGRAPHIC SHOWING SPACINGS OF GUARDRAIL DELINEATORSAT SOME COMMONLY USED BRIDGE APPROACHES5715 571511.43 m TYP.5715571511.43 m5715 571517.145 m5715 5715SINGLE WHITEDELINEATORSROADSIDE OBSTACLE INSTALLATION-LENGTH 75 m OR LESS(ONE-WAY TRAFFIC)ROADSIDE OBSTACLE INSTALLATION-LENGTH 75 m OR LESS(TWO-WAY TRAFFIC)EMBANKMENT OR ROADSIDE OBSTACLE INSTALLATION-LENGTH GREATER THAN 75 m(ONE-WAY TRAFFIC)NOTE: ONE-WAY TRAFFIC SHOWN. DELINEATOR SPACING FOR TWO-WAY TRAFFIC SIMILAR.DELINEATOR COLOR WILL BE THE SAME AS THE ADJACENT PAVEMENT EDGE MARKING. THEFIRST THREE (3) MARKERS WILL FACE TRAFFIC IN OFF LANE FOR TWO-WAY TRAFFIC ASSHOWN IN DRAWING FOR OBSTACLE INSTALLATION FOR TWO-WAY TRAFFIC.GENERAL NOTES:2001. THE UNIT PRICE OF DELINEATOR INCLUDES: COST(S) OF DELINEATOR FACE(S), POST,HARDWARE AND INSTALLATION.2. DELINEATOR FACE WILL BE ENCAPSULATED LENS REFLECTIVE SHEETING.300MAX.752.54 MAX.3. DELINEATORS FOR GUARDRAIL SHALL BE MOUNTED ON STEEL POSTS OR FLEXIBLE POSTS AS FOLLOWS:3A. DELINATORS ON STEEL POSTS:500PLAN VIEWS5005010020010 mm DIA. HOLES @ 25 mm O.C.FOR 600 mm.210075MIN.200REFLECTIVE SHEETING(YELLOW OR WHITE)6751. DELINEATOR FACE SHALL BE PLACED ON 2.03 mm THICK SHEET ALUMINUM OR 2.01 mm THICKGALVANIZED SHEET STEEL.2. DELINEATOR POSTS SHALL BE GALVANIZED STEEL U-SECTION POSTS (2.97 kg/m TO 3.72 kg/m).THE POSTS ARE TO BE FABRICATED BEFORE THE METAL IS GALVANIZED. RADIUS IN BENDS OFPOST CROSS-SECTION NOT TO EXCEED 10.3 mm FOR HOT ROLLED SECTION.3. WHEN COVER OVER A DRAINAGE STRUCTURE IS LESS THAN THE NORMAL DELINEATOR POST DEPTH,THE DELINEATOR POSTS WILL BE FIELD CUT, DRILLED AND FASTENED TO THE BACK OF THEGUARDRAIL POSTS WITH (2) 6 mm DIA. LAG SCREWS.3B. DELINEATORS ON FLEXIBLE POSTS:1. DELINEATOR POSTS SHALL BE WHITE IN COLOR.2. THE DELINEATOR POSTS WILL BE FROM THE DEPARTMENTS "APPROVED SOURCE OF MATERIALS"AND WILL BE FASTENED TO GUARDRAIL POST IN ACCORDANCE WITH THE MANUFACTURER’S175RECOMMENDATION.10 mm DIA. HOLESALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.TYPICAL FLEXIBLE POST DELINEATORGUARDRAIL INSTALLATIONTYPICAL STEEL POST DELINEATORGUARDRAIL INSTALLATIONDETAIL OF SINGLE WHITEOR SINGLE YELLOW DELINEATOR(2 REQ’D.)2575DETAIL OF FLEXIBLEGUARDRAIL DELINEATORDATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONTYPICAL GUARDRAILDELINEATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSN-8CSHEET NUMBER6236RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.W20-4(AHEAD)W20-7(AHEAD)ORW20-7AW20-1(AHEAD)CHANNELIZINGDEVICES150 m 150 m 150 m150 m 150 m150 mLLONG.WORK ZONEBUFFERSPACE30 mW20-7(AHEAD)ORW20-7AW20-1(AHEAD)W20-4(AHEAD)LEGENDFLAGGERGENERAL NOTES:CHANNELIZING DEVICES1. THE LOCATION OF CHANNELIZING DEVICES AND THE WORK AREALAYOUT SHALL BE BASED ON THE CRITERIA IN THE FOLLOWINGTABLE:mph

STATEPROJECT NO.MISS.TRAFFIC CONESDRUMS(1/2 MILE)W20-5RW13-1(XX MPH) **(1500 FT)W20-5R30 m*WORK ZONE(1.5 km MAX.)LONG.BUFFERSPACEL300 m 150 m330 m 780 m(1 MILE)W20-1W4-2RCHANNELIZING DEVICES(SEE NOTE 3 FOR TYPESREQUIRED)W4-2LW20-5L(1/2 MILE)W20-1(1 MILE)780 m 330 m150 m300 mLLONG.BUFFERSPACE*WORK ZONE(1.5 km MAX.)30 mW20-5L(1500 FT)W13-1(XX MPH) **DRUMSTRAFFIC CONESLEGENDGENERAL NOTES:t1. THE LOCATION OF CHANNELIZING DEVICES AND THE WORK AREALAYOUT SHALL BE BASED ON THE CRITERIA IN THE FOLLOWINGTABLE:

STATEPROJECT NO.MISS.DRUMS(1/2 MILE)W20-5RW13-1(XX MPH) **(1500 FT)W20-5R30 m*WORK ZONE(1.5 km MAX.)LONG.BUFFERSPACEL300 m 150 m330 m 780 m(1 MILE)W20-1W4-2RCHANNELIZING DEVICES(SEE NOTE 3 FOR TYPESREQUIRED)W4-2LW20-5L(1/2 MILE)W20-1(1 MILE)780 m 330 m150 m300 mLLONG.BUFFERSPACEDRUMS*WORK ZONE(1.5 km MAX.)30 mW20-5L(1500 FT)W13-1(XX MPH) **LEGENDGENERAL NOTES:*OR AS SHOWN ELSEWHERE OF THE PLANS.1. THE LOCATION OF CHANNELIZING DEVICES AND THE WORK AREALAYOUT SHALL BE BASED ON THE CRITERIA IN THE FOLLOWINGTABLE:

STATEPROJECT NO.MISS.(1/2 MILE)(W20-5R)(1500’)(W20-5R)1200 X 400FLUORESCENTORANGE PLATER2-1 (70)1200 X 1500120 m30 m*WORK ZONE(1.5 km MAX.)LONG.BUFFERSPACEL300 m 150 m 150 m 180 m 150 m 630 m1200 X 1500R2-5aORANGE PLATEFLUORESCENT1200 X 4001200 X 1500R2-1 (60)ORANGE PLATEFLUORESCENT1200 X 400W4-2RFREE-STANDINGPLASTIC DRUMS1200 X 1500R2-1 (70)ORANGE PLATEFLUORESCENT1200 X 400(W20-5L)(1500’)(W20-5L)(1/2 MILE)(W20-5L)(1 MILE)630 m 150 m 180 m 150 m 150 m 300 mLLONG.BUFFERSPACE*WORK ZONE(1.5 km MAX.)30 m120 mW4-2L1200 X 400FLUORESCENTORANGE PLATER2-1 (60)1200 X 15001200 X 400FLUORESCENTORANGE PLATER2-5a1200 X 1500(W20-5R)(1 MILE)LEGEND*OR AS SHOWN ELSEWHERE OF THE PLANS.GENERAL NOTES:FLASHING ARROW PANEL (TYPE "C")1. THE LOCATION OF CHANNELIZING DEVICES AND THE WORK AREALAYOUT SHALL BE BASED ON THE CRITERIA IN THE FOLLOWING3. ALL CHANNELIZING DEVICES SHALL BE REFLECTORIZED FREE-STANDINGPLASTIC DRUMS.BLACK LEGEND AND BORDER ON WHITE BACKGROUNDTYPE "B" WARNING LIGHTSTABLE:mph

STATEPROJECT NO.MISS.TRAFFIC CONESDRUMS(1/2 MILE)(W20-5R)(1500’)(W20-5R)1200 X 400FLUORESCENTORANGE PLATER2-1 (70)1200 X 1500120 m30 m*WORK ZONE(1.5 km MAX.)LONG.BUFFERSPACEL300 m 150 m 150 m 180 m 150 m 630 m+1200 X 1500R2-5aORANGE PLATEFLUORESCENT1200 X 4001200 X 1500R2-1 (60)ORANGE PLATEFLUORESCENT1200 X 400W4-2RCHANNELIZING DEVICES(SEE NOTE 3 FOR TYPESREQUIRED)1200 X 1500R2-1 (70)ORANGE PLATEFLUORESCENT1200 X 400(W20-5L)(1500’)(W20-5L)(1/2 MILE)(W20-5L)(1 MILE)+630 m 150 m 180 m 150 m 150 m 300 mLLONG.BUFFERSPACE*WORK ZONE(1.5 km MAX.)30 m120 mW4-2L1200 X 400FLUORESCENTORANGE PLATER2-1 (60)1200 X 15001200 X 400FLUORESCENTORANGE PLATER2-5a1200 X 1500DRUMSTRAFFIC CONES(W20-5R)(1 MILE)LEGENDGENERAL NOTES:1. THE LOCATION OF CHANNELIZING DEVICES AND THE WORK AREALAYOUT SHALL BE BASED ON THE CRITERIA IN THE FOLLOWINGTABLE:

STATEPROJECT NO.MISS.150-mm CONT. YELLOWNOTE : SEE PM-6 FORDETAILS OF THRU ARROW.30150-mm SKIP WHITERED/CLEAR REFLECTIVEP.C.359.00 mRAISED MARKERS150-mm SKIP WHITE150-mm CONT. WHITEDETAIL D150-mm CONT. YELLOWLEGEND150-mm DOTTED WHITE (DETAIL)(600-mm STRIPE & 3600-mm GAP)LEGEND1200-m CURVE300-mm DETAIL YELLOW{ PROPOSED LANESP.R.C.600-mm R7 m 23-m TAPERSEE DETAIL A1200-m CURVE3.6 m300-mm DETAIL YELLOW150-mm CONT. WHITEP.T.BEGIN 150-mm CONT. YELLOWEND 300-mm DETAIL YELLOW150-mm CONT. WHITEDETAIL D30 mDETAIL D160 m{ EXISTING LANES450-mm DIAGONAL YELLOW (DETAIL)(45 )(12 m C. TO C.)200-m TRANSITIONSEE DETAIL C450-mm DIAGONAL YELLOW (DETAIL)(45 )(6 m C. TO C.)150-mm CONT. YELLOW(NO PASSING)(300 m MIN.)TWO-WAY YELLOW REFLECTIVERAISED MARKERS @ 300-mm 0N CENTER@ 45 DIAGONALTWO-WAY YELLOWREFLECTIVE RAISEDMARKERS @ 6-m ON CENTERDETAIL A APPLIES503-m300-mmDETAILYELLOWSEE DETAIL BTYP.45TWO-WAY YELLOWREFLECTIVE RAISEDMARKERS @ 6-m ON CENTER5050300-mmDETAILYELLOW30050DETAIL BDETAIL C300-mm DETAIL YELLOWTWO-WAY YELLOW REFLECTIVERAISED MARKERS @ 300-mm 0N CENTER@ 45 DIAGONALDETAIL A450-mm YELLOW 45 DIAGONALDETAIL @ 6 m ON CENTER12-1-99 REVISE STRIPE WIDTH S.W.R. 1DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLAN4-LANE TO 2-LANETRANSITIONOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERTCP-6SHEET NUMBER6255RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.DETAIL A APPLIESTWO-WAY YELLOW REFLECTIVERAISED MARKERS @ 6 m ON CENTERP.C.END 150-mm CONT. YELLOWBEGIN 300-mm DETAIL YELLOW150-mm CONT. WHITE1200-m CURVESEE DETAIL AP.R.C.600-mm RTWO-WAY YELLOW REFLECTIVERAISED MARKERS @ 300mm 0N CENTER@ 45 DIAGONALSEE DETAIL C{ PROPOSED LANES300-mm DETAIL YELLOW1200-m CURVE450-mm DIAGONAL YELLOW (DETAIL)(45 )(6 m C. TO C.)200-m TRANSITION150-mm CONT. YELLOWEND 300-mm DETAIL YELLOWBEGIN 150-mm CONT. YELLOWMATCHLINE A-A150-mm CONT. YELLOW(NO PASSING)(300 m MIN.)450-mm DIAGONAL YELLOW (DETAIL)(45 )(6 m C. TO C.)23-m 7 mTAPER{ EXISTING LANES150-mm SKIP WHITE150-mmCONT. WHITE359.00 m160 m30 mRED/CLEARP.T.150-mm DOTTED WHITE (DETAIL)(600-mm STRIPE & 3600-mm GAP)150-mm CONT. WHITEREFLECTIVERAISED MARKERS6" SKIP WHITENOTE : SEE PM-6 FORMATCHLINE A-A150-mm CONT. YELLOWDETAIL DLEGEND150-mm CONT. YELLOW{ EXISTING LANESLEGENDDETAIL D30DETAIL OF THRU ARROW150-mm SKIP WHITE6" CONT. YELLOW5050DETAIL D300-mmDETAILYELLOWTWO-WAY YELLOWYELLOW300-mmDETAILREFLECTIVE RAISED3-mTYP.MARKERS @ 6-m ON CENTER5045SEE DETAIL B50DETAIL CDETAIL B300300-mm DETAIL YELLOWSEE DETAIL CDETAIL ATWO-WAY YELLOW REFLECTIVERAISED MARKERS @ 300-m 0N CENTER@ 45 DIAGONAL. SEE DETAIL "B"450-mm YELLOW 45DIAGONAL DETAIL@ 6-m ON CENTER12-1-99 REVISE STRIPE WIDTH S.W.R. 1DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLAN2-LANE TO 4-LANETRANSITIONOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERTCP-7SHEET NUMBER6256RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.800 m + -300 m15 mEDGE LINESTRAFFICTRAFFICK-9K-14K-9ADVANCE POLICE CARK-14SECOND POLICE CARWORK AREAR1-1(1200 X 1200)(SEE NOTE 7)W3-1a(1200 X 1200)W3-1P(600 X 450)(SEE NOTE 7)W21-4(1200 X 1200)W1-SD(900 X 600)GENERAL NOTES:1. THIS TYPE OF HIGHWAY CLOSURE SHALLONLY BE USED FOR EMERGENCIES OR FOR5. TRAFFIC CONTROL FOR THE CLOSURE SHALL BEACCOMPLISHED IN THE FOLLOWING ORDER:7. UNILLUMINATED SECTIONS OF HIGHWAYS SHALL NOTBE CLOSED DURING HOURS OF DARKNESS EXCEPT FORCONSTRUCTION OPERATIONS WHEN THEDURATION OF CLOSURE WILL NOT EXCEED30 MINUTES. AFTER THE HIGHWAYHAS BEEN CLOSED AND REOPENED VIATHIS PROCEDURE, A MINIMUM PERIOD OF30 MINUTES SHALL ELAPSE BEFORE ANOTHERA. ADVANCE POLICE CAR, LIGHTS ANDFLASHERS ON.B. "W21-4 (1200 X 1200)" AND "W1-SD (900 X 600)"SIGNS ERECTED.C. "W3-1a (1200 X 1200)" AND "W3-1P (600 X 450)"EMERGENCIES OR WITH THE APPROVAL OF THE ENGINEER.WHEN THE HIGHWAY MUST BE CLOSED DURING HOURSOF DARKNESS, A TYPE B HIGH INTENSITYFLASHING BARRICADE WARNING LIGHT SHALL BEUSED ON EACH W21-4 AND W3-1a SIGN.SHORT DURATION CLOSURE, EXCEPT WITHTHE APPROVAL OF THE ENGINEER.2. AT LEAST TWO POLICEMEN AND TWO POLICECARS SHALL BE PROVIDED ON EACH APPROACHTO THE CLOSURE. EACH POLICE CAR SHALLHAVE A ROOF MOUNTED ROTATING BLUE LIGHTOR LIGHT BAR.SIGNS ERECTED.D. SECOND POLICE CAR, LIGHTS ANDFLASHERS ON.E. "R1-1 (1200 X 1200)" SIGNS ERECTED TOSTOP TRAFFIC. THE ORDER OF ERECTIONSHALL BE IN THE FOLLOWING ORDER: RIGHTSHOULDER THEN CENTER.8. IF AN ENTRANCE RAMP IS LOCATED BETWEENTHE W21-4 AND R1-1, THE "W21-4 (1200 X 1200)","W1-SD (900 X 600)", "W3-1a (1200 X 1200)", AND"W3-1P (600 X 450)" SIGNS SHALL ALSO BEERECTED ON THE RAMP SHOULDER.9. SIGN "W1-SD (900 X 600)" IS 100-mm SERIES "C"BLACK LEGEND AND BORDER ON ORANGE BACKGROUND.3. ROAD CLOSURES ARE NOT PERMITTED ONHOLIDAYS OR BETWEEN THE HOURSOF 6 AM TO 9 AM, 11 AM TO 1 PM AND 3 PMTO 6 PM ON MONDAY THROUGH FRIDAY, EXCEPTBY PERMISSION OF THE ENGINEER.4. THE ADVANCE POLICE CAR AND THE "W21-4(1200 X 1200)", "W1-SD (900 X 600)", "W3-1a(1200 X 1200)", AND "W3-1P (600 X 450)"SIGNS SHALL BE MOVED BACK ASREQUIRED BY THE QUEUING OF STOPPEDVEHICLES.6. TRAFFIC CONTROL SHALL BE REMOVED IN THEFOLLOWING ORDER:A. WITH TRAFFIC STOPPED REMOVE THE "R1-1(1200 X 1200)" SIGNS TOWARD THE RIGHTSHOULDER IN THE FOLLOWING ORDER:CENTER THEN SIGN ON THE RIGHTSHOULDER.B. AFTER ALL STOPPED VEHICLES HAVESTARTED MOVING, THE "W3-1a (1200 X 1200)"AND "W3-1P (600 X 450)" SIGNS SHALL BEREMOVED. THESE SIGNS MAY BE COVEREDIF RE-USE IS IMMINENT.C. AFTER ALL CARS HAVE RESUMED APPROXIMATELYNORMAL SPEED, THE "W21-4 (1200 X 1200)" AND"W1-SD (900 X 600)" SIGNS SHALL BE REMOVED.THESE SIGNS MAY BE COVERED IF RE-USE ISIMMINENT.10. ALL TRAFFIC CONTROL ITEMS SHOWN ON THIS SHEETWILL NOT BE MEASURED FOR SEPARATE PAYMENT. THISWORK IS TO BE INCLUDED IN THE PRICE BID FORMAINTENANCE OF TRAFFIC, INCLUDING SECURINGPOLICE SERVICES.11. THE ABOVE DURATION WILL APPLY TO EACH APPROACHTO THE CLOSURE.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONSHORT DURATIONCLOSING OF TWO-LANETWO-WAY HIGHWAYSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERTCP-8SHEET NUMBER6257RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.PAVED SHOULDERTRAFFICTRAFFIC800 m + 800 m +- -15 mMEDIANEDGE LINESTRAFFICTRAFFICK-9PAVED SHOULDERK-14K-9ADVANCE POLICE CARK-14SECOND POLICE CARWORK AREAGENERAL NOTES:(900 X 600)W1-SD(1200 X 1200)W21-4(SEE NOTE 7)(600 X 450)W3-1P(1200 X 1200)W3-1a(SEE NOTE 7)(1200 X 1200)R1-11. THIS TYPE OF HIGHWAY CLOSURE SHALLONLY BE USED FOR EMERGENCIES OR FORCONSTRUCTION OPERATIONS WHEN THEDURATION OF CLOSURE WILL NOT EXCEED15 MINUTES. AFTER THE DIVIDED HIGHWAYHAS BEEN CLOSED AND REOPENED VIATHIS PROCEDURE A MINIMUM PERIOD OF30 MINUTES SHALL ELAPSE BEFORE ANOTHER5. TRAFFIC CONTROL FOR THE CLOSURE SHALL BEACCOMPLISHED IN THE FOLLOWING ORDER:A. ADVANCE POLICE CAR, LIGHTS ANDFLASHERS ON.B. "W21-4 (1200 X 1200)" AND "W1-SD (900 X 600)"SIGNS ERECTED.C. "W3-1a (1200 X 1200)" AND "W3-1P (600 X 450)"7. UNILLUMINATED SECTIONS OF HIGHWAYS SHALL NOTBE CLOSED DURING HOURS OF DARKNESS EXCEPT FOREMERGENCIES OR WITH THE APPROVAL OF THE ENGINEER.WHEN THE HIGHWAY MUST BE CLOSED DURING HOURSOF DARKNESS, A TYPE B HIGH INTENSITYFLASHING BARRICADE WARNING LIGHT SHALL BEUSED ON EACH W21-4 AND W3-1a SIGN.SHORT DURATION CLOSURE, EXCEPT WITHTHE APPROVAL OF THE ENGINEER.2. AT LEAST TWO POLICEMEN AND TWO POLICECARS SHALL BE PROVIDED ON EACH APPROACHTO THE CLOSURE. EACH POLICE CAR SHALLHAVE A ROOF MOUNTED ROTATING BLUE LIGHTOR LIGHT BAR.SIGNS ERECTED.D. SECOND POLICE CAR, LIGHTS ANDFLASHERS ON.E. "R1-1 (1200 X 1200)" SIGNS ERECTED TOSTOP TRAFFIC. THE ORDER OF ERECTIONSHALL BE TOWARD THE MEDIAN SHOULDERIN THE FOLLOWING ORDER: RIGHT SHOULDER,THEN CENTER, THEN MEDIAN SHOULDER.8. IF AN ENTRANCE RAMP IS LOCATED BETWEENTHE W21-4 AND R1-1, THE "W21-4 (1200 X 1200)","W1-SD (900 X 600)", "W3-1a (1200 X 1200)", AND"W3-1P (600 X 450)" SIGNS SHALL ALSO BEERECTED ON THE RAMP SHOULDER.9. SIGN "W1-SD (900 X 600)" IS 100-mm SERIES "C"BLACK LEGEND AND BORDER ON ORANGE BACKGROUND.3. ROAD CLOSURES ARE NOT PERMITTED ONHOLIDAYS OR BETWEEN THE HOURSOF 6 AM TO 9 AM, 11 AM TO 1 PM AND 3 PMTO 6 PM ON MONDAY THROUGH FRIDAY, EXCEPTBY PERMISSION OF THE ENGINEER.4. THE ADVANCE POLICE CAR AND THE "W21-4(1200 X 1200)", "W1-SD (900 X 600)", "W3-1a(1200 X 1200)", AND "W3-1P (600 X 450)"SIGNS SHALL BE MOVED BACK ASREQUIRED BY THE QUEUING OF STOPPEDVEHICLES.6. TRAFFIC CONTROL SHALL BE REMOVED IN THEFOLLOWING ORDER:A. WITH TRAFFIC STOPPED REMOVE THE "R1-1(1200 X 1200)" SIGNS TOWARD THE RIGHTSHOULDER IN THE FOLLOWING ORDER: MEDIAN,THEN CENTER, THEN SIGN ON RIGHTSHOULDER.B. AFTER ALL STOPPED VEHICLES HAVESTARTED MOVING, THE "W3-1a (1200 X 1200)"AND "W3-1P (600 X 450)" SIGNS SHALL BEREMOVED. THESE SIGNS MAY BE COVEREDIF RE-USE IS IMMINENT.C. AFTER ALL CARS HAVE RESUMED APPROXIMATELYNORMAL SPEED, THE "W21-4 (1200 X 1200)" AND"W1-SD (900 X 600)" SIGNS SHALL BE REMOVED.THESE SIGNS MAY BE COVERED IF RE-USE ISIMMINENT.10. ALL TRAFFIC CONTROL ITEMS SHOWN ON THIS SHEETWILL NOT BE MEASURED FOR SEPARATE PAYMENT. THISWORK IS TO BE INCLUDED IN THE PRICE BID FORMAINTENANCE OF TRAFFIC, INCLUDING SECURINGPOLICE SERVICES.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONSHORT DURATIONCLOSING OF DIVIDEDHIGHWAYSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERTCP-9SHEET NUMBER6258RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.ROADCLOSEDDETOURIIIITYPE I TYPE II TYPE IIIIIBARRICADE CLOSING A ROADWING BARRICADESSTANDARD BARRICADESBARRICADE CHARACTERISTICS1. WING BARRICADES ARE TYPE III BARRICADES ERECTED ON THE SHOULDERON ONE OR BOTH SIDES OF THE PAVEMENT TO GIVE THE SENSATIONOF A NARROWING OR RESTRICTED ROADWAY. WING BARRICADES MAY1.A TYPE I BARRICADE CONSISTS OF ONE (1) HORIZONTAL RAIL SUPPORTED BY A DEMOUNTABLEFRAME OR A LIGHT "A" FRAME. A TYPE I BARRICADE NORMALLY WOULD BE USED ON CONVENTIONALROADS OR URBAN STREETS AND ARTERIALS.WIDTH OF RAIL**IIIIIII200 MIN. - 300 MAX. 200 MIN. - 300 MAX.IIIII200 MIN. - 300 MAX.BE USED AS A MOUNTING FOR THE ADVANCE WARNING SIGNS OR FLASHERS.2. WING BARRICADES SHOULD BE USED:A. IN ADVANCE OF A CONSTRUCTION PROJECT EVEN WHEN NO2. A TYPE II BARRICADE CONSISTS OF TWO (2) HORIZONTAL RAILS ON A LIGHT "A" FRAME. TYPE II BARRICADESARE INTENDED FOR USE ON EXPRESSWAYS AND FREEWAYS AND OTHER HIGH-SPEED ROADWAYS.LENGTH OF RAIL**600 MIN.600 MIN.1200 MIN.PART OF THE ROADWAY IS ACTUALLY CLOSED.B. IN ADVANCE OF ALL BRIDGE OR CULVERT WIDENING OPERATIONS.3.TYPE I AND TYPE II BARRICADES ARE INTENDED FOR USE WHERE THE HAZARD ISRELATIVELY SMALL AS, FOR EXAMPLE, ON CITY STREETS, OR FOR THE MORE OR LESSCONTINUOUS DELIMITING OF A RESTRICTED ROADWAY, OR FOR TEMPORARY DAYTIME USE.WIDTH OF STRIPEHEIGHT*150 150900 MIN.900 MIN.1501500 MIN.4. A TYPE III BARRICADE CONSISTS OF THREE (3) HORIZONTAL RAILS SUPPORTED BY FIXEDPOSTS, A RIGID SKID, A HEAVY DEMOUNTABLE FRAME OR A HEAVY, HINGED "A" FRAME.5. TYPE III BARRICADES ARE INTENDED FOR USE ON CONSTRUCTION AND MAINTENANCEPROJECTS AS WING BARRICADES AND AT ROAD CLOSURES, WHERE THEY MUST REMAIN IN PLACENUMBER OFREFLECTORIZEDRAIL FACES2 (ONE EACH DIRECTION)4 (TWO EACH DIRECTION)3 IF FACING TRAFFICIN ONE DIRECTION6 IF FACING TRAFFICIN TWO DIRECTIONSFOR EXTENDED PERIODS.TYPE OF FRAMELIGHTLIGHT "A" FRAMEPOST OR SKID6.7.1.2.3.THE MARKING FOR BARRICADE RAILS SHALL BE ORANGE AND WHITE (SLOPING DOWNWARD ATAN ANGLE OF 45 IN THE DIRECTION TRAFFIC IS TO PASS).DO NOT PLACE SANDBAGS OR OTHER DEVICES TO PROVIDE MASS ON THE BOTTOM RAILTHAT WILL BLOCK VIEW OR RAIL FACE.8. FOR ADDITIONAL INFORMATION OR DETAILS, SEE MUTCD, LATEST EDITION.600450ORANGECHEVRON SIGNDETAILBLACKA CHEVRON SIGN CONSISTS OF A BLACK CHEVRON TYPE MARKING ONAN ORANGE BACKGROUND AND SHALL POINT IN THE DIRECTION OF TRAFFIC FLOW.THE CHEVRON SIGN SHALL BE MOUNTED ON FIXED POST OR RIGID SKID.CHEVRON SIGNS MAY BE USED TO SUPPLEMENT OTHER STANDARD DEVICES WHEREONE OR MORE LANES ARE CLOSED FOR CONSTRUCTION OR MAINTENANCE. THEY SHALLBE PLACED APPROXIMATELY 600 mm BEHIND THE LANE TRANSITION STRIPE.1. TYPE 3 OBJECT MARKERS SHALL BE USED AT ALL EXPOSED BRIDGEABUTMENTS AND AT OTHER LOCATIONS AS DEEMED NECESSARY BY THEENGINEER.2100 MIN.9001200 MIN.***2. THE OM-3R IS SHOWN. THE OM-3L IS SIMILAR EXCEPT THE STRIPESSLOPE DOWNWARD FROM THE UPPER LEFT SIDE TO THE LOWER RIGHT SIDEAND SHALL BE PLACED ON THE LEFT SIDE OF THE OBJECT.3. THE INSIDE EDGE OF THE MARKER SHALL BE IN LINE WITH THE INNEREDGE OF THE OBSTRUCTION.1. FOR RAILS LESS THAN 900 mm LONG, 100 mm WIDE STRIPES MAY BE USED.2. BARRICADES INTENDED FOR USE ON EXPRESSWAYS, FREEWAYS AND OTHER HIGH SPEED2ROADWAYS, SHALL HAVE A MINIMUM OF 0.175 m OF REFLECTIVE AREAFACING TRAFFIC.300BLACKYELLOWTYPE 3 OBJECT MARKER(OM-3R)10010045GENERAL NOTES:900 MIN.600 MIN.WHITE200 TO300VERTICAL PANELMARKINGS 1. ON ALL DEVICES SHOWN ON THIS SHEET SHALL BEHIGH INTENSITY REFLECTIVE SHEETING.THE 2. TRAFFIC CONTROL PLAN WILL LIST THE VARIOUS TRAFFICCONTROL DEVICES REQUIRED FOR EACH PROJECT.10010045ORANGE1. VERTICAL PANELS CONSIST OF AT LEAST ONE PANEL200 mm TO 300 mm IN WIDTH AND A MINIMUM OF600 mm IN HEIGHT.2. THE DIAGONAL STRIPES SHALL SLOPE DOWNWARDIN THE DIRECTION THAT TRAFFIC IS TO PASS THE PANEL.THE PANELS SHALL BE MOUNTED WITH THE TOP AMINIMUM OF 900 mm ABOVE THE ROADWAY ON A SINGLELIGHTMASS POST.3. VERTICAL PANELS USED ON EXPRESSWAYS, FREEWAYSAND OTHER HIGH-SPEED ROADWAYS SHALL HAVE AMINIMUM OF 0.175 m OF RETROREFLECTIVE AREAFACING TRAFFIC.PANELS SHALL BE USED.24. FOR TWO-WAY TRAFFIC OPERATIONS, BACK-TO-BACKREFLECTORIZED ORANGEREFLECTORIZED WHITE450 MIN.DIA.PLASTIC DRUM STRIPING DETAIL1. PLASTIC DRUMS SHALL BE ON END AND USED AS AN EXPEDIENT METHOD FORTRAFFIC CHANNELIZATION. THE COLOR AND MARKING OF DRUMS SHALL BE CONSISTENTWITH MARKING STANDARDS FOR BARRICADE. THE PREDOMINANT COLOR ON DRUMSSHALL BE ORANGE WITH FOUR (4) REFLECTORIZED, HORIZONTAL, CIRCUMFERENTIALSTRIPES (2 ORANGE & 2 WHITE) 150 mm WIDE.2. DRUMS SHOULD NEVER BE PLACED IN THE ROADWAY WITHOUT WARNING SIGNS.3. WHERE PRACTICAL PLASTIC DRUMS SHALL BE PLACED NO CLOSER THAN 900 mmFROM THE EDGE OF TRAVELED LANE.DATE REVISION BYHIGHWAY SIGN ANDBARRICADE DETAILSFOR CONSTRUCTIONPROJECTS900 MIN.ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERTCP-10SHEET NUMBER6259RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MOBILE OPERATIONS ON MULTILANE ROAD1MOBILE OPERATIONS ON TWO-LANE ROADMISS.#3TRUCK-MOUNTEDFLASHING ARROWPANELSTRUCK-MOUNTEDATTENUATOR(OPTIONAL)#2TRUCK-MOUNTEDATTENUATOR(OPTIONAL)#1NOTE: USE OF CHANGEABLEMESSAGE SIGN IS OPTIONALOPTIONAL SIGNS FORSHORT DURATION OPERATIONMOBILE OPERATIONS ON MULTILANE ROADMOBILE OPERATIONS ON TWO-LANE ROADNOTES:1. VEHICLES USED FOR THESE OPERATIONS SHOULD BE MADE HIGHLY VISIBLEWITH APPROPRIATE EQUIPMENT, SUCH AS FLASHING LIGHTS, ROTATINGBEACONS, FLAGS, SIGNS, OR ARROW PANELS.2. PROTECTION VEHICLE #1 SHOULD BE EQUIPPED WITH AN ARROW PANEL.AN APPROPRIATE LANE CLOSURE SIGN SHOULD BE PLACED ON PROTECTIONVEHICLE #1 SO AS NOT TO OBSCURE THE ARROW PANEL.3. PROTECTION VEHICLE #2 SHOULD BE EQUIPPED WITH AN ARROW PANEL ANDTRUCK-MOUNTED ATTENUATOR (TMA).4. PROTECTION VEHICLE #1 SHOULD TRAVEL AT A VARYING DISTANCE FROM THEWORK OPERATION SO AS TO PROVIDE ADEQUATE SIGHT DISTANCE FOR TRAFFICAPPROACHING FROM THE REAR.5. WHEN ADEQUATE SHOULDER WIDTH IS NOT AVAILABLE, PROTECTION VEHICLE#1 SHOULD BE ELIMINATED.NOTES:1. WHERE PRACTICAL AND WHEN NEEDED, THE WORK AND PROTECTION VEHICLESSHOULD PULL OVER PERIODICALLY TO ALLOW TRAFFIC TO PASS. IF THIS CANNOT BE DONE FREQUENTLY, AS AN ALTERNATIVE, A "DO NOT PASS" SIGN MAY BEPLACED ON THE REAR OF THE VEHICLE BLOCKING THE LANE.2. THE DISTANCE BETWEEN THE WORK AND PROTECTION VEHICLES MAY VARY ACCORDINGTO TERRAIN, PAINT DRYING TIME, AND OTHER FACTORS. PROTECTION VEHICLESARE USED TO WARN TRAFFIC OF THE OPERATION AHEAD. WHENEVER ADEQUATESTOPPING SIGHT DISTANCE EXISTS TO THE REAR, THE PROTECTION VEHICLESHOULD MAINTAIN THE MINIMUM DISTANCE AND PROCEED AT THE SAME SPEED ASTHE WORK VEHICLE. THE PROTECTION VEHICLE SHOULD SLOW DOWN IN ADVANCEOF VERTICAL OR HORIZONTAL CURVES THAT RESTRICT SIGHT DISTANCE.3. ADDITIONAL PROTECTION VEHICLES TO WARN AND REDUCE THE SPEED OF ONCOMINGOR OPPOSING TRAFFIC MAY BE USED. POLICE PATROL CARS MAY BE USED FOR THIS PURPOSE.4. A TRUCK-MOUNTED ATTENUATOR (TMA) SHOULD BE USED ON THE PROTECTION VEHICLEAND MAY BE USED ON THE WORK VEHICLE.6. ON HIGH-SPEED ROADWAYS, A THIRD PROTECTION VEHICLE SHOULD BE USED(i.e., VEHICLE #1 ON THE SHOULDER (IF PRACTICAL), VEHICLE #2 IN THE CLOSEDLANE, AND VEHICLE #3 IN THE CLOSED LANE).7. ARROW PANELS SHALL BE AS A MINIMUM TYPE B, 1500 mm X 750 mm INACCORDANCE WITH THE CRITERIA PRESENTED IN THE MUTCD.8. WORK SHOULD NORMALLY BE DONE DURING OFF-PEAK HOURS.9. ALL TRAFFIC CONTROL ITEMS SHOWN ON THIS SHEET WILL NOT BE MEASUREDFOR SEPARATE PAYMENT. THIS WORK IS TO BE INCLUDED IN THE PRICE BIDFOR MAINTENANCE OF TRAFFIC.5. THE WORK VEHICLE SHALL BE EQUIPPED WITH BEACONS, AND THE PROTECTIONVEHICLES SHALL BE EQUIPPED WITH TWO HIGH-INTENSITY FLASHINGLIGHTS MOUNTED ON THE REAR, ADJACENT TO THE SIGN. PROTECTION AND WORKVEHICLES SHOULD DISPLAY FLASHING OR ROTATING BEACONS BOTH FORWARD ANDTO THE REAR.6. VEHICLE-MOUNTED SIGNS SHALL BE MOUNTED WITH THE BOTTOM OF THESIGN LOCATED AT A MINIMUM HEIGHT OF 1200 mm ABOVE THE PAVEMENT.SIGN LEGENDS SHALL BE COVERED OR TURNED FROM VIEW WHEN WORK IS NOT INPROGRESS.7. ALL TRAFFIC CONTROL ITEMS SHOWN ON THIS SHEET WILL NOT BE MEASUREDFOR SEPARATE PAYMENT. THIS WORK IS TO BE INCLUDED IN THE PRICE BID FORMAINTENANCE OF TRAFFIC.12-1-99 REVISED CAPTIONS.W.R. 1DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONROADWAY DESIGN DIVISIONSTANDARD PLANTRAFFIC CONTROL PLANMOBILE OPERATIONSMULTILANE ROADSANDTWO-LANE ROADSISSUE DATE:OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERTCP-11SHEET NUMBER6260RDEPAR TMENTO FT RANSPOTATI O N

WSEESTATEPROJECT NO.NOTE 1.ROADWORKAHEAD15 m(TYP.)ACCELERATION LANE90 m MIN.(SEE NOTE 2.)LSEE NOTE 1.MISS.W20-1150 mSEENOTE 1.150 mYIELDREFLECTORIZED FREE-STANDINGPLASTIC DRUMS (TYP.)ENTRANCE RAMPR1-2(PHASE I)15 mW3-2a(TYP.)L(SEE NOTE 3.)150 mSEENOTE 1.ROADWORKAHEADW20-1ENTRANCE RAMP(PHASE II)GENERAL NOTES:1. FOR SIGNING, FLASHING ARROW PANEL, ANDDRUM SPACING CRITERIA, SEE TYPICAL TRAFFICCONTROL PLANS FOR LANE CLOSURES ONSHEETS TCP-2, TCP-3, TCP-4, AND TCP-5, AS60 m 15 mAPPROPRIATEE5-1(TYP.)2. IF NO ADEQUATE ACCELERATION LANE EXISTSFOR THE TEMPORARY ENTRANCE, THE YIELD SIGN(R1-2) AND THE YIELD AHEAD SIGN (W3-2A) SHALLBE REPLACED WITH A STOP SIGN (R1-1) AND A STOPAHEAD SIGN (W3-1a), ONE ON EACH SIDE OF APPROACH.WHERE STOP SIGNS ARE USED, A TEMPORARY STOPLINE SHOULD BE PLACED ACROSS THE RAMP AT THEDESIRED STOP LOCATION. IF INSUFFICIENT GAPSARE AVAILABLE IN THE TRAFFIC STREAM,CONSIDERATION SHOULD BE GIVEN TO CLOSINGTHE RAMP.EXIT RAMP(PHASE I)3. DETERMINE TAPER LAYOUTS USING THEFOLLOWING EQUATIONS:L = 0.6WS FOR SPEEDS OF 70 km/h OR GREATER2L = WS /155 FOR SPEEDS OF 60 km/h OR LESSSEENOTE 1.60 mE5-115 m(TYP.)REFLECTORIZED FREE-STANDINGPLASTIC DRUMS (TYP.)WHERE:L = MINIMUM LENGTH OF TAPER IN METERSW = WIDTH OF OFFSET IN METERSS = DESIGN SPEED OR 85TH PERCENTILE SPEED INKILOMETERS PER HOUR.4. ALL TRAFFIC CONTROL ITEMS SHOWN ON THISSHEET WILL NOT BE MEASURED FOR SEPARATEPAYMENT. THIS WORK IS TO BE INCLUDED IN THEPRICE BID FOR MAINTENANCE OF TRAFFIC.ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.EXIT RAMP(PHASE II)DATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONDETAILS OF OUTSIDE LANECLOSURE AT EXITAND ENTRANCE RAMPSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERTCP-12SHEET NUMBER6261RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.W20-SDW4-2LW20-5L(1/2 MILE)W20-1(1 MILE)(1/2 MILE)W20-5LW13-1(XX MPH) **(1500 FT)W20-5L30 m 30 m30 m60 m 90 mLONG.BUFFERSPACEL300 m 150 m330 m 780 mCHANNELIZING DEVICES(SEE NOTE 3 FOR TYPESREQUIRED)780 m 330 m150 m300 mLLONG.30 m30 m 30 mBUFFERDRUMS(1 MILE)W20-1W4-2LSPACE@ 6 mO.C.W20-5L(1500 FT)W13-1(XX MPH) **75 RADIIGENERAL NOTES:12001932417 4284624721085 200CLEGEND**THE LEGEND ON W13-1 (XX MPH) SUPPLEMENTALPLATE SHALL BE 10 MPH LESS THANTHE POSTED SPEED LIMIT.FLASHING ARROW PANEL (TYPE "C")REFLECTORIZED FREE-STANDING PLASTIC DRUMSTYPE "B" WARNING LIGHTS1. THE LOCATION OF CHANNELIZING DEVICES AND THE WORK AREALAYOUT SHALL BE BASED ON THE CRITERIA IN THE FOLLOWINGTABLE:

W8-11900 X 900W8-11900 X 900400 m 400 m400 m400 m400 m 400 m400 m400 mUNEVLANEENSUNEVLANEENSUNEVLANEENSW8-11900 X 900UNEVLANEENSW8-11900 X 900UNEVLANEW8-11ENS900 X 900UNEVLANEW8-11ENS900 X 900UNEV ENLANESTWO-WAY TRAFFICONE-WAY TRAFFICW8-11900 X 900UNEV ENLANESW8-11900 X 900UNEVENLANESW8-11900 X 900UNEVLANEENSUNEVLANEENSW8-11W8-11900 X 900900 X 900DATE REVISION BYSTATE PROJECT NO.MISS.GENERAL NOTES:1. UNEVEN LANE LINE:A. IF LESS THAN OR EQUAL TO 40 mm, NO SIGNS REQUIRED.B. IF GREATER THAN 40 mm AND LESS THAN OR EQUAL TO 55 mm, PLACE SIGNS AS SHOWN ON THIS SHEET.C. IF GREATER THAN 55 mm, TRAFFIC SHOULD NOT BE ALLOWED TO CROSS UNEVEN LANE LINE.2. ALL TRAFFIC CONTROL ITEMS SHOWN ON THIS SHEET SHALL BE PAID FOR UNDER MAINTENANCE OF TRAFFIC.3. THE W8-11 SIGNS SHALL BE SPACED AT 400-m INTERVALS THROUGHOUT UNEVEN LANE LINE LIMITS.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONTRAFFIC CONTROL PLANSUNEVEN PAVEMENTDETAILSMETRICWORKING NUMBERTCP-14SHEET NUMBERMISSI S S IPPIRDEPAR TMENTO FT RANSPOTATI O NALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.ISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 19986263

STATEPROJECT NO.MISS.PAY LENGTHOUTSIDE EDGE OF TRAVEL LANETWO-WAY REFLECTIVE YELLOWRAISED PAVEMENT MARKERS**100-mm CONTINUOUS WHITE EDGE STRIPE ( )*75100-mm SKIP YELLOW100(TYP.)100-mm CONTINUOUS YELLOW300100TRAFFICYELLOW**( )C L3000 30009000***TRAFFICC JOINT L5050**100-mm CONTINUOUS WHITE EDGE STRIPE ( )OUTSIDE EDGE OF TRAVEL LANEOMIT BROKEN LINE STRIPING75DETAIL "A"*TWO-WAY TRAFFIC(ASPHALT OR CONCRETE PAVEMENT)75DIRECTION OF30010050TRAFFIC10050TRAFFICGENERAL NOTES:*1. 75-mm UNLESS SHOWN ELSEWHERE ON THE PLANS.**2. EDGE STRIPE SHALL BE SAME MATERIAL AS LANE-LINESTRIPE (PAINT OR TAPE AS INDICATED IN PAY ITEMS).***3. SPACING OF REFLECTIVE RAISED PAVEMENT MARKERSIS AS FOLLOWS:URBAN AREARURAL AREA3000 30009000OUTSIDE EDGE OF TRAVEL LANE***9000MEDIAN EDGE OF TRAVEL LANETRAFFICTRAFFICREFLECTIVE RED-CLEARRAISED PAVEMENT MARKERSC JOINTL4-LANE WITH ONE-WAY TRAFFIC7550TRAFFICDETAIL "A"100-mm CONTINUOUS WHITE EDGE STRIPE100-mm SKIP WHITE100-mm CONTINUOUS YELLOW EDGE STRIPE*7575*TANGENT SECTIONS12 24HORIZONTAL CURVES1212INTERCHANGE LIMITS 12 t 12t NOTE: ON THE MAIN FACILITY, REFLECTIVE RED-CLEAR RAISEDPAVEMENT MARKERS ON A 12-m SPACING WILL BE REQUIRED ONLANE-LINE(S) THROUGH ALL INTERCHANGE AREAS BEGINNING300 m IN ADVANCE (IN DIRECTION OF TRAFFIC) OF THE EXIT RAMPTAPER AND CONTINUING THROUGH THE INTERCHANGE TO THEEND OF THE ENTRANCE RAMP TAPER.4. PAVEMENT MARKERS SHALL BE HIGH PERFORMANCE REFLECTIVERAISED PAVEMENT MARKERS AS LISTED IN THE MDOT"APPROVED SOURCES OF MATERIALS."5. REFLECTIVE RAISED PAVEMENT MARKERS TO BE USED IF TEMPORARYMARKINGS ARE TO REMAIN IN PLACE OVER 3 MONTHSROADWAY DESIGN DIVISIONC LSTANDARD PLANDATE REVISION BY(m)(m)ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONTEMPORARY STRIPING FORTRAFFIC CONTROL2-LANE AND 4-LANEDIVIDED HIGHWAYSISSUE DATE:DECEMBER 1, 1999METRICMISSISS IPPIWORKING NUMBERTCP-15SHEET NUMBER6264RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.75-mm SPACE BETWEEN EDGE OF TRAVEL LANE AND STRIPEMISS.75-mm SPACE BETWEEN EDGE OF TRAVEL LANE AND STRIPE100-mm CONTINUOUS WHITEREFLECTIVE RED-CLEAR RAISEDEDGE STRIPEPAVEMENT MARKERSREFLECTIVE RED-CLEAR RAISEDPAVEMENT MARKERS6000 6000 6000100-mm SKIP WHITE100-mm CONTINUOUS WHITEEDGE STRIPETWO-WAY REFLECTIVE YELLOWRAISED PAVEMENT MARKERS100-mm SKIP WHITE150-mm SPACE BETWEEN STRIPES100-mm SKIP YELLOWTWO-WAY REFLECTIVE YELLOWRAISED PAVEMENT MARKERS100-mm CONTINUOUSYELLOW6000 60003000 4500 4500 300090004500 4500SEEDETAIL A100-mm DOUBLE CONTINUOUSYELLOW100-mm SKIP WHITE100-mm CONTINUOUS WHITEEDGE STRIPE9000 90004500 4500 3000 4500 4500150-mmSPACESEE DETAIL A75-mm SPACE BETWEEN EDGE OF TRAVEL LANE AND STRIPE100-mm CONTINUOUS WHITEEDGE STRIPE100-mm SKIP WHITEREFLECTIVE RED-CLEAR RAISEDPAVEMENT MARKERSTYPICAL STRIPING AND RAISEDPAVEMENT MARKERS FOR 4-LANE SECTION75-mm SPACE BETWEEN EDGE OF TRAVEL LANE AND STRIPETYPICAL STRIPING AND RAISEDPAVEMENT MARKERS FOR 5-LANE SECTION75-mm SPACE BETWEEN EDGE OF TRAVEL LANE AND STRIPE100-mm CONTINUOUS WHITEEDGE STRIPE100-mm SKIP WHITESEE DETAIL B3000 4500 4500 30006000 6000REFLECTIVE RED-CLEAR RAISEDPAVEMENT MARKERS150-mmSPACE50SEE DETAIL A24 mLEGENDREFLECTIVE RED-CLEAR RAISEDPAVEMENT MARKERS100-mm DOUBLE CONTINUOUSYELLOW*100-mm WHITE ( )VARIABLESEE DETAIL "A"TWO-WAY REFLECTIVE YELLOWRAISED PAVEMENT MARKERS6000 6000DETAIL ALATERAL PLACEMENT OFPAVEMENT MARKERS(TYP.)(30 m MIN.)GENERAL NOTE:REFLECTIVE RED-CLEAR RAISEDPAVEMENT MARKERS100-mm SKIP WHITE100-mm CONTINUOUS WHITEEDGE STRIPE4500 4500 3000 4500 45009000 9000400MIN.1. PAVEMENT MARKERS SHALL BE HIGH PERFORMANCE RAISEDPAVEMENT MARKERS AS LISTED IN THE MDOT "APPROVEDSOURCES OF MATERIALS".2. REFLECTIVE RAISED PAVEMENT MARKERS TO BE USED IF TEMPORARY75-mm SPACE BETWEEN EDGE TRAVEL LANE AND STRIPESTOP LINE-LEGEND, WHITE,MARKINGS ARE TO REMAIN IN PLACE OVER 3 MONTHS1800(SEE PLANS FOR LOCATIONS)3. TEMPORARY TURN ARROW TO BE PAID FOR AS TEMPORARY TRAFFICSTRIPE (LEGEND), ESTIMATED AT 1.01 m PER ARROW23000TYPICAL TWO-WAY ARROW INSTALLATIONNOTES: 1. CONSIDER EACH SEGMENT OF CONTINUOUS TWO-WAY LEFT TURN LANE SEPARATELY.2. IF SEGMENT IS LESS THAN 100 m, PLACE ONE SET OF ARROWS IN CENTER OF SEGMENT.3. IF SEGMENT IS GREATER THAN 100 m, PLACE FIRST SET OF ARROWS 15 m TO 30 m.FROM BEGINNING AND/OR END OF SEGMENT AND SPACE ADDITIONAL SETS OF ARROWS (75 m O.C.).TYPICAL STRIPING AND RAISEDPAVEMENT MARKERS AT LEFT TURN LANESNOTE: USE DETAIL STRIPING IF LENGTH < 45 m AT* -THIS LOCATION, OTHERWISE USE CONTINUOUS STRIPING,18002003001002002400DETAIL OF TEMPORARYTURN ARROW20050100DETAIL BLATERAL PLACEMENT OFPAVEMENT MARKERSDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANTEMPORARY STRIPING FORTRAFFIC CONTROL4-LANE AND 5-LANEUNDIVIDED ROADWAYSDECEMBER 1, 1999METRICMISSISS IPPIWORKING NUMBERTCP-16SHEET NUMBER6265RDEPAR TMENTO FT RANSPOTATI O N

TYPE I MARKER(ALTERNATE NO. 1)TYPE I MARKER(ALTERNATE NO. 2)TYPE II MARKER(FLUSH TYPE FOR USE IN BUILT-UP AREAS)STATEMISS.PROJECT NO.15015013 1315013 1313 131313131361336106INDENTINDENT6 mm5 mm10INDENT5 mm8813 THIS AREATHIS AREA 13INDENTED6 mm10INDENTED6 mm10200313 THIS AREATHIS AREA 1310INDENTED6 mm145INDENTED6 mm3138810INDENT5 mm5 535015013 1313 X 75BRONZE PIN20050INDENT5 mmFOR DIMENSIONS OFLETTERS, SEE "DETAILOF LETTERS" FORTYPE I, ALT. NO. 2.3INDENTTOP OF MARKER5 mmGROUND LINE150INDENT13 13GROUNDLINE3446 mmFACE OF MARKERR=101331044GROUND LINE6444.5FACE OF MARKERR=10134.534460025575A13 X 75BRONZEPIN25 25ATOP IS TO BE FLUSH WHEREMARKER IS INSTALLED WITHINA PAVED OR SIDEWALK AREA.#10 DEFORMEDBARS#10 DEFORMEDBARS2525SECTION A-A13 13150503313261033R=1028503 31025 22504.54.54.51326104.5R=104.528504.54.54.525 22ELEVATIONREINFORCING AND INSTALLATION DETAILSRWR.O.W. LINE3DETAIL OF LETTERS3284.5DETAIL OF LETTERS28C LRWR.O.W. LINEWRC ROADWAYL12002001000A25 25A#10 DEFORMEDBARS25GROUND LINE15013 132513 13150SECTION A-AELEVATIONREINFORCING AND INSTALLATION DETAILSR.O.W.R.O.W.CLROADWAYPLANR.O.W.R.O.W.R.O.W.CLROADWAYPLANMARKER ARRANGEMENT FOR ADDITIONAL RIGHT-OF-WAYC LC LGENERAL NOTES:1. THE CONCRETE SHALL HAVE A MINIMUMCEMENT CONTENT OF 280 KILOGRAMS2. THE MARKERS SHALL BE PLACED ASINDICATED ELSEWHERE ON PLANS.WR.O.W. LINERPLANR.O.W. LINEMARKER ARRANGEMENT FOR ADDITIONAL RIGHT-OF-WAYOF CEMENT PER CUBIC METER OF CONCRETE.RRWWDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONRIGHT-OF-WAY MARKERISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERRW-1SHEET NUMBER6270RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.4800 (MIN.)R.O.W.A ASTABILIZER AGGREGATE ORGRANULAR MATERIAL ASPER PLANSPIPE CULVERT3000 MIN.RADIUS3000 MIN.RADIUSSHOULDER LINEPAVEMENT EDGE3030C L ROADWAYMISS.RAMP IN FILL SECTION9000 (MIN.) 9000 (MIN.)WIDTH OFWIDTH OFSHOULDERPAVEMENT WIDTHSHOULDERORIGINAL GROUND LINE1:6.7 (15%) MAX. SLOPESHOULDER SLOPEORIGINAL GROUND LINESHOULDER SLOPE2% - 4% SLOPE1:6.7 (15%) MAX. SLOPEPIPE CULVERT WHEN DESIGNATEDON THE PLANS OR BY THE ENGINEER.LOCATION OF DITCH BOTTOM MAYVARY ACCORDING TO THE TYPICALSECTION AS SHOWN ON THE PLANS.FORESLOPE MAY BE EXTENDED WHERENECESSARY TO SECURE 150-mm MINIMUMPIPE CULVERT COVERAGE.TYPICAL SECTION AT RAMP*VARIABLE SLOPE4800 MINIMUM*VARIABLE SLOPEALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.RAMP IN CUT SECTION*DRIVEWAY SIDE SLOPESSECTION A-AV > 80 km/h - DES. 1:10 MAX 1:6WITHIN CLEAR ZONEV < 70 km/h - MAX. 1:3OUTSIDE CLEAR ZONE MAXIMUM - 1:3DATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANRURAL DRIVEWAYSOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERRD-1SHEET NUMBER6271RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.RIDGE TERRACE WITH CLOSED ENDSWHERE NECESSARY RIGHT-OF-WAY OREASEMENT CANNOT BE OBTAINED.AARIDGE TERRACE WHERE NECESSARY TOINTERCEPT WATER FROM HILLSIDE.ORIGINAL GROUND LINEMISS.CROWN LINEC LC LBBVARIABLE CURVATURE TOCONFORM TO AVAILABLERIGHT-OF-WAY.600-mmROUNDINGBACKSLOPEVARIABLECCVAR.(1000 MIN.)SECTION A-ARIDGE TERRACED TO INTERCEPTWATER FROM HILLSIDE.DORIGINAL GROUND LINEDAPPROX.GRADEPOINT*E ECONTOUR DIVERSION DITCHNOT TO EXCEED 1% GRADIENT.DITCH TO FLARE PROGRESSIVELY.EASEMENT TO BE PROCURED WHERENECESSARY FOR LOCATION OFCONTOUR DIVERSION DITCH.CROWN LINE600-mmROUNDINGVAR.BACKSLOPE(1100 MIN.)ALL NATURAL FEATURES TOBE PRESERVED IN THIS AREAUNLESS GRADING IS REQUIRED.SECTION B-BC LORIGINAL GROUND LINECROWN LINE600-mmROUNDINGBACKSLOPEVAR.(1200 MIN.)SECTION C-CC LCROWN LINEORIGINAL GROUND LINE600-mmROUNDINGBACKSLOPEVARIABLESECTION D-D(1400 MIN.)ORIGINAL GROUND LINE600-mmROUNDINGBACKSLOPEVARIABLE(1500 MIN.)ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.VARIABLE(1000 MIN.)RIDGE TERRACENOTE: RIDGE TERRACES SHALL BE SPACED 1200 mmVERTICALLY ON SLOPES STEEPER THAN 1:3 AND 900 mmVERTICALLY ON SLOPES FLATTER THAN 1:3. TERRACESARE TO BE USED WHERE NECESSARY TO INTERCEPTWATER FROM HILLSIDES.VARIABLE(150 MAX.)SECTION E-EDATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONTYPICAL GRADINGTRANSITION BETWEENCUTS AND FILLSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANMETRICMISSISS IPPIWORKING NUMBERGT-1SHEET NUMBEROCTOBER 1, 19986272RDEPAR TMENTO FT RANSPOTATI O N

R.O.W.1DITCH C LSHOULDERR.O.W.TOE OF SLOPESHOULDERSHOULDERDITCH C LTOP OF BACKSLOPER.O.W. R.O.W.PLANR.O.W.SIGHT LINE AND NO ACCESSSTANDARD PLAN BACKSLOPE3000(MIN.)SLOPETO DRAINVARIABLE1100300(MIN.)GROUND LINE(SEE PERSPECTIVE ABOVE).TO BE REMOVED WITHIN R.O.W.ALL TREES, BRUSH AND OBSTRUCTIONSNORMALBACKSLOPESIGHT LINE AND NO ACCESSSECTION A-A SECTION B-BA ASIGHT LINE AND NO ACCESSR.O.W. AS REQUIREDCONSTRUCTION LIMITS(TOP OF BACKSLOPE)TOE OF SLOPESIGHT LINE AND NO ACCESS3000(MIN.)DITCH CLB BVARIABLESHOULDERSHOULDERR.O.W.TOE OF SLOPER.O.W.PERSPECTIVE OF TYPICAL DAYLIGHTING AT INTERSECTION IN CUT AND FILL112-1-99 REVISED R.O.W. MARKER S.W.R. 1DATE REVISION BYSTATE PROJECT NO.MISS.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONSIGHT FLAREMETRICWORKING NUMBERSF-1SHEET NUMBERMISSI S S IPPIRDEPAR TMENTO FT RANSPOTATI O NALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.ROADWAY DESIGN DIVISIONSTANDARD PLANISSUE DATE:OCTOBER 1, 19986273

BACK ARCDIMENSION " B "1-m HORIZONTALTOE OF RIP RAP" " = 63 05’" " = 50 35’" " = 39 35’AREA TO BE RIP-RAPPEDINDICATED THUS:TABLE "A"DIKE RIP RAP "CONSTANTS"LENGTH "J" "K" "P"15 m30 m2.26542.52729.9617.681.021.1445 m 2.5272 25.38 1.1415-m DIKEBERM WIDTH, "W" = 3 mBACK ARC = 120"L" = 15 mCOORDINATES(m)"X" "Y"0.00 6.001.50 5.973.00 5.884.50 5.726.00 5.507.50 5.209.00 4.8010.50 4.2812.00 3.6013.50 2.6214.25 1.8814.70 1.1915.00 0.0030-m DIKEBERM WIDTH, "W" = 3.6 mBACK ARC = 135"L" = 30 mCOORDINATES(m)"X" "Y"0.00 12.003.00 11.946.00 11.769.00 11.4512.00 11.0015.00 10.3918.00 9.6021.00 8.5724.00 7.2027.00 5.2328.50 3.7529.40 2.3930.00 0.0045-m DIKEBERM WIDTH, "W" = 4.5 mBACK ARC = 135"L" = 45 mCOORDINATES(m)"X" "Y"0.00 18.004.50 17.919.00 17.6413.50 17.1718.00 16.5022.50 15.5927.00 14.4031.50 12.8636.00 10.8040.50 7.8542.75 5.6244.10 3.5845.00 0.00STATEMISS.PROJECT NO.R=TO ESTIMATE THE QUANTITY OF EMBANKMENT MATERIAL:STAKE OUT INSTRUCTIONS:W/2LIMIT OFRIP RAP" " = 28 05’THE VOLUME OF EMBANKMENT MATERIAL, IN CUBIC METERS, IS DETERMINED BY THEFOLLOWING FORMULA:AND 1:N IS THE DIKE SLOPE.V = 1.15 [(L) (H) (W+(N) (H))]WHERE "L" IS THE DIKE LENGTH, IN METERS; "H" IS THE DIFFERENCE IN ELEVATIONSOF THE BERM AND THE AVERAGE GROUND LEVEL; "W" IS THE BERM WIDTH, IN METERS;TO ESTIMATE THE QUANTITY OF RIP RAP:1. W.P. #1 IS LOCATED AT THE LAND-SIDE CORNER OF THE UPSTREAM END BENT WING WALL, UNLESSOTHERWISE SPECIFIED. ESTABLISH BASE LINE "A" PASSING THRU W.P. #1 AND PARALLEL TOC ROADWAY. L WHERE C ROADWAYLIS ON HORIZONTAL CURVE, BASE LINE "A" IS PARALLEL TO THETANGENT OF C ROADWAYLAT C JOINTL(OR END OF SPAN) AT BRIDGE END. WHERE SKEWED DIKE ISREQUIRED, ROTATE BASE LINE "A" ABOUT W.P. #1 THRU THE ANGLE OF SKEW.2A. UNLESS OTHERWISE SPECIFIED, ASSUME THE BERM ELEVATION, "E ", TO BE EQUAL TO THE ROADWAYSLOPE ELEVATION, "E ", AT W.P. #1. IN ALL CASES WHERE E = E , W.P. #2 COINCIDES WITH W.P. #1 ASSSHOWN IN "TYPICAL DIKE LAYOUT." FOR BRIDGES WHERE ELEVATIONS "E " ARE NOT THE SAMEAT BOTH BRIDGE ENDS, SET ELEVATION "E " FOR BOTH DIKES EQUAL TO THE LOWER GRADE.BBBSSHIGH WATER LINE" = 21 25’LIMIT OFRIP RAPTOE OF ROADWAY SLOPEBASE LINE "B"LAND-SIDE TOE OF SLOPE1:N"W"/2"W"/2"W" = BERMLAND-SIDE SHOULDER LINEWIDTHC BERMLSTREAM-SIDE SHOULDER LINE1:N" "=STREAM-SIDE TOE OF SLOPE16 40’"" "=13 00’" "=9 55’" "=" "=7 10’4 40’COORDINATES "X" SEE TABLES MAX = "L""L" = LENGTH OF DIKE1DIMENSION "B" GIVES THE LENGTH ALONG THE STREAM-SIDE FACE AT ANY DISTANCE,"H", BELOW THE BERM, AND IS MEASURED FROM THE LINE WHERE = 21 25’ AROUND THEEND TO THE "BACK ARC" RIP RAP LIMIT. IT IS DETERMINED BY THE FOLLOWING FORMULA:WHERE "J" & "K" ARE CONSTANTS, FROM TABLE "A", AND 1:N IS THE DIKE SLOPE.THE AREA OF RIP RAP IS DETERMINED AS FOLLOWS:A. FIND THE MEAN LENGTH AT MID-HEIGHT OF THE RIP RAP SECTION = [(LENGTH ATHIGH WATER ELEVATION) + (LENGTH AT AVERAGE GROUND ELEVATION) / 2].B. MULTIPLY THE DIFFERENCE IN ELEVATIONS OF HIGH WATER AND AVERAGEGROUND LEVEL BY "M" (FOR 1:2 SLOPE, M = 2.236: FOR 1:3 SLOPE, M = 3.162)TO FIND THE SLANT HEIGHT ON SLOPE.C. AREA OF RIP RAP ON SLOPE = [(MEAN LENGTH) (SLANT HEIGHT)], IN SQUARE METERS.HAVING TOTAL RIP RAP AREA, THE QUANTITY OF LOOSE RIP RAP MAY BE ESTIMATED AT21930 kg/m /m OF DEPTH.B = [(J) (N) (H)] + KD. FIND THE MEAN LENGTH OF THE ONE METER HORIZONTAL TOE PORTION =[(LENGTH AT AVERAGE GROUND LEVEL) + ("P" FROM TABLE "A")]E. AREA OF TOE PORTION = MEAN LENGTH (FROM D) x 1, IN SQUARE METER.F. TOTAL RIP RAP AREA = [(SLOPE AREA) + (TOE AREA)].A2B. FOR DIKES WHERE THE BERM IS TO BE SET AT AN ELEVATION, "E ", OTHER THAN ELEVATION "E ",ESTABLISH W.P. #2 ALONG BASE LINE "A" A DISTANCE, "D ", STREAMWARD (LANDWARD, IF "D" ISNEGATIVE) FROM W.P. #1, WHERE:0D = N(E - E )1 S BAND 1:N IS THE DIKE SLOPE. SEE DETAIL "A" BELOW.3. MEASURE LANDWARD FROM W.P. #2 ALONG BASE LINE "A" A DISTANCE, "D ", TO ESTABLISHW.P. #3, THE ZERO OF BASE LINE "B", WHERE:D = W + Y ,202"W" IS THE BERM WIDTH, AND "Y " IS THE DISTANCE "Y" GIVEN IN THE TABLES FOR "X" = 0.4. AT W.P. #3, TURN 90 UPSTREAM FROM BASE LINE "A" TO ESTABLISH BASE LINE "B". LOCATE THE"X" COORDINATES ALONG BASE LINE "B" AND, AT RIGHT ANGLES TO BASE LINE "B" THRU THESEPOINTS, MEASURE CORRESPONDING "Y" COORDINATES TO ESTABLISH POINTS ON C L BERM.5. AT EACH POINT THUS OBTAINED ON C BERM, L TURN CORRESPONDING ANGLE, " ", AND SET:(A) STREAM-SIDE SHOULDER LINE, AT HALF THE BERM WIDTH FROM CLBERM.(B) STREAM-SIDE TOE OF SLOPE, FROM THE PRECEDING POINT.(C) LAND-SIDE SHOULDER LINE, AT HALF THE BERM WIDTH FROM C BERM.L(D) LAND-SIDE TOE OF SLOPE, FROM THE PRECEDING POINT.1B2SROADWAY SLOPEW.P. #3SHOULDER LINEEDGE OF TRAVEL LANE90BASE LINE "A"COORDINATES "Y" SEETABLES MAX. = 0.4 "L""D " (SEE "STAKE-OUT INSTRUCTIONS")2"W"/2W.P.’S #1 & #21:N" "=2 15’BASE LINE "B"90W.P.#3ROADWAY SLOPEBASE LINE "A"ROADWAY SHOULDER LINE"D " (SEE "STAKE-OUT INSTRUCTIONS")2"W" =BERM WIDTH"W"/2 "W"/2W.P.#1C BERML"D " 1W.P.#2"L" = LENGTH OF DIKE1:NSECTION A-A"E ", ELEVATION OFSSLOPE @ W.P. #1"E " ELEVATIONBOF BERMBRIDGE ENDBRIDGE ENDC ROADWAYLEDGE OF TRAVEL LANEEDGE OF TRAVEL LANESHOULDER LINEROADWAY SLOPETYPICAL DIKE LAYOUTNOTE: DIKES TO BE INSTALLED ONUPSTREAM SIDE OF BRIDGE ONLY.DIKE AT OTHER END OF BRIDGESAME EXCEPT OPPOSITE HAND.1:NTOE OF SLOPEDETAIL "A"NOTE: SHOWING LOCATION OF WORKING POINTS FOR STAKING OUT DIKEWHEN BERM ELEVATION (E ) IS BELOW SLOPE ELEVATION (E ) AT W.P. #1.GENERAL NOTES:1. THE SLOPE OF THE DIKE EMBANKMENT SHALL BE THE SAME AS THE SLOPE (1:N) OFTHE FILL UNDER THE BRIDGE UNLESS SPECIFIED OTHERWISE ON BRIDGE LAYOUT SHEET.2. EMBANKMENT MATERIAL FOR EARTH DIKES WILL BE INCLUDED IN EXCAVATIONQUANTITIES AS SHOWN ON THE PLANS.3. UNLESS OTHERWISE NOTED ON THE PLANS AND/OR TO MEET OTHER CONTRACTREQUIREMENTS, RIP RAP SHALL BE REQUIRED ON ALL EARTH DIKES AS SHOWN HEREON.4. SPRIGGING, WHEN REQUIRED, WILL BE INCLUDED IN REGULAR ROADWAY SPRIGGINGQUANTITIES.5. SODDING, WHEN REQUIRED, WILL BE INCLUDED IN REGULAR ROADWAY SODDING QUANTITIES.BSA6. THE RIP-RAP SIZE AND MINIMUM DEPTHFOR RIP-RAP TREATMENT ARE AS FOLLOWS:RIP-RAP SIZE &MINIMUM DEPTHDEPTH (MIN.)(mm)300450RIP-RAP SIZE(kg)4513612-1-99 REVISE NOTES S.W.R. 1DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANSPUR DIKE: EARTHOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERED-1SHEET NUMBER6274RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.C LCONSTRUCTION*R(m)V = 40 km/h V = 50 km/h V = 60 km/h V = 70 km/h15002000 NC NC NC NCCALCULATED SHOULDERNCNCNCRCPLAN GRADEPLAN GRADEFOR SUPERELEVATION RUNOFF BE DETERMINED GRAPHICALLY. USE STANDARDAC -2CROSS SECTION SHEET WITH HORIZONTAL SCALE 1:250 AND VERTICALLTANGENT FORM OR PAVING EDGE GRADETANGENT FORM OR PAVING EDGE GRADESCALE 1:10. CONNECT CONTROL POINTS WITH FLEXIBLE CURVE. CORRECTIONSELEVATION FOR SETTINGSLOPE STAKESAXIS OF ROTATION1400 NCNCRC2.1ABOUT CL1300 NCNCRC 2.31200 NCNCRC2.41000 NCRC2.2 2.9PLAN GRADE900 NCRC 2.53.2800 NCRC2.7 3.5700 RC2.33.14.0600 RC2.73.6 4.5500 2.33.1 4.25.3400 2.8 3.8 5.0 6.3300 3.64.8 6.37.8FULL SUPERELEVATED SECTION250 4.2 5.67.1 8.7200 5.0 6.68.29.6175 5.6 7.1 8.8 9.9150 6.2 7.8 9.4 R min= 165140 6.4 8.1 9.6130 6.7 8.5 9.8CLCONSTRUCTION120 7.0 8.810.0KEY:110 7.49.1 R min= 115 R = RADIUS OF CURVE (m)100 7.7 9.5V = DESIGN SPEED (km/h)90 8.29.8= FULL SUPERELEVATION RATE (%)80 8.6 10.0NC = NORMAL CROWN (2% CROSS SLOPE)RC = REVERSE CROWN; SUPERELEVATE70 9.1 R min= 80AT NORMAL CROSS SLOPE (2%)PLAN GRADE60 9.650 10.0= 10%maxRmin= 50*NOTE: FOR CURVE RADII INTERMEDIATE BETWEEN TABLE VALUES,USE A STRAIGHT-LINE INTERPOLATION TO DETERMINE THE SUPERELEVATION RATE.NORMAL TANGENT SECTION* EXTRA WIDTH TABLE FOR TRAVELED WAYEXTRA WIDTH (m)RADIUS OFCURVE "R"6.0 m SURF. 6.6 m SURF. 7.2 m SURF.WIDTHWIDTHWIDTH>750 m 000750 m 0.7 0060 m500 m 0.9 0.6 0300 m1.0 0.7 030 m 30 m250 m1.1 0.8 0< 200 m-1.31.1 015 m 15 m 15 m 15 mNOTE: EXTRA WIDTH TO BE ADDED ON INSIDE OF CURVE.*THE SPECIFIED EXTRA WIDTH TO BE ADDED AT UNIFORMRATE THROUGHOUT SUPERELEVATION RUNOFF (L). CENTERLINEOUTSIDE SHOULDER GRADESTRIPE SHOULD EQUALLY DIVIDE SURFACED WIDTH.OUTSIDE FORM OR PAVING EDGE GRADEGENERAL NOTES:1. THIS SHEET ONLY APPLIES TO LOCAL ROAD FACILITIES IN RESTRICTEDLOCATIONS (V < 70 km/h) AND TO DETOURS.7A-TOTAL CHANGE - OUTSIDE SHOULDER = "A"82. IT IS SUGGESTED THAT BOTH SHOULDER GRADE & FORM GRADE CORRECTIONSTANGENT SHOULDER GRADEA-8Ḇ8PCḆ27B8TANGENT SHOULDER GRADEINSIDE FORM OR PAVING EDGE GRADETOTAL CHANGE - INSIDE SHOULDER = "B"INSIDE SHOULDER GRADECAN BE READ AT ANY POINT.3. STATE AID DIVISION: USE STANDARD SA-SE-1.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONSUPERELEVATIONTRANSITIONFOR LOCAL FACILITIESISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLAN(V < 70 km/h)-OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSE-1SHEET NUMBER6275RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.C LPROFILE GRADEMISS.(SE-7%)(1% MIN.)SEPLAN GRADENORMAL CROWNSLOPETANGENT RUNOUT (30 m)SECTIONSUPERELEVATION RUNOFF (L)2%SE600SESESENORMAL CROWNAPPROX. 0.7L APPROX. 0.3LOUTSIDE EDGE OF TRAVELED WAYSE=GREATER THAN 6%C PROFILE GRADELINSIDE EDGE OF TRAVELED WAY(7%-SE)(7%-SE)(2% MIN.)SESE600PLAN GRADESESE4% OR SETS OR STPLANC PROFILE LPC OR PTOUTSIDE EDGE OF TRAVELED WAYSC OR CSFULLSUPERELEVATION ( )SE=3% TO 6%X1INSIDE EDGE OF TRAVELED WAYX = L 1[3.6(NC SLOPE)]3.6( )PROFILE4% OR(7%-SE)SE SEPLAN GRADEDIAGRAMMATIC PLAN AND PROFILE4% OR(7%-SE)SE600SE4%*R(m)V = 40 km/h V = 50 km/h V = 60 km/h V = 70 km/h V = 80 km/h V = 90 km/h V = 100 km/h V = 110 km/hL(m) L(m) L(m) L(m) L(m) L(m) L(m) L(m)A B A B A B A B A B A B A B A B4%4%4%4%4%SE=2% TO 3%1NORMAL CROWNPLAN GRADE2%2%2%2%6000%0%6002%2%(TS+X )POINT OF REVERSE CROWNPLAN GRADE2%2%TS OR (PC - 0.7L)PLAN GRADE2%2%NOTE: TYPCIAL, OR AS SHOWNELSEWHERE ON PLANS.DETAILS OF SHOULDER & SUBGRADE TREATMENT4%4%4%*7000 NC5000300025002000150014001300120010009008007006005004003002502001751501401301201101009080706050NCNCNCNCNCNCNCNCNCNCNCRCRC2.32.83.64.25.05.66.26.46.77.07.47.78.28.69.19.600000000000022222222222226293233343638404244474910.0 51R min= 5000000000000022222222283339434849525457596366707477NCNCNCNCNCNCNCNCNCRCRCRC2.32.73.13.84.85.66.67.17.88.18.58.89.19.59.810.000000000028282828282828283036384244464849515354R min= 8000000000028282828282832404553586366697174777981NCNCNCNCNCNCRCRCRC2.22.52.73.13.64.25.06.37.18.28.89.49.69.810.0000000333333333333333333333843495357585960R = 115min000000333333333333333338455764747985878890NCNCNCNCNCRC2.12.32.42.93.23.54.04.55.36.37.88.79.69.900000393939393939393939394151576365R = 165min00000393939393939394045536277869497NCNCNCNCRC2.42.62.83.03.53.94.34.85.56.47.59.09.700004444444444444444444446546570R = 210min000044444444444444475260698197105NCNCNCRC2.22.93.13.33.64.24.65.15.86.57.68.89.90005050505050505050505050576775R = 280NOTE: FOR CURVE RADII INTERMEDIATE BETWEEN TABLE VALUES, USE A STRAIGHT-LINE INTERPOLATION TO DETERMINE THE SUPERELEVATION RATE.GENERAL NOTES:1. STATE AID DIVISION: USE STANDARD SA-SE-1.2. "L" IN THE TABLE IS FOR ROTATION ABOUT THE CENTERLINE OF 2 LANES ("A") AND 4 LANES ("B") OF TRAVELED WAYS(1 LANE AND 2 LANES EACH SIDE OF THE ROTATION POINT RESPECTIVELY). MINIMUM LENGTH OF RUNOFF FORVARIOUS WIDTHS OF ROTATION ARE AS FOLLOWS:FOR ROTATING A WIDTH OF 3 TRAVEL LANES: L = (1.33)(L IN COLUMN B)FOR ROTATING A WIDTH OF 4 TRAVEL LANES: L = (1.67)(L IN COLUMN B)3. SPIRAL TRANSITION CURVES SHOULD BE USED FOR THE LENGTH OF SUPERELEVATION RUNOFF FOR ALL CURVESIN THE TABLE BELOW THE HEAVY LINE ( > 5%).4. A VERTICAL CURVE WITH A LENGTH (IN METERS) EQUAL TO 20% OF THE DESIGN SPEED (IN km/h) SHOULD BEPLACED AT EXCESSIVE ANGULAR BREAKS.min000505050505050505258667486100112KEY:NCNCRC2.22.73.53.84.04.35.15.66.26.97.88.99.8min005656565656565656565656627178R = 36000565656565656566268758394107117R = RADIUS OF CURVE (m)V = DESIGN SPEED (km/h)NCNC2.12.53.14.14.34.65.05.96.47.18.09.09.9= FULL SUPERELEVATION RATE (%)min0061616161616161616161697785R = 4550061616161616165768392103116127L = MINIMUM LENGTH OF SUPERELEVATION RUNOFFA = "L" FOR 1-LANE WIDTH OF ROTATIONB = "L" FOR 2-LANE WIDTH OF ROTATIONNC = NORMAL CROWN (2% CROSS SLOPE)max = 10%(FROM ADVERSE CROWN REMOVED TO FULL SUPER) (m)RC = REVERSE CROWN; SUPERELEVATE AT NORMAL CROWN SLOPE (2%)DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANSUPERELEVATIONTRANSITIONCASE IROTATION ABOUTCENTERLINE(2% NORMAL SUBGRADE)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSE-2ASHEET NUMBER6276RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.C LPROFILE GRADEMISS.(SE-7%)(1% MIN.)SEPLAN GRADENORMAL CROWNSLOPETANGENT RUNOUT (30 m)SECTIONSUPERELEVATION RUNOFF (L)2%SE600SESESENORMAL CROWNAPPROX. 0.7L APPROX. 0.3LOUTSIDE EDGE OF TRAVELED WAYSE=GREATER THAN 6%C PROFILE GRADELINSIDE EDGE OF TRAVELED WAY(7%-SE)(7%-SE)(2% MIN.)SESE600PLAN GRADESESE4% OR SETS OR STPLANC PROFILE LPC OR PTOUTSIDE EDGE OF TRAVELED WAYSC OR CSFULLSUPERELEVATION ( )X1INSIDE EDGE OF TRAVELED WAYSE=3% TO 6%X = L 1[3.6(NC SLOPE)]3.6( )PROFILE4% OR(7%-SE)SE SEPLAN GRADEDIAGRAMMATIC PLAN AND PROFILE4% OR(7%-SE)SE6003%4%*R(m)V = 40 km/h V = 50 km/h V = 60 km/h V = 70 km/h V = 80 km/h V = 90 km/h V = 100 km/h V = 110 km/hL(m) L(m) L(m) L(m) L(m) L(m) L(m) L(m)A B A B A B A B A B A B A B A B7000 NC00NC00NC00NC00NC00NC00NC00NC00SE=2% TO 3%50003000NCNC0000NCNC0000NCNC0000NCNC0000NCNC0000NCNC0000NCRC056056NC2.10610612500NC00NC00NC00NC00NC00RC50502.256562.561612000NC00NC00NC00NC00RC44442.250502.756563.161611500NC00NC00NC00RC39392.444442.950503.556564.16161PLAN GRADE1400NC00NC00RC33332.139392.644443.150503.856564.361614%4%2%2%6002%3%4%130012001000900800NCNCNCNCNC0000000000NCNCRCRCRC0028282800282828RCRC2.22.52.7333333333333333333332.32.42.93.23.5393939393939393939392.83.03.53.94.3444444444444444444473.33.64.24.65.1505050505050505052584.04.35.15.66.2565656565656566268754.65.05.96.47.161616161616165768392700RC22222.328283.133334.039404.844525.850666.956838.069103(TS+X )POINT OF REVERSE CROWN1600500400RC2.32.82222222222222.73.13.82828282828323.64.25.03333333338454.55.36.33939414553625.56.47.54446546069816.57.68.850576774861007.88.99.8627178941071179.09.977 11685 127R = 455min3003.622284.828406.338577.851779.065979.975112R = 360min2504.222335.630457.143648.757869.770105R = 280min4%4%0%0%600PLAN GRADE2%3%4%2001751501401301201105.05.66.26.46.77.07.426293233343638394348495254576.67.17.88.18.58.89.136384244464849535863666971748.28.89.49.69.810.0495357585960R = 115min7479858788909.69.96365R = 165min9497R = 210min= 10%maxKEY:R = RADIUS OF CURVE (m)V = DESIGN SPEED (km/h)= FULL SUPERELEVATION RATE (%)L = MINIMUM LENGTH OF SUPERELEVATION RUNOFF(FROM ADVERSE CROWN REMOVED TO FULL SUPER) (m)TS OR (PC - 0.7L)100907.78.2404259639.59.851537779A = "L" FOR 1-LANE WIDTH OF ROTATIONB = "L" FOR 2-LANE WIDTH OF ROTATION808.6446610.05481NC = NORMAL CROWN (2% CROSS SLOPE)709.14770R min= 80RC = REVERSE CROWN; SUPERELEVATE AT NORMAL CROWN SLOPE (2%)609.64974PLAN GRADE5010.0 51R min= 50774%2%3%2%3%NORMAL CROWNNOTE: TYPCIAL, OR AS SHOWNELSEWHERE ON PLANS.DETAILS OF SHOULDER & SUBGRADE TREATMENT4%* NOTE: FOR CURVE RADII INTERMEDIATE BETWEEN TABLE VALUES, USE A STRAIGHT-LINE INTERPOLATION TO DETERMINE THE SUPERELEVATION RATE.GENERAL NOTES:1. STATE AID DIVISION: USE STANDARD SA-SE-1.2. "L" IN THE TABLE IS FOR ROTATION ABOUT THE CENTERLINE OF 2 LANES ("A") AND 4 LANES ("B") OF TRAVELED WAYS(1 LANE AND 2 LANES EACH SIDE OF THE ROTATION POINT RESPECTIVELY). MINIMUM LENGTH OF RUNOFF FORVARIOUS WIDTHS OF ROTATION ARE AS FOLLOWS:FOR ROTATING A WIDTH OF 3 TRAVEL LANES: L = (1.33)(L IN COLUMN B)FOR ROTATING A WIDTH OF 4 TRAVEL LANES: L = (1.67)(L IN COLUMN B)3. SPIRAL TRANSITION CURVES SHOULD BE USED FOR THE LENGTH OF SUPERELEVATION RUNOFF FOR ALL CURVESIN THE TABLE BELOW THE HEAVY LINE ( > 5%).4. A VERTICAL CURVE WITH A LENGTH (IN METERS) EQUAL TO 20% OF THE DESIGN SPEED (IN km/h) SHOULD BEPLACED AT EXCESSIVE ANGULAR BREAKS.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANSUPERELEVATIONTRANSITIONCASE IROTATION ABOUTCENTERLINE(3% NORMAL SUBGRADE)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSE-2BSHEET NUMBER6277RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.(SE-7%)(1% MIN.)7272MISS.2%SE SESE SE600SE(SE-7%)(1% MIN.)2%SEPLAN GRADETANGENT RUNOUT (30 m)SECTIONSUPERELEVATION RUNOFF (L)SE SE SE600SENORMAL CROWNOUTSIDE EDGE OF TRAVELED WAYAPPROXIMATELY 0.7 LAPPROXIMATELY 0.3 LSE=GREATER THAN 6%C OUTSIDE ROADWAYL7272(7%-SE)SE SESE(7%-SE)PLAN GRADEMEDIAN EDGES OF TRAVELED WAY(7%-SE)(2% MIN.)4% OR(7%-SE)4% OR(7%-SE)SE SE600OUTSIDE (HIGH-SIDE)SE SESE SE600(4% MIN.)724%SE=3% TO 6%(7%-SE)(2% MIN.)4% OR(7%-SE)4% OR(7%-SE)SE SESE SE60072INSIDE (LOW-SIDE)SE SESESE6004%SE(4% MIN.)PLAN GRADEC LINSIDE ROADWAYOUTSIDE EDGE OF TRAVELED WAYPLAN GRADE (NORMAL SECTION)TS OR STPLANPC OR PTSC OR CSX2% OUTSIDE2ROADWAYC OUTSIDE ROADWAYX 3OUTSIDE EDGE OF TRAVELED WAY (OUTSIDE ROADWAY)LPLAN GRADEMEDIAN EDGE OF TRAVELED WAY (BOTH ROADWAYS)C INSIDE ROADWAYLFULLSUPERELEVATION ( )4%4%4%4%4%2%2% 2%2%TS + X0%0%600OUTSIDE (HIGH-SIDE)22%2%2%2%72724%4%4%POINT OF REVERSE CROWNTS OR (PC - 0.7L)NORMAL CROWN4%4%600 6002%2%727272SE=2% TO 3%4%4%4%2%2%2%600INSIDE (LOW-SIDE)2%32%2%2%2%4%4%4%PLAN GRADEPLAN GRADEPLAN GRADENOTE: TYPICAL, OR AS SHOWN ELSEWHERE ON THE PLANS.GENERAL NOTES:1. "L" IN THE TABLE IS FOR ROTATION ABOUT THE CENTERLINE OF 2 LANES ("A") AND 4 LANES ("B") OF TRAVELED WAYS(1 LANE AND 2 LANES EACH SIDE OF THE ROTATION POINT RESPECTIVELY). MINIMUM LENGTH OF RUNOFF FORVARIOUS WIDTHS OF ROTATION ARE AS FOLLOWS:FOR ROTATING A WIDTH OF 3 TRAVEL LANES: L = (1.33)(L IN COLUMN B)FOR ROTATING A WIDTH OF 4 TRAVEL LANES: L = (1.67)(L IN COLUMN B)2. SPIRAL TRANSITION CURVES SHOULD BE USED FOR THE LENGTH OF SUPERELEVATION RUNOFF FOR ALL CURVESIN THE TABLE BELOW THE HEAVY LINE ( > 5%).3. A VERTICAL CURVE WITH A LENGTH (IN METERS) EQUAL TO 20% OF THE DESIGN SPEED (IN km/h) SHOULD BE PLACED AT EXCESSIVE ANGULAR BREAKS.720%0%2%TS + X2%**R(m)X = L 2[X = L 3[7000 NC5000300025002000150014001300120010009008007006005004003002502001751501401301201101009080706050NCNCNCNCNCNCNCNCNCNCNCRCRC2.32.83.64.25.05.66.26.46.77.07.47.78.28.69.19.6SUPERELEVATION RATE.3.6(NC SLOPE)](7.2( )-3.6(NC))3.6(NC SLOPE)]3.6( )NOTE: FOR CURVE RADII INTERMEDIATE00000000000022222222222226293233343638404244474910.0 51BETWEEN TABLE VALUES, USE A STRAIGHT-LINE00000000000022222222283339434849525457596366707477INTERPOLATION TO DETERMINE THENCNCNCNCNCNCNCNCNCRCRCRC2.32.73.13.84.85.66.67.17.88.18.58.89.19.59.810.00000000002828282828282828303638424446484951535400000000028282828282832404553586366697174777981KEY:NCNCNCNCNCNCRCRCRC2.22.52.73.13.64.25.06.37.18.28.89.49.69.810.0000000333333333333333333333843495357585960R = RADIUS OF CURVE (m)V = DESIGN SPEED (km/h)max = 10%= FULL SUPERELEVATION RATE (%)PROFILEL = MINIMUM LENGTH OF SUPERELEVATION RUNOFFTO FULL SUPER) (m)A = "L" FOR 1-LANE WIDTH OF ROTATIONB = "L" FOR 2-LANE WIDTH OF ROTATIONNC = NORMAL CROWN (2% CROSS SLOPE)RC = REVERSE CROWN; SUPERELEVATE AT NORMAL CROWNSLOPE (2%)000000333333333333333338455764747985878890NCNCNCNCNCRC2.12.32.42.93.23.54.04.55.36.37.88.79.69.90000039393939393939393939415157636500000393939393939394045536277869497NCNCNCNCRC2.42.62.83.03.53.94.34.85.56.47.59.09.72% INSIDEROADWAY00004444444444444444444446546570000044444444444444475260698197105NCNCNCRC2.22.93.13.33.64.24.65.15.86.57.68.89.9OUTSIDE EDGE OF TRAVELED WAY(INSIDE ROADWAY)V = 40 km/h V = 50 km/h V = 60 km/h V = 70 km/h V = 80 km/h V = 90 km/h V = 100 km/h V = 110 km/hL(m) L(m) L(m) L(m) L(m) L(m) L(m) L(m)A B A B A B A B A B A B A B A BR min= 50R min= 80R = 115minR = 165min(FROM ADVERSE CROWN REMOVEDDIAGRAMMATIC PLAN AND PROFILER = 210minDATE REVISION BY0005050505050505050505050576775R = 280min000505050505050505258667486100112NCNCRC2.22.73.53.84.04.35.15.66.26.97.88.99.85656565656565656565656627178SUPERELEVATIONTRANSITIONCASE IIROTATION ABOUT EDGEOF TRAVELED WAY(2% NORMAL SUBGRADE)00R = 360min00565656565656566268758394107117NCNC2.12.53.14.14.34.65.05.96.47.18.09.09.90061616161616161616161697785R = 455min0061616161616165768392103116127ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSE-2CSHEET NUMBER6278RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.(SE-7%)(1% MIN.)7272MISS.2%SE SESE SE600SE(SE-7%)(1% MIN.)2%SEPLAN GRADETANGENT RUNOUT (30 m)SECTIONSUPERELEVATION RUNOFF (L)SE SE SE600SENORMAL CROWNOUTSIDE EDGE OF TRAVELED WAYAPPROXIMATELY 0.7 LAPPROXIMATELY 0.3 LSE=GREATER THAN 6%C OUTSIDE ROADWAYL7272(7%-SE)SE SEPLAN GRADE4%4%4%OUTSIDE (HIGH-SIDE)NOTE: THE STRUCTURE THICKNESS UNDER THE MEDIANEDGE WILL TRANSITION FROM ITS DEPTH IN THE NORMALSECTION TO THE AMOUNT SHOWN AT THE CENTERLINE INTHE NORMAL SECTION. THIS TRANSITION WILL ONLY OCCURWHEN THE SE EQUALS OR EXCEEDS 3%.600OUTSIDE (HIGH-SIDE)3%SE SESE(7%-SE)MEDIAN EDGES OF TRAVELED WAY(7%-SE)(2% MIN.)4% OR(7%-SE)4% OR(7%-SE)4%4%600SE SESE6002% 2%2%TS + X0%0%23%2%3%72724%72724%4%4%POINT OF REVERSE CROWNTS OR (PC - 0.7L)NORMAL CROWN4%4%600 6002%2%3%3%(4% MIN.)727272SE=3% TO 6%SE=2% TO 3%(7%-SE)(2% MIN.)4% OR(7%-SE)4% OR(7%-SE)4%4%4%INSIDE (LOW-SIDE)SE SESE600INSIDE (LOW-SIDE)3%SE SESE SE6006002%2%2%722%TS + X32%3%2%4%4%3%4%4%PLAN GRADEPLAN GRADEPLAN GRADEPLAN GRADENOTE: TYPICAL, OR AS SHOWN ELSEWHERE ON THE PLANS.GENERAL NOTES:1. "L" IN THE TABLE IS FOR ROTATION ABOUT THE CENTERLINE OF 2 LANES ("A") AND 4 LANES ("B") OF TRAVELED WAYS(1 LANE AND 2 LANES EACH SIDE OF THE ROTATION POINT RESPECTIVELY). MINIMUM LENGTH OF RUNOFF FORVARIOUS WIDTHS OF ROTATION ARE AS FOLLOWS:FOR ROTATING A WIDTH OF 3 TRAVEL LANES: L = (1.33)(L IN COLUMN B)FOR ROTATING A WIDTH OF 4 TRAVEL LANES: L = (1.67)(L IN COLUMN B)2. SPIRAL TRANSITION CURVES SHOULD BE USED FOR THE LENGTH OF SUPERELEVATION RUNOFF FOR ALL CURVESIN THE TABLE BELOW THE HEAVY LINE ( > 5%).3. A VERTICAL CURVE WITH A LENGTH (IN METERS) EQUAL TO 20% OF THE DESIGN SPEED (IN km/h) SHOULD BE PLACED AT EXCESSIVE ANGULAR BREAKS.0%0%3%3%SE(4% MIN.)**R(m)PLAN GRADE (NORMAL SECTION)X = L 2[X = L 3[7000 NC5000300025002000150014001300120010009008007006005004003002502001751501401301201101009080706050NCNCNCNCNCNCNCNCNCNCNCRCRC2.32.83.64.25.05.66.26.46.77.07.47.78.28.69.19.6NOTE: FOR CURVE RADII INTERMEDIATEINTERPOLATION TO DETERMINE THESUPERELEVATION RATE.3.6(NC SLOPE)](7.2( )-3.6(NC))3.6(NC SLOPE)]3.6( )00000000000022222222222226293233343638404244474910.0 51C LINSIDE ROADWAYOUTSIDE EDGE OF TRAVELED WAYBETWEEN TABLE VALUES, USE A STRAIGHT-LINE00000000000022222222283339434849525457596366707477NCNCNCNCNCNCNCNCNCRCRCRC2.32.73.13.84.85.66.67.17.88.18.58.89.19.59.810.00000000002828282828282828303638424446484951535400000000028282828282832404553586366697174777981KEY:NCNCNCNCNCNCRCRCRC2.22.52.73.13.64.25.06.37.18.28.89.49.69.810.0000000333333333333333333333843495357585960TS OR STR = RADIUS OF CURVE (m)V = DESIGN SPEED (km/h)PLANX2% OUTSIDE2ROADWAYC OUTSIDE ROADWAYX 3max = 10%= FULL SUPERELEVATION RATE (%)PROFILEL = MINIMUM LENGTH OF SUPERELEVATION RUNOFFTO FULL SUPER) (m)A = "L" FOR 1-LANE WIDTH OF ROTATIONB = "L" FOR 2-LANE WIDTH OF ROTATIONNC = NORMAL CROWN (2% CROSS SLOPE)RC = REVERSE CROWN; SUPERELEVATE AT NORMAL CROWNSLOPE (2%)000000333333333333333338455764747985878890NCNCNCNCNCRC2.12.32.42.93.23.54.04.55.36.37.88.79.69.90000039393939393939393939415157636500000393939393939394045536277869497NCNCNCNCRC2.42.62.83.03.53.94.34.85.56.47.59.09.7PC OR PTOUTSIDE EDGE OF TRAVELED WAY (OUTSIDE ROADWAY)2% INSIDEROADWAY00004444444444444444444446546570000044444444444444475260698197105NCNCNCRC2.22.93.13.33.64.24.65.15.86.57.68.89.9LPLAN GRADEC INSIDE ROADWAYLOUTSIDE EDGE OF TRAVELED WAY(INSIDE ROADWAY)0005050505050505050505050576775000505050505050505258667486100112SUPERELEVATIONTRANSITIONCASE IIROTATION ABOUT EDGEOF TRAVELED WAYSC OR CSFULLSUPERELEVATION ( )MEDIAN EDGE OF TRAVELED WAY (BOTH ROADWAYS)V = 40 km/h V = 50 km/h V = 60 km/h V = 70 km/h V = 80 km/h V = 90 km/h V = 100 km/h V = 110 km/hL(m) L(m) L(m) L(m) L(m) L(m) L(m) L(m)A B A B A B A B A B A B A B A BR min= 50R min= 80R = 115minR = 165min(FROM ADVERSE CROWN REMOVEDDIAGRAMMATIC PLAN AND PROFILER = 210minDATE REVISION BYR = 280minNCNCRC2.22.73.53.84.04.35.15.66.26.97.88.99.8005656565656565656565656627178R = 360min00565656565656566268758394107117NCNC2.12.53.14.14.34.65.05.96.47.18.09.09.961616161(3% NORMAL SUBGRADE) SE-2D00616161616161697785R = 455min0061616161616165768392103116127ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSHEET NUMBER6279RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.C LPROFILE GRADEMISS.NORMAL CROWNPLAN GRADESLOPETANGENT RUNOUT (15 m)SECTIONSUPERELEVATION RUNOFF (L)(7%-SE)SENORMAL CROWNAPPROX. 0.7L APPROX. 0.3LSE4% OR SEOUTSIDE EDGE OF TRAVELED WAY600C PROFILE GRADELSE=3% TO 6%INSIDE EDGE OF TRAVELED WAYPLANPC OR PT4% OR(7%-SE)PLAN GRADEOUTSIDE EDGE OF TRAVELED WAYC PROFILE LFULLSUPERELEVATION ( )SE SE6004%X1INSIDE EDGE OF TRAVELED WAYSE=2% TO 3%X = L 1[3.6(NC SLOPE)]3.6( )PROFILEDIAGRAMMATIC PLAN AND PROFILEV = 80 km/hPLAN GRADE*R(m)eAL(m)B4%2%2%4%25002000NCRC044044600150014002.2%2.4%4444444413002.5%444412002.7%4444POINT OF REVERSE CROWN10009008007006005003.1%3.4%3.6%4.0%4.3%4.8%444444444444444444444752*NOTE: FOR CURVE RADII INTERMEDIATEBETWEEN TABLE VALUES, USE A STRAIGHT-LINEINTERPOLATION TO DETERMINE THESUPERELEVATION RATE.4005.3%44583005.9%4464PLAN GRADER =255 mmin4%0%2%4%KEY:max = 6%600PC - 0.7LR = RADIUS OF CURVE (m)V = DESIGN SPEED (km/h)= FULL SUPERELEVATION RATE (%)L = MINIMUM LENGTH OF SUPERELEVATION RUNOFF(FROM ADVERSE CROWN REMOVED TO FULL SUPER) (m)A = "L" FOR 1-LANE WIDTH OF ROTATIONB = "L" FOR 2-LANE WIDTH OF ROTATIONNC = NORMAL CROWN (2% CROSS SLOPE)RC = REVERSE CROWN; SUPERELEVATE AT NORMAL CROWN SLOPE (2%)PLAN GRADE4%2%2%4%ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.NORMAL CROWNNOTE: TYPCIAL, OR AS SHOWNELSEWHERE ON PLANS.DETAILS OF SHOULDER TREATMENTGENERAL NOTES:1. STATE-AID DIVISION: USE STANDARD SA-SE-1.2. "L" IN THE TABLE IS FOR ROTATION ABOUT THE CENTERLINE OF 2 LANES ("A") AND 4 LANES ("B") OF TRAVELED WAYS(1 LANE AND 2 LANES EACH SIDE OF THE ROTATION POINT RESPECTIVELY). MINIMUM LENGTH OF RUNOFF FORVARIOUS WIDTHS OF ROTATION ARE AS FOLLOWS:FOR ROTATING ABOUT THE CENTER OF A TWO-WAY LEFT-TURN LANE (i.e., A 5-LANE SECTION): L=(1.20)(L IN COLUMN B)FOR ROTATING A WIDTH OF 3 TRAVEL LANES: L = (1.33)(L IN COLUMN B)FOR ROTATING A WIDTH OF 4 TRAVEL LANES: L = (1.67)(L IN COLUMN B)3. A VERTICAL CURVE WITH A LENGTH (IN METERS) EQUAL TO 20% OF THE DESIGN SPEED (IN km/h) SHOULD BEPLACED AT EXCESSIVE ANGULAR BREAKS.DATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONSUPERELEVATIONTRANSITIONCASE IROTATION ABOUTCENTERLINE(URBAN FACILITY, V=80 km/h)ISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSE-2ESHEET NUMBER6280RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.PLAN GRADETANGENT RUNOUT (15 m)7272(7%-SE)SE SESE(7%-SE)SECTIONSUPERELEVATION RUNOFF (L)600(4% MIN.)SE SESE(4% MIN.)NORMAL CROWN600APPROXIMATELY 0.7 LAPPROXIMATELY 0.3 LOUTSIDE EDGE OF TRAVELED WAYOUTSIDE (HIGH-SIDE)SE=3% TO 6%INSIDE (LOW-SIDE)C OUTSIDE ROADWAYLMEDIAN EDGES OF TRAVELED WAY7272C LINSIDE ROADWAY4% OR(7%-SE)SE SE6004%SE=2% TO 3%4% OR(7%-SE)SE SE6004%PLAN GRADEPLAN GRADE (NORMAL SECTION)OUTSIDE EDGE OF TRAVELED WAYPLANX2% OUTSIDE2ROADWAYC OUTSIDE ROADWAYX 3PC OR PTOUTSIDE EDGE OF TRAVELED WAY (OUTSIDE ROADWAY)LFULLSUPERELEVATION ( )PLAN GRADEMEDIAN EDGE OF TRAVELED WAY (BOTH ROADWAYS)7272C INSIDE ROADWAYL4%2% 2%4%600 6004%2%2%4%PLAN GRADEX = L 2[X = L 3[3.6(NC SLOPE)](7.2( )-3.6(NC))3.6(NC SLOPE)]3.6( )2% INSIDEROADWAYPROFILEDIAGRAMMATIC PLAN AND PROFILEOUTSIDE EDGE OF TRAVELED WAY(INSIDE ROADWAY)V = 80 km/hPOINT OF REVERSE CROWN*R(m)2500eNCA0L(m)B02000RC44447272150014002.2%2.4%444444444%0%2%4%4%0%2%4%PLAN GRADE1300120010009008002.5%2.7%3.1%3.4%3.6%44444444444444444444*NOTE: FOR CURVE RADII INTERMEDIATEBETWEEN TABLE VALUES, USE A STRAIGHT-LINEINTERPOLATION TO DETERMINE THESUPERELEVATION RATE.6006007006004.0%4.3%444444475004.8%44524005.3%4458OUTSIDE (HIGH-SIDE)PC - 0.7LINSIDE (LOW-SIDE)3005.9%44R =255 mmin64max = 6%*72*72KEY:R = RADIUS OF CURVE (m)V = DESIGN SPEED (km/h)= FULL SUPERELEVATION RATE (%)PLAN GRADEL = MINIMUM LENGTH OF SUPERELEVATION RUNOFF4%2%2%4%4%2%2%4%(FROM ADVERSE CROWN REMOVED TO FULL SUPER) (m)A = "L" FOR 1-LANE WIDTH OF ROTATIONB = "L" FOR 2-LANE WIDTH OF ROTATIONNC = NORMAL CROWN (2% CROSS SLOPE)RC = REVERSE CROWN; SUPERELEVATE AT NORMAL CROWN SLOPE (2%)NORMAL CROWNNOTE: TYPICAL, OR AS SHOWN ELSEWHERE ON THE PLANS.GENERAL NOTES:1. "L" IN THE TABLE IS FOR ROTATION ABOUT THE CENTERLINE OF 2 LANES ("A") AND 4 LANES ("B") OF TRAVELED WAYS(1 LANE AND 2 LANES EACH SIDE OF THE ROTATION POINT RESPECTIVELY). MINIMUM LENGTH OF RUNOFF FORVARIOUS WIDTHS OF ROTATION ARE AS FOLLOWS:FOR ROTATING A WIDTH OF 3 TRAVEL LANES: L = (1.33)(L IN COLUMN B)FOR ROTATING A WIDTH OF 4 TRAVEL LANES: L = (1.67)(L IN COLUMN B)2. A VERTICAL CURVE WITH A LENGTH (IN METERS) EQUAL TO 20% OF THE DESIGN SPEED (IN km/h) SHOULD BE PLACED AT EXCESSIVE ANGULAR BREAKS.**3. THE 72-mm DIFFERENCE IN ELEVATION FROM PLAN GRADE LINE TO EDGE OF TRAVELED WAY BASED ON 3.6 m TRAVEL LANES.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONSUPERELEVATIONTRANSITIONCASE IIROTATION ABOUT EDGEOF TRAVELED WAY(URBAN FACILITY, V=80 km/h)ISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSE-2FSHEET NUMBER6281RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.CUTSECTIONFILLSECTIONC LPROFILE GRADENORMAL CROWNSHOULDER*4%SETRAVELED WAYPLAN GRADESE SE SESHOULDER4%*SLOPENORMAL CROWNTANGENT RUNOUT (8 m)SECTIONSUPERELEVATION RUNOFF (L)APPROX. 0.7L APPROX. 0.3LCURBOUTSIDE EDGE OF TRAVELED WAYSE=3% TO 6%CURBC PROFILE GRADELINSIDE EDGE OF TRAVELED WAYSHOULDERTRAVELED WAYSHOULDERPLANPC OR PT*4%SESEPLAN GRADESESE4%*OUTSIDE EDGE OF TRAVELED WAYC PROFILE LFULLSUPERELEVATION ( )CURBX1INSIDE EDGE OF TRAVELED WAYSE=2% TO 3%CURBPROFILESHOULDERTRAVELED WAYSHOULDERX = L 1[3.6(NC SLOPE)]3.6( )DIAGRAMMATIC PLAN AND PROFILE*4%2%2%PLAN GRADE2%2%4%*SUPERELEVATION RUNOFF LENGTHS (L)6.0CURBPOINT OF REVERSE CROWNCURBDESIGNSPEED(km/h)30"e"< 3.0% 3.5% 4.0% 4.5% 5.0% 5.5% 6.0%11 m 13 m 15 m 17 m 19 m 21 m 22 m5.04.0SUPERELEVATE AT INDICATED RATECURBSHOULDER*4%0%TRAVELED WAYPLAN GRADE0%PC - 0.7L2% 2%SHOULDER4%*CURB40 12 m 14 m 16 m 18 m50 14 m 16 m 18 m 21 m60 15 m 18 m 20 m 22 m70 16 m 19 m 22 m 24 mKEY:R = RADIUS OF CURVE (m)V = DESIGN SPEED (km/h)= FULL SUPERELEVATION RATE (%)20 m 22 m 24 m23 m 25 m 27 m25 m 27 m 29 m27 m 30 m 32 mL = MINIMUM LENGTH OF SUPERELEVATION RUNOFF(FROM ADVERSE CROWN REMOVED TO FULL SUPER) (m)NC = NORMAL CROWN (2% CROSS SLOPE)RC = REVERSE CROWN; SUPERELEVATE AT NORMAL CROWN SLOPE (2%)max= 6%SUPERELEVATION, e( / )3.02.01.001.02.03.0R=30 m*R=40 mR=50 mR=75 m4.030 40 50 60 70R=100 mR=125 mSUPERELEVATE AT 2.0(RC)RETAIN NORMAL CROWN (NC)R=150 mR=200 mR=220 mGENERAL NOTES:DESIGN SPEED (km/h)1. SUPERELEVATION RUNOFF LENGTH (L) FROM TABLEIS USED DIRECTLY FOR ROTATION OF 1-LANE WIDTH(i.e., TWO 3.6-m LANES ROTATED ABOUT THE CENTERLINE).FOR GREATER WIDTHS OF ROTATION:** NOTE: THE VALUES IN THE FIGURE ARE THE CALCULATED (UNROUNDED) VALUES.FOR DESIGN PURPOSES, ROUNDED MINIMUM RADII ARE USED AS FOLLOWS:SHOULDERTRAVELED WAYSHOULDERL (2 LANES) = 1.5(L) (TABLE)L (3 LANES) = 2.0(L) (TABLE)DESIGN SPEED (km/h)PLAN GRADE2. A VERTICAL CURVE WITH A LENGTH (IN METERS) EQUAL3040506070*4%2%2%2%2%4%*TO 20% OF THE DESIGN SPEED (IN km/h) SHOULD BEPLACED AT EXCESSIVE ANGULAR BREAKS.*3. THE MAXIMUM CROSS SLOPE ALLOWED WILL BE 2%WHERE A SIDEWALK IS REQUIRED.R (m), e=6.0%min204575120175ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.CURBNORMAL CROWNNOTE: TYPCIAL, OR AS SHOWNELSEWHERE ON PLANS.DETAILS OF SHOULDER TREATMENTCURBDATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONSUPERELEVATIONTRANSITIONROTATION ABOUTCENTERLINE(URBAN FACILITY, V

STATEPROJECT NO.170.000 mMISS.146.035 m126 m68.811 m77.224 mBAC MAIN LINEL3000448001200360015.488 m900360030002400600SHOULDER LINECPAVED3600A4800SHOULDER68.643 m 77.412 m170.415 mB24.360 mPCSE = 5%35 mR = 450 mFULL SE7%PLANCSHOULDER LINE5400 4800 3000ETL MAIN LINE360012006002400RAMPPLAN GRADE3%3% 3%4% 4%1:64800 30002400SECTION B-BETL MAIN LINE2%4%1:6GENERAL NOTE:SECTION A-A1. THIS SHEET ASSUMES A RAMP DESIGN SPEED = 80 km/h,A MAINLINE DESIGN SPEED = 110 km/h AND A RAMPCURVE OF R = 450 m. FOR OTHER RAMP CURVE RADIIAND/OR MAINLINE DESIGN SPEEDS, MODIFICATIONS SHOULDBE MADE AS NECESSARY TO THE LOCATION OF THE PC,SUPERELEVATION TRANSITIONS, SUPERELEVATION RATE,DECELERATION LENGTHS, ETC.18004800 300090024001%7% SESECTION C-CRAMPPLAN GRADE7%1:6DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONINTERCHANGEDESIGN FORHIGH SPEED TAPEREDEXIT RAMPISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERIR-1SHEET NUMBER6283RDEPAR TMENTO FT RANSPOTATI O N

149.086 m173.280 mSTATEMISS.PROJECT NO.90 m 50 m36.584 m62.502 m126 m10 mABCD1200CLMAIN LINE900600360017.123 m30003600300024003600A40 m3600PC10 mB36.357 mPLAN4800C62.415 mSHOULDER LINE= 8 30’ 58.284" (RT)R = 900.000 mL = 133.772 mT = 67.009 m4800D25 mPCCSE = 5%35 mFULL SESE = 7%SHOULDER LINE4800EEPAVEDSHOULDERR = 450.000 m36003600 30004800 300018004800 3000ETL MAIN LINE2400ETL MAIN LINE24009002400RAMP2%4%1:64%4%1:61:61%(FULL SE) 7%PLAN GRADE7%1:6SECTION A-ASECTION C-CSECTION E-EGENERAL NOTE:3656 30005400 4800 30001. THIS SHEET ASSUMES A RAMP DESIGN SPEED = 80 km/h,A MAINLINE DESIGN SPEED = 110 km/h AND A RAMPCURVE OF R = 450 m. FOR OTHER RAMP CURVE RADIIAND/OR MAINLINE DESIGN SPEEDS, MODIFICATIONS SHOULDBE MADE AS NECESSARY TO THE LOCATION OF THE PC,SUPERELEVATION TRANSITIONS, SUPERELEVATION RATE,DECELERATION LENGTHS, ETC.2400ETL MAIN LINE360012006002400ETL MAIN LINEALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.4%SECTION B-B4%1:63% 3%SECTION D-DRAMPPLAN GRADE4% 4%1:6DATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONINTERCHANGEDESIGN FORHIGH-SPEED PARALLELEXIT RAMPISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERIR-1ASHEET NUMBER6284RDEPAR TMENTO FT RANSPOTATI O N

TRAVEL LANE SLOPEVARIABLE FORESLOPEASHOULDERLINEC L MAIN LINESECTION B-B4% MAXIMUM BREAKOVERSESEETL MAIN LINEVAR.SLOPEVAR. 3000SECTION A-ASEARADIUS"R"FRADIUSBPT W 12400BPAVED SHOULDER1800180060009007% MAXIMUM(OR AS SHOWN ON PLANS)BREAKOVERVARIABLE825600VARIABLEPLAN(SEE NOTE 3)6000W 23000SEVARIABLE FORESLOPEVARIABLE FORESLOPEDATE REVISION BYSTATE PROJECT NO.MISS.GENERAL NOTES:1. THE RADIUS OF THE LOOP RAMP WILL VARY AS SHOWN ON THE PLANS.2. W1IS NORMALLY 3600 mm AND W2IS NORMALLY 6000 mm.3. THE LENGTH OF THE TRAVELED WAY WIDTH TRANSITION (F) IS DETERMINED BY:F =15 (W - W )2 11000WHERE: F IS IN METERS AND& W = WIDTHS AS SHOWN IN MILLIMETERS2 1MISSISSIPPI DEPARTMENT OF TRANSPORTATIONINTERCHANGEDESIGN FORLOOP ENTRANCERAMPMETRICWORKING NUMBERIR-2SHEET NUMBERMISSI S S IPPIRDEPAR TMENTO FT RANSPOTATI O NALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.ISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 19986285

STATEPROJECT NO.38.936 m22.361 m 16.575 m34.868 m57.044 mE200 mMISS.(SEE NOTE 2)BCDC L MAIN LINESHOULDER LINE3000 4800 1800PAVED SHOULDER1800600360036003000OR3600R = 900 m48004800AR = 450 m36003000ABC16.531mD= 6 04’ 59.643" (RT)R = 900.000 mL = 95.555 mT = 47.823 mPTE3000SHOULDER LINE90 m3000*15 mEND OF TAPERPAVEDSHOULDER15.0 m38.776 m*DETAIL OF SHOULDER TRANSITIONREQUIRED WHEN MAINLINE SHOULDERSARE 3600 mm IN WIDTH.SE = 6.4%PLANFULL SESE = 7%PCC1:618001%9004800 30002400RAMP7% SLOPE 7%PLAN GRADE2%ETL MAIN LINE18005%4800 30002400RAMPPLAN GRADE5.6% 5.6%2%ETL MAIN LINE3600 30002400RAMPPLAN GRADE2%4%1:61:61:6SECTION E-ESECTION C-CSECTION A-AGENERAL NOTE:1. THIS SHEET ASSUMES A RAMP DESIGN SPEED = 80 km/h,A MAINLINE DESIGN SPEED = 110 km/h AND A RAMPCURVE OF R = 450 m. FOR OTHER RAMP CURVE RADIIAND/OR MAINLINE DESIGN SPEEDS, MODIFICATIONS SHOULDBE MADE AS NECESSARY TO THE LOCATION OF THE PC,ETL MAIN LINE30004%900VAR.SECTION B-B4800 30002400RAMPPLAN GRADE6.4% 6.4%1:62%ETL MAIN LINE5400 30002400RAMPPLAN GRADE5% 5%SECTION D-D1:6SUPERELEVATION TRANSITIONS, SUPERELEVATION RATE,ACCELERATION LENGTHS, ETC.2. THIS AREA TO BE PAVED WHETHER SHOULDERS ARE PAVED OR NOT.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANINTERCHANGEDESIGN FORHIGH-SPEEDPARALLEL ENTRANCERAMPOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERIR-2ASHEET NUMBER6286RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.1200TRAFFIC ISLANDTRAFFICSTOP LINESIDEWALKCTRAFFIC ISLAND CUTAWAYNOTE: PASSAGE THROUGH TRAFFIC ISLANDSHALL BE FLUSH WITH ROADWAY.BBCTYPE IV(TANGENT)CCACBCPROPERTYLINEBCBGENERAL NOTES:ACAAC1525(MIN.)BB1. LOCATION AND TYPE OF CURB RAMP SHALLBE AS SHOWN ON THE PLANS OR AS DIRECTED.2. THE CURB RAMP SHALL BE PAID FOR AS SIDEWALK.3. THE THICKNESS OF THE CURB RAMP SHALL BE ACTRAFFIC STOPLINECROSSWALKPAVEMENTMARKINGSCBCMINIMUM OF 100 mm.4. ALL RAMP SLOPES SHALL NOT BE STEEPER THAN 1:12.TYPE ITYPE IITYPE IIINOTE: IN NEW CONSTRUCTION, THE TYPE II DIAGONALCURB RAMP SHALL ONLY BE USED IF OTHER CURB RAMPTYPES AS SHOWN ON THIS SHEET ARE NOT PRACTICALFOR THE LOCATION.ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.SLOPE EARTHTO MEET RAMPELEVATION1200(MIN.)SECTION A-AVARIABLE1200VARIABLE(MIN.)1:12 SLOPE (MAX.) 1:12 SLOPE (MAX.)SECTION B-BPAVEMENT1:20 (MAX.)CURB &GUTTER100CURB RAMPEXPANSION JOINTREQUIRED12SECTION C-C11220(MIN.)DATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANCURB - CUT RAMPOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERCCR-1SHEET NUMBER6289RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.ORIGINAL GROUND LINEA300-mmOVERLAPROADWAYSUBGRADE900GEOTEXTILEFABRIC300 300600900EXCAVATE AND BACKFILLAS PER MDOT STANDARD900SPECIFICATION 203.03.8.2(a).BBPROFILE SHOWING REQUIRED EXCAVATION AT GRADE POINTSSECTION A-AAELEVATIONEXISTING ROADWAYOR HILLSIDEC LPROPOSED300-m mOVERLAPGEOTEXTILEFABRIC1:6 ORSTEEPERROADWAYSUBGRADEVAR.SECTION B-BSTACKED PIPE JOINTSBENCH AND BACKFILLAS PER MDOT STANDARDSPECIFICATION 203.03.8.2(e)(NOT MEASURED FOR PAYMENT).NOTE: EACH STACKED PIPE JOINT SHALL BE WRAPPEDWITH 600 mm WIDE TYPE V GEOTEXTILE FABRIC(AASHTO M 288). THE FABRIC SHALL OVERLAP AMINIMUM OF 300 mm AT THE WRAP AND SHALL BESECURED WITH STRING OR WIRE AS APPROVEDBY THE ENGINEER PRIOR TO BACKFILLING. THE COSTFOR THE MATERIALS AND LABOR SHALL BE ABSORBED.CROSS-SECTION SHOWING REQUIRED BENCHINGUNDER EMBANKMENTS ON STEEP SLOPESEXCAVATION AT GRADE POINTSALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.DATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONMISCELLANEOUS DETAILSHEET1. STACKED PIPE JOINTS2. EXCAVATION AT GRADE POINTSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERMDS-1SHEET NUMBER6290RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.FLUME - TYPE "A"FLUME - TYPE "B"FLUME - TYPE "C"MISS.(INTERMEDIATE RUNOFF THROUGH CURB & GUTTER)(AT END OF BRIDGE)(AT END OF CURB & GUTTER)"V" BOTTOM600 600 DITCHAT SHOULDERBEDGEACB600 600D100100 300 600DPLAN125CB150AABRIDGEABINSIDE EDGEOF FLUMER= 1800BRIDGE ENDPAVEMENTC CR= 2400R= 3000DGUARDRAIL POST& BLOCKEDGE OFSHOULDEROUTSIDE EDGE OF FLUME(FLUSH WITH ROADWAY SECTION)FLUMED"V" BOTTOME600 225CURB & GUTTER(TYPE "2")A ABR= 1800R= 3000R= 2400INSIDE EDGEOF FLUMECBDPLANCFLUMEOUTSIDE EDGEOF FLUMEPROJECTEDGUTTER LINEEDGE OFTRAVEL LANEED600 225SECTION A-A(AT END OF CURB & GUTTER)600 VAR.VAR.SECTION B-B600 VAR.DITCHSECTION A-A600 600CURB & GUTTER(TYPE "2")TOP OF FLUME(INSIDE EDGE)TOP OF FLUME(OUTSIDE EDGE)SECTION C-C(AT EDGE OF PROJECTEDGUTTER LINE)PLAN*600 600VAR.100(TYP.)SECTION E-EF FLUMEL*SECTION B-B(TRANSITION SECTION)100BRIDGE ENDPAVEMENTSECTION A-A(AT BRIDGE END)PAVED DITCHDEPTH*SECTION C-C(AT EDGE OF SHOULDER)BRIDGE ENDPAVEMENTTOP OF FLUME (INSIDE EDGEUNIFORM GRADIENT FROMCURB & GUTTER TO SHOULDER)F OF FLUME (UNIFORMLGRADIENT FROM GUTTERTOP OF FLUME (OUTSIDE EDGEFLUSH WITH ROADWAY SECTION)EDGE OFSHOULDER600 600SECTION D-D(AT EDGE OF SHOULDER)BRIDGE ENDF LTO DITCH F) LCURB & GUTTER FLUME "V" BOTTOM DITCHPAVEMENT*(TYPE "2")PROFILE600 600*600 600SECTION B-BSECTION D-D(AT "V" BOTTOM DITCH)GENERAL NOTE:150100SECTION C-C(DITCH SECTION)450 VAR. VARIABLEFLUME75300(MIN.)SECTION D-D"V" BOTTOM DITCHBRIDGEABUTMENTOUTSIDE EDGE OF FLUMEINSIDE EDGE OF FLUME (UNIFORMGRADIENT FROM BRIDGE ABUTMENTTO EDGE OF SHOULDER)(FLUSH WITH ROADWAY SECTION)EDGE OFSHOULDERF FLUME LBRIDGE FLUME "V" BOTTOM DITCHPROFILE150 X 150 - W1.4 X W1.4 OR150 X 150 - D1.4 X D1.4WIRE MESHTYPICAL SECTION(WIRE MESH REQUIREMENTS OF PAVED FLUME)100(TYP.)DATE REVISION BY*1. THIS DIMENSION IS 150 mm FOR 1:4 SLOPES AND200 mm FOR 1:3 SLOPES.ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANDETAILS OFPAVED FLUMESOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERPF-1SHEET NUMBER6291RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.TRENCHEMBANKMENTMISS.CORRUGATED STEEL AND ALUMINUM PIPE (ROUND)SECTIONSECTIONMS-18 LOADINGMAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (m)PIPEDIAMETER(mm)3003754506007509001050MINIMUM COVERFROM TOP OFPIPE TO TOPOF SUBGRADE(mm)300300300300300300300SHEET THICKNESS (mm)1.63 STEEL 2.01 STEEL 2.77 STEEL 3.51 STEEL 4.27 STEEL1.52 ALUM. 1.91 ALUM. 2.67 ALUM. 3.43 ALUM. 4.17 ALUM.75 X 25-mm OR 125 X 25-mm68 X 13-mm68 X 13-mmCORRUGATED STEELCORRUGATED STEEL / / CORRUGATED ALUMINUMRIVETED, WELDED, HELICALRIVETED, WELDED OR HELICALRIVETED OR HELICALOR BOLTED25.6/- / 13.720.4/- / -17.1/- / 9.112.8/- / 6.710.4/- / 5.58.5/14.6 / 4.69.4/12.5 / -27.7/- / 13.7 - / -22.3/- / - - / -18.6/- / 9.1 - / -14.0/- / 6.711.0/- / 5.59.1/18.3/4.613.1/15.5/7.914.3/- / 9.411.9/23.8/7.914.0/19.5/13.1/ 23.8 - / - / 24.7 - / -/ - - / -/ 15.8 - / -18.0/- / 11.9 - / - / 12.5 - / -12.5/27.1/8.214.6/21.6/13.1/ - - / -/ 16.5 - / -/ 25.6/ -/ 17.1/ 12.8- / - / 9.8 - / - / 10.4- / 30.8/8.515.2/24.1/13.4300 O.D. 300(MIN.)(MIN.)BEDDING BLANKET0.15 (O.D.)(MIN.)100 mm(MIN.)0.3 (O.D.)(MIN.)MAXIMUM HEIGHT OF FILLOVER REINFORCED CONCRETE PIPEMAXIMUM COVER (m)CLASS TYPE OFCLASS "C" CLASS "B"OF PIPE BACKFILLBEDDING BEDDINGIIIIVNORMALNORMAL4.87.0-8.5VNORMAL 9.1 10.9IV IMPERFECT - 27.4V IMPERFECT - 35.0NOTE: CLASS OF PIPE AND BEDDING TO BE CONSISTENTTHROUGHOUT THE PIPE LENGTH.120013503003008.2/- /11.09.8//--11.3/13.7/10.1/12.2/--13.7/17.4/12.213.1/15.8/10.714.0/18.6/12.513.4/16.8/11.314.3/20.1/13.113.7/18.0/11.6CLASS B1500300-/8.8/--/ 11.0/-13.1/14.9/-13.1/15.5/10.113.4/16.5/10.41650 300 - / 7.9 / - - / 10.1/-1800 300 - / 7.3 / - - / 9.1/-1950 300 - / 6.7 / - - / 8.5/-2100 300 - / 6.4 / - - / 7.9/-2250 300 - / 5.8 / - - / 7.3/-2400 300 - / 5.5 / - - / 6.7/-2550 600 - / 5.2 / - - / 6.4/-2700 600 - / - / - - / 6.1/-2850 600 - / - / - - / 5.8/-3000 600 - / - / - - / - / -12.8/14.3/- 13.1/14.9/9.1- / 13.4/- 12.5/14.3/-- / 12.5/- - / 14.0/-- / 11.6/- - / 13.7/-- / 10.7/- - / 13.1/-- / 10.1/- - / 12.2/-- / 9.4/- - / 11.6/- - / 12.8/-- / 9.1/- - / 10.7/- - / 11.9/-- / 8.5/- - / 10.4/- - / 11.3/-- / 8.2/- - / 9.8 / - - / 10.7/-NOTE: THE AVERAGE INSIDE DIAMETER SHALL NOT VARY MORE THAN ONE (1) PERCENT OR 13 mm,WHICHEVER IS GREATER, FROM THE NOMINAL DIAMETER WHEN MEASURED ON THE INSIDE CRESTOF THE CORRUGATIONS (AASHTO M 36M/M 36 & AASHTO M 196M/M 196).13.1/15.5/9.413.1/14.9/8.811.9/14.3/-10.7/14.0/-- / 13.7/-- / 13.4/-CORRUGATED METAL PIPE ARCHES MS-18 LOADINGTRENCH EMBANKMENTSECTION SECTION300 O.D.(MIN.)0.1 (O.D.) (MIN.)45SHAPE TRENCHACCURATELYTO FIT PIPE.CLASS C300 O.D. 300(MIN.)(MIN.)BEDDING BLANKETdCLASS C MODIFIEDO.D.0.1 (O.D.) (MIN.)d = 25 mm FOR 13-mm DEEP CORRUGATIONd = 50 mm FOR 25-mm DEEP CORRUGATIONMAXIMUM HEIGHT OF FILL OVER CLASS 2NONREINFORCED CONCRETE PIPE,PERFORATED AND/OR PLAIN,FOR UNDERDRAINSPIPESIZE(mm)100150200250300MAXIMUM COVER (m)BEDDING CLASS "C"/CLASS "B"TRENCHPROJECTINGB d SAND &(mm) GRAVEL600*600675750825**DAMPCLAY*4.8/*3.6/6.03.6/5.4POSITIVEp= 0.7; R = 0.7sd10.3/12.87.6/9.15.7/7.34.8/5.74.2/5.1EQUIV.DIAMETER(mm)PIPEDIMENSION(SPAN X RISE)(mm)MINIMUMCORNERRADIUS(mm)MINIMUM COVERFROM TOP OFPIPE TO TOP OFSUBGRADE FOR192 kPa(mm)MINIMUMTHICKNESSREQUIRED(mm)STEELMAXIMUM FILL HEIGHTABOVE TOP OF PIPE (m)FOR THE FOLLOWINGCORNER BEARING PRESSURE(kPa)MINIMUMTHICKNESSREQUIRED(mm)ALUMINUMMAXIMUM FILL HEIGHTABOVE TOP OF PIPE (m)FOR THE FOLLOWINGCORNER BEARING PRESSURE(kPa)LOOSEBACKFILLASSPECIFIEDO.D.300 O.D.*NOTES:1. INDICATES NO LIMIT OF FILL HEIGHT (2100 kg/m ).2. TRENCH WIDTH (B ) NO GREATER THAN 400 mm PLUS O.D.d3. FACTOR OF SAFETY IS 1.25 ON MINIMUM ULTIMATE STRENGTH.4. MINIMUM COVER FOR HIGHWAY LOADS IS 450 mm.5. PERFORATED PIPE SHALL BE TYPE 1.3192 kPa t 287 kPa192 kPat 287 kPa68 X 13-mm CORRUGATIONRIVETED, WELDED OR HELICAL68 X 13-mm CORRUGATIONRIVETED OR HELICAL375 430 X 330 75 450 1.63 4.0 4.6+ 1.52 4.6 -450600750900105012001350150016501800530 X 380710 X 510885 X 6101060 X 7401240 X 8401440 X 9701620 X 11001800 X 12001950 X 13202100 X 1450757575901001301551802052304504504504504504504504504504501.631.632.012.012.012.772.773.514.274.273.73.02.72.72.42.42.42.42.42.74.6+4.64.34.03.73.73.73.73.74.01.521.521.521.912.673.433.434.174.33.02.72.72.42.42.42.4-4.6+4.34.03.73.73.73.7125 X 25-mm OR 75 X 25-mm CORRUGATIONRIVETED, WELDED OR HELICAL900 1010 X 790 130 450 2.01 3.7 4.6+1050 1160 X 920 155 450 2.01 3.7 4.6+1200 1340 X 1050 180 450 2.01 3.7 4.6+1350 1520 X 1170 205 450 2.01 3.7 4.6+1500 1670 X 1300 230 450 2.01 3.7 4.6+1650 1850 X 1400 305 450 2.01 4.6+ -1800 2050 X 1500 355 450 2.01 4.6 -1950 2200 X 1620 355 450 2.01 4.3 4.6+2100 2400 X 1720 410 450 2.77 4.0 4.6+2250 2600 X 1820 410 600 2.77 3.7 4.6+2400 2840 X 1920 460 600 2.77 3.4 4.6+NOTES:1. THE AVERAGE INSIDE DIAMETER SHALL NOT VARY MORE THAN ONE (1) PERCENT OR 13 mm, WHICHEVER ISGREATER, FROM THE NOMINAL DIAMETER WHEN MEASURED ON THE INSIDE CREST OF THE CORRUGATIONS.(AASHTO M 36M/M 36 & AASHTO M 196M/M 196).t 2. BEARING PRESSURES EXCEEDING 192 kPa REQUIRED FOR GIVEN FILL HEIGHT SHALL HAVE FOUNDATIONMATERIALS INVESTIGATED TO DETERMINE BEARING CAPACITY.CLASS "B"BEDDINGSECTION A-ALIMITS OF IMPERFECT TRENCH INSTALLATION300O.D.AHEIGHT OF NORMAL BACKFILLO.D.PIPE CULVERTCLASS "B" BEDDINGAELEVATIONIMPERFECT TRENCH INSTALLATIONGENERAL NOTES:1. MINIMUM SPACING BETWEEN MULTIPLE LINES OF PARALLEL PIPE SHALLBE THE DISTANCE REQUIRED FOR INSTALLING THE ADJACENT FLAREDEND SECTIONS OR AS SHOWN ON THE HEADWALL DRAWINGS FORCONDUITS REQUIRING HEADWALLS.2. UNLESS OTHERWISE INDICATED, THE TOP OF THE PIPE SHALL BEBELOW THE TOP OF THE SUBGRADE, AND A MINIMUM OF 300 mm OFCOVER OVER THE TOP OF THE PIPE SHALL BE MAINTAINED BETWEENTHE SHOULDER LINES.3. WHERE PRE-BED PIPE IS INSTALLED, FLARED END SECTIONS FROMOTHER MANUFACTURERS MAY BE JOINED TO PRE-BED PIPE PROVIDEDA CONCRETE COLLAR IS PLACED AT THE CONTRACTORS EXPENSEAND A DEFORMATION TO THE PIPE’S FLOWLINE IS NOT EVIDENT ONFINAL PLACEMENT.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANPIPE CULVERTINSTALLATIONOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERPI-1SHEET NUMBER6300RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.CROWN WIDTHORIGINAL GROUNDLINEPIPE CULVERTCONCRETE COLLARSEE DETAILSTYPICAL INSTALLATION FOR PIPE CULVERT WITH BROKEN FLOW LINED (OR SPAN) + 2T + 300A375(MIN.)GENERAL NOTE:1. THE FOLLOWING QUANTITIES SHALL BE THE BASIS FOR PAYMENTUNLESS AUTHORIZED MODIFICATIONS ARE MADE:200+ -QUANTITIES FORCONCRETE COLLAR FOR PIPE CULVERTSCIRCULAR PIPEARCH PIPED (OR RISE) + 2T + 440150 150T TADIA. OF PIPE = DCUT PIPETO THIS200LINE175+ 200+ - -(MIN.)(MAX.)DIA. OF PIPE300375450600750900105012001350150016501800CLASS "B" CONCRETE(m )SIZE OF PIPECLASS "B" CONCRETE3 3(m )0.1730.204 460 X 2800.2040.236 560 X 3450.2260.303725 X 4600.2990.375 920 X 5700.3570.4521110 X 6750.4370.535 1300 X 7950.5030.6211485 X 9150.5980.7131650 X 10150.6710.8101855 X 11450.7800.912 2235 X 13700.9961.018ELEVATION OF CONCRETE COLLARNOTE: CIRCULAR PIPE IS SHOWN, ARCH PIPE IS SIMILAR.SECTION A-ADATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONCONCRETE PIPE COLLARISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERPC-1SHEET NUMBER6301RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.BSIDE 3REINFORCING BAR LISTLIFT BARS2-4W(750 MIN.)D (OR SPAN) + 2T150 115 COS (SKEW ANGLE) 115 150ASIDE 2BAR "D"BAR "C"BAR "D"SKEWANGLEFLOWBAR "B"BAR "B"BAR "D"BAR "C"BAR "D"SIDE 4ABAR SIZENUMBERLENGTHREQUIREDABCD2 PER#13 122500 + W PIPE OPENING2E #13 2F #13WW1-32-4W ***#132#132#1342W[(W[(1-32252-4225**)**)+ 1+ 1]]NOTE: VARIABLES AND DESIGNATIONS ARE AS FOLLOWS:D (OR SPAN) = PIPE DIAMETER (OR SPAN)WWWW1-32-42-41-3= WIDTH OF SIDE 1 & SIDE 3= WIDTH OF SIDE 2 & SIDE 4= W 1-3 OR W 2-4(SIDE OF ENTERING PIPE)= ROUND TO NEAREST WHOLE NUMBER2( * + 50)- 150- 150H - 150- 100- 100SIDE 1CL. "B" CONC. (m ) = [(Q1 + Q2) / 1 X 10 ] - PIPE OPENING DEDUCTIONSWHERE:3 9Q1 = [125W1-3 W 2-4 ] + [25(W1-3 - 310) (W 2-4 - 310) ] + [(T1 + 150)W 1-3 W1 1-3 2-4 ]2-4 ]BARS "E" @ 225+-PLAN OF COVERBARS "F" @ 225+-BQ2 =300[H - (T + 150)] [(W - 300) + WCOMMON PIPE SIZEBARS "E"CIRCULAR PIPEARCH PIPE125150PLANPIPESIZETPIPEOPENINGDEDUCTIONPIPESIZETPIPEOPENINGDEDUCTION(m3)(m3)BAR "F" 155ELEVATION OF COVER25W 1-3D (OR SPAN) + 2T150 115 COS (SKEW ANGLE)115 150(SIDE 1 OR SIDE 3, WHICHEVER IS LARGER)45060075090010506375881001130.0390.0660.1010.1430.192560 X 345725 X 460920 X 5701110 X 6751300 X 7956375881001130.0390.0630.0940.1350.17912001250.2481485 X 9151250.232H(SIDE 1,2,3 or 4, WHICHEVER IS LARGEST)150 + T D (OR RISE) + T15011MIN.SIDE 1BAR "B"50MIN.BAR "D"COVER IN PLACEBAR "C"BAR "B"BARS "A"D (OR RISE)2T2TBAR "D"GROUTBAR "E"BARS "F"SECTION B-BSIDE 3150 MIN.D (OR RISE) + 2T1150 + T300BAR "D"BAR "B"BAR "C"T150MIN.BARS "E"COVER IN PLACE75BARS "A"D (OR SPAN)BAR "F"SECTION A-ABAR "B"BAR "C"T1BAR "D"11550 R425LIFT BARGENERAL NOTES:25 R125 125ELSEWHERE ON THE PLANS.2. QUANTITIES FOR JUNCTION BOXES SHOWN ON THE PLANS WILL BE THE BASIS FORPAYMENT UNLESS AUTHORIZED MODIFICATIONS ARE MADE.3. CONCRETE SHALL BE CLASS "B" AND REINFORCING STEEL SHALL BE DEFORMEDBARS.NOTE: LIFT BAR TO BE FABRICATED5. IF PIPES ARE SKEWED MORE THAN 15 OR IF SKEWED PIPES PRODUCE CONFLICTSWITH ANOTHER OPENING, THE PIPE SHALL BE BROKEN BACK TO THE WALL OF THEJUNCTION BOX.FROM A #13 BAR 750 mm LONG. TWO215STEEL FOR 2 LIFT BARS = 1.5 kg.1350150016501800LIFT BARS ARE REQUIRED. REINFORCING1381501631750.3110.3820.4590.5451650 X 10151855 X 11454. SIDE 1 OF THE JUNCTION BOX WILL ALWAYS BE THE OUTFLOW SIDE.138150JUNCTION BOXFOR PIPE CULVERTS0.2870.3561. REINFORCING STEEL QUANTITIES TO BE COMPUTED FROM BAR LIST AND SHOWNDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERJB-1SHEET NUMBER6302RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.BAR "D"BBAR "C"BAR "D"CBARS "E"MISS.ABAR "B"BAR "D"115+ T SPAN OF PIPET115+--150C150GROUT*BAR "B"GROUT*50EXISTINGREINFORCINGBARS50BAR "D"S VVA1254040 (SPACED 205 O.C.) 402511550 R425LIFT BARBARS "F"25 R125 125NOTE: LIFT BAR TO BE FABRICATEDFROM A #13 BAR 750 mm LONG. TWOLIFT BARS ARE REQUIRED. REINFORCING215STEEL FOR 2 LIFT BARS = 1.2 kg.155 1555909002540150125CLIFTBARSD D2540W1-3PLANOFCOVERBARS "E"40(SPACED 230 + O.C.)-40155 155W 1-3BARS "F"W 2-44025150900EXISTINGBOXCULVERTREMOVE HEADWALLS OF EXISTINGBOX CULVERT TO A NEAT LINEIMMEDIATELY BEHIND PARAPETLEAVING EXPOSED REINFORCINGBARS TO BE BENT AND LOCATEDIN INLET AS INDICATED IN DETAILSELSEWHERE ON THIS DRAWING ORAS DIRECTED.PARAPETWINGWALLW 2-4B150 600150BAR "C"SECTION C-CSECTION D-DW 1-3HEADWALL REMOVAL DETAILS900PLANBAR "B"BBAR "B"BAR "C"150 C150BAR "C"BAR "B"75B150(MIN.)RISE OF PIPETBAR "B"150SIDE 1BOX CULVERTGROUT*BAR "E"BAR "C"TOP (INSIDE) OF THEARCH PIPE NOT TOBE ABOVE TOP(INSIDE) OF EXISTINGBARS "D"ASIDE 37550100(MIN.)TH TEXISTINGBOXCULVERTEXISTINGREINFORCEDBARSTHTVAR.(100 MIN.)SIDE 150BAR "C"BARS "D"GROUTBAR "E"BARS "F"SIDE 3150150TRISE OF PIPE(MIN.)BSIDE 2 OR 4BARS "A"BAR "B"115+115+- -SPAN OF ARCH PIPE*GROUT AS REQUIREDAND/OR AS DIRECTEDNOT A SEPARATEPAY ITEM.BARS "E"BAR "F"SIDE 4 OR 2150 + TRISE OF PIPET 150(MIN.)BGENERAL NOTES:1. THE STANDARD SPECIFICATIONS ADOPTED BY THEMISSISSIPPI DEPARTMENT OF TRANSPORTATION SHALLAPPLY TO ITEMS UNLESS OTHERWISE SPECIFIED.2. THE QUANTITIES SHOWN WILL BE USED AS THEBASIS FOR PAYMENT UNLESS THIS DRAWING ISMODIFIED.3. CONCRETE SHALL BE CLASS "B" AND REINFORCINGSTEEL SHALL BE SIZE #13 DEFORMED BARS.4. SIDE 1 OF THE JUNCTION BOX WILL ALWAYSBE THE OUTFLOW SIDE.5. ESTIMATE AN ADDITIONAL 1.5 kg. FOR 2 LIFT BARS.6. CONCRETE QUANTITIES SHOWN HAVE BEEN ADJUSTEDFOR BOX & PIPE OPENING DEDUCTIONS.BARS "F"SECTION A-A DOWNSTREAMDIMENSIONS OFDIMENSIONS OFEXISTING BOX CULVERT JUNCTION BOX REQUIREDS6009001200150090012001500H600600600600900900900T150165175190165175190V150150150150150150165A075195315015115B85094010701205116511901305C1325154017551965175519652155DIMENSIONS OF DIMENSIONS OFPRECAST COVER ARCH PIPE REQUIREDWW1-3 2-4 S RL T16251840205522652055226524559009009009009009009009201110130014851300148516505706757959157959151015180024002400240024002400240088100113125113125138BSECTION A-A UPSTREAMCLASS "B"REINFORCINGSTRUCTURALSTEELCONCRETE3(m )(kg)0.902 37.01.02941.71.20346.31.38349.31.271 46.71.35449.21.50253.71800 900 200 165 245 1445 2385 2685 900 1855 1145 2400 150 1.71558.7SECTION B-BBAR LIST"A" "B" "C" "D" "E" "F"2 @ 925 2 @ 1450 2 @ 750 4 @ 1015 16 @ 825 9 @ 15252 @ 1025 2 @ 1675 2 @ 750 4 @ 1115 18 @ 825 9 @ 17502 @ 1125 2 @ 1875 2 @ 750 4 @ 1260 20 @ 825 9 @ 19502 @ 1225 2 @ 2075 2 @ 750 4 @ 1405 20 @ 825 9 @ 21502 @ 1125 2 @ 1875 2 @ 750 4 @ 1355 20 @ 825 9 @ 19502 @ 1225 2 @ 2075 2 @ 750 4 @ 1390 20 @ 825 9 @ 21502 @ 1300 2 @ 2275 2 @ 750 4 @ 1520 22 @ 825 9 @ 23502 @ 1425 2 @ 2500 2 @ 750 4 @ 1670 24 @ 825 9 @ 2575DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONJUNCTION BOXFOR BOX CULVERT TOCONCRETE ARCH PIPEISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERJB-1ASHEET NUMBER6303RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.BREINFORCING BAR LISTSIDE 3BAR SIZENUMBERREQUIREDLENGTHLIFT BARS2-4W(750 MIN.)D (OR SPAN) + 2T150 115 COS (SKEW ANGLE) 115 150OROR200200300ASIDE 2BARS "D"BAR "C"BARS "D"SKEWANGLEFLOWBAR "B"BARS "D"BAR "C"BARS "D"BAR "B"SIDE 4AH - 150150BAR "D""A""B""C""D""E""F"2 PER#13 122500 + W PIPE OPENING2#19 FOR150-mm WALL#22 FOR200-mm WALL#19#192 + [2 PER OPENING SIDE 3]+ [1 PER SIDE 1]+ [300 mm O.C. FOR SOLID WALL]2 + [2 PER OPENING]+ [300 mm O.C. FOR SOLID WALL]4 + [2 PER OPENING]+ [300 mm O.C. FOR SOLID WALL]2 [ W 1-3 **( ) + 1150 ]2 [( W 2-4 )** + 1]150NOTE: VARIABLES AND DESIGNATIONS ARE AS FOLLOWS:D (OR SPAN) = PIPE DIAMETER (OR SPAN)WW1-32-4W ***= WIDTH OF SIDE 1 & SIDE 3= WIDTH OF SIDE 2 & SIDE 4= W 1-3 OR W 2-4(SIDE OF ENTERING PIPE)= ROUND TO NEAREST WHOLE NUMBERW 1-3- 100W 2-4- 100WW2-41-32( * + 50)H- 100- 100CL. "B" CONC. (m ) = [(Q1 + Q2) / 1 X 10 ] - PIPE OPENING DEDUCTIONSWHERE: 150-mm WALLQ2 =3 9[200W1-3 W 2-4 ] + [25(W1-3 - 310) (W 2-4 - 310) ] + [(T1 + 150)W 1-3 W300[H - (T + 150)] [(W - 300) + W1 1-3 2-4 ]2-4 ]SIDE 1OR: 200-mm WALLH(SIDE 1,2,3 or 4, WHICHEVER IS LARGEST)150 + T D (OR RISE) + T15011(MIN.)BARS "E"BARS "E" @ 150+- BARS "F" @ 150+-BAR "F" 155COVER IN PLACEBAR "C"BARS "B"BARS "A"75 mm FOR150-mm WALL OR100 mm FOR200-mm WALLSIDE 1PLAN OF COVER50ELEVATION OF COVER40BAR "C"D (OR RISE)2T2T4040 40BARS "D" GROUTBAR "E"BARS "F"BAR "C"SECTION B-BOR20525200225SIDE 3BARS "B"BARS "D"BAR "B"150D (OR RISE) + 2T1150 + T(MIN.)#19 BARS FOR 150-mm WALLS#22 BARS FOR 200-mm WALLSREQUIRED ON SOLID WALLSONLY (NO PIPE OPENINGS)300BARS "D"BAR "C"150OR200W 1-3PLAN115D (OR SPAN) + 2TCOS (SKEW ANGLE)(SIDE 1 OR SIDE 3, WHICHEVER IS LARGER)115 150OR200BARS "B"COVER IN PLACEBARS "A"BAR "C"BARS "C"4040D (OR SPAN)TT175 mm FOR150-mm WALL OR100 mm FOR200-mm WALLBARS "E"BAR "F"150(TYP.)SECTION A-A751BBARS "D"BAR "C"150-mm200-mmWALLWALL115PIPESIZE45060075090010501200135015001650180050 R425637588100113125138150163175LIFT BAR25 R125 125CIRCULAR PIPENOTE: LIFT BAR TO BE FABRICATEDFROM A #13 BAR 750 mm LONG. TWOLIFT BARS ARE REQUIRED. REINFORCING215STEEL FOR 2 LIFT BARS = 1.5 kg.TQ1 = 1 1-3 2-4 ]Q1 = [200W1-3 W 2-4 ] + [25(W1-3 - 410) (W 2-4 - 410) ] + [(T1 + 150)W 1-3 WQ2 =400[H - (T + 150)] [(W - 400) + WCOMMON PIPE SIZEARCH PIPEPIPE OPENING DEDUCTIONPIPE OPENING DEDUCTIONPIPE3 3(m )T(m )SIZE150-mm WALL0.0390.0660.1010.1430.192----GENERAL NOTES:t200-mm WALL0.0520.0880.1340.1900.2550.3300.4150.5100.612- 0.726ELSEWHERE ON THE PLANS.560 X 345725 X 460920 X 5701110 X 6751300 X 7951485 X 9151650 X 10151855 X 1145637588100113125138150150-mm WALL0.0390.0630.0940.135---2-4 ]t200-mm WALL0.0520.0850.1250.1800.2380.3090.383- 0.475t NOTE: IF ANY PIPE REQUIRING A 200-mm WALL IS USED, ALL WALLS SHALL BE 200 mm REGARDLESSOF PIPE SIZE.1. REINFORCING STEEL QUANTITIES TO BE COMPUTED FROM BAR LIST AND SHOWN2. QUANTITIES FOR JUNCTION BOXES SHOWN ON THE PLANS WILL BE THE BASIS FORPAYMENT UNLESS AUTHORIZED MODIFICATIONS ARE MADE.3. CONCRETE SHALL BE CLASS "B" AND REINFORCING STEEL SHALL BE DEFORMEDBARS, ASTM A 615M, GRADE 420 OR AASHTO M 31M, GRADE 420.4. SIDE 1 OF THE JUNCTION BOX WILL ALWAYS BE THE OUTFLOW SIDE.5. IF PIPES ARE SKEWED MORE THAN 15 OR IF SKEWED PIPES PRODUCE CONFLICTSWITH ANOTHER OPENING, THE PIPE SHALL BE BROKEN BACK TO THE WALL OF THEJUNCTION BOX.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONJUNCTION BOX TYPE 2FOR TRAFFIC LOAD(MAXIMUM "W"=2800 mm)ISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998150-mm200-mmMETRICJB-2WALLWALLMISSISS IPPIWORKING NUMBERSHEET NUMBER6304RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.#13 BARS#13 BARS251507575150BAR LISTPIPE #13 BARSSIZE NO. LGTH.-D + 2T + 50+D4545060075044444475010509251225111514152115075GROUT560 X 34521425T(ABSORBED ITEM)1160021350725 X 46021625GROUT11875(ABSORBED ITEM)ELEVATION SHOWING CIRCULAR PIPESTUBBED INTO BOX CULVERT BARREL OR WING-WALLELEVATION SHOWING ARCH PIPE STUBBEDINTO BOX CULVERT BARREL OR WING-WALLNOTE:1. A 600-mm DIAMETER PIPE IS THE MAXIMUM SIZE THAT MAYBE STUBBED INTO A 1350-mm DIAMETER PIPE.GENERAL NOTES:2. A 1500-mm DIAMETER PIPE IS THE MINIMUM SIZE THAT A1. PAYMENT FOR WORK AND MATERIALS FOR STUBBING A PIPECULVERT INTO A BOX CULVERT OR CONCRETE PIPE SHALL BE750-mm DIAMETER PIPE MAY BE STUBBED INTO.PAID FOR AS A BRANCH CONNECTION OF THE APPROPRIATESIZE, TYPE AND DESCRIPTION.2. THE TABLE ON THIS SHEET INDICATES THE NUMBER ANDMINIMUM 1350-mm CIRCULARLENGTHS OF ADDITIONAL REINFORCING STEEL BARS REQUIREDOR 1485 X 915-mm ARCHFOR BOX CULVERTS CONSTRUCTED. FOR A DOUBLE ROW OFREINFORCEMENT, DOUBLE THE NUMBER OF BARS SHOWN. THEADDITIONAL REINFORCING STEEL SHALL BE INCLUDED IN THECOST FOR THIS TYPE OF BRANCH CONNECTION. THE QUANTITIESSHOWN IN THE TABLE ARE FOR THE MOST COMMON SIZESGROUT REQUIRED(ABSORBED ITEM)THE INTERSECTING PIPE SHALL BECUT, FORMED, OR BROKEN TO THE INSIDEWALL OF THE INTERSECTED PIPEGROUT REQUIRED(ABSORBED ITEM)25+25+ - -JUNCTION BOX, CONCRETE COLLAR, OR CULVERTOF PIPE.CURVATURE AS NECESSARY TO STUB PERPENDICULARLYINTO THE STRUCTURE (VERTICALLY AND HORIZONTALLY).3. THE REINFORCEMENT OF THE INTERSECTED BOX OR PIPE SHALLBE CUT AS NECESSARY TO ACCOMMODATE THE STUBBED PIPE.4. THE CONTRACTOR MAY INSERT THE INTERSECTING PIPE INTO THEFORM AT THE PROPER LOCATION IN LIEU OF FORMING BY BLOCKING OUT.ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.ELEVATION SHOWING PIPE CULVERTSTUBBED INTO CONCRETE PIPE CULVERTNOTE: TYPICAL INSTALLATION FOR MEDIAN STUB TOCROSSING DRAIN WITH MINIMUM COVER.TYPICAL PLAN OF BRANCH CONNECTIONTO BOX CULVERT WING-WALLDATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONBRANCH CONNECTIONSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERBC-1SHEET NUMBER6305RDEPAR TMENTO FT RANSPOTATI O N

FLOW5601100FLOWSTATEPROJECT NO.BMISS.9006004540150724PIPESIZEMIN.DEPTHTO F.L.QUANTITIESMIN. DEPTH INLET EACH ADDED METERCONC. STEEL CONC. STEEL3(m )(kg)3(m )(kg)TPIPEOPENINGDEDUCTION3(m )1204507530.48821.20.51319.9630.039A450, 600 OR560 X 345-mm PIPEA54744551 512271 64 64 64 64 64 64 71GTYPICAL @ CORNERS ONLYBTC-P4600 915 0.545 23.9 0.513 19.9560 X 345 648 0.431 20.7 0.513 19.9NOTE: ONE (1) PIPE OPENING DEDUCTED FROM INLET.BAR LIST FOR MINIMUM DEPTH INLETBARS/SIZESPIPE"A" "B" "C" "D"SIZE#13 #13 #13 #1375630.0660.03910TYP.NO. @ LGTH. NO. @ LGTH. NO. @ LGTH. NO. @ LGTH.4502 @ 4506 @ 95010 @ 72510 @ 750PLAN OF GRATE NO.16002 @ 4507 @ 95010 @ 72510 @ 925560 X 3452 @ 4506 @ 95010 @ 72510 @ 700BPLAN OF CONCRETE DIMENSIONSGENERAL NOTES:90080 8070707407241100150 120 560120 1505471. QUANTITIES SHOWN WILL BE THE BASIS OF PAYMENT UNLESS AUTHORIZEDMODIFICATIONS ARE MADE.2. INLET:A. THE INLET ON THIS DRAWING IS SHOWN AS THE ENTRANCETO A PIPE CULVERT BUT MAY ALSO BE USED ON A CROSSDRAIN.B. THE CONCRETE SHALL BE CLASS "B".C. THE REINFORCEMENT SHALL BE SPACED A MAXIMUM OF 300 mmBAR "B"7560075VAR. 90T(150MIN.)BARS "C"BAR "B"BARS "A"ON CENTER BOTH WAYS WITH A MINIMUM CLEARANCE OF 25 mmTO THE INSIDE OF THE INLET WALLS.3. GRATE:A. THE CONTRACTOR HAS THE OPTION TO PROVIDE GRATE NO. 1 ORGRATE NO. 2 AS SHOWN ON SHEET IG-1.BARS "B"SLOPE TO DRAINVARIABLED (CIRCULAR)RISE (ARCH)BAR "D"GROUT(ABSORBED ITEM)BARS "C"BAR "D"GROUT(ABSORBED ITEM)BAR "C"SECTION A-A150BARS "C"SECTION B-BBAR "B"BAR "D"DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONI ITYPE I MEDIAN INLET(600-mm PIPE AND UNDER)ISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERMI-1SHEET NUMBER6306RDEPAR TMENTO FT RANSPOTATI O N

(150(250I ITYPICAL @ CORNERS ONLYSTATEPROJECT NO.54744551 51BTC-P471 64 647242264 64 64 64 71GBAR "D2"MEDIANDITCHFLOWBARS "G"BAR "C"BAR "D2"BBARS "G"BAR "D2"150D (OR SPAN) + 2T + 400D (OR SPAN) + 2T - 700 150 120 560547120 1508070PIPESIZES7509001050"A"BAR LIST825 L 825 L L 825 L L LBD1BARS/SIZESD2F1F2*#13 #13 #13 #13 #13 #16 #16 #16 #16LENGTHSNUMBER OF BARS4 4 15 4 4 4 4 4 84 4 17 4 4 6 4 4 84 4 18 4 4 7 4 4 8MISS."B" "C" "D1" "D2" "E" "F1" "F2" "G" "H" "U1" "U2"G#131025222#13550224#13L U266610PLAN OF GRATE NO. 1TYP.ABARS "U2"BAR "H"BARS "U2"BAR "H"A900600MEDIANDITCHFLOW740OPENOPEN6001200725 X 460920 X 5701110 X 67544444444201213164444444484674444444488882222422466661300 X 7954417448448266825D (OR SPAN) + 2T + 200D (OR RISE) + 2T + 300D (OR RISE) + 2T + 450"A", "C" & "E""B""D1""D2"BARS "U1"BARS "U1"BARS "F1" @ 150+ IN-TOP OF TOP SLAB150GRATE8070NOTES:*1. USE #19 BARS FOR A 1300 X 795 ARCH PIPE.2. BAR SPACINGS FOR ADDITIONAL INLET HEIGHTS:BARS "E" @ 150+-BARS "H" @ 275+-BARS "C" @ 275+-225#13 BAR1001025"H"#13 BAR EXCEPTBAR "E" WHICHIS #16.BARS "A", "C", "E", "B", "D1", "D2" & "H""F1"D (OR SPAN) + 2T - 760"F2"D (OR SPAN) + 2T - 660#16 BARBARS "F1" & "F2""U1" 225"U2" VAR.(350 MIN.)BARS "U1" & "U2"D (OR SPAN) + 2T + 325BARS "G"BAR DETAILS350 #19 BAR"F1" VAR.200 #16 BARMIN.)"F2"VAR.NOTE: BARS "G" ARE #16 BARS FOR ALL CIRCULARPIPES AND FOR PIPE ARCHES UP TO AND INCLUDING A1110-mm SPAN. FOR PIPE ARCHES WITH A SPAN LARGERTHAN 1110 mm, USE #19 BARS FOR BARS "G".MIN.)T TBAR "H"BARS "F2"BAR "D1"D (CIRCULAR)BAR "C"BARS "F2" @ 150+ IN-BOTTOM OF TOP SLABRISE (ARCH)VAR.150150(150 MIN.)150MIN.BARS "E"900740600BPLAN OF REBAR LAYOUT80 7070 80BAR "E"BAR "C"BARS "E"BARS "B"SECTION A-A90BAR "D1"BARS "G"BAR "H"BARS "F1"BAR "U1"H(D (OR RISE) + 2T + 600 MIN.)MIN. DEPTH INLET EACH ADDED METERPIPEMIN.PIPEOPENINGDEPTHTSIZECONC. STEEL CONC. STEELDEDUCTIONTO F.L. 3 3(m ) (kg) (m ) (kg)3(m )BAR "B"WORKING NUMBERABARS "C" @ 275+-BARS "C" @ 275+ MI-1A-PLAN OF CONCRETE DIMENSIONS750 1288 0.829 71.9 0.510 50.2 88 0.101900 1450 0.976 82.5 0.510 50.2 100 0.1431050 1613 1.133 92.1 0.510 50.2 113 0.192D (OR SPAN) + 2T + 400A1200 1775 1.293 101.5 0.510 50.2 125 0.248725 X 460 985 0.687 65.5 0.510 50.2 75 0.063D (OR SPAN) + 2T - 700 150 120 560 120 150920 X 570 1108 0.840 76.3 0.510 50.2 88 0.094547BARS "E" @ 150+BAR "H"-1110 X 675 1225 0.984 88.3 0.510 50.2 100 0.135BAR "F1"1300 X 795 1358 1.157 116.5 0.510 50.2 113 0.179BAR "F2"NOTE: TWO PIPE OPENINGS HAVE BEEN DEDUCTED.BARS "U2"GENERAL NOTES:BARS "G"1. QUANTITIES SHOWN WILL BE THE BASIS OF PAYMENT UNLESS AUTHORIZEDMODIFICATIONS ARE MADE.2. INLET:BARS "U1"BARS "A"A. THE CONCRETE SHALL BE CLASS "B".B. THE REINFORCEMENT SHALL BE SPACED A MAXIMUM OF 300 mmON CENTER BOTH WAYS WITH A MINIMUM CLEARANCE OF 25 mm TO THE50INSIDE OF THE INLET WALLS. SEE CHART FOR BAR SIZES.3. GRATE:A. THE CONTRACTOR HAS THE OPTION TO PROVIDE GRATE NO. 1 ORGRATE NO. 2 AS SHOWN ON SHEET IG-1.D (CIRCULAR)TTBAR "D1" @ 275+-SPAN (ARCH)BARS "D2" @ 275+-ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONROADWAY DESIGN DIVISIONSTANDARD PLANTYPE I MEDIAN INLETMETRIC(725-mm - 1300-mm PIPE)SECTION B-BDATE REVISION BYISSUE DATE:INLET QUANTITIESOCTOBER 1, 1998MISSISS IPPISHEET NUMBER6307RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.BMISS.7249001100BARS "S"OPENBAR "R"BARS "Q"BARS "S"54744551 5171 642264 64 64 64 64 71GTYPICAL @ CORNERS ONLYBTC-P4PIPESIZE1350*QUANTITIES FOR MINIMUM HEIGHT TYPE I INLETCONC. STEEL3(m )(kg)BAR LIST"Q1" "Q2" "Q3" "Q4" "Q5" "R" "S"NO. @ LG. NO. @ LG. NO. @ LG.NO. @ LG. NO. @ LG. NO. @ LG. NO. @ LG.0.231 20.1 4 @ 325 2 @ 325 2 @ 375 2 @ 475 4 @ 1125 9 @ 750 6 @ 900**AOPENAFLOW10TYP.1500165018000.2460.2620.28021.321.823.04 @ 3254 @ 3254 @ 3252 @ 3252 @ 3502 @ 3502 @ 3752 @ 4002 @ 4252 @ 5002 @ 5502 @ 5754 @ 12254 @ 13004 @ 140010 @ 75010 @ 75011 @ 7506 @ 9006 @ 9006 @ 9001485 X 9150.21319.64 @ 3252 @ 3252 @ 3752 @ 4754 @ 10009 @ 7506 @ 900BAR "R"PLAN OF GRATE NO.11650 X 10151855 X 11450.2280.24420.121.34 @ 3254 @ 3252 @ 3502 @ 3502 @ 4002 @ 4252 @ 5252 @ 5754 @ 10754 @ 11509 @ 75010 @ 7506 @ 9006 @ 9002235 X 13700.28723.24 @ 3502 @ 4002 @ 5002 @ 6504 @ 132511 @ 7506 @ 900EACH ADD.METER OF0.51023.8-- -- -- -- -- -- --HEIGHTBPLANNOTES:***1. 200-mm MINIMUM HEIGHT INLET.2. 2 BARS MAY BE FIELD CUT TO PROVIDE VARIABLE LENGTH BARS "S" AS SHOWN.A110015090060015080 80150560120 120150GENERAL NOTES:BARS "S"BARS "R"90BARS "S"HVAR. (200 MIN.)BARS "R"BARS "S"BARS "R" @ 150+-"R""S"750900BARS "R" & "S"1. QUANTITIES SHOWN WILL BE THE BASIS OF PAYMENT UNLESS AUTHORIZEDMODIFICATIONS ARE MADE2. INLET:A. THE CONCRETE SHALL BE CLASS "B".B. THE REINFORCEMENT SHALL BE #13 BARS SPACED A MAXIMUM OF 300 mmON CENTER BOTH WAYS WITH A MINIMUM CLEARANCE OF 25 mm TO THEINSIDE OF THE INLET WALLS.BARS "Q1"-"Q5"3. GRATE:A. THE CONTRACTOR HAS THE OPTION TO PROVIDE GRATE NO. 1 OR GRATE NO. 2BARS "Q1"H + SLAB T-125AS SHOWN ON SHEET IG-1.OPENING IN PIPE REQUIRED150SECTION A-ABARS "Q1" - "Q5"NOTE: 14 BARS "Q" REQUIRED.ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.SECTION B-BBAR DETAILSDATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONIITYPE I MEDIAN INLETISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLAN(OVER 1300-mm PIPE)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERMI-1BSHEET NUMBER6308RDEPAR TMENTO FT RANSPOTATI O N

900600W = D (OR SPAN) + 2T + 300AW/2BAR "S"750BSTATEMISS.PROJECT NO.BAR "C"BAR "B"BAR "C"350BAR "H"(IF PRECAST)BARS "L"590 (IF PRECAST)BARS "L"BAR "B"150 120560120 1501100750375B155BAR "V"BARS "Y"155A225 R295 RPLAN OF PRECAST COVER155155BAR "S"BAR "V"BD (OR SPAN) + 2T + 300AD (OR SPAN)TTBAR "V"BAR "S"D (OR SPAN) + 2TBAR "S"150 450150FIXEDBAR "V"150150BPLAN OF JUNCTION BOXD OR SPANT TAQUANTITIES FOR JUNCTION BOX & INLETPIPETSIZE450 63600 75750 88900 1001050 1131200 125560 X 345 63725 X 460 75920 X 570 881110 X 675 1001300 X 795 113PIPECONC. STEELOPENING3(m )(kg)DEDUCTION0.6660.77628.630.80.0390.0660.893 33.0 0.1011.015 35.3 0.1431.145 37.5 0.1921.279 39.7 0.2480.673 29.9 0.0390.779 31.3 0.0630.907 33.5 0.0941.026 36.2 0.1351.166 38.4 0.1793(m )BAR "H"NOTES:PLAN OF INLET1100150 120 560120 150900150 6001501. 2 PIPE OPENINGS HAVE BEEN DEDUCTED FROM JUNCTION BOX.32. 0.276 m CLASS "B" CONCRETE AND 10.7 kgREINFORCING STEEL INCLUDED FOR INLET.6+ 6+808072490G54744551 51TYPICAL @ CORNERS ONLYBTC-P4"A", 2 #13 BARS"B", 4 #13 BARSFLOW2271 64 64 64 64 64 64 7110PLAN OF GRATE NO. 1750900275TYP.BAR "H"490150 250300 300450-mm PIPE(STACK)GROUTPRECASTCOVERBAR "H"BAR "B"GROUTBARS "B"(ABSORBED ITEM)BAR "C"BAR "B"GROUT(ABSORBED ITEM)GEOTEXTILEFABRIC REQ’D.(ABSORBED ITEM)(SEE NOTE 3)VAR.590 VAR.GROUT450-mm PIPEBARS "V"VARIABLE DEPTHGROUT80BAR "A"GROUT(ABSORBED ITEM)BAR "C"450-mm PIPE590GROUT80300 300BARS "B"600150GROUTPRECAST COVERBAR "Y"GENERAL NOTES:1. QUANTITIES SHOWN WILL BE THE BASIS OF PAYMENT UNLESSAUTHORIZED MODIFICATIONS ARE MADE.2. ANY STACK PIPE WHICH MUST BE CUT OFF WILL BE PAID FORAT PIPE LENGTH AS THOUGH INSTALLED.3. EACH STACKED PIPE JOINT SHALL BE WRAPPED WITHGEOTEXTILE FABRIC, 600 mm WIDE, AASHTO M 288 AOS= 0.150 mm.THE FABRIC SHALL OVERLAP A MINIMUM OF 300 mm ATTHE WRAP AND SHALL BE SECURED WITH STRING OR WIREFOR BACKFILLING. THE COST FOR THE MATERIALS AND LABORSHALL BE ABSORBED.4. THE CONTRACTOR HAS THE OPTION TO PROVIDEGRATE NO. 1 OR GRATE NO. 2 AS SHOWN ON SHEET IG-1.5. CONCRETE SHALL BE CLASS "B" CONCRETE ANDREINFORCING STEEL SHALL BE DEFORMED BARS."L", 4 #13 BARS 5507252 #13 BARS, 1275 mm LONGBARS "A", "B" & "L"BARS "C""E", 5 #13 BARS D (OR SPAN) + 2T + 20075 75"F", 5 #13 BARS650"R", 4 #13 BARS D (OR RISE) + 2T + 150"S", 4 #13 BARSD (OR SPAN) + 2T + 200125"V", 4 #13 BARS650"Y", 4 #13 BARS525BARS "E", "F", "R", "S", "V" & "Y"BAR DETAILS1002 #13 BARS, 475 mm LONGBARS "H", HANDLE(IF PRECAST)BAR "Y"CONCRETEMORTAR SEATBARS "V"BARS "R"BARS "F"@ EQUAL SPACING25125BAR "R"50150TD (OR SPAN)150TGROUTBAR "E"100SECTION B-B150D (OR RISE) + T + 150150 + T50BARS "S"BARS "E"@ EQUAL SPACINGBAR "V"BARS "R"450FIXED25GROUT INVERT(ABSORBED ITEM)BAR "F"SECTION A-A150150BAR "V"CONCRETE MORTAR SEATD (OR RISE)TTH = D (OR RISE) + 2T + 300DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONIITYPE II MEDIAN INLET(1300-mm PIPE AND UNDER)ISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERMI-2SHEET NUMBER6309RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.TYPE II INLET QUANTITIESA9001100150 120 560 120 150BAR "H"900150 600150PIPESIZECONC.3(m )STEEL(kg)"Q1"NO. @ LGTHPARTIAL BAR LIST"Q2" "Q3" "Q4" "R" "S"NO. @ LGTH. NO. @ LGTH. NO. @ LGTH. NO. @ LGTH. NO. @ LGTH.BAR "C"6+ 6+80 80135015000.6110.62832.233.44 @ 1754 @ 1752 @ 2002 @ 2252 @ 3252 @ 3504 @ 9754 @ 10759 @ 75010 @ 7506 @ 7006 @ 7009016500.64733.94 @ 1752 @ 2502 @ 4004 @ 115010 @ 7506 @ 700BBAR "B"350BARS "L"590 (IF PRECAST)BARS "L"BAR "B"B1100BAR "H"300BAR "B"GROUT(ABSORBED ITEM)BAR "B"490150 250BAR "B"GROUT(ABSORBED ITEM)BARS "B"BAR "A"GROUT(ABSORBED ITEM)BAR "C"300BARS "B"1800 0.666 35.2 4 @ 200 2 @ 275 2 @ 425 4 @ 1250 11 @ 7501485 X 915 0.595 31.1 4 @ 175 2 @ 225 2 @ 350 4 @ 850 8 @ 7501650 X 1015 0.612 32.1 4 @ 175 2 @ 250 2 @ 375 4 @ 900 9 @ 7501855 X 1145 0.630 32.8 4 @ 200 2 @ 275 2 @ 425 4 @ 1000 9 @ 7502235 X 1370 0.674 34.5 4 @ 225 2 @ 350 2 @ 500 4 @ 1150 10 @ 750NOTES:31. 0.276 m CLASS "B" CONCRETE AND 10.7 kg. REINFORCING STEEL INCLUDED FOR INLET.2. ALL REINFORCING BARS ARE #13 DEFORMED BARS.6 @ 7006 @ 7006 @ 7006 @ 7006 @ 700BAR "C"450-mm PIPE 450-mm PIPE600724APLAN OF INLET300GEOTEXTILE FABRICREQUIRED (ABSORBEDITEM) (SEE NOTE 3)SECTION B-B30054744551 512271 64 64 64 64 64 64 71900BARS "Y"5025BARS "V"BAR "Y"175"A", 2 #13 BARS"B", 4 #13 BARS"L", 4 #13 BARS"V", 4 #13 BARS"Y", 4 #13 BARS750900550550700TYPICAL @ CORNERS ONLYBTC-P4GFLOW10PLAN OF GRATE NO. 1TYP.900BARS"V"BARS "Q4"BARS "R"(150-mm + SPACING)-"Q3""Q2""Q1"200BARS "A", "B", "L", "V" & "Y"GENERAL NOTES:1. QUANTITIES SHOWN WILL BE THE BASIS OF PAYMENT UNLESSAUTHORIZED MODIFICATIONS ARE MADE.2. ANY STACK PIPE WHICH MUST BE CUT OFF WILL BE PAID FORBARS "S"275AT PIPE LENGTH AS THOUGH INSTALLED.3. EACH STACKED PIPE JOINT SHALL BE WRAPPED WITH150OPENINGIN PIPEREQUIRED725GEOTEXTILE FABRIC, 600 mm WIDE, AASHTO M 288 AOS= 0.150 mm.THE FABRIC SHALL OVERLAP A MINIMUM OF 300 mm ATTHE WRAP AND SHALL BE SECURED WITH STRING OR WIREFOR BACKFILLING. THE COST FOR THE MATERIALS AND LABOR2 #13 BARS, 1275 mm LONGSHALL BE ABSORBED.PLAN OF INLET BASEBARS "C"4. THE CONTRACTOR HAS THE OPTION TO PROVIDEGRATE NO. 1 OR GRATE NO. 2 AS SHOWN ON SHEET IG-1.5. CONCRETE SHALL BE CLASS "B" CONCRETE ANDREINFORCING STEEL SHALL BE DEFORMED BARS.75 75SECTION A-A1001252 #13 BARS, 475 mm LONGBARS "H", HANDLE(IF PRECAST)BAR DETAILSDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONIITYPE II MEDIAN INLETISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLAN(OVER 1300-mm PIPE)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERMI-2ASHEET NUMBER6310RDEPAR TMENTO FT RANSPOTATI O N

IITYPE I INLETIITYPE II INLETSTATEMISS.PROJECT NO.B900BAR "R""R", #13 BARS"S", #13 BARS725925"A", 2 #13 BARS"B", 4 #13 BARS"L", 4 #13 BARS750900550275725BAR "B"900BAR "C"INLET QUANTITIESEACH ADDED METERV2 #13 BARS, 1275 mm LONG350BARS "L"INLETTYPECONC.3(m )STEEL(kg)CONC.3(m )STEEL(kg)VBOX CULVERT SPAN1100ABAR "S"BOPENOPENPLANBAR "R"ABAR "S"BARS "Q"BARS "R" & "S"H + T-12515014 #13 BARS @ (H+T+25) LONGBARS "Q"BAR DETAILSBAR "A"BAR "H"BAR "C"BARS "A", "B" & "L"+340 R1 #13 BAR, 2150 mm LONGBAR "K"1100150 120 560 120 150 150 6001506+ 6+GROUTBAR "B"(ABSORBED ITEM)BAR "B"75 751251002 #13 BARS, 475 mm LONGBARS "H" (HANDLE)(IF PRECAST)BAR DETAILSBAR "H"490BARS "C"250150BARS "B"1001504 #13 BARS, 250 mm LONG90BARS "F"90080 80BAR "A"GROUT(ABSORBED ITEM)BAR "C"590(IF PRECAST)BARS "L"PLAN OF INLETBARS "B"BAR "B"BAR "C"G110054744551 51BTC-P4*IIITYPICAL @ CORNERS ONLY0.071 8.0 0.510 35.70.327FLOW* *7242213.9NOTE: 150-mm MINIMUM HEIGHT INLET WITH ANASSUMED BOX CULVERT THICKNESS (T) OF 150 mm.71 64 64 64 64 64 64 7110TYP.BARS "S"900150 600150BARS "R"80 @ 150+ 80-BARS "Q"90BARS "S"T H (VAR.)(150 MIN.)BARS "R"1501201100560 120BARS "S"@ 150+-150BARS "R"300300CONSTRUCTIONJOINTPERMISSIBLE775450-mm PIPEBAR "B"GROUT(ABSORBED ITEM)GEOTEXTILE FABRICREQUIRED (ABSORBEDITEM) ( SEE NOTE 3)CONCRETECOLLAR450-mm PIPE775300300600GENERAL NOTES:PLAN OF GRATE NO.11. QUANTITIES SHOWN WILL BE THE BASIS OF PAYMENTUNLESS AUTHORIZED MODIFICATIONS ARE MADE.2. ANY STACK PIPE WHICH MUST BE CUT OFF WILL BEPAID FOR AT PIPE LENGTH AS THOUGH INSTALLED.3. EACH STACKED PIPE JOINT SHALL BE WRAPPED WITHGEOTEXTILE FABRIC 600 mm WIDE, AASHTO M 288AOS = 0.150 mm. THE FABRIC SHALL OVERLAP A MINIMUMOF 300 mm AT THE WRAP AND SHALL BE SECUREDBARS "Q"WITH STRING OR WIRE FOR BACKFILLING. THE COSTFOR THE MATERIALS AND LABOR SHALL BE ABSORBED.CONSTRUCTION JOINT PERMISSIBLETOP SLABOF CULVERTBOX CULVERTWALLVBAR "K"BARS "F"150CBARS "F"C4. THE CONTRACTOR HAS THE OPTION TO PROVIDEGRATE NO. 1 OR GRATE NO. 2 AS SHOWN ON SHEET IG-1.5. CONCRETE SHALL BE CLASS "B" CONCRETE ANDREINFORCING STEEL SHALL BE DEFORMED BARS.295 RSECTION A-ASECTION B-BVAR. HEIGHTWALLVBOX CULVERTSECTION C-C775225 RBAR "K"BARS "F"WALLVPLAN OF CONCRETE COLLARDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANMEDIAN INLETSFORBOX CULVERTSII(TYPE I AND II )OCTOBER 1, 1998IIMETRICMISSISS IPPIWORKING NUMBERMI-3SHEET NUMBER6311RDEPAR TMENTO FT RANSPOTATI O N

B724STATEMISS.PROJECT NO.2250A1275 1275BFLOWCC900150 600150OPENPAVED APRON SHOWNWITH DITCH PLUG.WHEN IN SAG, PAVEDAPRON WILL BE SIMILARON BOTH SIDES OF THEINLET.375 375AF DITCH LYTYPICAL @ CORNERS ONLYBTC-P41501:654712544551 51BARS "B"2271 64 64 64 64 64 64 71G547 547110010PLAN OF GRATE NO. 1901430BARS "A"BAR "C"TYP.D90150BARS "B"D (OR RISE) 200TPIPESIZE450600560 X 345BAR"U1""U2""U4"SIZE"U5"#13"A"#13#13"U3"#13#13#13Z525585710775QUANTITIESCONC.Y T3(m )450615345800637563BAR LIST450 600 560 X 345NO. @ LG. Z NO. @ LG. Z NO. @ LG.1 @ 18501 @ 19701 @ 22201 @ 23506757358609250.4880.5530.4245 #13 BARS, (2Z + 800) LONG5 @ 1350Z23.224.622.31 @ 21501 @ 22701 @ 25201 @ 26505 @ 13504254856106751 @ 16501 @ 1770650 1 @ 2100 800 1 @ 2400 550 1 @ 1900--BARS "U"BAR DETAILSPIPE SIZESTEEL(kg)--1 @ 20201 @ 21505 @ 13501500 9001500T"B"#13--4 @ 8254 @ 825--4 @ 8253900150"C"#13--2 @ 13752 @ 1375--2 @ 1375PLANBARS "U1" - "U5" @ 330+-NOTE: TWO (2) GRATES REQUIRED.501001:10 SLOPESECTION C-CDGENERAL NOTES:600-mm PIPECULVERT SHOWN9001. QUANTITIES SHOWN WILL BE THE BASIS OF PAYMENT UNLESSAUTHORIZED MODIFICATIONS ARE MADE.2.THE CONCRETE SHALL BE CLASS "B" CONCRETE AND150 X 150 - W1.4 X W1.4 OR150 X 150 - D1.4 X D1.4 WIREMESH (NOT A PAY ITEM)BAR "C"80706007080BAR "C"3.REINFORCING STEEL SHALL BE DEFORMED BARS.THE CONTRACTOR HAS THE OPTION TO PROVIDE GRATE NO. 1OR GRATE NO. 2 AS SHOWN ON SHEET IG-1.SECTION A-ABARS "B"34. 0.877 m CLASS "C" CONCRETE REQUIRED FOR PAVED APRON(PAID FOR UNDER THE APPROPRIATE PAY ITEM FOR CONCRETEPAVED DITCH).100DITCH F.L. TO INVERTPIPE SIZE H (MIN.)450 500600 662560 X 345 3951:6HSECTION B-BF DITCHL1:6BARS "A"450, 600 OR560 X 345-mm PIPE(560 X 345 SHOWN)SECTION D-DBAR "U5"BARS "A"DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONMEDIAN INLET(FLUSH WITH FORESLOPE)ISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERMI-4SHEET NUMBER6312RDEPAR TMENTO FT RANSPOTATI O N

Y75200B724STATEMISS.PROJECT NO.A24001200 1200FLOWPAVED APRONC900150 600 150OPEN750CA547BTC-P444551 51TYPICAL @ CORNERS ONLY14452271 64 64 64 64 64 64 71G10PLAN OF GRATE NO. 1547 547TYP.D90QUANTITIESPIPESIZEY TCONC.3(m )STEEL(kg)45060044060063750.4940.52623.525.1560 X 345 340 63 0.400 22.58005 #13 BARS, (2Z + 800) LONGBARS "U"BAR DETAILSBAR LISTBARPIPE SIZE450 600 560 X 345Z750BARS "B"SIZEZNO. @ LG.ZNO. @ LG.ZNO. @ LG.1501100"U1"#135601 @ 19207251 @ 22504601 @ 1720125"U2"#136001 @ 20007751 @ 23505101 @ 1820B3000F DITCH L90150T"U3"#13"U4"#13660 1 @ 2120 810 1 @ 2420 560 1 @ 19207001 @ 22008601 @ 25206001 @ 200010050PLAN1:10 SLOPEDITCH PLUGBARS "B"BARS "A"BAR "C"150D (OR RISE)T"U5"#13750 1 @ 2300 910"A"#13-- 5 @ 1400"B"#13-- 4 @ 825"C"#13-- 2 @ 1400NOTE: TWO (2) GRATES REQUIRED.1 @ 26205 @ 14004 @ 8252 @ 1400650------1 @ 21005 @ 14004 @ 8252 @ 1400DITCH F.L. TO INVERTPIPE SIZE H (MIN.)450 494600 656HBARS "U1" - "U5"SECTION C-CDGENERAL NOTES:560 X 3453891. QUANTITIES SHOWN WILL BE THE BASIS OF PAYMENT UNLESS900AUTHORIZED MODIFICATIONS ARE MADE.150 X 150 - W1.4 X W1.4 OR150 X 150 - D1.4 X D1.4 WIREMESH (NOT A PAY ITEM)SECTION A-ABAR "C"80706007080BAR "C"2.3.THE CONCRETE SHALL BE CLASS "B" CONCRETE ANDREINFORCING STEEL SHALL BE DEFORMED BARS.THE CONTRACTOR HAS THE OPTION TO PROVIDE GRATE NO. 1OR GRATE NO. 2 AS SHOWN ON SHEET IG-1.100F DITCHLBARS "B"34. 0.597 m CLASS "C" CONCRETE REQUIRED FOR PAVED APRON(PAID FOR UNDER THE APPROPRIATE PAY ITEM FOR CONCRETEPAVED DITCH).1:61:6600-mm PIPECULVERT SHOWNSECTION B-BBARS "A"450, 600 OR560 X 345-mm PIPE(560 X 345 SHOWN)SECTION D-DBAR "U5"BARS "A"DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONMEDIAN INLET(FLUSH WITH DITCH PLUG)ISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERMI-4ASHEET NUMBER6313RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.GRATE NO. 1 GRATE NO. 2BD72472451 44551A A C C71 64 64 64 64 64 64 71225472213 R (TYP.)6441964547TYPICAL @ CORNERS ONLYBTC-P4B10TYP.D7 EQUALLYSPACED BEAMSGPLAN OF GRATE NO. 1 PLAN OF GRATE NO. 2724GENERAL NOTES:7241. BASIS OF PAYMENT WILL BE 115 kg OF GRATING22 (TYP.) 71 6464 71 22 (TYP.)22 TYP.7 EQUALLYSPACED BEAMSFOR EITHER GRATE.2. GRATE NO.190219 TYP.902VAR.(90 TO 127)THE GRATE MAY BE WELDED STEEL (ASTM A 588M) ORSTEEL CASTING (AASHTO M 192M, CLASS 620). STEEL CASTINGSHALL BE GALVANIZED (AASHTO M 111).3. GRATE NO.2THE GRATE SHALL BE DUCTILE IRON (ASTM A 536, GRADE 80-55-06).SECTION A-ASECTION C-C5479054744551 51SECTION B-B127903764 209.5209.5 642 60 211.5 211.5 60 2543SECTION D-DDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONDETAILS OF GRATESFOR MEDIAN INLETSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERIG-1SHEET NUMBER6314RDEPAR TMENTO FT RANSPOTATI O N

GGRATE NO. 1 - ALTERNATE #1TYPICAL @ CORNERS ONLYBTC-P45478TYP.GRATE NO. 1 - ALTERNATE #2NOTE: PLAN DIMENSIONS FOR ALTERNATE #2ARE IDENTICAL TO THAT OF ALTERNATE #1263-mm R (TYP.)BGRATE NO. 210 BEAMS3-mm R(EQUALLY SPACED)(TYP. ALL4 CORNERS)222STATEMISS.PROJECT NO.AS SHOWN ON THE FIGURE AT LEFT.22-mm X 50-mm END BAR547AA2622(TYP.)B1616 16418226 262216180180216SECTION B-B792792216 180 180216182 1626164 16 164 16 182265022 22372 37222394394356 356C L505014625(TYP.)22DETAIL "A"543A792456(3 SPACES @ 152 mm O.C.)ADETAIL "B"A13506919(TYP.)19222214629(TYP.)PLAN222925(TYP.)62 42362(9 SPACES @ 47 mm O.C.)PLAN69CROSS BARSALT. 1: 6 mm X 13 mm X 547 mmALT. 2: 13 mm DIA.19PLAN13-mm DIA. BARS66-mm X 13-mm X 547-mm BAR22-mm X 44-mm BARS133838442225 29(TYP.)2922(TYP.)25(TYP.)2916SECTION A-A29SECTION A-ASECTION A-A132 12 222-mm X 50-mm END BARS22-mm X 44-mm BAR68TYP.56TYP.22-mm X 44-mm BAR6-mm X 13-mm X 547-mm BARDETAIL ADETAIL A DETAIL B DETAIL B8TYP.22-mm X 50-mm BARSTYP.1313-mm DIA. BAR22-mm X 50-mm BARGENERAL NOTES:1. BASIS OF PAYMENT WILL BE 90 kg OF GRATINGFOR EITHER GRATE.2. GRATE NO. 1THE GRATE MAY BE WELDED STEEL (ASTM A 588M)OR STEEL CASTING (AASHTO M 192M, CLASS 620).3. GRATE NO. 2THE GRATE SHALL BE DUCTILE IRON (ASTM A 536,GRADE 80-55-06).DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANDETAILS OF GRATESFOR GUTTER INLETSOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERIG-2SHEET NUMBER6315RDEPAR TMENTO FT RANSPOTATI O N

505019505019STATEPROJECT NO.GTYPICAL @ CORNERS ONLYBTC-P48TYP.C16-mm DIA. HOLE TO ANCHORFRAME TO END WALLS WITHMISS.547CURB & GUTTER13-mm DIA. DOWEL, 75+ mm-LONG (BOTH ENDS).QUANTITIESA792146 456146(3 SPACES @ 152 mm O.C.)22-mm X 50-mm END BAR42362(9 SPACES @ 47 mm O.C.)22A62CROSS BARSALT. 1: 6 mm X 13 mm X 547 mmBINLET CURBCURB & GUTTERCB336 330 3361002PIPESIZE450600560 X 345MIN.DEPTHTO F.L.ACCORDING TO ADDITIONAL HEIGHT.4. MASS OF FRAME CASTING = 111 kg.MASS OF GRATE = SEE SHEET IG-2."C", #13 BARS940"D", #13 BARS850MIN. DEPTH INLETBAR LISTPIPEOPENINGCONC. STEEL DEDUCTION3(m )(kg)3(m )BARS "A" BARS "B" BARS "C" BARS "D"T#13 #13 #13 #13813 0.556 24.6 0.039 63 2 @ 1275 4 @ 1075 10 @ 940 10 @ 850975 0.599 25.6 0.066 75 2 @ 1450 4 @ 1250 10 @ 940 10 @ 850708 0.500 21.4 0.039 63 2 @ 1170 4 @ 970 9 @ 940 8 @ 850NOTES: 1. ONE (1) PIPE OPENING HAS BEEN DEDUCTED FROM THE STRUCTURE.2. FOR EACH ADDITIONAL METER OF INLET HEIGHT, ADD 0.584 m CLASS "B"CONCRETE AND 19.4 kg REINFORCING STEEL.3. 9 BARS "C" AND 6 BARS "D" REQUIRED PER EACH ADDITIONALMETER OF INLET HEIGHT. LENGTH OF BARS "A" & BARS "B" WILL BE INCREASED3D (OR RISE) + 2T + 475D (OR RISE) + 2T + 275PLAN OF GRATE NO.1NOTE: FOR OTHER GRATE DETAILS SEE SHEET IG-2.ALT. 2: 13 mm DIA.PLAN OF INLET908283 4751501020BARS "C" & "D""A", 2 #13 BARS"B", 4 #13 BARS225225150 720150BARS "A" & "B"59119 5531920025CURBBAR DETAILS83 475835858757SECTION B-B(FRAME)836D (OR RISE)VAR.T(200 MIN.)BAR "A"BAR "D"BARS "C"BAR "D"BARS "C"BAR "B"H[D (OR RISE) + 2T + 450] MIN.BARS "C"BARS "D" BARS "D"D (OR SPAN)BAR "A"GENERAL NOTES:1. QUANTITIES SHOWN WILL BE THE BASIS OF PAYMENT UNLESS AUTHORIZEDMODIFICATIONS ARE MADE.2. CONCRETE SHALL BE CLASS "B" CONCRETE ANDREINFORCING STEEL SHALL BE DEFORMED BARS.3. THE CONTRACTOR HAS THE OPTION TO PROVIDE GRATE NO. 1OR GRATE NO. 2 AS SHOWN ON SHEET IG-2.4. FRAME TO BE GRAY IRON CASTING, (AASHTO M 105, CLASS 30).1979819ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.83 7208358 581002SECTION C-C(FRAME)150TBAR "D"BAR "C"SECTION B-BBARS "D"BAR "C"SECTION C-CBARS "D"DATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONGUTTER INLET FORTYPE 2 CURB0(OUTLET 90 TO ROADWAY)ISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGI-1SHEET NUMBER6316RDEPAR TMENTO FT RANSPOTATI O N

505050195019STATEPROJECT NO.MISS.GTYPICAL @ CORNERS ONLYBTC-P48TYP.QUANTITIES547MIN. DEPTH INLETPIPEBARS/SIZESA792146 456146(3 SPACES @ 152 mm O.C.)6222-mm X 50-mm END BAR423(9 SPACES @ 47 mm O.C.)6222ACROSS BARSALT. 1: 6 mm X 13 mm X 547 mmBAR "U1"CURB &GUTTERBBAR "U2"DETAIL OFMINIMUM HEIGHTINLETINLET CURBC16-mm DIA. HOLE TO ANCHORFRAME TO END WALLS WITH13-mm DIA. DOWEL, 75+ mm-LONG (BOTH ENDS).B336 330 3361002PIPESIZE450600750900105012001350150016501800560 X 345725 X 460920 X 5701110 X 6751300 X 7951485 X 9151650 X 10151855 X 11452235 X 1370MIN. OPENING"A" "B" "C" "D" "E" "U1" "U2"CONC. STEELDEPTHDEDUCTION T3(m ) (kg)#13 #13 #13 #13 #13 #13 #13TO F.L.3(m )NO. @ LGTH.NO. @ LGTH.NO. @ LGTH.NO. @ LGTH.NO. @ LGTH. NO. @ LGTH. NO. @ LGTH.8381000116313251488165018131975213823007338609831100123313651478162018700.7090.9181.1471.3981.6711.9652.2802.6182.9763.3560.7220.8911.1201.3681.6311.9222.2022.5553.28330.035.039.145.050.054.159.165.071.075.030.336.140.343.549.653.759.562.973.1NOTES: 1. NO PIPE OPENINGS HAVE BEEN DEDUCTED FROM QUANTITY SHOWN.MASS OF GRATE = SEE SHEET IG-2.0.0390.0660.1010.1430.1920.2480.3110.3820.4590.5450.0390.0630.0940.1350.1790.2320.2870.3560.5026375881001131251381501631756375881001131251381501754 @ 15004 @ 18504 @ 22004 @ 25504 @ 29004 @ 32504 @ 36004 @ 39504 @ 43004 @ 46504 @ 15104 @ 18354 @ 21904 @ 25354 @ 29004 @ 32504 @ 35704 @ 39504 @ 465534 @ 11004 @ 12754 @ 14504 @ 16254 @ 18004 @ 19754 @ 21504 @ 23254 @ 25004 @ 26754 @ 10004 @ 11354 @ 12704 @ 14004 @ 15504 @ 16904 @ 18154 @ 19704 @ 224510 @ 94012 @ 94013 @ 94016 @ 94018 @ 94019 @ 94021 @ 94024 @ 94027 @ 94028 @ 94010 @ 94013 @ 94014 @ 94014 @ 94017 @ 94018 @ 94021 @ 94021 @ 94025 @ 9402 @ 8252 @ 8252 @ 8252 @ 8252 @ 8252 @ 8252 @ 8252 @ 8252 @ 8252 @ 8252 @ 8252 @ 8252 @ 8252 @ 8252 @ 8252 @ 8252 @ 8252 @ 8252 @ 8256 @ 10256 @ 12006 @ 13756 @ 15506 @ 17256 @ 19006 @ 20756 @ 22506 @ 24256 @ 26006 @ 11356 @ 13256 @ 15456 @ 17606 @ 19756 @ 21856 @ 23756 @ 26006 @ 30352. FOR EACH ADDITIONAL METER OF INLET HEIGHT, ADD 0.584 m CLASS "B" CONCRETE AND 19.4 kg REINFORCING STEEL.3. 9 BARS "C" AND 6 BARS "D" REQUIRED PER EACH ADDITIONAL METER OF INLET HEIGHT. LENGTH OF BARS "B"WILL INCREASE WITH ADDITIONAL HEIGHT.4. MASS OF FRAME CASTING = 111 kg.1 @ 14901 @ 14901 @ 14901 @ 14901 @ 14901 @ 14901 @ 14901 @ 14901 @ 14901 @ 14901 @ 14901 @ 14901 @ 14901 @ 14901 @ 14901 @ 14901 @ 14901 @ 14901 @ 14901 @ 11401 @ 11401 @ 11401 @ 11401 @ 11401 @ 11401 @ 11401 @ 11401 @ 11401 @ 11401 @ 11401 @ 11401 @ 11401 @ 11401 @ 11401 @ 11401 @ 11401 @ 11401 @ 1140ALT. 2: 13 mm DIA.PLAN OF GRATE NO.1591836NOTE: FOR OTHER GRATE DETAILS SEE SHEET IG-2.19 553191979819D (OR SPAN)CURB &GUTTERCPLAN OF INLET83 47583585875783 7208358 581002D (OR RISE) +2T+300+2T-175225225D (OR RISE) + 2T + 300SEE DETAIL ABOVEFOR MINIMUMHEIGHT INLETD (OR SPAN) + 2T + 520D (OR SPAN) 283 475+2T-388225200BAR "U1"25VAR.(0 MIN.)BAR "D"15040SECTION B-B(FRAME)1501020720CURB150BAR "C"BAR "D"BAR "D"40BAR "U1"BAR "U2"SECTION C-C(FRAME)GENERAL NOTES:1. QUANTITIES SHOWN WILL BE THE BASIS OF PAYMENT UNLESS AUTHORIZEDMODIFICATIONS ARE MADE.2. CONCRETE SHALL BE CLASS "B" CONCRETE ANDREINFORCING STEEL SHALL BE DEFORMED BARS.VAR."U1"(275 MIN.)4 #13 BARS,4 #13 BARS,[D (OR RISE) +D (OR SPAN)+4T+350] LONG[D (OR RISE)+2T+525] LONG"U2" VAR.(100 MIN.)BARS "A"BARS "B""C", #13 BARS"D", #13 BARS940825940"E", #13 BARS D (OR SPAN) +2T+4501 #13 BAR EACH, VAR. LENGTHBARS "U1" & "U2"BARS "C", "D" & "E"BAR DETAILSD (OR RISE) + 2T + 375150D (OR RISE)T T 75150BAR "A"40BAR "C"75MIN.40SECTION B-BBARS "C"BAR "U2"BAR "E"110110D (OR SPAN)BARS "C"275+ O.C.-BAR "E"40BAR "B"HD (OR RISE) + 2T + 475 MIN.BAR "E"BARS "E"BARS "A"BARS "C"BARS "E"SECTION C-CBAR "E"3. THE CONTRACTOR HAS THE OPTION TO PROVIDE GRATE NO. 1OR GRATE NO. 2 AS SHOWN ON SHEET IG-2.4. FRAME TO BE GRAY IRON CASTING, (AASHTO M 105, CLASS 30).DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONGUTTER INLET FORTYPE 2 CURB STORMSEWER ALONG ROADWAYISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERGI-1ASHEET NUMBER6317RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.100600(APRON)1100600(APRON)TYPICAL #13 BARS, 750 mm LONG, SPACED 450 mm ON CENTER(REQUIRED WHERE PAVED DITCH IS USED. NOT APAY ITEM).CB200FLOWSECTION A-ANOTE: APRON REINFORCEMENT & SOLIDSOD NOT SHOWN (SEE SECTION C-C).1500600C L(APRON)600600FLOWAC MEDIANLFLOW1:6 SLOPE1:6 SLOPEC MEDIANLFLOWA600 9006001:10 SLOPE1:10 SLOPECB1100600 600GENERAL NOTES:SOLID SODOR DITCH LINER(TYPICAL)HALF SECTION A-A SHOWING DITCH PLUGPLAN OF INLET & PAVED APRON1. CONSTRUCTION JOINTS TO BE TIED WITH 5 #13 BARS,750 mm LONG, SPACED 450 mm ON CENTER. EXPANSION JOINTWILL NOT BE USED. CHAIR SUPPORTS FOR THE WIRE MESHWILL NOT BE REQUIRED. HOWEVER, THE CONTRACTOR SHALLPLACE THE WIRE MESH IN A SATISFACTORY AND WORKMANLIKEMANNER TO ENSURE THAT THE FINAL POSITION ISREASONABLY NEAR THE POSITION INDICATED.2. PAVED APRON TO BE CONSTRUCTED AND PAID FOR INACCORDANCE WITH THE REQUIREMENTS FOR PAVED DITCHES.33. 0.388 m CLASS "C" CONCRETE REQUIRED.4. QUANTITY SHOWN WILL BE USED AS THE BASIS FORFINAL PAYMENT UNLESS AUTHORIZED MODIFICATIONS600900600ARE MADE.(APRON)100100(APRON)600 600 600 6009001:6 SLOPE 1:6 SLOPE1:61:675FLOW LINE(MEDIAN DITCH)1:6 SLOPESOLID SODOR DITCH LINER(TYPICAL)50501001:6 SLOPESOLID SODOR DITCH LINER(TYPICAL)ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.SECTION B-BNOTE: APRON REINFORCEMENT & SOLIDSOD NOT SHOWN (SEE SECTION C-C).FINISH GRADE OF PAVED DITCH SHALL BE 75 mmBELOW FINISH GRADE OF SLOPE AS SHOWN.SECTION C-C150 X 150 - W1.4 X W1.4 OR150 X 150 - D1.4 X D1.4 WIREMESH (NOT A PAY ITEM)DATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONPAVED INLET APRONANDMEDIAN DITCH PLUGISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERPA-1SHEET NUMBER6318RDEPAR TMENTO FT RANSPOTATI O N

30150VAR.1500BARS "A", "B" & "C"- #13BARS SPACED 150 mm ONCENTER. BARS "E"- #13 SPACED300 mm ON CENTER.CB150AWBARS "A"6006-mm JOINT EXCEPTWHERE EXPANSIONJOINT FALLS.BEGIN INLET1501500150 150WSTATEMISS.WING APRONPROJECT NO.DWIDTHOF 150CURBDBAR "H" (SEESECTION C-C)15040150BAR "H"161.55"E5""E4""E3"150 R #19 BARS "D"6-mm JOINTC"E2""C1""C2""C3""C4"B150E"E1"95 R150EABARS "B"BARS "H"NORMALGUTTER LINEBARS "J"SEE DETAIL#13 BARS "F"(SEE SECTION B-B)15025GUTTER LINEAT THIS POINTGUTTER LINE50150145GUTTER LINEBARS "G", #13 DEFORMED BARS750 mm LONG TO ANCHORWING OF INLET TO PAVEMENT.(SEE SECTION C-C)TOP OF CURB100 11514075BARS "H"NORMAL GUTTER LINEGUTTER LINE AT INLETSIDE WALLOF INLET715(MIN.)SECTION E-ENOTE: SHOWS CONNECTION BETWEENSIDE WALL OF INLET AND WING WALL.TOP OF PIPE13-mm STEEL RINGWITH 100-mm INSIDE DIA.HALF PLANNOTE: SHOWS STEEL IN BOTH INLET & WINGCOVER. FOR METHOD OF ANCHORING INLET WINGSTO PAVEMENT, SEE SECTION C-C.11525 R25 R14511525 R145ELEVATION7540 R30R40 R50ROADWAY PAVEMENTOR COMBINATIONCURB AND GUTTERMIN.HEIGHTH(mm)126513541441152816151704179119652315450NORMALCROWNLINE25DTT115GUTTER LINE75D + TCYCLOIDCURBBARS "A"CONSTRUCTIONJOINT50TOP OF PIPEGROUT TO DRAIN(NOT A PAY ITEM)SECTION A-ANONENONENONENONENONENONENONENONENONE14 29’05"555555555BARS "B"INLETCOVER444556671056.2538.7561.25170TYPE 1BARS "H"333333333888888888NORMAL CROWNLINECURB TYPES10101010101010101025ROADWAY PAVEMENTOR COMBINATIONCURB AND GUTTERDIMENSIONS QUANTITIES STEEL IN INLET, CURB AND INLET COVERWALLTHICKT(mm)50576369758288100125DIA. OFPIPED(mm)3003754505256006757509001200600600675750850925102512001550300100(MIN.)WCONCRETE(mm)(m )1.021.061.091.211.301.391.491.692.18150 600150BARS"D"150MINIMUM DEPTHSTEEL30100208.753 3(kg)67.367.367.769.770.772.273.275.781.9261.25(MIN.)(MIN.)90030150100150225115101010101010101010TYPE 3JOINTNORMALCROWN LINECYCLOIDCURBCONSTRUCTIONEACH ADDED METER DEDUCT BARS "A" BARS "B" BARS "D" BARS "F" BARS "G" BARS "H" BARS "J"CONCRETE(m )0.4500.4500.4730.4950.5250.5480.5780.6300.735STEEL(kg)75(MIN.)FOR EACHOPENING3(m )0.0190.0280.0390.0500.0660.0820.1010.1430.248176.25NO. LGTH. NO. LGTH. NO. LGTH. NO. LGTH. NO. LGTH. NO. LGTH. NO. LGTH. BAR NO. LGTH.8008008759501050112512251400175020650650650650650650650650650375(MIN.)382538253825397540504125420043504725715(MIN.)H = D + 2T + 865#13 #13 #19 #13 #13 #19 #132252252252252252252252252257507507507507507507507507505225225225225225225225225225222222222825825825825825825825825825450 150 600150450C1C2C3C4E1E2E3E4E5GUTTER LINE22222222250#13 DEF. BARS "F",225 mm LONG,75 mm O.C.STEEL IN BOTHWING COVERS37575011251400170014501200950700BARS "D"30100900BARS "A"200SECTION B-BNORMALCROWN LINEROADWAY PAVEMENT ORINLET COVER300BARS "B"NOTE: SHOWS METHOD OF ANCHORING SUPPORTSFOR CURB AND INLET COVER TO WALL OF INLET.COMBINATION CURB AND GUTTER22511561.25450176.25#19 (DOWELS)BARS "H", 225 mm LONG,11575GUTTERSECTION D-DLINENORMALCROWN LINEROADWAY PAVEMENT ORCOMBINATION CURB AND GUTTER2 IN EACH SIDE & 2 IN BACK.150301157515038.75BARS "D"GUTTERLINEGENERAL NOTES:CYCLOIDCURB150 150BARS "C"BARS "G"SECTION C-CDETAIL OF HANDLE FOR INLET COVERNOTE: TWO REQUIRED FOR INLET COVER.BARS "E"INLETWINGNOTE: WING COVERS MAY BE PRECAST.WINGCOVER1. MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCEWITH THE STANDARD SPECIFICATIONS OF THEMISSISSIPPI DEPARTMENT OF TRANSPORTATION.2. THE QUANTITIES SHOWN WILL BE USED ASTHE BASIS FOR FINAL PAYMENT UNLESSAUTHORIZED MODIFICATIONS ARE MADE.DATE REVISION BYBAR "J"- #13STORM SEWER INLETTYPE SS-111525-mm HOLETO RECEIVEBAR "H"BAR "H" #19DEFORMED BARALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSS-1SHEET NUMBER6319RDEPAR TMENTO FT RANSPOTATI O N

150VAR.1500BARS "A", "B" & "C"- #13BARS SPACED 150 mm ONCENTER. BARS "E"- #13 SPACED300 mm ON CENTER.CB150AWBARS "A"6006-mm JOINT EXCEPTWHERE EXPANSIONJOINT FALLS.BEGIN INLET1501500150 150WSTATEMISS.PROJECT NO.BARS "B"TOP OF CURBDWIDTHOF 150CURBD15040150161.55"E5""E4""E3""E2"150 R #19 BARS "D"6-mm JOINTC BHALF PLAN"C1""C2""C3""C4"150E"E1"95 R150EA#13 BARS "F"(SEE SECTION B-B)150NORMALGUTTER LINE25GUTTER LINEAT THIS POINTGUTTER LINE50150145GUTTER LINEBARS "G", #13 DEFORMED BARS750 mm LONG TO ANCHORWING OF INLET TO PAVEMENT.(SEE SECTION C-C)100 11514075TOP OF PIPENORMAL GUTTER LINEGUTTER LINE AT INLET715(MIN.)7515015011525 R25 R170145NORMAL CROWNLINE25 11525 R145ROADWAY PAVEMENTOR COMBINATIONCURB AND GUTTERSECTION D-D5150 115 145NOTE: SHOWS STEEL IN BOTH INLET & WINGCOVER. FOR METHOD OF ANCHORING INLET WINGSTO PAVEMENT, SEE SECTION C-C.ELEVATIONROADWAY PAVEMENT900TYPE 1TYPE 3OR COMBINATIONCURB AND GUTTER150 600150CURB TYPESINLETBARS "D" CURB COVERBARS "B"CURB150 VARIABLE 150100300(MIN.)150208.75 100(MIN.)D + T 261.25(MIN.)BARS "A"TOP OF PIPEGROUT TO DRAIN(NOT A PAY ITEM)75(MIN.)150145570(MIN.)715(MIN.)H = D + 2T + 865900150 600150INLETBARS "B"BARS "D" CURB COVERBARS "A"BARS "F"ROADWAY PAVEMENTOR COMBINATIONCURB AND GUTTERPERMISSIBLECONSTRUCTIONJOINT255 145#19 BARS REQUIREDWHERE CONSTRUCTIONJOINT IS USED.CONCRETE TO BE REMOVEDAS SHOWN AND HOLE TOBE FILLED WITH PORTLANDCEMENT MORTAR.+ 100-BARS "B"BARS "A"DETAIL SHOWING METHODOF LIFTING INLET COVERNOTE: CONCRETE TO BE REMOVED DEEPLYENOUGH UNDER BAR "B" TO PERMITENTRANCE OF HOOK OR OTHER LIFTINGDEVICE. (FOUR REQUIRED PER INLET COVER)INLETCOVERWINGBARS "D"COVERBARS "C"BAR "E"BARS "G"ROADWAY PAVEMENTINLETOR COMBINATIONWINGCURB AND GUTTERSECTION C-CGENERAL NOTES:1. MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE145150SECTION B-BWITH THE STANDARD SPECIFICATIONS OF THEMISSISSIPPI DEPARTMENT OF TRANSPORTATION.SECTION A-A2. THE QUANTITIES SHOWN WILL BE USED ASTHE BASIS FOR FINAL PAYMENT UNLESSAUTHORIZED MODIFICATIONS ARE MADE.MIN.HEIGHTH(mm)1265135414411615179119652315DIMENSIONS QUANTITIES STEEL IN INLET, CURB AND INLET COVERSTEEL IN BOTHWALL DIA. OFMIN. DEPTH EACH ADDED METER DEDUCT BARS "A" BARS "B" BARS "D" BARS "F" BARS "G"THICKT(mm)PIPE WDCONCRETE(mm)(mm)(m )STEEL CONCRETE STEEL3 3(kg)(m )(kg)FOR EACH #13 #13 #19 #13 #13OPENING3(m )WING COVERSNO. LGTH. NO. LGTH. NO. LGTH. NO. LGTH. NO. LGTH. BAR NO. LGTH.5057633003754506006006751.1161.1291.16661.961.962.30.4500.4500.473NONENONENONE0.0190.0280.039555800800875666650650650333382538253825888225225225101010750750750C1C2C3C422223757501125140075 600 850 1.271 65.3 0.525 NONE 0.066 5 1050 7 650 3 4050 8 225 10 750 E1E222170014508810012575090012001025120015501.3581.4571.64667.870.476.60.5780.6300.735NONENONENONE0.1010.1430.2485551225140017508912650650650333420043504725888225225225101010750750750E3E4E52221200950700SIDEWALK6-mm JOINTINLET COVERWING COVER (REMOVABLE) WING COVER6-mm JOINT6-mm JOINTCURBPLAN OF INLET AND ADJACENT SIDEWALKDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONSTORM SEWER INLETTYPE SS-1AADJACENT TO SIDEWALKISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSS-1ASHEET NUMBER6320RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.DMISS.ACROSS-DRAIN PIPE1500 150 W1501500DIMENSIONSQUANTITIESADDITIONAL STEEL INMODIFIED INLETSMIN.HEIGHTH(mm)WALLTHICKT(mm)DIA. OFPIPED(mm)W(mm)X(mm)EACH ADDED DEDUCT FORMIN. DEPTHMETER OF DEPTH EACH PIPECONCRETE STEEL CONCRETE STEEL OPENING3(m ) (kg) (m 3 ) (kg) (m )3NO.BARS "K"LENGTHBARS "L"NO.LENGTH600-mm LONGITUDINAL DRAIN1615573756002251.2875.40.518NONE0.02656255800LONGITUDINAL PIPE600(STANDARD)LONGITUDINAL PIPE161516151791196523151791179117916375881001255763754506007509001200375450600600825975115015006006008252252252252252254154154151.28 75.4 0.518 NONE1.41 80.4 0.586 NONE1.63 83.0 0.629 NONE1.86 87.5 0.683 NONE2.39 96.9 0.787 NONE750-mm LONGITUDINAL DRAIN1.47 76.3 0.573 NONE1.47 76.3 0.573 NONE1.64 81.3 0.642 NONE0.0360.0620.0980.1360.2390.0260.0360.06256679556625625625625625815815815555555558001025117513501700800800102550 50179119658810075090097511504154151.752.0084.488.80.6880.739NONENONE0.0980.136678158155511751350X2315125120015004152.5798.70.843NONE0.239981551700900-mm LONGITUDINAL DRAIN1965573756005751.6777.70.622NONE0.026597568001965634506005751.6777.70.622NONE0.03659756800150BARS "K", #13196519651965758810060075090082597511505755755751.861.982.1383.586.691.50.6900.7360.787NONENONENONE0.0620.0980.136667975975975666102511751350BARS "L", #13A2315125120015005752.73 101.8 0.892 NONE1200-mm LONGITUDINAL DRAIN0.239997561700PLAN2315231557633754506006009259252.142.1481.381.30.7270.727NONENONE0.0260.03655132513258880080023157560082538.759252.3787.50.795NONE0.06261325810252315887509759252.5391.10.841NONE0.0986132581175231510090011509252.7196.40.892NONE0.13671325813502252315125120015009253.08108.50.996NONE0.2399132581700300(MIN.)363.75213.751501157550XBARS "K"GENERAL NOTES:1. PLAN SHOWN HEREON IS A MODIFICATION OF AND ADAPTABLE TO SPECIAL DESIGN INLET TYPE SS-1.2. FOR INLET DETAILS NOT SHOWN HEREON REFER TO SHEET SS-1.503. QUANTITIES SHOWN ARE FOR USE WITH 150-mm, 200-mm OR 230-mm UNIFORM CONCRETE PAVEMENT.CROSS-DRAINBARS "L" 75WHERE COMBINATION CONCRETE CURB AND GUTTER IS USED, THE CLASS "B" CONCRETE QUANTITIES3SHALL BE INCREASED BY 0.097 m /m OF GUTTER LENGTH (3 + W + 0.3) IN METERS.HPIPE4. QUANTITIES SHOWN ARE TO BE REDUCED BY VOLUME DISPLACEMENT IN CONCRETE FOR EACH PIPEOPENING AND WILL BE USED AS BASIS FOR FINAL PAYMENT FOR INLETS CONSTRUCTED AS PERSCHEDULE OF PIPE SIZES IN ABOVE TABULATION.600(STANDARD)X200X5. THE STANDARD SPECIFICATIONS ADOPTED BY THE MISSISSIPPI DEPARTMENT OF TRANSPORTATIONSHALL APPLY TO ALL ITEMS ON THIS SHEET.LONGITUDINALDTT50PIPEGROUT TODRAIN (NOTA PAY ITEM)SECTION A-A15050150BARS "K", #13200DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONSTORM SEWER INLETTYPE SS-1BISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLAN(LONGITUDINAL DRAINAGE)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSS-1BSHEET NUMBER6321RDEPAR TMENTO FT RANSPOTATI O N

BSTATEMISS.PROJECT NO.60015015001501500150600A150 300 150500150 RBARS "H"NORMALGUTTER LINEDEPRESSEDGUTTER LINETRANSITION FOR GUTTER"G1"(UPSTREAM = 900 mm PER25-mm DEPRESSION)350150BAR "E"C"G1" "G2" "G3" "G4" "G5""G6"CBTOP OF CURBWINGEXTENSIONINLETWING* *600 15015001501500150 600BAR "K"BARS "A"BARS "A""G2" "G3" "G4" "G5""G6"BARS "S"BARS "L"BARS "K"50MANHOLECOVER50BARS "J"75 RREGULAR INLETINLET WITH ONE EXTENSIONINLET WITH TWO EXTENSIONSPLAN OF INLET AND EXTENSIONSQUANTITIES FOR ONE EXTENSIONBAR "G" SCHEDULEPLANBAR "E"BARS "H"CONSTRUCTION JOINT212CONSTRUCTION JOINT500 150 300BARS "D"525150 RBARS "A"BARS "F"BAR "S"TRANSITION FOR GUTTER(DOWNSTREAM = 300 mmPER 25-mm DEPRESSION)150 150500W*100 R150015001500150015001500NOTES:1. W AND H ARE EXPRESSED IN MILLIMETERS.1500-mm INLET 3000-mm INLET 4500-mm INLETSTEEL = 0.0129W + 0.0139Y + 1.7W’ + 3.4H’ + 54.0 STEEL = 0.0129W + 0.0139Y + 1.7W’ + 3.4H’ + 103.1 STEEL = 0.0129W + 0.0139Y + 1.7W’ + 3.4H’ + 152.2CONC. = (0.0003WY + 0.495W + 0.540Y + 394)/1000 CONC. = (0.0003WY + 0.495W + 0.540Y + 1043)/1000 CONC = (0.0003WY + 0.495W + 0.540Y + 1692)/1000ADD. CONCRETE ADD. CONCRETEPER METER OF H PER METER OF WA3W m /m H m 3/mBAR SIZE LENGTH SPACING NUMBER MASS"E" #13 1700 AS SHOWN 3 5.1750 0.765 1050 0.765"G" #13 SEE SCHEDULE 275 6 14.9900 0.809 1200 0.809"H" #19 2025 AS SHOWN 5 22.71050 0.855 1350 0.855"L" #19 1425 AS SHOWN 2 6.41200 0.902 1500 0.899TOTAL STEEL FOR ONE EXTENSION = 49.1 kg1350 0.945 1650 0.9453TOTAL CONCRETE FOR ONE EXTENSION = 0.649 m1500 0.991 1800 0.991NOTE: WHERE EXTENSION IS USED WITH CONCRETE PAVEMENT,1650 1.035 1950 1.035ADD 11.9 kg OF STEEL FOR BARS "M".1800 1.081 2100 1.081BARS "B"BARS "M"1950 1.125 2250 1.125BARS "F"(SEE GENERAL2100 1.169 2400 1.171NOTE 1)2550 1.215NOTE: WING QUANTITIESARE INCLUDED ININLET QUANTITIES.W + 200550475BARS "B"125H - 500475400375325300275250125500100 RBARS "A"550575600300650675700BAR "G" LENGTH"G1" 2350"G2" 2400"G3" 2450"G4" 2525"G5" 2600"G6" 2650BAR "A" BAR "C"L = 1250 L = 1700H#13 @ 225 #13 @ 225H105012001350150016501800195021002250W=750 BILL OF REINFORCING STEEL FOR 1-1500-mm INLETNO. kg NO. kg1050 6 7.5 7 11.81200 6 7.5 7 11.81350 6 7.5 7 11.81500 6 7.5 7 11.81650 6 7.5 7 11.81800 6 7.5 7 11.81950 6 7.5 7 11.82100 6 7.5 7 11.82250 6 7.5 7 11.8BAR "A"L = 1400#13 @ 225NO. kg6 8.36 8.36 8.36 8.36 8.36 8.36 8.36 8.36 8.3BAR "S" BAR "D" BAR "F"L = 1700 L = 1700 L=2900#13 @ 300 #13 @ 300+-#19NO. kg NO. kg NO. kg5 8.4 5 8.4 5 32.45 8.4 7 11.8 5 32.45 8.4 7 11.8 5 32.45 8.4 9 15.2 5 32.45 8.4 9 15.2 5 32.45 8.4 11 18.6 5 32.45 8.4 11 18.6 5 32.45 8.4 13 22.0 5 32.45 8.4 13 22.0 5 32.4L = 1550 L = 2000 L = 1700 L = 1700H#13 @ 225 #13 @ 225 #13 @ 300 #13 @ 300+-BAR "F" BAR "J"L=2900 L=675#19 #13NO. kg NO. kg5 32.4 4 2.75 32.4 4 2.75 32.4 4 2.7BAR "J"BAR "B"L=675#13 @ 225#13NO. kg LGTH. NO. kg4444444442.72.72.72.72.72.72.72.72.71150130014501600175019002050220023507777777778.09.010.111.112.213.214.315.316.4BAR "K"#13 @ 225+-LGTH.7759251075122513751525167518251975W=900 BILL OF REINFORCING STEEL FOR 1-1500-mm INLETNO.777777777*TOTAL TOTALSTEEL CONC.BAR "C" BAR "S" BAR "D" BAR "F" BAR "J"BAR "B" BAR "K" TOTAL TOTALL = 1850 L = 1700 L = 1700 L=2900 L=675#13 @ 225 #13 @ 225+ STEEL CONC.#13 @ 225 #13 @ 300 #13 @ 300+-- #19 #13NO. kg NO. kg NO. kg NO. kg NO. kg LGTH. NO. kg LGTH. NO. kg kg m37 12.9 5 8.4 5 8.4 5 32.4 4 2.7 1150 7 8.0 775 7 5.4 86.5 1.577 12.9 5 8.4 7 11.8 5 32.4 4 2.7 1300 7 9.0 925 7 6.4 91.9 1.697 12.9 5 8.4 7 11.8 5 32.4 4 2.7 1450 7 10.1 1075 7 7.5 94.1 1.817 12.9 5 8.4 9 15.2 5 32.4 4 2.7 1600 7 11.1 1225 7 8.5 99.5 1.937 12.9 5 8.4 9 15.2 5 32.4 4 2.7 1750 7 12.2 1375 7 9.6 101.7 2.057 12.9 5 8.4 11 18.6 5 32.4 4 2.7 1900 7 13.2 1525 7 10.6 107.1 2.187 12.9 5 8.4 11 18.6 5 32.4 4 2.7 2050 7 14.3 1675 7 11.7 109.3 2.307 12.9 5 8.4 13 22.0 5 32.4 4 2.7 2200 7 15.3 1825 7 12.7 114.7 2.427 12.9 5 8.4 13 22.0 5 32.4 4 2.7 2350 7 16.4 1975 7 13.7 116.8 2.54W=1050 BILL OF REINFORCING STEEL FOR 1-1500-mm INLETBAR "A" BAR "C" BAR "S" BAR "D"NO. kg NO. kg NO. kg NO. kg1050 6 9.2 7 13.9 5 8.4 6 10.11200 6 9.2 7 13.9 5 8.4 8 13.51350 6 9.2 7 13.9 5 8.4 8 13.52. W’ = (W + 100)/300 ROUNDED TO NEAREST WHOLE NUMBER.3. Y = (H-150).4. H’= (H - 625)/300 TRUNCATED TO NEAREST WHOLE NUMBER.5. NO DEDUCTIONS ARE MADE FOR PIPE OPENINGS IN FORMULAS.BAR "B" BAR "K"#13 @ 225 #13 @ 225+-LGTH. NO. kg1150 7 8.01300 7 9.01450 7 10.1LGTH.7759251075NO.777kg5.4kg84.63 m1.456.4 90.0 1.577.5 92.2 1.688.5 97.6 1.809.6 99.8 1.9110.6 105.2 2.0311.7 107.4 2.1412.7 112.8 2.2613.7 114.9 2.37**TOTAL TOTALSTEEL CONC.kg kg m35.4 90.1 1.686.4 95.5 1.817.5 97.7 1.94NORMAL GUTTER50-mm GUTTERDEPRESSION200BAR "F"BAR "L"BARS "F"THIS PORTION OFINLET WALL TO BEOMITTED WHENEXTENSION ISCONSTRUCTED.BARS "D"CONSTRUCTIONJOINTBAR "C"150 R75BAR "A"5050BAR "B"TBARS "S"DTF LBARS "D"150 150WBAR "K"SECTION B-B150150 275 250 15075HCONSTRUCTIONJOINTCONSTRUCTIONJOINTBARS "D"INVERT200SECTION A-ANORMALGUTTER50060050-mm GUTTERBARS "H"DEPRESSIONBARS "H"1155050CONSTRUCTIONJOINTBARS "G"150 300 150150 RBARS "E"50SECTION C-C50BARS "B"CONSTRUCTIONJOINTW + 100BARS "C"150 VARIES150(SEE SECTION A-A)CAST IRONMANHOLECOVER RINGCONSTRUCTIONJOINTCORRUGATIONSTO BE: 3 mm HIGH6 mm WIDEBARS "C"425 "G6""G5""G4""G3""G2""G1"450BARS "G""G1""G2""G3""G4""G5""G6"BARS "K"BAR DETAILSCAST IRONMANHOLE COVER50820-mm DIA.HOLEH - 275102510 168 140 168 106 6SECTION THRUMANHOLE COVER35*1500165018001950210022506666669.29.29.29.29.29.2GENERAL NOTES:77777713.913.913.913.913.913.91010121214145555551. WHERE INLET OR INLET WITH EXTENSION(S) IS USED WITH CONCRETE PAVEMENT WITH INTERGRAL CURB,THE PAVEMENT IS TO BE BLOCKED OUT TO THE DIMENSIONS AS SHOWN FOR THE GUTTER PORTIONOF THE INLET OR INLET WITH EXTENSION(S). THE PORTION BLOCKED OUT SHALL BE PLACED INTEGRALTHE CONCRETE PAVEMENT AND THE INLET OR INLET WITH EXTENSION(S) SHALL BE A KEYED JOINT ASSHOWN. A SMOOTH CONSTRUCTION JOINT WILL NOT BE PERMITTED. QUANTITIES FOR BLOCKED OUTAREA OF PAVEMENT SHALL BE INCLUDED IN QUANTITIES FOR INLET OR INLET WITH EXTENSION(S).APPLY TO ALL ITEMS ON THIS SHEET.3. THE QUANTITIES SHOWN, MINUS VOLUMETRIC DISPLACEMENT OF CONCRETE BY PIPE CULVERTS THROUGHINLET WALLS, WILL BE USED AS THE BASIS OF FINAL PAYMENT UNLESS THIS PLAN IS MODIFIED.ANY DEPTHS OTHER THAN THESE SHOWN MAY BE USED WHEREVER DEEMED NECESSARY. QUANTITIESFOR OTHER DEPTHS, FALLING WITHIN THE LIMITS OF THE TABLE, MAY BE FOUND BY INTERPOLATION.BE MADE IN STEEL QUANTITIES.5555558.48.48.48.48.48.416.916.920.320.323.723.732.432.432.432.432.432.44444442.72.72.72.72.72.71600175019002050220023507777711.112.213.214.315.37 16.4NOTE: WHERE INLET IS USED WITH CONCRETE PAVEMENT, ADD 32.8 kg OF STEEL FOR BARS "M".WITH THE TOP OF THE INLET OR INLET WITH EXTENSION(S). #25 DEFORMED BARS 750 mm LONG SHALL BEPLACED ON 450-mm CENTERS AT THE CENTER OF THE PAVEMENT. THESE BARS SHALL EXTEND INTO THEGUTTER PORTION OF THE INLET OR INLET WITH EXTENSION(S) 375 mm. THE CONSTRUCTION JOINT BETWEEN2. THE STANDARD SPECIFICATIONS ADOPTED BY THE MISSISSIPPI DEPARTMENT OF TRANSPORTATION SHALL4. FOR CONVENIENCE, DEPTHS OF INLETS SHOWN IN ABOVE TABLE ARE INCREMENTS OF 150 mm. BUT5. FIELD CUT AND BEND BARS AS NECESSARY TO ACCOMMODATE STORM SEWER. NO DEDUCTIONS ARE TO1225137515251675182519757777778.59.610.611.712.713.7103.1105.3110.7112.9118.3120.42.072.202.322.452.582.71ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.DEPRESSEDSLOPENORMALTRANSVERSE SLOPE2575150150 R2125 RTHROAT DETAIL OF BARRIER CURBBACK OF CURB50-mm GUTTERDEPRESSIONDEPRESSEDSLOPENORMAL SLOPEOF GUTTER75125 R150 RTHROAT DETAIL OF ROLLED CURB25 RBACK OF CURB50-mm GUTTERDEPRESSION40CONCRETEPAVEMENTT/2 T/2404040#25 TIE BARS "M"GUTTERPORTIONOFINLETPLANDETAIL OF KEYED CONSTRUCTION JOINTSNOTE: FIELD BEND BARS "L"TO CENTER OF GUTTER SECTION53410 514102249022SECTION THRUMANHOLE COVER RINGNOTE: MASS OF RING & COVER = 35.8 kg1044DATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONSTORM SEWER STRUCTURETYPE SS-2ISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSS-2SHEET NUMBER6322RDEPAR TMENTO FT RANSPOTATI O N

5050195050194075STATEPROJECT NO.MISS.GTYPICAL @ CORNERS ONLYBTC-P48TYP.C16-mm DIA. HOLE TO ANCHOR FRAME*+ 70QUANTITIES146A A B792146456(3 SPACES @ 152 mm O.C.)54722-mm X 50-mm END BAR2222 (TYP.)29 (TYP.)TO END WALLS WITH 13-mm DIA. DOWEL,75+ mm LONG (BOTH ENDS).-B336336 33010022258 #13 BARS,0.5[D(OR SPAN)+2D(OR RISE)+6T+925] LONGVAR. (0 MIN.)D (OR RISE)+ 2T + 295BARS "A"940PIPESIZE450600750900105012001350150016501800560 X 345725 X 460920 X 5701110 X 675MIN.DEPTHTO F.L.8381000116313251488165018131975213823007338609831100MIN. DEPTH INLETCONC. STEEL3(m )(kg)0.634 32.90.814 37.91.010 41.11.218 46.11.442 51.11.680 54.21.932 59.22.199 64.22.480 67.32.775 72.40.623 33.20.791 36.20.990 41.31.189 44.5PIPEOPENINGDEDUCTION3(m )0.0390.0660.1010.1430.1920.2480.3110.3820.4590.5450.0390.0630.0940.135T637588100113125138150163175637588100"A" ’B" "C" "D" "U"#13 #13 #13 #13 #13NO. @ LGTH. NO. @ LGTH. NO. @ LGTH. NO. @ LGTH. NO. @ LGTH.8 @ 13258 @ 15908 @ 18508 @ 21158 @ 23758 @ 26408 @ 29008 @ 31658 @ 34258 @ 36958 @ 12758 @ 15108 @ 17558 @ 199512 @ 94014 @ 94014 @ 94016 @ 94018 @ 94018 @ 94020 @ 94022 @ 94022 @ 94024 @ 94012 @ 94012 @ 94014 @ 94014 @ 940BARS/SIZES2 @ 6952 @ 6952 @ 6952 @ 6952 @ 6952 @ 6952 @ 6952 @ 6952 @ 6952 @ 6952 @ 6952 @ 6952 @ 6952 @ 6956 @ 10156 @ 11906 @ 13656 @ 15406 @ 17156 @ 18906 @ 20656 @ 22406 @ 24156 @ 25906 @ 11256 @ 13156 @ 15356 @ 17504 @ 9404 @ 9404 @ 9404 @ 9404 @ 9404 @ 9404 @ 9404 @ 9404 @ 9404 @ 9404 @ 9404 @ 9404 @ 9404 @ 9401300 X 79512331.41649.60.1791138 @ 224516 @ 9402 @ 6956 @ 19654 @ 9406242362(9 SPACES @ 47 mm O.C.)CROSS BARSALT. 1: 6 mm X 13 mm X 547 mmALT. 2: 13 mm DIA.PLAN OF GRATE NO.1NOTE: FOR OTHER GRATE DETAILS SEE SHEET IG-2.CPLAN OF INLET*NOTE:4 #13 BARS, VAR. LENGTHBARS "U""B", #13 BARS940"C", 2 #13 BARS695"D", 6 #13 BARS D (OR SPAN) + 2T + 440BARS "B", "C" & "D"1485 X 915 1365 1.654 52.9 0.232 125 8 @ 2495 16 @ 9401650 X 1015 1478 1.877 57.6 0.287 138 8 @ 2715 18 @ 9401855 X 1145 1620 2.162 61.2 0.356 150 8 @ 2985 18 @ 9402235 X 1370 1870 2.745 69.5 0.502 175 8 @ 3475 20 @ 940NOTES: 1. ONE (1) PIPE OPENING HAS BEEN DEDUCTED FROM THE STRUCTURE.2. FOR EACH ADDITIONAL METER OF INLET HEIGHT, ADD 0.447 m CLASS "B"CONCRETE AND 23.3 kg REINFORCING STEEL.3. 12 BARS "B" AND 6 BARS "C" REQUIRED PER EACH ADDITIONAL32 @ 6952 @ 6952 @ 6952 @ 6956 @ 21756 @ 23656 @ 25956 @ 30254 @ 9404 @ 9404 @ 9404 @ 940*D (OR SPAN) + 2T - 255[2]BAR DETAILSMETER OF INLET HEIGHT.4. MASS OF FRAME CASTING = 111 kg.MASS OF GRATE = SEE SHEET IG-2.D (OR SPAN) + 2T + 5201020591*150 475 150*150 72015019 55319BARS "B"100BAR "B"83 475835858757SECTION B-B(FRAME)836197981983 7208358 581002SECTION C-C(FRAME)BAR "B"D (OR RISE) + 2T + 375150D (OR RISE)150T T 7540BAR "A"VAR(0 MIN.)110BAR "C"BARS "U"D (OR SPAN)BAR "D"SECTION B-BBAR "D"110BARS "B"H40BAR "A"BARS "B"[D (OR RISE) + 2T + 475 MIN.]BAR "D"BARS "C"BARS "B"BARS "D"SECTION C-CBAR "U"BARS "A"BAR "D"GENERAL NOTES:1. QUANTITIES SHOWN WILL BE THE BASIS OF PAYMENT UNLESS AUTHORIZEDMODIFICATIONS ARE MADE.2. CONCRETE SHALL BE CLASS "B" CONCRETE ANDREINFORCING STEEL SHALL BE DEFORMED BARS.3. THE CONTRACTOR HAS THE OPTION TO PROVIDE GRATE NO. 1OR GRATE NO. 2 AS SHOWN ON SHEET IG-2.4. FRAME TO BE GRAY IRON CASTING, (AASHTO M 105, CLASS 30).DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONSTORM SEWER INLETTYPE SS-3ISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSS-3SHEET NUMBER6323RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.SURFACING450BARS "D", #1930BARS "B", #13150 mm ON CENTER,500 mm LONG6-mm EXPANSION JOINTWITH PREMOLDED JOINTFILLERA6-mm EXPANSION JOINTWITH PREMOLDED JOINTFILLERNORMALBGUTTER LINE150125MISS.25 TANGENT14011550100BARS "A", #13130 mm ON CENTER,950 mm LONGGROUT TO DRAIN115450T(MIN.)D + 2T + 450(MIN.)100 10050 50(NOT A PAY ITEM)T10025OPTIONAL CONSTRUCTIONJOINT WITH#19 X 225-mm DOWEL7510075600OPTIONAL CONSTRUCTIONJOINT WITH#19 X 225-mm DOWELB450SECTION B-BDTD OR SPANT150150 450150A150 150750750ELEVATIONSECTION A-A6-mm EXPANSION JOINTBARS "B", #13150 mm ON CENTER,500 mm LONG6550 R25 R125 125BARS "D", #19850 mm LONGBARS "A", #13130 mm ON CENTER,950 mm LONGLIFT BAR - #13OVERALL LENGTH = 6501 REQUIREDCOST OF LIFT BARTO BE ABSORBEDPIPESIZECLASS "B"CONCRETE3(m )REINF.STEEL(kg)EXTRA CONC.EACH ADDEDMETER OF DEPTH3(m )DETAIL SHOWING METHODOF LIFTING INLET COVER3750.4713.80.4504500.4913.80.4506000.5413.80.450560 X 3450.4513.80.450GENERAL NOTES:6-mm EXPANSION JOINT1. THE STANDARD SPECIFICATIONS ADOPTED BY THE MISSISSIPPI DEPARTMENTOF TRANSPORTATION, UNLESS OTHERWISE INDICATED HEREIN, SHALLAPPLY TO ALL ITEMS INCLUDED ON THIS DRAWING.2. QUANTITIES SHOWN SHALL BE THE BASIS FOR PAYMENT UNLESSAUTHORIZED MODIFICATIONS ARE MADE.ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.PLANDATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONSTORM SEWER STRUCTURE,TYPE SS-4HEADER CURBISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSS-4SHEET NUMBER6324RDEPAR TMENTO FT RANSPOTATI O N

VARIABLESTATEPROJECT NO."A", #13 BARS"B", #13 BARS"C", #13 BARSAS PER TABLED (OR SPAN) +2T+22585050-mm X 19-mm STRAP BARSV750VBAR GRATE ASSHOWN IN TABLEMISS."D", #13 BARS D (OR RISE) +T+100BARS "A", "B", "C" & "D"19-mm PLAINSTEEL ROUNDBARSVAR.#13 BARS300 mm O.C.BOTHWAYSBOX CULVERT200150VARIABLE(300 MIN.)750 + 2VW+2VY=SPAN+120B1050X X XYTHIS AREA TO BEBROKEN OUTBEND BOXCULVERT STEELINTO INLET WALLS1550BAR GRATE ASSHOWN IN TABLESECTION C-CBOX CULVERTVARIABLED (OR SPAN) + 2T + 400VARIABLEABA3516 BARS SPACED @ 50 mm O.C.60 60+150-870BAR GRATE DETAILSNOTE: JUNCTIONS OF ROUND AND STRAP BARS SHALLBE WELDED. GRATE SHALL BE SHOP COATED WITHAPPROVED COAL TAR PITCH VARNISH.BAR GRATE+600-CUT OUT (1 TO 3 SIDES)AS DIRECTED. QUANTITYDEDUCTIONS WILL NOTBE MADE FOR CUTOUTS.ELEVATIONMODIFIED PIPE ORBOX CULVERT INLETVARIABLE150V200WC750 + 2VVW + 2VCSEE SECTIONC-C FOR DETAILSEXISTING BOX CULVERTVARIABLE(300 MIN.)SEE BOX CULVERTSTANDARDS FORDIMENSIONS W & V.V VWSECTIONAL PERSPECTIVEINLET USED IN LIEU OF HEADWALLSLENGTH AND MASS OF GRATINGPIPE INLETSBOX CULVERT INLETSPIPENO. MASS BOX CULVERTNO.Y XY XSIZEX-SPANS (kg) SIZEX-SPANS450 800 400 2 57.0 600 X 600 720 360 2560 X 345 910 455 2 62.6 900 X 600 1020 340 3600 970 485 2 65.6 1200 X 600 1320 440 3725 X 460 1095 365 3 77.4 1500 X 600 1620 405 4MASS(kg)53.073.688.8109.56015070PLAN750BAR GRATE701506020-mmCHAMFER60150 D (OR SPAN) + 2T + 10015070BAR GRATE7060SECTIONAL PERSPECTIVEINLET ON EXISTING BOX CULVERT750900105012001350150011551320150016801840202538544037542046040533444580.588.8103.4112.5120.6135.51800 X 6002100 X 6002400 X 600900 X 9001200 X 9001500 X 900192022202520102013201620384444420340440405556334130.2145.3166.073.688.8109.51800 X 9001920384 5130.2VARIABLEVARIABLE(150 MIN.)100 @MIN. HEIGHTBARS "B"CLASS "B" CONCRETE25BAR "D"UNLESS OTHERWISENOTED, #13 DEFORMEDSTEEL BARS BOTH WAYSIN 4 WALLS AND BOTTOM,SPACED 300 mm O.C.ALL REINFORCING STEELTO CLEAR INSIDE WALLS25 mm.BARS "B"D (OR RISE) + T + 150HBAR "D"BARS "B"BARS "A"#13 BARS SPACED AS SHOWN(OUTFALL SIDE ONLY)D50BARS "C"MIN.MIN. DEPTH INLET EACH ADDED METERPIPEDEPTH CONC STEEL CONC STEELSIZETO F.L. 3(m )3(kg) (m ) (kg)450560 X 3456635580.4540.42718.818.80.5180.54718.819.4600 825 0.583 24.5 0.571 19.8725 X 460 685 0.541 25.5 0.603 22.6750 988 0.723 31.4 0.622 22.9900 1150 0.873 37.8 0.676 23.91050 1313 1.034 41.5 0.727 24.91200 1475 1.205 48.5 0.780 26.01350 1638 1.387 60.8 0.833 29.01500 1800 1.578 65.2 0.885 30.1**QUANTITIESPIPEOPENINGTDEDUCTION(m )0.0390.03963630.066 750.063 750.101 880.143 1000.192 1130.248 1250.311 1380.382 150NOTE: ONE (1) PIPE OPENING HAS BEEN DEDUCTED FROM THE STRUCTURE.3BARS/SIZES"A" "B" "C" "D"#13 #13 #13 #13NO. @ LGTH.NO. @ LGTH.NO. @ LGTH.NO. @ LGTH.2 @ 525 8 @ 800 7 @ 850 9 @ 6152 @ 6252 @ 6252 @ 7502 @ 7502 @ 8252 @ 9002 @ 9752 @ 10502 @ 11758 @ 9009 @ 9759 @ 11009 @ 115010 @ 132510 @ 150011 @ 167512 @ 185012 @ 20257 @ 8509 @ 8509 @ 85011 @ 85013 @ 85013 @ 85015 @ 85019 @ 85019 @ 8509 @ 5109 @ 77511 @ 63511 @ 94011 @ 110011 @ 126511 @ 142513 @ 159013 @ 1750EXTRA THICKNESSON OUTFALL ONLY300GROUT(ABSORBED ITEM)BAR "C"275 275 275TSECTION A-A150BAR "B"PIPE CULVERT INLET50VARIABLEBAR "B"300 3006TSECTION B-BVARIABLETBAR "C"GENERAL NOTES:1. THE MDOT STANDARD SPECIFICATIONS SHALL APPLY TO ITEMS UNLESSOTHERWISE SPECIFIED.2. QUANTITIES SHOWN WILL BE THE BASIS OF PAYMENT UNLESS AUTHORIZEDMODIFICATIONS ARE MADE.3. BOX CULVERTS:A. UNLESS OTHERWISE SHOWN, THE DETAILS OF THE BOX CULVERT INLETSSHALL CONFORM TO THOSE SHOWN FOR THE PIPE INLETS.B. BOX CULVERT REINFORCEMENT SHALL BE CONTINUED AND RESHAPED TOACCOMMODATE THE INLET BOX. ADDITIONAL BARS SHALL BE THE SAMEDIAMETER AS THOSE IN THE BOX CULVERT AND THE CONCRETE SHALLBE THE SAME. QUANTITIES ARE TO BE COMPUTED IN CONJUNCTIONWITH QUANTITIES FOR BOX CULVERT.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONDROP INLET AND GRATEDETAILS FOR PIPEAND BOX CULVERTSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERB-9SHEET NUMBER6325RDEPAR TMENTO FT RANSPOTATI O N

100 OR 150-mm ADJUSTINGRING (IF REQUIRED)STATEPROJECT NO.MISS.12-mm WEB115B B25-mm SQUARES SPACED12 mm APART. SQUARESTO BE INDENTED 3 mm.#16125100+-12570012575CUT OUT FOR LIFTING125HOOK OR BAR70100 OR150300ADJUSTING RINGLIFT BAR DETAILPLANNOTE: ADJUSTING RING IS NOT A PAYITEM. IF USED TO ADJUST MANHOLEHEIGHT, COST TO BE ABSORBED IN UNITPRICE BID FOR ADJUSTMENT OF CASTING.900685GENERAL NOTES:SEE DETAIL "E"6576351. THE MISSISSIPPI DEPARTMENT OF TRANSPORTATION STANDARDSPECIFICATIONS SHALL APPLY TO ALL ITEMS INCLUDED ONSHEET UNLESS OTHERWISE SPECIFIED.125 700125200ECCENTRIC CONE SECTIONORFLAT SLAB TOP(IF REQUIRED BY PLANS).125700 mm DIA.OPENING FORM.H. CASTING12512252155065SECTION B-B12 R12-mm WEB2. ALL CONCRETE MANHOLE COMPONENTS SHALL COMPLY WITHASTM C-478M.3. CASTINGS SHALL BE PLACED ON A MORTAR SEAT THAT IS12 mm THICK.4. THE FOLLOWING TABLE DEPICTS THE MASS OF INDIVIDUALMANHOLE COMPONENTS:STANDARDRISER LENGTHS:900400, 800 OR 120012590400 200 200 400200 400(MAX.) (MAX.)STEPS 350 mmWIDEREINFORCINGSTEEL25-mm PREFORMEDJOINT MATERIALALIFTBARS1450PLAN700AOPENING MAY BELOCATED INCENTER OF SLABWHEN REQUIRED BYENGINEER22FRAME AND COVER CASTING65731465110825MASS OF MANHOLE COMPONENTS*FRAME AND COVER CASTING = 249 kgTHICKNESS OF RING (mm)MASS (kg)LENGTH OF BASE SECTION (mm)MASS W/ OVERHANG (kg)MASS W/O OVERHANG (kg)*ADJUSTING RING10082ECCENTRIC CONE SECTION = 919 kgFLAT SLAB TOP = 479 kgRISER SECTION = 1321 kg/mBASE SECTION6001521123680017901506150122100020581774120023272042NOTE: THIS MASS IS THE COMPUTED MASS OF THE CASTINGPLUS THE 5% ALLOWED FOR FILLETS AND OVERRUNS ANDSTANDARDBASE SECTIONS:600, 800, 1000 OR 1200125 12001251501200-mm PRECAST CONCRETE MANHOLE200WITH OVERHANG: 1750 mm DIA.WITHOUT OVERHANG: 1450 mm DIA.150125700REINFORCINGSTEEL1200SECTION A-AFLAT SLAB MANHOLE TOP150125251663520DETAIL "E"12 mm X 5 mm THICKMANHOLE GASKETOR CUSHION OF ATYPE APPROVEDBY THE ENGINEER.SHALL BE THE BASIS FOR PAYMENT.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONSTORM SEWER STRUCTURE,MANHOLEISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLAN(PRECAST)OCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERMH-1SHEET NUMBER6326RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.250M10 MACHINE BOLTS,180 mm LONG, 12-mm HOLESPACED 40 mm ON CENTERMISS.10-mmDIA. HOLEBLACK LETTERS &BORDER ON WHITE406BACKGROUND25075505015040 401270150-mmNUTS SHALL BE SNUGAND TAUT AGAINST PIPEUNDERDRAINMARKERTOPPLASTIC PIPEFRONT10-mm DIA. HOLESMALL ANIMAL GUARD - ALTERNATE IBEGINNING OFUNDERDRAINFIBERGLASS FILLED HIGHMARKERM3 X 30 mm LONGGALVANIZEDMETAL SCREWL (SEE TABLE RT.)125-mm HOLEIMPACT POLYPROPYLENE(NON-CORROSIVE IN ANYTYPE OF PIPE)18GRADEUNDERDRAINPOINT22 TO3244 TO 50CROSS SECTION32 TO3825 TO3857 TO 75CROSS SECTIONFLOWSIDEDRAIN PIPEVARIABLE(100 mm TO 300 mm DIA.)FRONTDIA. OF UNDERDRAIN100125150200L7575120120LOCATION OF UNDERDRAIN MARKER25252525FOR UNDERDRAINS 100 mm TO 300 mm IN DIAMETER25030024024020010-mmDIA.HOLES20010-mmDIA.HOLES12.7-mm WELDED MESH, GALVANIZEDHARDWARE CLOTH, SIZE 1.04 mm.2.5 (DIAMETER OF PIPE)180010-mmDIA.HOLES175175125 125180010-mm DIA.HOLESRADIATOR HOSECLAMPFLOWSIDEFRONTCLAMPPIPEPIPEDIA. OFPIPEHARDWARE CLOTH PATTERN2.5 (DIAMETER OF PIPE)GENERAL NOTES:1. MARKER IS TO BE FASTENED TO POST WITH 8-mm HUCK FASTENERSOR CHERRY RIVETS OF THE COLLAR TYPE OF OTHER APPROVED EQUAL.2. MARKER FACE SHALL BE 2.03-mm ALUMINUM SHEET OR 2.01-mm SHEETSTEEL WHICH IS GALVANIZED.3. POSTS SHALL BE GALVANIZED AS SPECIFIED BY SECTION 630 OF THEMDOT STANDARD SPECIFICATIONS.4. POSTS SHALL BE 2.97 kg/m TO 3.72 kg/m.TWO 10-mmDIA. RIVETSGROUNDPLATETWO 10-mmDIA. RIVETSGROUNDPLATEFOR UNDERDRAINS LESS THAN 100 mm IN DIAMETERSMALL ANIMAL GUARD - ALTERNATE II5. PAYMENT FOR INSTALLED DRAIN TILE MARKERS AND SMALL ANIMALGUARDS ARE TO BE ABSORBED IN THE PRICE FOR PIPE UNDERDRAINS.6. BOLTS, NUTS, WASHERS AND HARDWARE CLOTH SHALL BE ZINC COATEDBY THE MECHANICAL OR HOT DIP GALVANIZING PROCESS.DRAIN100100TILESIGN PLACED AT BEGINNINGOF UNDERDRAINRIVETRIVETROADWAYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.600ALTERNATIVE 1 ALTERNATIVE 2METAL POST600BACKSLOPEPOSTUNDERDRAINSMALL ANIMAL GUARD(ALTERNATE 1 SHOWN)CROSS SECTION OF UNDERDRAINDATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONSMALL ANIMAL GUARDANDUNDERDRAIN MARKERISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERSAG-1SHEET NUMBER6327RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.BELL AND SPIGOT END OPTIONNOTE: BELL-END ON DOWNSTREAM SECTIONTONGUE-END ON UPSTREAM SECTIONSPIGOT-END ON UPSTREAM SECTION.DTTXGROOVE-END ON DOWNSTREAM SECTION30038-mm DIA. CAST HOLESTAN.RXET T***D T V:H37545060075090010501200135015001650180057637588100113125138150163175TABLE OF DIMENSIONS1:31:31:31:31:31:31:31:31:31:31:3* NOTE: SEE GENERAL NOTE 2.A B C E L2303153354155006657508651025119013506756751100135015751575180019501950195019501150115075050087587565055055055055080090012001500180019502100225024002550270018251825185018502450245024502500250025002500TOE WALLCONC. QUANTITY3(m )0.0410.0460.0610.0740.0900.0980.1060.1140.1220.1290.137CBLPLAN OF DOWNSTREAM ENDC LGENERAL NOTES:1. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OFDT TV:H (SLOPE)AD + 25DREINFORCED CONCRETE PIPE OF LIKE DIAMETER PERAASHTO M 170M, TABLE 2, WALL B.2. 2 - 38-mm DIA. CAST HOLES REQUIRED AS SHOWN TO ACCOMMODATE2 - M24 TIE BOLTS, USED IN TIEING SECTION TO PIPE CULVERT.3. LENGTH (L) OF A BELL-END OPTION MAY VARY BYA NOMINAL EXTENSION ON THE BELL END.4. FLARED END SECTIONS ARE NOT TO BE USED INSIDE THECLEAR ZONE.5. ALL SIZES OF FLARED END SECTIONS FOR CIRCULAR CONCRETEPIPE MAY BE FURNISHED WITH EITHER BELL AND SPIGOT ORTONGUE AND GROOVE ENDS.SECTION X-XSTEEL FABRIC REINFORCEMENT150300 MIN.TTOE WALL REQUIRED ON ALL DOWNSTREAMFLARED END SECTIONS. TOE WALL AT UPSTREAMEND WILL BE CONSTRUCTED WHERE DIRECTED BY THEENGINEER. TO BE PAID FOR AS CLASS "B" STRUCTURALCONCRETE - MINOR STRUCTURES.EEND ELEVATIONT300 MIN.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONFLARED END SECTIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANFOR CONCRETE PIPEOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERFE-1SHEET NUMBER6328RDEPAR TMENTO FT RANSPOTATI O N

IIBELL AND SPIGOT END OPTION TYPE IIIBELL AND SPIGOT END OPTION TYPE IISTATEMISS.PROJECT NO.NOTE: BELL-END ON DOWNSTREAM SECTIONSPIGOT-END ON UPSTREAM SECTION.EQUIV.SIZE450600750S560725920FLARED END SECTION FOR CONCRETE ARCH PIPER T V:H A B C E L345 63 1:3 185 675 1125 900 1800460 75 1:3 210 975 825 1200 1800570 88 1:3 260 1200 600 1500 1800TOE WALLCONC. QUANTITY3(m )0.0460.0610.074NOTE: BELL-END ON DOWNSTREAM SECTIONSPIGOT-END ON UPSTREAM SECTION.*EQUIV.SIZE450600FLARED END SECTION FOR CONC. ARCH PIPE-SHORT FLARES R T V:H A B C E L560 345725 46063 1:3 185 675 1125 900 180075 1:3 210 975 825 1200 1800GROOVETONGUE5775TOE WALLCONC. QUANTITY3(m )0.0460.06190011106751001:32751500900180024000.090750920570881:32401250115015002400880.074105013007951131:34101500900195024000.09890011106751001:32751500900180024001000.090120014859151251:35401500900210024000.106105013007951131:34101500900195024001000.0981350165010151381:36551500900225024000.114120014859151251:35401500900210024001250.1061500185511451501:36701875525240024000.1221350165010151381:36551500900225024001250.1141800223513701751:38951950550300025000.1511500185511451501:37951500900240024001250.122S (SPAN)TTXTONGUE-END ON UPSTREAM SECTIONGROOVE-END ON DOWNSTREAM SECTIONTAN.XET TS (SPAN)TTATONGUE-END ON UPSTREAM SECTIONGROOVE-END ON DOWNSTREAM SECTIONBA*NOTES: 1. EQUIVALENT 450-mm FLARED END SECTION SIMILAR TO TYPE I.ET2. DIMENSIONS A, B, C, E AND L MAY VARY 25+.-CBLBCBTPLAN OF DOWNSTREAM ENDLPLAN OF DOWNSTREAM END1:2 OR FLATTER1:2 OR FLATTERGROOVER (RISE)T TV:H (SLOPE)ATONGUER (RISE)T TV:H (SLOPE)AROUND THIS EDGETO A 50-mm RADIUSR (RISE)TOE WALLSTEEL FABRIC REINFORCEMENTL150300 MIN.TOE WALLETOE WALLSTEEL FABRIC REINFORCEMENTL150300MIN.TTOE WALLETS (SPAN)SECTION B-BSECTION X-XFRONT ELEVATIONSECTION A-AFRONT ELEVATIONALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.GENERAL NOTES:1. FLARED END SECTIONS ARE NOT TO BE USED INSIDE THE CLEAR ZONE.2. UNLESS OTHERWISE DESIGNATED, EITHER TYPE I OR TYPE II MAY BE USED, PROVIDED THE SELECTEDTYPE IS COMPATIBLE WITH THE CONFIGURATION OF THE PIPE TO WHICH IT IS TO BE ATTACHED.3. ALL SIZES OF TYPE I AND TYPE II FLARED END SECTIONS FOR CONCRETE ARCH PIPE MAY BE FURNISHEDWITH EITHER BELL AND SPIGOT OR TONGUE AND GROOVE ENDS.4. REINFORCEMENT (SINGLE LINE) FOR FLARED END SECTION SHALL CONFORM TO REQUIREMENTS OFAASHTO M 206M FOR CLASS II ARCH PIPE.5. TOE WALL REQUIRED ON ALL DOWNSTREAM FLARED END SECTIONS. TOE WALL AT UPSTREAM END WILL BECONSTRUCTED WHERE DIRECTED BY THE ENGINEER. TO BE PAID FOR AS CLASS "B" STRUCTURAL CONCRETE-MINOR STRUCTURES.6. FLARED END SECTIONS MUST MEET THE REQUIREMENTS FOR ARCH PIPE OF EITHER AASHTO M 206MOR ASTM C 506M.DATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONFLARED END SECTIONFOR CONCRETE ARCH PIPEISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERFE-1ASHEET NUMBER6329RDEPAR TMENTO FT RANSPOTATI O N

50200HMETAL ARCH PIPEMETAL PIPESTATEMISS.PROJECT NO.THREADEDRODPIPE PAYLENGTHCONNECTOR SECTIONWITH COUPLINGTHREADEDRODCONNECTORLUGTHREADEDRODPIPE PAYLENGTHCONNECTOR SECTIONWITH COUPLINGRODHOLDERRODHOLDERTYPE #2NOTE: FOR 430 mm X 330 mmTHROUGH 1440 mm X 970 mm ONLY.TYPE #3NOTE: FOR 1620 mm X 1100 mmTHROUGH 2100 mm X 1450 mm.TYPE #1 TYPE #2 TYPE #3NOTE: FOR 300 mmNOTE: FOR 750 mmNOTE: FOR 1050 mmTHROUGH 600 mm ONLY.THROUGH 900 mm ONLY.THROUGH 2100 mm ONLY.STANDARD CONNECTIONSLSTANDARD CONNECTIONSLSLOPEPER DESIGNSLOPEPER DESIGNDESIGN IDESIGN ICROSS-SECTIONNOTE: TYPICAL CROSS SECTIONWITH #3 CONNECTION.PIPE ARCHSPAN430530(mm)RISE330380T(mm)1.631.63A+25-175175DIMENSIONS (mm)B (MAX.) H+25 L+40 W+50- - -225250150150475575750900APPROX.SLOPE2.502.50BODY1 PC.1 PC.CROSS-SECTIONNOTE: TYPICAL CROSS SECTIONWITH #3 CONNECTION.PIPEDIA.(mm)300375T(mm)1.631.63DIMENSIONS (mm)A+25 B (MAX.) H+25- -L+40-W+50-150 150 150 525 600175 200 150 650 750APPROX.SLOPE2.502.50BODY1 PC.1 PC.6104601.6320030015070010502.501 PC.4501.632002501507759002.501 PC.7105101.6322535015080012002.501 PC.5251.6322530015090010502.501 PC.8856102.0125040015097515002.501 PC.T6001.63250325150102512002.501 PC.RISETSPAN300 mm C. TO C. (MAX. SPCG.)REINFORCEDEDGETOE PLATESEE NOTES*106012401440162018001950210074084097011001200132014502.012.772.772.772.772.772.77***300325450450450450450450525650750825900975NOTE: CENTER PANEL TO BE 3.51 mm.200225300300300300300115013251575175019251925192518752125225025502850315034502.502.502.502.252.252.002.001 PC.2 PC.2 PC.2 PC.3 PC.3 PC.3 PC.PIPE DIA.50200300 mm C. TO C. (MAX. SPCG.)REINFORCEDEDGEHTOE PLATESEE NOTES75090010501200135015001650180019502100*2.012.012.772.772.772.772.772.772.77*2.77 450 1050 300 2175*300 400 200350 475 225400 550 275450 675 300450 750 300450 825 300450 900 300450 975 300450 1125 300 2175NOTE: CENTER PANEL TO BE 3.51 mm.1275150017251950210021752175217515001800210022502550285030003150330034502.502.502.502.252.001.751.501.331.251.171 PC.2 PC.2 PC.2 PC.2 PC.3 PC.3 PC.3 PC.3 PC.3 PC.FRONTFRONTTYPICAL ELEVATIONDESIGN IITYPICAL ELEVATIONDESIGN IIBOLTS ORRIVETSSPAN300PIPE PAYLENGTHPIPE ARCH(mm)SPAN RISE430 330530 380610 460710 510885 6101060 740T(mm)1.631.631.631.632.012.01DIMENSIONS (mm)A+25 B(MAX.) H+25 L+40 W+50- - - -115 225 150 475 750130 250 150 575 900155 290 150 700 1050175 350 150 790 1200220 400 150 965 1500270 440 190 1175 1875APPROX.SLOPE2.502.502.502.502.502.50BOLTS ORRIVETSDIAMETERB300PIPE PAYLENGTHPIPEDIA.(mm)300375450525600750T(mm)1.631.631.631.631.632.01A+25DIMENSIONS (mm)B(MAX.) H+25L+40W+50- - - -120 150 150 525150 200 150 650175 225 150 775205 275 150 900240 300 150 1050300 375 190 1315600750900105012001500APPROX.SLOPE2.502.502.502.502.502.5012408402.77305500230135021252.509002.01350450225157518002.50B14409702.77350650265157524002.5010502.77400525265184021002.50162011002.77395675265175028002.5012002.77450675300210022502.50L180012002.77430700305192532002.50LGALVANIZEDSTEELALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.AWTYPICAL PLANAAWATYPICAL PLANGENERAL NOTES:1. ILLUSTRATION SHOWN FOR PIPE OR PIPE-ARCH END SECTION ARE DIAGRAMMATIC.END SECTIONS SHALL CONFORM TO DESIGN I, DESIGN II OR OTHER APPROVED DESIGN.2. FLARED END SECTIONS ARE NOT TO BE USED INSIDE THE CLEAR ZONE.DATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONFLARED END SECTIONFOR METAL PIPE& ARCH PIPEISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERFE-1BSHEET NUMBER6330RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.OD + 400TYPE "B" FILTER MATERIALSUBGRADEJ300(OVERLAP)SUBGRADETYPE "B" FILTER MATERIALTYPE "A’ FILTER MATERIALPIPE SIZE T KTYPE "A"MATERIAL3 3 23(m /m)TYPE "B" TYPE III IMPERVIOUSMATERIAL(m /m/m)*GEOTEXTILE(m /m)MATERIAL(m /m)TYPE III GEOTEXTILETYPE "A’ FILTER MATERIALWATER BEARING STRATUMOF FINE GRAINSANDS & SILTS300OVERLAPODVAR.OD100(300 MIN.)50OD + 150ID/3 + T(NOT SEALED)2ID/3 + TKID/3 + T + K(300 MIN.)IDTTYPE III GEOTEXTILEAPPROVED BACKFILL MATERIALID + 600CIRCULAR STORM DRAIN USED AS UNDERDRAIN*150450600--6375--100500.1550.2410.2430.5621.0531.199750 88 50 0.301 1.353900 100 50 0.362 1.4991050 113 50 0.428 1.6521200 125 50 0.496 1.7981350 138 50 0.566 1.9521500 150 50 0.642 2.0981650 163 50 0.719 2.2521800 175 50 0.802 2.3982100 200 50 0.974 2.6972400 225 50 1.159 2.9973NOTE: m /m/m = CUBIC METER PER METERDEPTH OF MATERIAL PER METER LENGTH OF PIPE.2.0503.2213.6024.0854.5665.0465.5306.0106.4916.9747.4558.4199.3800.169------------------------IINORMAL UNDERDRAIN TYPE IS + 600SUBGRADETYPE "B" FILTER MATERIALOD + 400J300(OVERLAP)TYPE "A’ FILTER MATERIALPIPE SIZE T KTYPE "A"MATERIAL3 3 2(m /m)TYPE "B" TYPE IIIMATERIAL(m /m/m)*GEOTEXTILE(m /m)GROUND LINEIMPERVIOUS MATERIALTYPE "B" FILTER MATERIALTYPE "A’ FILTER MATERIAL300OVERLAPVAR. 300R/3 + T(NOT SEALED)K2 R/3 + TRSTARCH STORM DRAIN USED AS UNDERDRAINR/3 + T + K(300 MIN.)TYPE III GEOTEXTILEAPPROVED BACKFILL MATERIAL560 X 345725 X 4606375125750.2650.2751.1501.312920 X 570 88 50 0.301 1.5071110 X 675 100 50 0.374 1.6931300 X 795 113 50 0.447 1.8791485 X 915 125 50 0.527 2.0661650 X 1015 138 50 0.603 2.2281855 X 1145 150 50 0.702 2.4222235 X 1370 175 50 0.909 2.803*3NOTE: m /m/m = CUBIC METER PER METERDEPTH OF MATERIAL PER METER LENGTH OF PIPE.3.3243.7344.1504.6825.1655.6655.8276.6727.692TYPE III GEOTEXTILEWATER BEARING STRATUMOF FINE GRAINSANDS & SILTSODIINORMAL UNDERDRAIN TYPE IIOD10050OD + 150GENERAL NOTES:1. QUANTITIES SHOWN WILL BE THE BASIS FOR PAYMENT UNLESSAUTHORIZED MODIFICATIONS ARE MADE.2. TYPE I UNDERDRAIN IS GENERALLY USED WHEN UNDERDRAIN ISREQUIRED UNDER THE ROADWAY SUBGRADE.3. TYPE II UNDERDRAIN IS USED AS REQUIRED OUTSIDE THEROADWAY.4. 150-mm OVERLAP SHALL BE REQUIRED AT THE END OF EACH ROLLOF TYPE III GEOTEXTILE. BOTH THE 150-mm AND 300-mm OVERLAP SHALLBE INCLUDED FOR PAYMENT UNDER PAY ITEM NO. 605-AA(GEOTEXTILE TYPE III FOR SUBSURFACE DRAINAGE PER SQUARE METER).5. (J + K) SHALL BE 300 mm MINIMUM OR VARIABLE DEPTH UNLESSSPECIFIED ELSEWHERE ON THE PLANS.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONDETAILS OF NORMALUNDERDRAIN ANDSTORM DRAINUSED AS UNDERDRAINISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERUD-1SHEET NUMBER6331RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.NORMAL UNDERDRAIN TYPE IIMISS.SPECIFIED BORROWEXCAVATIONSLOPE AS SPECIFIEDON PLANS1:1 (MAX.)WATER BEARING STRATUMOF FINE GRAIN SAND AND SILTS7500OR AS DIRECTEDTYPE "B"MATERIAL4504.0%SEE DETAIL "A"SAND BLANKET DETAILTYPE "B"MATERIALGENERAL NOTE:150-mm PERFORATED PIPE1. SEE SHEET UD-1 FOR OTHER DETAILS AND RATES.ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.300100600DETAIL "A"TYPE "A" FILTER MATERIALTYPE III NON-WOVEN GEOTEXTILETYPE II NORMAL UNDERDRAINDATE REVISION BYMISSISSIPPI DEPARTMENT OF TRANSPORTATIONNORMAL UNDERDRAINTYPE IIISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERUD-2SHEET NUMBER6332RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.X1XBARS "W"G-100+ -H/2+190SEE SCHEDULEBARS "U"SEE SCHEDULEBARS "J"PIPEDIA375450600750MINTHK"T"57637588DIMENSIONSC H R S1 S2 U W175 725 775 805 895 150 200175 840 900 955 1040 150 250175 1015 1150 1240 1330 150 300175 1190 1350 1470 1560 150 375NO4444ULGTH75095012501475W1NO SIZE X X1 LGTH4 #13 325 500 8254 #13 375 600 9754 #13 500 775 12754 #13 625 950 1575DIMENSIONS AND REINFORCING COMMON TO FLARED HEADWALLS FOR SINGLE, DOUBLE AND TRIPLE LINE PIPE CULVERTSREINFORCING STEELW2W3 W4 W5 W6 W7 W8Y1 Y2 Y3 Y4 Y5 Y6 Y7 Y8NO SIZE X X1 LGTH NO SIZE X X1 LGTH NO SIZE X X1 LGTH NO SIZE X X1 LGTH NO SIZE X X1 LGTH NO SIZE X X1 LGTH NO SIZE X X1 LGTH NO LGTH NO LGTHNO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH4 #13 300 300 6002 775 2 11004 #13 300 300 6002 775 2 12504 #13 400 475 875 2 #13 325 350 6752 775 2 13754 #13 475 650 1125 2 #13 325 350 6752 775 2 13752 1725450BARS "A"R+50+ -BARS "Y"15060900105012001350150010011312513815019019019020020013651540171518902065157517752000220024501730196522202455274518202050231025402830150150150150150425500565625675444441750197522252475275044444#16#16#16#16#1672587592510501150112513001450160017751850217523752650292544444#13#13#16#16#16600675800900975825 14251000 16751150 19501300 22001475 245064444#13#13#13#13#164254756006757505257008501000117595011751450167519254466#13#13#13#13375375500550550550700875925925120014252#13475725120022222775775775775775222221375137513751375137542222197519751975197519752462227525252775287543125BARS "B"NOTE: SCHEDULE LENGTHINCLUDES 150-mmBENT SECTION.165018002100240016317520022520020020020022752450280031252750295033503775308033053755424531753405387043601651752002007658259501075444430753225375042504444#19#19#19#2212751425162516752000 32752225 36502575 42002850 45254444#16#19#19#2211001250155016751700 28001925 31752275 38252550 42254444#16#16#19#19950105013501500140016251975225023502675332537506666#16#16#16#1677585011251300110013251675195018752175280032504442#13#13#16#1655060095011008001025137516501350162523252750244#13#16#16500750900725107513501225182522504#167251050177522227757757757752222137513751375137522221975197519751975222228752875287528756222340034753475347548236504100400064550BAR BENDING DETAILS270025020034754225475048802251200447504#221925322551506#2219252925 48504#221750262543756#191550232538754#161350202533754#161150172528752#16950142523754 #16 800 1125 1925 2 70021375219752287523475242252460065050NOTE: WHENEVER THE COMPUTED LENGTH OF BAREXCEEDS 9000 mm, THE SCHEDULED LENGTH INCLUDESGENERAL NOTES:DIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR SINGLE LINE PIPE CULVERTPAY QTYA 300-mm LAP. ALL BARS ARE #13 EXCEPT BARS"W". SEE SCHEDULE FOR SIZE OF BARS "W".1. SPECIFICATIONS: MISSISSIPPI DEPARTMENT OF TRANSPORTATION, LATEST EDITION.2. ALL CONCRETE SHALL BE CLASS "B".3. ALL EXPOSED EDGES SHALL BE CHAMFERED 20 mm.PIPEDIADIMENSIONSA B E G X Y ZA B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14N N N N NLGTH LGTH LGTH LGTH LGTHO O O O ONOREINFORCING STEELN N N NLGTH LGTH LGTH LGTH LGTHO O O ONON N NLGTH LGTH LGTHO O ON N N NLGTH LGTH LGTH LGTH LGTHO O O O1-HEADWALLCONC3(m )STEEL(kg)4. EXPOSED CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH THEAPPLICABLE SECTION OF THE MDOT SPECIFICATIONS.375450------1020109515701790675750--442025221545127514002280090022550600111125117511147515251116501875118750.490.6133395. ALL LENGTHS AND QUANTITIES IN THE TABLES HEREON ARE BASED ON CONCRETE PIPE.600---12702255925-425655165021075267511350117001205012400123250.87516. QUANTITIES SHOWN SHALL BE THE BASIS FOR FINAL PAYMENT UNLESS AUTHORIZEDMODIFICATIONS ARE MADE.7509001050---------146016201795267030953500111512751450---4442930326536156771850207522752221250142516002227508259001111550170018751111900205022251112250240025751112600275029251112700310032751131503625135251.151.471.8263891041200---197039351625-4396582500217752975120501240012750131001345013800139752.241261350---217043651825-4434082700219502105012250126001295013300136501400014350144252.6615115001650------234525504830535020002175--4446905105992950325022212523502211251275112425262511277530001131253350113475370011382540501141754375114525472511487550751148755400154003.174.161792291800210024002700PIPEDIA3754506007509001050- -120012751450510054506250- 2755 5755 2350 -600 3165 6570 2700 -600 3475 7410 3050 -600 3880 8280 3400 -DIMENSIONSA B E G X Y Z- - - 1795 2345 1450 300- - - 1945 2640 1600 300- - - 2295 3280 1950 300- - - 2745 3960 2400 375- - - 3145 4620 2800 450- - - 3570 5275 3225 52544441011 3850121422222550290032253600DIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR DOUBLE LINE PIPE CULVERTA B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14N N N N NLGTH LGTH LGTH LGTH LGTHO O O O O4444445485624568807635280030653590421547905390789101213345042754725127514001650185020752275333444800900107512501425160022224444441375157517251900550600675750825900111111111128253225360039501875202523752850322536501111NO111111317535753950430011111 5000 1 5350REINFORCING STEELN N N NLGTH LGTH LGTH LGTH LGTHO O O O22252375272532003575400011111135253925430046502425272530753525392543501111111138754275465027253425387542754700111111142254625500033503975462550501111114575497553505700467554001111NO149255325570060501111N N NLGTH LGTH LGTHO O O5300527556756050640011115600602564006750111158506375675071002116700710074501174507800N N N NLGTH LGTH LGTH LGTH LGTHO O O O117475815015.117.168.868350 12.15PAY QTY1-HEADWALLCONC3(m )0.710.871.231.662.142.68262358438595STEEL(kg)445269861191421200---39955960365060045990152500417754975140751442514775151251547515825160003.311711350---44706665412567546640162700519504105014550149001525015600159501630016650167253.97207150016501800210024002700---900900900---8650950010800---41504650515048955350580567157525843073808150880510120114601283045504975540065507100795075082590010501200135044444472407905853510095112301248517182023262929503250345038504275472555567721252350255029003225360044444411251275137515751725190011111149755425587567757650850011111153255775622571258000885011111156756100657574758350950011111160256450692578258700985011111637568007275817593501 1020011111672571507625852597001 10550111170757500797588751 100501 1090011111 104001742578508325952511250121174258200865098751 107501 11600189001 102251 111001 119502110550114501 123001 118001 126501118251 130001 132004.756.217.6510.4512.9717.50244306350478589774DIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR TRIPLE LINE PIPE CULVERTPAY QTYPIPEDIADIMENSIONSA B E G X Y ZA B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14N N N N NLGTH LGTH LGTH LGTH LGTHO O O O ONOREINFORCING STEELN N N NLGTH LGTH LGTH LGTH LGTHO O O ONON N NLGTH LGTH LGTHO O ON N N NLGTH LGTH LGTH LGTH LGTHO O O O1-HEADWALLCONC3(m )STEEL(kg)375---25703120222530043575101275480065501262512975131500.9354450---2795349024503004391511140049006600128751322513575135751.1465600---3320430529753004461513165041075667513400137501410014450143751.6087750---4035524536903754550514185061250675014125144751482515150152002.17109900---467061454325450463151720756142568251475015100154501580016150162002.811491050120013501500------------5345602067707445705079858965993050005675642571005256006757504444716580158940100901922242522752500270029506688160017751950212566669009751050112511115425610068507525111157756450720078751111612568007550822511116475715079008575111168257500825089251111717578508600957511117075802589509925193251 102753.544.385.276.32180216264301GBARS "C"BARS "A"7540BARS "A"VAR. 100HDTUBARS "Y"R20-mm CHAMFER300 300 225 CUBARS "Y"BARS "W"BARS "B"BARS "U"VARIESBARS "J"SECTION A-A375-mm THRUUU-150 1501800-mm PIPE2100-mm THRU3000-mm PIPEWTBARS "W"25UBARS "A"BARS "U"BARS "J"BARS "B"150600HEADWALL PARALLEL15C ROADWAYLSECTION B-BTO CLROADWAYo15 SKEW INSTALLATIONPLAN75165018002100--900--12200--770081508855102651095011855136707775845098008259001050444110051188513645273035325034503850881023502550290066612751375157511827589251 1062511862595751 10975111897599251132511 1027519650116751 100001 106251 120251 103501 109751123751 107001 113251 127251 110501 116751 130752113001 120001 134251 122501 137752141008.2610.1813.7938744059724009001355087001157515510111501200415280394275123225617251 120001 123501 127001 130501 134001137501 141001 144501 148001151501155001 1585011587517.147347527009001535097001298017380125001350417035444725123600619001 133501 137001 140501 144001 147501151001 154501 158001161501 165001168501 1720011755011775022.999487@225 7 @ 3004@225BARS "Y"T75U100150AGBARS "D"BBARS "D"GZ *BARS "D"BA AS1US230RVAR. BARS "J"-300-mm C.C.EBARS "U"YBXPLANBARS "B",(EQUALLYSPACED)8 SP. @ 300BARS "W" - 300 C.C.7 @ 3004@3754@37550505050VAR.3@3753000-mm PIPE2700-mm PIPE2400-mm PIPE25BFRONT ELEVATIONBARS "C",EQUALLY SPACED2525FRONT ELEVATION* NOTE: MEASURE NORMAL (PERPENDICULAR) TO PIPE.BDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONHEADWALLSFOR CONCRETE PIPEO O1:2 SLOPE - 0 - 15 SKEWISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERHW-1200SHEET NUMBER6340RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.DIMENSIONS AND REINFORCING COMMON TO FLARED HEADWALLS FOR SINGLE, DOUBLE AND TRIPLE LINE PIPE CULVERTSPIPEDIAMINTHK"T"DIMENSIONSC H R S1 S2 U WUSNO LGTH NOULLGTHS LNO NOW1S LSIZE X X1 LGTHNO NOW2SIZE X X1 LGTH S LNO NOREINFORCING STEELW3 W4 W5 W6 W7 W8YS1 YS2 YS3 YS4 YS5 YS6 YS7 YS8 YL1 YL2 YL3 YL4SIZE X X1 LGTH S LNO NOSIZE X X1 LGTH S LSIZE X X1 LGTH S LSIZE X X1 LGTH S LSIZE X X1 LGTH S LSIZE X X1 LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTHNO LGTH NO LGTHNO NONO NONO NONO NONOYL5LGTHYL6NO LGTHYL7NO LGTHYL8NO LGTH3755717572577594510951502002775290022#1332550082522#13300300600170011025177511275450631758409001120127015025029002107522#1337560097522#13300300600170011150177511450600751751015115014751625150300211502142522#13500775127523#1340047587511#133003506501700113001140017751167511800750881751190135017601910150375213502172522#13625950157523#13475650112522#1330042572517001130011600177511675120759001001901365157520802230150425215752202522#167251125185023#13600825142523#13300475775170011300218251775116752240010501131901540177523602510150500217752232522#168751300217523#136751000167523#13475700117511#133505509001700113001190012025177511675125751267512001251901715200026802830150565220002262522#169251450237523#168001150195023#13550850140022#133756009751700113001190022250177511675125752300013501382001890220029653115150625222002292522#1610501600265023#169001300220023#136751000167523#1347570011751700113001190032450177511675125752327515001502002065245033153465150675224502325022#1611501775292523#169751475245023#167501175192522#13550875142512#13500725122517001130011900125002270017751167512575131752362516501632002275275037303890165765227502367522#1912752000327523#1611001700280023#169501400235022#167751100187523#13550800135017001130011900125003300017751167512575131753407518001752002450295039954170175825229502395022#1914252225 365023#1912501925317523#1610501625267522#168501325217523#136001025162511#135259001425170011300119001250013100232001775116751257513175140752435021002002002800335045404740200950233502450022#1916252575 420023#1915502275 382523#1913501975332522#1611251675280023#169501375232523#16750107518251700113001190012500131003360017751167512575131751407534925240022520031253775514053402001050237752510022#2216752850452513#2216752550422533#1915002250375022#1613001950325012#1611001650275022#169001350225022#166751000167517001100011900125001287513625340251800117001260013200139501470035475270025020034754225575059752251200242252570022#2219253225515024#2219252925 485023#2217502625437523#1915502325387522#16135020253375 1 2 #16 1150 1725 2875 2 2 #16 950 1425 2375 1 2 #16 850 1325 2175 1 67511125117251232513075134501420044500175011650125501345014200149501570046100DIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR SINGLE LINE PIPE CULVERTPAY QTYVAR.100DT T25BARS "A"HUBARS "A"UBARS "Y" 225C300 300R20-mm CHAMFERBARS "W"BARS "U"BARS "J"BARS "B"SECTION B-B150W600450X1XBARS "W"G-100+ -BARS "A"R+50+ -H/2+190SEE SCHEDULEBARS "UL" & "US"BARS "YL"SEE SCHEDULEBARS "J"SEE SCHEDULEBARS "C"BARS "YS"BARS "B"BARS "D"BAR BENDING DETAILSSEE SCHEDULENOTE: FOR BARS "YL" & "YS",NOTE: WHENEVER THE COMPUTED LENGTH OF BAR EXCEEDS 9000 mm, THE SCHEDULEDLENGTH INCLUDES A 300-mm LAP. ALL BARS ARE #13 EXCEPT BARS "W". SEE SCHEDULEFOR SIZE OF BARS "W". IN BAR DESIGNATIONS (e.g. "YS" & "YL"),S DENOTES SHORT WING AND L DENOTES LONG WING.GENERAL NOTES:1. SPECIFICATIONS: MISSISSIPPI DEPARTMENT OF TRANSPORTATION, LATEST EDITION.2. ALL CONCRETE SHALL BE CLASS "B".3. ALL EXPOSED EDGES SHALL BE CHAMFERED 20 mm.4. EXPOSED CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH THEAPPLICABLE SECTION OF THE MDOT SPECIFICATIONS.5. ALL LENGTHS AND QUANTITIES IN THE TABLES HEREON ARE BASED ON CONCRETE PIPE.6. QUANTITIES SHOWN SHALL BE THE BASIS FOR FINAL PAYMENT UNLESS AUTHORIZEDMODIFICATIONS ARE MADE.150150SCHEDULED LENGTH INCLUDESBENT SECTION.45PIPEDIA375450600750900105012001350150016501800210024002700PIPEDIA3754506007509001050120013501500165018002100DIMENSIONSA B E G X Y Z-----------95010501200- - 1115 1525 750 -- - 1200 1735 835 -- - 1400 2190 1040 -- - 1615 2605 1255 -- - 1805 3015 1440 -- - 2005 3420 1645 -- - 2205 3845 1845 -- - 2440 4275 2075 -- - 2640 4730 2280 -- - 2875 5230 2480 -- - 3105 5635 2685 -3350 600 3570 6440 3090 -3775 600 3975 7265 3490 -4225 600 4440 8120 3895 -DIMENSIONSA B E G X Y Z- - - 2005- - - 2180- - - 2585- - - 3105- - - 3565- - - 4055- - - 4545- - - 5095- - - 5585- - - 6105- - - 6630950 7450 4700 76702420 1645 3002715 1815 3003320 2220 3004090 2740 3754825 3200 4505470 3695 5256185 4185 6006930 4730 6757670 5220 7508465 5715 8259155 6205 90010540 7190 1050A B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14N N N N NLGTH LGTH LGTH LGTH LGTHO O O O O4444444444444422222222222222N N N N NLGTH LGTH LGTH LGTH LGTHO O O O O444444444444212023202695308534503825420046104985543058356650738081955567789910111113151680090010751250142516001775195021252350255029003225360022222222222222NONON N N NLGTH LGTH LGTH LGTH LGTHO O O ON N N NLGTH LGTH LGTH LGTH LGTHO O O ONONOREINFORCING STEELN N NLGTH LGTH LGTHO O OREINFORCING STEELN N NLGTH LGTH LGTHO O ON N N NLGTH LGTH LGTH LGTH LGTHO O O OA B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J143010330038804575521058756540726579308660966011050881011131516182021 32502327127514001650185020752275250027002950325034503850427547251275140016501850207522752500270029503450385033344445556680090010751250142516001775195021252350255029004444444444445506006757508259009751050112512751375157517251900550600675750825900975105011251275137515751111111111111111111111111115012501450167518502050225025002700292531503600402545002050222526253150410046005150562561506675772511111111 28001 3000111114501550175019752150235025503225345043251 48001111111111139002350252529253450440049005450592564506975802511111111111111111111111111675185020502275245026502850310033003525375042004625510028253225375047005200575062256750727583251111111 34001 360011 40501190023502575275029503150382549251 54001111111113525405050005500605065257050757586251 27501 30501 32501 34501 37001 390011 43501412552251 57001111111530058006350682573507875892511111111111111113175355037504000420044254650552560001 3600 1 3900 1 4200 1 4500 1 4800 1 4975114500148001 425015100560061006650712576508175952511111111111111140004300450047254950540058256300DIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR DOUBLE LINE PIPE CULVERT25502875562563256950742579508475982511111111111442548005025525057006125660070757725825087751 10125111111487553255550642569001 78251 85501600093751 10425111111154005800630067257200116600702575001173257800N N N NLGTH LGTH LGTH LGTH LGTHO O O O8625962511 10725 1 11025116650110501174758100183501-HEADWALLCONC STEEL3(m ) (kg)0.50 340.63 400.90 551.19 691.53 901.90 1062.33 1362.77 1573.31 1904.34 2425.34 2767.57 3779.37 46712.91 630PAY QTY1-HEADWALLCONC STEEL3(m ) (kg)0.74 460.94 541.33 731.79 942.31 1252.89 1533.54 1844.28 2215.12 2666.70 3298.26 38211.44 51424002700105012008450947552755850865096901194013375816591501200135044123551374530344275472577322536004417251900187001 10050190001 10350196001 10650199001 109501 102001 112501 105001 115501 108001 118501111001 121501 114001 124501 117001 127501 120001 130501 12300 1 124501 13350 1 136501 1390014.2219.36634836403000-mm PIPE-BARS "W"752700-mm PIPE-BARS "W"752400-mm PIPE-BARS "W"7575UBARS "A"BARS "YS"30GBARS "C"BARS "YL"75757575BARS "A"5 @ 22560C ROADWAY L3090LINSTALLATIONCSKEWANGLEUBARS "Y"BARS "W"BARS "B"BARS "U"VARIESBARS "J"375-mm THRUUSECTION A-AU-150 1501800-mm PIPE2100-mm THRU3000-mm PIPEPIPEDIA375450600750900105012001350150016501800210024002700DIMENSIONSA B E G X Y Z-----------95010501200- - 2900 3315- - 3160 3700- - 3765 4555- - 4590 5575- - 5325 6540- - 6105 7520- - 6885 8520- - 7750 9590- - 8530 10620- - 9340 11695- - 10150 1267511550 8800 11770 1463513125 9950 13330 1662014725 11100 14945 186252540 3002800 3003405 3004225 3754965 4505745 5256520 6007390 6758170 7508945 8259725 90011285 105012845 120014400 1350DIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR TRIPLE LINE PIPE CULVERTA B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14N N N N NLGTH LGTH LGTH LGTH LGTHO O O O O44444444444444390542805060606069707925888010220111751219513180151501703519300111214161921 227524272932354045501275140016501850207525002700295032503450385042754725444666688810101414800900107512501425160017751950212523502550290032253600666666666666655060067575082590097510501125127515751 29501 32001111 7800138255375615085751 97001 12125NO1111111N N N NLGTH LGTH LGTH LGTH LGTHO O O O32503500412556756450810088751 124251725 1 13675 1 139751111113800442559756750840094751 10000 1 10300 1 10600 1 109001375 1 10500 1 10800 1 11100111162757050870097751 114001 12725 1 130251 14275 1 145756 1900 1 15300 1 15600 1 15900 1 162001347538501 47001 4650 1 4950 1 5250 1 5550 1 572511116575735090001 117001 133251 148751 16500166751 76501 6950 1 7250 1 7550 1 7850 1 8150 1 8450 1 86751 96001 10075 1 103751 112001 136251 151751 16800NO11111REINFORCING STEELN N NLGTH LGTH LGTHO O O9900115001392511 10675 1 10975 1 110751110050118001422511121001 12000 1 12300 1 12600 1 12900 1 131501452517100 1 17400 1 17700 1 18000N N N NLGTH LGTH LGTH LGTH LGTHO O O O1 121501 148251 1512515475 1 15775 1 16075 1 16375 1 16675 1 16975 1 171251 186001 18900 1 192001 19450PAY QTY1-HEADWALLCONC STEEL3(m ) (kg)0.97 581.24 691.74 922.37 1203.08 1593.88 1864.80 2355.79 2876.95 3429.07 42411.19 48815.30 63019.08 80425.82 1036R50 5 SP. @ 375 4 @ 300 6 SP.@ 2256 SPACES @ 375 4 @ 300 3@2254 SP. @ 375 7 SPACES @ 300VAR.5050375-mm THRU 2100-mm PIPE -50BARS "W" @ 300 C.C.100UAEBARS "US"Y150VAR. BARS "J"@ 300 C.C.BXPLAN10045A9 SPACES @ 2259 SPACES @ 300S2BARS "B",(EQUALLY SPACED)375-mm THRU 2100-mm PIPE - BARS "W" @ 300 C.C.AS15 SP. @ 3007 SPACES @ 3756 SPACES @ 375BARS "UL"6 SPACES @ 37550 3000-mm PIPE-BARS "W"50 2700-mm PIPE-BARS "W"50 2400-mm PIPE-BARS "W"50VAR.BBBARS "D"25FRONT ELEVATIONBBARS "C", EQUALLY SPACEDBZ *BARS "D"BARS "D"2525FRONT ELEVATION* NOTE: MEASURE NORMAL (PERPENDICULAR) TO PIPE.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONHEADWALLSFOR CONCRETE PIPEo1:2 SLOPE - 30 SKEWISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERHW-1230SHEET NUMBER6341RDEPAR TMENTO FT RANSPOTATI O N6 SPACES @ 300

STATEPROJECT NO.MISS.DIMENSIONS AND REINFORCING COMMON TO FLARED HEADWALLS FOR SINGLE, DOUBLE AND TRIPLE LINE PIPE CULVERTSPIPEDIAMINTHK"T"DIMENSIONSC H R S1 S2 U WUSNO LGTH NOULLGTHS LNO NOW1S LSIZE X X1 LGTHNO NOW2SIZE X X1 LGTH S LNO NOREINFORCING STEELW3 W4 W5 W6 W7 W8YS1 YS2 YS3 YS4 YS5 YS6 YS7 YS8 YL1 YL2 YL3 YL4SIZE X X1 LGTH S LNO NOSIZE X X1 LGTH S LSIZE X X1 LGTH S LSIZE X X1 LGTH S LSIZE X X1 LGTH S LSIZE X X1 LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTHNO LGTH NO LGTHNO NONO NONO NONO NONOYL5LGTHYL6NO LGTHYL7NO LGTHYL8NO LGTH375571757257751290155015020027752125023#1332550082522#133003006001700110251112511625450631758409001540180015025029002150023#1337560097523#133003006001700111501112511875600751751015115020402300150300211502197523#13500775127524#1340047587511#1330035065017001130011400111251232512375750881751190135024402700150375213502240023#13625950157524#13475650112522#13325375700170011300116001112512325127759001001901365157528903150150425215752285023#167251125185024#13600825142523#133505258751700113002182511125123252322510501131901540177532903550150500217752322523#168751300217524#136751000167524#13475700117511#1335055090017001130011900120251112512325135251362512001251901715200037404000150565220002370023#169251450237524#168001150195024#13550850140022#1337560097517001130011900222501112512325135252407513501382001890220041404400150625222002410023#1610501600265024#169001300220024#136751000167523#1347570011751700113001190032450111251232513525144251447515001502002065245046404900150675224502460023#1611501775292524#169751475245024#167501175192523#13550875142512#135007251225170011300119001250022700111251232513525144252497516501632002275275052205500165765227502517523#1912752000327524#1611001700280024#169501400235023#167751100187524#135508001350170011300119001250033000111751237513575144753562518001752002450295056005900175825229502555023#1914252225 365024#1912501925317524#1610501625267523#168501325217524#136001025162511#1352590014251700113001190012500131002320011175123751357514475156752600021002002002800335063556700200950233502630023#1916252575 420024#1915502275 382524#1913501975332523#1611251675280024#169501375232524#167501075182517001130011900125001310033600112251242513625145251572536800240022520031253775720575502001050237752715023#2216752850452514#2216752550422534#1915002250375023#1613001950325013#1611001650275023#169001350225023#1667510001675170011000119001250012875136253402511225124251362514525156501587537650270025020034754225806084502251200242252800024#2219253225515025#2219252925 485024#2217502625437523#1915502325387523#16135020253375 1 3 #16 1150 1725 2875 2 4 #16 950 1425 2375 1 1 #16 850 1325 2175 1 67511125117251232513075134501420044500 1 12751 240013600145001562516750182504885050 5 SPACES @ 375 4@300 6 @ 225 75 3000-mm PIPE - BARS "W"2700-mm PIPE - BARS "W"2400-mm PIPE - BARS "W"75754 @ 300 3@2257 SPACES @ 3006 SPACES @ 3754 SP. @ 375VAR.505075UBARS "A"BARS "YS"BARS "C"100375-mm THRU 2100-mm PIPE -BARS "W" @ 300 C.C.R50UG-100+ -BARS "A"H/2+19045GBARS "YL"Y45BARS "US"C ROADWAYLA45E90INSTALLATION3000-mm PIPE - BARS "W"2700-mm PIPE - BARS "W"2400-mm PIPE - BARS "W"BARS "J" @ 300 C.C.CLSEE SCHEDULESEE SCHEDULE150VAR.BARS "UL" & "US"SKEW ANGLEBARS "A"100BPLAN7575757560XSEE SCHEDULEBARS "C"13 SPACES @ 2258 SPACES @ 225BARS "B",SEE SCHEDULEAEQUALLY SPACED13 SPACES @ 300S2A4 @ 3007 SP. @ 300VAR.375-mm THRU 2100-mm PIPES- BARS "W" @ 300 C.C.BARS "YL"100S1BARS "UL"150TT12 SPACES @ 37510 SPACES @ 3758 SPACES @ 37530BARS "A"D25HUBARS "A"UVAR.VAR.R20-mm CHAMFERBARS "Y" 225300 300CBARS "W"BARS "U"BARS "J"BARS "B"UVAR.VAR.SECTION B-B50505050U40BARS "Y"BARS "W"BARS "B"BARS "U"VAR.BARS "J"150375-mm THRUUSECTION A-AU-150 1501800-mm PIPE2100-mm THRU3000-mm PIPE600WDIMENSIONSPIPEDIA A B E G X Y Z375 - - - 1320 2215 870 -450 - - - 1430 2540 980 -600 - - - 1675 3215 1225 -750 - - - 1940 3830 1490 -900 - - - 2170 4450 1720 -1050 - - - 2420 5040 1970 -1200 - - - 2665 5680 2215 -1350 - - - 2945 6305 2495 -1500 - - - 3195 6990 2745 -1650 - - - 3480 7755 2990 -1800 - - - 3765 8350 3240 -2100 950 5800 900 4340 9540 3740 -2400 1050 6550 900 4830 10770 4230 -2700 1200 7325 900 5400 12045 4725 -DIMENSIONSPIPEDIA A B E G X Y Z375 - - - 2420 3315 1970 300450 - - - 2630 3740 2180 300600 - - - 3125 4665 2675 300750 - - - 3760 5645 3305 375900 - - - 4325 6605 3880 4501050 - - - 4930 7555 4480 5251200 - - - 5530 8545 5080 6001350 - - - 6200 9560 5750 6751500 - - - 6800 10595 6355 7501650 - - - 7440 11715 6950 8251800 - - - 8080 12665 7555 9002100 950 10825 5925 9355 14555 8755 10502400 1050 12275 6625 10555 16495 9960 12002700 1200 13750 7325 11835 18480 11160 1350DIMENSIONSPIPEDIA A B E G X Y Z375 -450 -600 -750 -900 -1050 -1200 -1350 -1500 -1650 -1800 -2100 9502400 10502700 1200- - 3515- - 3835- - 4575- - 5580- - 6480- - 7445- - 8390- - 9455- - 10405- - 11400- - 1239015850 10950 1437518000 12350 1628520175 13750 18270441049456115746587651006511405128151420015675169751957522225249153065 3003385 3004125 3005125 3756035 4506995 5257940 6009005 6759960 75010910 82511865 90013775 105015690 120017595 1350DIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR SINGLE LINE PIPE CULVERTA B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14N N N N NLGTH LGTH LGTH LGTH LGTHO O O O O4444444444444455678891011121315171922222222222222N N N N NLGTH LGTH LGTH LGTH LGTHO O O O O44444444444444NONOREINFORCING STEELN N N NLGTH LGTH LGTH LGTH LGTHO O O ON N N NLGTH LGTH LGTH LGTH LGTHO O O ONONON N NLGTH LGTH LGTHO O ODIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR DOUBLE LINE PIPE CULVERTREINFORCING STEELN N NLGTH LGTH LGTHO O ON N N NLGTH LGTH LGTH LGTH LGTHO O O OA B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J1489111315171921 27002325283236404445556678891011DIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR TRIPLE LINE PIPE CULVERTN N N N NLGTH LGTH LGTH LGTH LGTHO O O O O444444444444442325255029703410381542404660511555406035649574208235945534253750442052305970675075258370944510295111101273514260158902222222222222244444444444444111111111111111111111111111 20001111111111111111111111111 1032511 12800NO11111111111REINFORCING STEELN N N NLGTH LGTH LGTH LGTH LGTHO O O ONON N NLGTH LGTH LGTHO O ON N N NLGTH LGTH LGTH LGTH LGTHO O O OA B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14452049555870705081259565106851192513050142551542017755202902262512131619222529323539424855621275140016501850207522752500270029503250345038504275472512751400165018502075227525002950325034503850427547251275140016501850207522752500270029503250345038504275666888101012141416188009001075125014251600177519502125235025502900322536008009001075125014251600177519502125235025502900322536008009001075125014251600177519502125235025502900322566666666666664725 20 3600 655060067575082590097510501125127513751575172519005506006757508259009751050112512751375157511111111147515751825210023252575282531003350362539254500497555502575277532753900447550755675635069507575822598001725 1 110001900 1 12275550600675750825900975105036753975472557256625760085501125 1 108501275 1 118501375 1 128501725 1 1675011111112100235026252850310033503625385041504450502555006075310033003800442550005600620068757475810087501152542004500525062507150812593751 11375111111111111111111111240026252850312533503600385041254400465049505525600066003500382543254925550061006700740080008625957546005025577567507650862599001 119001 12375 1 129001 13375 1 138751 17275 1 1777511111111111111111111113375365038754125440046504900517554756050652571003925482554506025662572257900850094251 10850 1 113501 12050 1 1255011111111111111111144004650490051755425570060006575705076251 10075 1 10600158256550715077508425932599501 130751 13325 1 13825 1 14350111112700512562757275817594509900 1 10425 1 10925 1 114501111400011111111111111115175542557005950622565257100757581506775767582758950985011111111111162256475675070507625810086501 103751 10475 1 11000111257725872597751 1165011875 1 12400 1 12925765087001 10400 1 10925 1 114501 12400 1 129251 13400 1 139251 14400 1 149251 13600 1 141251 14875 1 15400189259975 1 10500 1 105501 134501 144501 1545011111 19650 11 21625 11190011975 1 12500 1 130251575 1 14825 1 15350 1 15850 1 16400 1 16900 1 17425 1 179501 18600 1 191251900 1 19025 1 19550 1 20075 1 20575 1 211004625522558501111111697572757575812586001111177758075865094251111947599509500 1 10000 1 105251 100251 109001164751 134251 146251 1107511525 1 12025 1 1220012150 1 12675 1 131251 139501 151501 10000 1 100501 10475 1 110001 110501 14475 1 15000 1 150501 15675 1 16200 1 167251 15900 1 16425 1 16950 1 17475 1 180001 1327513975 1 1447514975 1 1550015975 1 165001 1875071501 146501 160001 170001 19275795085501 11575 1 12075 1 12600N N N NLGTH LGTH LGTH LGTH LGTHO O O O1 161751 174751 19800 1 20325 1 203751112751 1700020175 1 20700 1 21200 1 21725 1 22250 1 22750 1 230251 18825 1 1905022150 1 22675 1 23175 1 23700 1 24225 1 24750 1 25250 1 25775PAY QTY1-HEADWALLCONC STEEL3(m ) (kg)0.65 390.83 461.19 631.57 802.01 1092.49 1303.05 1603.64 1884.35 2305.70 2967.01 3409.81 46412.17 57716.68 784PAY QTY1-HEADWALLCONC STEEL3(m ) (kg)0.95 531.20 651.70 872.29 1132.97 1503.70 1844.57 2255.49 2676.58 3278.59 41210.59 47314.54 63618.12 78824.59 1035PAY QTY1-HEADWALLCONC STEEL3(m ) (kg)1.27 691.57 832.22 1103.01 1463.91 1924.92 2396.09 2947.33 3488.80 42311.49 53014.17 60019.27 80224.06 99932.50 1295450R+50+ -BARS "J"X1BARS "D"BARS "YS"150BBARS "D"B*ZBARS "B"BARS "W"BAR BENDING DETAILSXNOTE: FOR BARS "YL" & "YS",SCHEDULED LENGTH INCLUDESBENT SECTION.NOTE: WHENEVER THE COMPUTED LENGTH OF BAR EXCEEDS 9000 mm, THE SCHEDULED LENGTH INCLUDES A300-mm LAP. ALL BARS ARE #13 EXCEPT BARS "W". SEE SCHEDULE FOR SIZE OF BARS "W". IN BARDESIGNATIONS (e.g. "YS" & "YL"), S DENOTES SHORT WING AND L DENOTES LONG WING.GENERAL NOTES:1. SPECIFICATIONS: MISSISSIPPI DEPARTMENT OF TRANSPORTATION, LATEST EDITION.2. ALL CONCRETE SHALL BE CLASS "B".3. ALL EXPOSED EDGES SHALL BE CHAMFERED 20 mm.4. EXPOSED CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH THE APPLICABLE SECTION OF THE MDOT SPECIFICATIONS.5. ALL LENGTHS AND QUANTITIES IN THE TABLES HEREON ARE BASED ON CONCRETE PIPE.6. QUANTITIES SHOWN SHALL BE THE BASIS FOR FINAL PAYMENT UNLESS AUTHORIZED MODIFICATIONS ARE MADE.B25FRONT ELEVATIONBARS "C", EQUALLY SPACEDBBARS "D"BARS "D"2525FRONT ELEVATION* NOTE: MEASURE NORMAL (PERPENDICULAR) TO PIPE.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONHEADWALLSFOR CONCRETE PIPEo1:2 SLOPE - 45 SKEWISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERHW-1245SHEET NUMBER6342RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.X1SEE SCHEDULESEE SCHEDULEDIMENSIONS AND REINFORCING COMMON TO FLARED HEADWALLS FOR SINGLE, DOUBLE AND TRIPLE LINE PIPE CULVERTSXBARS "W"G-100+ -H/2+190BARS "U"SEE SCHEDULEBARS "J"BARS "C"SEE SCHEDULEBARS "D"PIPEDIA375450MINTHK"T"5763DIMENSIONSC H R S1 S2 U W175 725 1165 1185 1240 150 200175 840 1350 1385 1440 150 250NO44ULGTHW1W2REINFORCING STEELW3 W4 W5 W6 W7 W8Y1 Y2 Y3 Y4 Y5 Y6 Y7 Y8NO SIZE X X1 LGTH NO SIZE X X1 LGTH NO SIZE X X1 LGTH NO SIZE X X1 LGTH NO SIZE X X1 LGTH NO SIZE X X1 LGTH NO SIZE X X1 LGTH NO SIZE X X1 LGTH NO LGTH NO LGTHNO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH1150 4 #13 325 500 825 6 #13 300 250 55013254#133756009758#13300300600228008002215001700600751751015172517801835150300417254#1350077512756#134004758752#13300350650280022100450BARS "A"R+50+ -15070750900105088100113175190190119013651540202523652665210524652780215525152835150150150375425500444202524252750444#13#16#1662572587595011251300157518502175666#13#13#134756006756508251000112514251675688#13#13#1332542547542552570075095011754#1337550087522280080080022218751725172522224252775292523100BARS "Y"1200135012513819020017151890300033003140346031953515150150565625443125342544#16#169251050145016002375265066#16#16800900115013001950220088#13#1360067585010001450167548#13#13375500550700925120022800800221725172522292529254434753775BARS "B"NOTE: SCHEDULE LENGTHINCLUDES 150-mm1500165015016320020020652275367541253855433039104390150165675765443850427544#16#1911501275177520002925327566#16#169751100147517002450280088#16#16750950117514001925235066#13#1655077587511001425187546#13 400 575 975#135508001350228008252217251725222925292522382538254642254700BENT SECTION.18001752002450442546454710175825446004#1914252225 36506#191250192531758#161050162526756#16850132521756#13600102516252#13 600 900 150028252172522925238252472545000BAR BENDING DETAILSNOTE: WHENEVER THE COMPUTED LENGTH OF BAR21002400270020022525020020020028003125347550255775640052756075673053456145681520020022595010501200444527560756725246#19#22#221625167519252575 42002850322545255150668#19#22#221550167519252275 38252550 42252925 4850886#19#19#22135015001750197533252250 37502625 4375666#16#19#22112513001550167519502325280032503875646#16#16#1995011001350137516502025232527503375866#16#16#167509001150107513501725182522504#16 650 1150 1800222875 4 #16 950 1425 2375 2 #16 925 1350 2275 2 900 2 1800 2 2700 2 3600 2 4725 2 5850 2 6600 882575022180016502227252850223725375022467545006255255625663507000EXCEEDS 9000 mm, THE SCHEDULED LENGTH INCLUDESA 300-mm LAP. ALL BARS ARE #13 EXCEPT BARS"W". SEE SCHEDULE FOR SIZE OF BARS "W".GENERAL NOTES:1. SPECIFICATIONS: MISSISSIPPI DEPARTMENT OF TRANSPORTATION, LATEST EDITION.2. ALL CONCRETE SHALL BE CLASS "B".3. ALL EXPOSED EDGES SHALL BE CHAMFERED 20 mm.4. EXPOSED CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH THEAPPLICABLE SECTION OF THE MDOT SPECIFICATIONS.5. ALL LENGTHS AND QUANTITIES IN THE TABLES HEREON ARE BASED ON CONCRETE PIPE.6. QUANTITIES SHOWN SHALL BE THE BASIS FOR FINAL PAYMENT UNLESS AUTHORIZEDMODIFICATIONS ARE MADE.20-mm CHAMFERBARS "A"PIPEDIA375450600750900105012001350150016501800210024002700DIMENSIONSA B E G X Y Z-----------105012001350-----------472554006075-----------60060060099510701245143015951770194521452320252027203125347538801520173021802590299533903805423046755180557063607255806067575092511151275145016251825200021752350270030503400--------------A B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14 J15 J16 J17 J18 J19 J20 J21 J22N N LGTHOO4444444444444420002190254029003240359039404315466550755450620568807635455677889910111214DIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR SINGLE LINE PIPE CULVERTN N N N N N N NLGTH LGTH LGTH LGTH LGTH LGTH LGTH LGTH LGTHO O O O O O O O1665185022252525286531653500380041754625492555256275690022222222222222800900107512501425160017751950212523502550290032253600222222222222225506006757508259009751050112512751375157517251900111111111111 305011950102511751425155017251900210022502475262534753875111111111111111150125014001625177519502100230024752675285032503700410011111111111111137514501600185020002150232525252700290030753475392543001111111111111116001675182520502200237525502750292531003300370041254525111 2050111 2600111111625185022752425277529753150332535251 39001 43501 4750111111111111227524752650280029753175335035503750412545754975NO11111111111REINFORCING STEELN N N N N N NLGTH LGTH LGTH LGTH LGTH LGTH LGTH LGTHO O O O O O O2700285030253200340035753775397543254800517511111111113075325034253625380040004175455050005400111111111131003475365038504025422544004775522556251111111113500385040504250442546254975545058251111111139004275445046504850520056506050111111143254675487550755425587562751111114800507552755650610065001111153005500587563256700NO1111LGTH5725610065506925NO111LGTH630067507150NO111LGTH652569757375NO11LGTH72007575NO11N N NLGTH LGTH LGTH LGTHO O O740078001175508025PAY QTY1-HEADWALLCONC3(m )0.610.761.111.481.912.382.933.514.215.566.869.5212.151 8225 1 8400 16.58STEEL(kg)39475980106132167192237296348456615863UR40DIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR DOUBLE LINE PIPE CULVERTPAY QTYVAR.100TTDH25UBARS "A"BARS "Y"300 300 225CBARS "W"BARS "U"BARS "J"BARS "B"150W600UBARS "Y"BARS "W"BARS "B"BARS "U"VARIESBARS "J"SECTION A-A375-mm THRUUU-150 1501800-mm PIPE2100-mm THRU3000-mm PIPEPIPEDIA375450600750900105012001350150016501800210024002700DIMENSIONSA B E G X Y Z- -- -- -- -- -- -- -- -- -- -- -900 8275900 9450900 10625- 1770 2295 1450 300- 1920 2580 1600 300- 2270 3205 1950 300- 2720 3875 2400 375- 3120 4520 2800 450- 3545 5165 3225 525- 3970 5830 3650 600- 4445 6530 4125 675- 4870 7225 4550 750- 5320 7980 4975 825- 5770 8620 5400 9004150 6675 9910 6250 10504650 7525 11305 7100 12005150 8430 12610 7950 1350A B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14 J15 J16 J17 J18 J19 J20 J21 J22N N LGTHOO44444444444444277530403565419047655365596566157215787585001005511230124857891012131516171820232629N N N N N N N NLGTH LGTH LGTH LGTH LGTH LGTH LGTH LGTH LGTHO O O O O O O O16651850222525252865316535003800417546254925552562756900333444455556778009001075125014251600177519502125235025502900322536004444444444444455060067575082590097510501125127513751575172519001111111111111117251875220027003075350039254400480052755675660075258425111111111111111925210024252900330037254125460050255475590068007750865011111111111111215023002625312535253925435048255250570061257025795088501111111111111123752525285033253725415045755050547559006350725081759375111111111111112400270030753550395043754800527557006125657574508400960011111111111133003750417545755000547559006350680076758625NO1111111111REINFORCING STEELN N N N N N NLGTH LGTH LGTH LGTH LGTH LGTH LGTH LGTHO O O O O O O39754375480052255700612565757025787588251111111114600502554505925635068007225810093501111111114625525056756150657570257450832595759825 1 10025 1 10250 1 10475 1 10675 1 10900 11111111152755875635068007250767585251111115925657570007450790087501111166257225767581258975111111111 11550NO11LGTH9775 1 10000 1 10225 1 10450 1 10650 1 108751112573507875832595001135081008550972587759950NO11LGTH1015011100NO1LGTH1 1037511325NO1 11775 1 12000 1 12225 11LGTH11525NO1N N NLGTH LGTH LGTH LGTHO O O1175011195012425 1 12650 1 128501 13100 1 132501-HEADWALLCONC3(m )0.841.041.492.022.623.294.074.885.887.819.7213.2617.5023.65STEEL(kg)5362801081451812272673213974656138231112SECTION B-BDIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR TRIPLE LINE PIPE CULVERTPAY QTYPIPEDIADIMENSIONSA B E G X Y ZA B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14 J15 J16 J17 J18 J19 J20 J21 J22N N N N N N N N N NLGTHOLGTH LGTH LGTH LGTH LGTH LGTH LGTH LGTH LGTHO O O O O O O O ONOREINFORCING STEELN N N N N N NLGTH LGTH LGTH LGTH LGTH LGTH LGTH LGTHO O O O O O ONOLGTHNOLGTHNOLGTHNOLGTHNOCONCN N N3LGTH LGTH LGTH LGTH(m )O O O1-HEADWALLSTEEL(kg)G375450------25452770307034302225245030030044355038901011166518504480090066550600112500272511270029501129253150113150337511317535501.071.336777BARS "A"600---329542302975300445901322254107566751322513450136501387514100143251.88102750---40055165369037545475142525612506750139751417514400146001482515025152502.56136BARS "C"BARS "Y"T7575757590010501200---------4645532059956045694078554325500056754505256004446290714079901719222865316535006661425160017756668259009751114600527559501114825550061501115050570063751115250592566001115475615068251115700635070251115900657572501116125680074751116150702577001170507900179503.344.205.21183229287U1350---6745883064256754891524380081950610501670016900171251735017575177751800018225184501865018875189256.2634110 @ 22515015001650------7420812097751078071007775750825441006510975252741754625882125235066112512751173508075117575827511780085001180258700118250892511845094501186759675118900990011942510125196501 10350198501 105501 100751 107751 102001 109751112007.5410.07409502A18002100-900-11825-77008820102251167013460845098009001050441185013605303549255525810255029006613751575187251 10450189501 10650194751 1087511970011100119925113001 101501 115251 103751117251 105751119501 108001 121751111025123751112501 126001 114751 128251 116751 130501 119001 132751121251 135001 1370011392512.5917.005877713@300100240027009009001350015175870097001157512980153551716011150125001200135044152801703539446275690012123225360066172519001111875132751 121001 135001 123001 137001112525139251112750141501 129751 143501131751 145751 134001 148001 136251 150251113850152501 140501 154501 142751 156751 145001 159001 147001161251 149251 163251151501 165501 153751 167501 155751 169751 158001 172001 159251 174251 17650 1 1780022.8830.7710221355BARS "W" @ 300 C.C.A AUS1S220REBARS "U"VAR.BARS "B",BARS "J" 300 C.C.YEQUALLY SPACEDBXPLAN11 SPACES @ 300375-mm THRU 2100-mm PIPE -6@225 6 @ 300 9 SPACES @ 3757 SP. @ 375VARIES5050505010 SPACES @ 3753000-mm PIPE - BARS "W"2700-mm PIPE - BARS "W"2400-mm PIPE - BARS "W"HEADWALL PARALLELTO CLROADWAYo1515 SKEW INSTALLATIONPLANCLROADWAYGBARS "D"25BBFRONT ELEVATIONBARS "D"GZ2525BARS "C",EQUALLY SPACED*FRONT ELEVATIONBARS "D"* NOTE: MEASURE NORMAL (PERPENDICULAR) TO PIPE.BBDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONHEADWALLSFOR CONCRETE PIPEO O1:3 SLOPE - 0 - 15 SKEWISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERHW-1300SHEET NUMBER6343RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.DIMENSIONS AND REINFORCING COMMON TO FLARED HEADWALLS FOR SINGLE, DOUBLE AND TRIPLE LINE PIPE CULVERTSPIPEDIAMINTHK"T"DIMENSIONSC H R S1 S2 U WUSNO LGTH NOULLGTHS LNO NOW1S LSIZE X X1 LGTHNO NOW2SIZE X X1 LGTH S LNO NOREINFORCING STEELW3 W4 W5 W6 W7 W8YS1 YS2 YS3 YS4 YS5 YS6 YS7 YS8 YL1 YL2 YL3 YL4SIZE X X1 LGTH S LNO NOSIZE X X1 LGTH S LSIZE X X1 LGTH S LSIZE X X1 LGTH S LSIZE X X1 LGTH S LSIZE X X1 LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTHNO LGTH NO LGTHNO NONO NONO NONO NOYL5NO LGTHYL6NO LGTHYL7NO LGTHYL8NO LGTH37557175725116514951645150200211752145023#1332550082533#13300300600167511350110751180045063175840135017601910150250213502170023#1337560097534#133003006001675115501107512050600751751015172522902440150300217252225023#13500775127534#1340047587521#1330035065016751157511925110751227512575750881751190202527152865150375220252267523#13625950157534#13475650112533#13300425725167511575122251107512275130009001001901365236531903340150425223752315023#167251125185034#13600825142534#133505258751 1 #13 325 475 800167511575124751255011075122752350010501131901540266536153765150500226752357523#168751300217534#136751000167535#13475700117521#1335055090016751157512475128501107512275137751392512001251901715300040954245150565230002405023#169251450237534#168001150195035#13550850140032#1337560097516751157512475132001107512275137752440013501382001890330045154665150625233002447523#1610501600265034#169001300220035#136751000167544#13475700117516751157512475235001107512275137752482515001502002065367550455195150675236752500023#1611501775292534#169751475245035#167501175192544#13550875142512#135007251225167511575124751367523875110751227513775149752535016501632002275412556705835165765241252562523#1912752000327534#1611001700280035#169501400235044#167751100187524#135508001350167511575124751367534325110751227513775149753597518001752002450442560856260175825244252602523#1914252225 365034#1912501925317535#1610501625267544#168501325217524#136001025162511#1352590014251700116001250013700146002495011100123001380015000162002640021002002002800502569057105200950250252685023#1916252575 420034#1915502275 382535#1913501975332544#1611251675280024#169501375232524#16750107518251725116251252513725146251537525550111251232513825150251622537250240022520031255775796581652001050257752792523#2216752850452534#2216752550422535#1915002250375044#1613001950325023#1611001650275024#169001350225032#1680011501950172511625125251372514625153753600011125123251382515025162251742538325270025020034756400882590502251200264002877534#2219253225515045#2219252925 485035#2217502625437534#1915502325387533#16135020253375 2 4 #16 1150 1725 2875 3 3 #16 950 1425 2375 1 2 #16 850 1325 2175 1 750 1 1650 1 2550 1 3750 1 4650 1 5400 1 6525 3 6650 1122512350138501505016175176751880039500450G-100+BARS "A"R+50+ --BARS "B"H/2+190SEE SCHEDULESEE SCHEDULEBARS "UL" & "US"BARS "YL"BARS "C"SEE SCHEDULESEE SCHEDULEBARS "J"X1BARS "W"BAR BENDING DETAILSXBARS "D"BARS "YS"150150NOTE: FOR BARS "YL" & "YS",SCHEDULED LENGTH INCLUDESBENT SECTION.NOTE: WHENEVER THE COMPUTED LENGTH OF BAR EXCEEDS 9000 mm, THE SCHEDULED LENGTH INCLUDES A 300-mmLAP. ALL BARS ARE #13 EXCEPT BARS "W". SEE SCHEDULE FOR SIZE OF BARS "W". IN BAR DESIGNATIONS(e.g. "YS" & "YL"), S DENOTES SHORT WING AND L DENOTES LONG WING.45PIPEDIA375450600750900105012001350150016501800210024002700DIMENSIONSA B E G X Y Z-----------95010501200- - 1115 1915 750 -- - 1200 2185 835 -- - 1400 2765 1040 -- - 1615 3280 1255 -- - 1805 3805 1440 -- - 2005 4305 1645 -- - 2205 4845 1845 -- - 2440 5375 2075 -- - 2640 5955 2280 -- - 2875 6605 2480 -- - 3105 7110 2685 -5025 600 3570 8115 3090 -5775 600 3975 9265 3490 -6400 600 4440 10295 3895 -A B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14 J15 J16 J17 J18 J19 J20 J21 J22N N N N NLGTH LGTH LGTH LGTH LGTHO O O O O44444444444444212023202695308534503825420046104985543058356650738081955567789910111113151616651850222525252865316535003800417546254925552562756900222222222222228009001075125014251600177519502125235025502900322536002222222222222255060067575082590097510501125127513751575172519001111111111111111501250145016751850205022502475270029253150360040254500DIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR SINGLE LINE PIPE CULVERTNO11111111111N N N NLGTH LGTH LGTH LGTH LGTHO O O O145015501750197521502350255027751 3000322534501 390043251 480011111111111111175018502050227524502650285030753300352537504200462551001 205011111111 360011 40501 450012150235025752750295031503375382549251 540011 265011 30501 32501 345011 390011 43501 48001232528753675412552251111111111129253175335035503750397542004425465051005525NO1111111111REINFORCING STEELN N NLGTH LGTH LGTHO O O342536503850405042754500472549505400582511111111139504150435045754800502552505700612511111111445046504875510053255550600064251111111N N N NLGTH LGTH LGTH LGTH LGTHO O O O4950517554005625585063006725111111150005475570059256150660070251111115525600062256450690073251111161006525675072007625NOLGTHNOLGTHNOLGTHNOLGTHNON NLGTH LGTH LGTHO O1 5700 1 6000 1 6300 1 6600 1 6900 1 7200 1 7500 1 7800 1 8100 1 8400 1 8700 1 9000 1 9600 1 9900 1 10200 1 10500 1 10800 1 108251111677570507500792511172757800822511810085251183258825194251972519775NOLGTHPAY QTY1-HEADWALLCONC STEEL3(m ) (kg)0.71 430.90 511.31 731.75 922.26 1222.81 1463.48 1884.16 2185.00 2696.60 3458.14 40111.37 53514.47 70819.65 960GENERAL NOTES:1. SPECIFICATIONS: MISSISSIPPI DEPARTMENT OF TRANSPORTATION, LATEST EDITION.2. ALL CONCRETE SHALL BE CLASS "B".3. ALL EXPOSED EDGES SHALL BE CHAMFERED 20 mm.4. EXPOSED CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH THE APPLICABLE SECTION OF THE MDOT SPECIFICATIONS.PIPEDIA375DIMENSIONSA B E G X Y Z- - - 2005 2805 1645 300A B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14 J15 J16 J17 J18 J19 J20 J21 J22N N N N NLGTH LGTH LGTH LGTH LGTHO O O O O43010 8 1665 3 800 4 550 1 2050DIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR DOUBLE LINE PIPE CULVERTNO1N N N NLGTH LGTH LGTH LGTH LGTHO O O O23501265012950NOREINFORCING STEELN N NLGTH LGTH LGTHO O ON N N NLGTH LGTH LGTH LGTH LGTHO O O ONOLGTHNOLGTHNOLGTHNOLGTHNON NLGTH LGTH LGTHO ONOLGTHPAY QTY1-HEADWALLCONC STEEL3(m ) (kg)1.01 575. ALL LENGTHS AND QUANTITIES IN THE TABLES HEREON ARE BASED ON CONCRETE PIPE.450---21803165181530043300818503900460012225125251282513125133251.27676. QUANTITIES SHOWN SHALL BE THE BASIS FOR FINAL PAYMENT UNLESS AUTHORIZED MODIFICATIONS ARE MADE.20-mm CHAMFERUBARS "A"R6007509001050------------258531053565405539454765556563552220274032003695300375450525444438804575521058751011131522252525286531653444107512501425160044446757508259001111262531503600410011112925345039004400111132253750420047001111352540504500500011113825435048005300111141004650510056001114925540059001157006200165001.832.493.244.0896122164199C4012001350------45455095718580304185473060067544654072651618350038004517751950449751050114600515011490054501152005750115500605011580063501161006650116400695011670072501 70001 755011730078501173508150181755.076.112523023000-mm PIPE - BARS "W"2700-mm PIPE - BARS "W"VAR.2400-mm PIPE - BARS "W"100BARS "A"DTTU25HBARS "A"BARS "YS"30BARS "C"G225300300BARS "Y"BARS "U"SECTION B-BBARS "A"BARS "YL"BARS "W"75BARS "J"BARS "B"757575150W600UBARS "U"VAR.BARS "Y"BARS "W"BARS "J"60BARS "B"C ROADWAY L90375-mm THRUUSECTION A-A1800-mm PIPE150U-1502100-mm THRU3000-mm PIPE1500 - - - 5585 8895 5220 7501650 - - - 6105 9840 5715 8251800 - - - 6630 10630 6205 9002100 950 9125 4700 7670 12215 7190 10502400 1050 10450 5275 8650 13940 8165 12002700 1200 11650 5850 9690 15550 9150 1350DIMENSIONSPIPEDIA A B E G X Y Z375 - - - 2900 3700450 - - - 3160 4150600 - - - 3765 5130750 - - - 4590 6250900 - - - 5325 73251050 - - - 6105 84051200 - - - 6885 95201350 - - - 7750 106901500 - - - 8530 118451650 - - - 9340 130701800 - - - 10150 141502100 950 13225 8800 11770 163102400 1050 15125 9950 13330 186202540 3002800 3003405 3004225 3754965 4505745 5256520 6007390 6758170 7508945 8259725 90011285 105012845 1200444444A B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14 J15 J16 J17 J18 J19 J20 J21 J22N N N N NLGTH LGTH LGTH LGTH LGTHO O O O O444444444444479308660966011050123552021 462523273013745 34 69003905428050606060697079258880102201117512195131801515017035111214161921242729323540454175492555256275166518502225252528653165350038004175462549255525627555667744466668881010142125235025502900322580090010751250142516001775195021252350255029003225444446666666666666112512751375157517255506006757508259009751050112512751575111111 29501 320011 4650111 69501 780015625615066757725870038255375615085751 97001 1212511111DIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR TRIPLE LINE PIPE CULVERTNO111111111592564506975802590001725 1 13675 1 139751111111111N N N NLGTH LGTH LGTH LGTH LGTHO O O O3250350041254950567564507250810088751 12425111111111622567507275832596003550380044255250597567507550840094751375 1 10500 1 10800 1 11100111111111652570507575862599003600 4 1900 1 10050 1 10350 1 10650 1 10950 1 112503850410047255550627570507850870097751 114001 12725 1 130251 14275 1 1457511116825735078758925111171257650817595251 10200 1 105001 10000 1 10300 1 10600 1 10900111111143005025585065757350815090001 117001 133251 148751 115501115275615068751 76501 84501 96001 112001 136251 1517511111 108001 11850NO1111111174257950847598251111 101251772582508775111001 12150REINFORCING STEELN N NLGTH LGTH LGTHO O O640071757950875011111174758250935011 85501802593751 104251 114001 124501111855096501118325885096751 107251 117001 127509900 1 10200 1 10500 1 108001 10075 1 10375 1 10675 1 10975 1 1127511500118001210011118625945099751 110251 1305011892597501 113251 13350N N N NLGTH LGTH LGTH LGTH LGTHO O O O99501 115751 124001 12000 1 12300 1 12600 1 12900 1 1320013925154751422514525 1 1482515775 1 16075 1 16375193501 100501 10275 1 105751 116251 136501 103001 10875 1 11075111925 1 12225 1 12525 1 127001 12000 1 12300 1 12600 1 12900 1 13200 1 13500 1 13800 1 14100119975111001 118751 127001 135001 151251111 16675 11115012175 1 123001 13000 1 133001 13800 1 141001 139501 135251 14250 1 14550NOLGTH1 14400 1 14625NOLGTH1 14850NOLGTH15425 1 15725 1 16025 1 16325 1 16625 1 168001NO15150LGTH1 144001 1545016975 1 17275 1 17575 1 17875 1 18475 1 18775 1 19075 1 19375NO1 144501 15750 1 16050 1 16075N NLGTH LGTH LGTHO O119425NOLGTH7.36 3709.69 46011.98 54216.26 71720.73 93827.83 1247PAY QTY1-HEADWALLCONC STEEL3(m ) (kg)1.31 711.63 852.35 1193.22 1554.23 2075.34 2506.65 3228.06 3909.72 47012.78 58215.81 68321.16 89026.97 11718 @ 225757575752700 120016900111001494520800144001350419300506900143600619001 153001 156001 159001 162001 165001 168001171001 174001 177001 180001 186001189001 192001 195001 198001 201001 204001 207001 210001 21300 1 21600 1 2162536.001526U15 SPACES @ 30050 7 SP. @ 375 6 @ 300 10 SP. @ 22550 6 SP. @ 375 9 SPACES @ 300 6 @ 2256 SP. @ 375 11 SPACES @ 300VAR.5050375-mm THRU 2100-mm PIPE -100BARS "W" @ 300 C.C.BARS "US"UAEYRBARS "J" @ 300 C.C.15010045PLANBARS "UL"AS2BARS "B",(EQUALLY SPACED)VAR.BX14 SPACES @ 225 9 SPACES @ 375375-mm THRU 2100-mm PIPE - BARS "W" @ 300 C.C.9 SPACES @ 300AS19 SPACES @ 30011 SPACES @ 3758 SPACES @ 375U30INSTALLATIONVAR.50CLSKEWANGLE50 3000-mm PIPE - BARS "W"2700-mm PIPE - BARS "W"5050 2400-mm PIPE - BARS "W"BBBARS "D"25FRONT ELEVATIONBBARS "D"25BARS "C", EQUALLY SPACEDBZBARS "D"FRONT ELEVATION* NOTE: MEASURE NORMAL (PERPENDICULAR) TO PIPE.*25DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONHEADWALLSFOR CONCRETE PIPEo1:3 SLOPE - 30 SKEWISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERHW-1330SHEET NUMBER6344RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.X1XBARS "W"G-100+ -H/2+190SEE SCHEDULEBARS "U"SEE SCHEDULEBARS "J"SEE SCHEDULEBARS "C"SEE SCHEDULEBARS "D"PIPEDIAMINTHK"T"DIMENSIONSC H R S1 S2 U WNOULGTHDIMENSIONS AND REINFORCING COMMON TO FLARED HEADWALLS FOR SINGLE, DOUBLE AND TRIPLE LINE PIPE CULVERTSREINFORCING STEELW1W2W3 W4 W5 W6 W7 W8Y1 Y2 Y3 Y4 Y5 Y6 Y7 Y8NO SIZE X X1 LGTH NO SIZE X X1 LGTH NO SIZE X X1 LGTH NO SIZE X X1 LGTH NO SIZE X X1 LGTH NO SIZE X X1 LGTH NO SIZE X X1 LGTH NO SIZE X X1 LGTH NO LGTH NO LGTHNO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTHMISS.450BARS "A"R+50+ -150BARS "Y"7037545060075090057637588100175175175175190725840101511901365155018002300270031501595186523952820330016501915244528703355150150150150150200250300375425444441525177523252750322544444#13#13#13#13#16325375500625725500600775950112582597512751575185062888#13#13#13#13#133003754004756003005504756508256009258751125142528688#13#13#13#13#133003253003254252503003003505255506256006759504#13325475800222221025102510251025102522222185021002300222523252430503550BARS "B"NOTE: SCHEDULE LENGTHINCLUDES 150-mmBENT SECTION.10501200135015001131251381501901902002001540171518902065355040004400490037254205463051653780425546805215150150150150500565625675444436504150457550754444#16#16#16#168759251050115013001450160017752175237526502925881010#16#16#16#166758009009751000 16751150 19501300 22001475 2450101088#13#13#16#16475600675750700850100011751175145016751925481010#13#13#13#13300375500550400550700875700925120014254#1340060010002222102510251025102522222225230023002300222237003500367535002442397544504875492545425BAR BENDING DETAILSNOTE: WHENEVER THE COMPUTED LENGTH OF BAREXCEEDS 9000 mm, THE SCHEDULED LENGTH INCLUDESA 300-mm LAP. ALL BARS ARE #13 EXCEPT BARS"W". SEE SCHEDULE FOR SIZE OF BARS "W".165018002100240027001631752002252502002002002002002275245028003125347555005900670075008300579562157060791587555855628071307980893516517520020022576582595010501200444445725615069757900875046668#19#19#19#22#22127514251625167519252000 32752225 36502575 42002850 45253225 51501086810#16#19#19#22#22110012501550167519251700 28001925 31752275 38252550 42252925 48508810108#16#16#19#19#2295010501350150017501400 23501625 26751975 33252250 37502625 4375810888#16#16#16#16#197758501125130015501100132516751950232518752175280032503875108866#13#13#16#16#165506009501100135080010251375165020251350162523252750337541068#13 500 725 1225#16 750 1075#16 900 1350#16 1150 172518252250287566#16#16650950115014251800237522224 #16 925 1350 2275 210251025102510501125222222300230023002250225022222370035253475375034502222249254925492549504800622226075622562256075592546226500735075757425628200892589500GENERAL NOTES:DIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR SINGLE LINE PIPE CULVERTPAY QTY1. SPECIFICATIONS: MISSISSIPPI DEPARTMENT OF TRANSPORTATION, LATEST EDITION.2. ALL CONCRETE SHALL BE CLASS "B".3. ALL EXPOSED EDGES SHALL BE CHAMFERED 20 mm.PIPEDIADIMENSIONSA B E G X Y ZA B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14 J15 J16 J17 J18 J19 J20 J21 J22 J23 J24 J25 J26 J27 J28N N N N NLGTH LGTH LGTH LGTH LGTHO O O O ONON N N NLGTH LGTH LGTH LGTH LGTHO O O ONOREINFORCING STEELN N NLGTH LGTH LGTHO O ON N N NLGTH LGTH LGTH LGTH LGTHO O O ONOLGTHNOLGTHNOLGTHNOLGTHNON NLGTH LGTH LGTHO ONON NLGTH LGTH LGTHO ON LGTHONOLGTHN LGTHONOLGTH1-HEADWALLCONC3(m )STEEL(kg)4. EXPOSED CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH THEAPPLICABLE SECTION OF THE MDOT SPECIFICATIONS.5. ALL LENGTHS AND QUANTITIES IN THE TABLES HEREON ARE BASED ON CONCRETE PIPE.6. QUANTITIES SHOWN SHALL BE THE BASIS FOR FINAL PAYMENT UNLESS AUTHORIZEDMODIFICATIONS ARE MADE.3754506007509001050------------------99510701245143015951770180520602600308035704035675750925111512751450------4444442000219025402900324035904556772050230028003200365040502222228009001075125014251600222222550600675750825900111111925100012001375155017001111111150122514001600177519251111111375145016251825200021501111111600167518502050220023751111111825190020752250242525751111111925210023002475265028001111121752500270028753025111127002925310032501113125330034751113200352537001137003900141500.781.001.471.982.573.22475874102138168BARS "A"UR20-mm CHAMFER120013501500---------194521452320454050305565162518252000---44439404315466588945004900540022217751950212522297510501125111190021252275111210023252500111232525502725111255027752925111277529753150111297532003375111320034253600111342536253800111362538504025111385040754250111407543004475111430045004675111450047254900111465049505125115150532515550156753.994.785.77211251304VAR.100TTD25HUBARS "Y"300 300 225CBARS "W"W16501800210024002700PIPEDIA375--150017001900- -- -6000 6006700 6007500 6002520 6180 2175 -2720 6645 2350 -3125 7580 2700 -3475 8510 3050 -3880 9445 3400 -DIMENSIONSA B E G X Y Z- - - 1770 2580 1450 3004444422222A B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14 J15 J16 J17 J18 J19 J20 J21 J22 J23 J24 J25 J26 J27 J28N N N N NLGTH LGTH LGTH LGTH LGTHO O O O O45075545062056880763527759106000640011 720012 8000147880020503235025502925322536008002222241275137515751725190055011111124752650302534753875170011111NO12675287532503700410011111N N N NLGTH LGTH LGTH LGTH LGTHO O O O1925129003075347539254325215011111131253300367541254550237511111DIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR DOUBLE LINE PIPE CULVERT133503525390043504750260011111135503750412545754975270011111NO377539504350480052001111140004175457550255425REINFORCING STEELN N NLGTH LGTH LGTHO O O1111142254400477552255625111 500011442546255450585011111465048255225567560751111148755050545059006300N N N NLGTH LGTH LGTH LGTH LGTHO O O O1111151005275565061006500111115325547558756325672511111NO55255700610065506950LGTH11111NO57505925630067507150LGTH11111NO59756150652569757375LGTH11111NO62006350675072007600LGTH11111NO6300657569757425782511116775717576258025111740078508250N NLGTH LGTH LGTHO O111NO7625807584751117725830087001185008900N NLGTH LGTH LGTHO O1186759425N LGTHO1 9650 1 9875 1 9925 21.87NOLGTHN LGTHONOLGTH7.659.4413.0416.18PAY QTY1-HEADWALLCONC3(m )1.063864646187881085STEEL(kg)63UBARS "U"BARS "A"40BARS "Y"BARS "W"BARS "B"BARS "U"SECTION B-B375-mm THRUU1800-mm PIPE150BARS "J"BARS "B"150600450600750900105012001350150016501800210024002700----------900900900----------95501075012050----------4150465051501920227027203120354539704445487053205770667575258430291036254365509558106565733081158980969511130125601399516001950240028003225365041254550497554006250710079503003003754505256006757508259001050120013504444444444444304035654190476553655965661572157875850010055112301248589101213151617182023262923002800320036504050450049005400600064007200802588253344445555677900107512501425160017751950212523502550292532253600444444444444460067575082590097510501125127513751575172519001111111111111185022252650307534753925442548255275570065757525842511111111111112075242528753300370041254625505054755925680077508650111111111111123002650310035253925435048505275570061257025797588751111111111111252528753325372541254575507554755925635072258175940011111111111112750310035253950435048005275570061506575745084009600111111111111129503325375041754575500055005925635068007675862598251111111111113025352539754400480052255725615065757000790088501 1005011111111111372542004625502554505925635068007225812593751 1027511111111111440048255250565061506575702574508325957510475111111111145255050547558756375680072257675855098001 1070011111111522556756100660070257450787587751 100251 1092511111111 1025015925632568007225767581009300111501111111 104501652570257450790083259500113501111111 1067516675725076758125852597251157511111745078758325875099501 109001 118001111118100855089751015011100120001111118225877595001037511325122251111190009700106001155012450111 10825191009925117751 126751111101251102511975128751112501 122001 131001111147512425133251111157512650135501 128501 137501 130751 139751 14200 1 14400 1146251.341.952.653.474.375.426.547.9010.5313.0916.7622.4829.857710013718422528434240951361281810431391VARIESBARS "J"SECTION A-AU-1502100-mm THRU3000-mm PIPEPIPEDIA375DIMENSIONSA B E G X Y Z- - - 2545 3355 2225 300A B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14 J15 J16 J17 J18 J19 J20 J21 J22 J23 J24 J25 J26 J27 J28N N N N NLGTH LGTH LGTH LGTH LGTHO O O O O435501020504800655012475NO1N N N NLGTH LGTH LGTH LGTH LGTHO O O O27001292513150DIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR TRIPLE LINE PIPE CULVERT1337513475NOREINFORCING STEELN N NLGTH LGTH LGTHO O ON N N NLGTH LGTH LGTH LGTH LGTHO O O ONOLGTHNOLGTHNOLGTHNOLGTHNON NLGTH LGTH LGTHO ONON NLGTH LGTH LGTHO ON LGTHONOLGTHN LGTHONOLGTHPAY QTY1-HEADWALLCONC3(m )1.35STEEL(kg)793000-mm PIPE - BARS "W"2700-mm PIPE - BARS "W"2400-mm PIPE - BARS "W"450---2770376024503004389011230049006600127001292513150133751360013800138751.6895600---3295465029753004459013280041075667513250134501367513900141251435014550147502.43126BARS "Y"750---40055655369037545475143200612506750139251415014375146001480015025152501547515675158003.32171900---4645662043254504629017365061425682514600148251505015250154751570015925161501635016575167504.37229GT10501200------532059957585859050005675525600447140799019224050450066160017756690097511525059501154756150115700637511590066001161256825116350702511657572501168007475117025767511725079001174508125117700835018550187005.516.862823577575BARS "C"7513501500------6745742096301066564257100675750448915100652425490054008819502125661050112511672573751169257600117150782511737580251175758250117800847511802587001182258900118450942511867596501189009875194001 10075196251 10300198501 105251 100501 107251 109501110758.3010.02433518751650---812011780777582541097527 6000823506127518075182751850018725189501945019675199001 101251 103251 105501 107751 110001 112251114251 116501118751121001 1220013.41646U1800---8820127458450900411850306400825506137518750189751947519700199251 101501 103501 105751 108001 110251112251 114501116751 118751121001 123251 125501 127501 1297511317516.7576414 SP. @ 2258 @ 22515021002400900900131001480077008700102251157514680166109800111501050120044136051528035397200802510122925322566157517251 104251118751 106501 121001 108751 123251 110751 125251 113001 127501115251 129751117501 132001 119751 134251 121751 136251 124001 138501 126251 140751 128501 143001 130501 145001 132751 147251 135001 149501 137001 151501 139251 153751 141501 156001 143751 158251 145751 160251 148001 162501 150251 164751151251 167001 1690011712519.4828.9110181285A27009001660097001298018545125001350417035448825123600619001 132751 135001 137251 139501141501 143751 146001 148251 150251 152501 154751 157001 159001 161251 163501 165501 167751 170001 172251 174251 176501 178751 184001 186001188251 19050 1 19250 1 19475 38.111691BARS "A"G6 @ 30015 SPACES @ 300375-mm THRU 2100-mm PIPE -100E15CLROADWAYGBBARS "D"Z*BARS "D"B6 @ 300BARS "W" @ 300 C.C.UAS1S220ABARS "J" @ 300 C.C.VAR.YBXPLANRBARS "U"BARS "B",(EQUALLYSPACED)12 SPACES @ 37513 SPACES @ 3758 SP. @ 375 VAR.VAR.50505050VAR.VAR.HEADWALL PARALLELTO CLROADWAYo15 SKEW INSTALLATIONPLANBARS "D"25BFRONT ELEVATIONBAR "C"2525FRONT ELEVATIONBARS "C", EQUALLY SPACED* NOTE: MEASURE NORMAL (PERPENDICULAR) TO PIPE.BBAR "C"DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONHEADWALLSFOR CONCRETE PIPEO O1:4 SLOPE - 0 - 15 SKEWISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERHW-1400SHEET NUMBER6346RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.DIMENSIONS AND REINFORCING COMMON TO FLARED HEADWALLS FOR SINGLE, DOUBLE AND TRIPLE LINE PIPE CULVERTSPIPEDIAMINTHK"T"DIMENSIONSC H R S1 S2 U WUSNO LGTH NOULLGTHS LNO NOW1S LSIZE X X1 LGTHNO NOW2SIZE X X1 LGTH S LNO NOREINFORCING STEELW3 W4 W5 W6 W7 W8YS1 YS2 YS3 YS4 YS5 YS6 YS7 YS8 YL1 YL2 YL3 YL4SIZE X X1 LGTH S LNO NOSIZE X X1 LGTH S LSIZE X X1 LGTH S LSIZE X X1 LGTH S LSIZE X X1 LGTH S LSIZE X X1 LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTHNO LGTH NO LGTHNO NONO NONO NONO NOYL5NO LGTHYL6NO LGTHYL7NO LGTHYL8NO LGTH37557175725155020402190150200215502197534#1332550082534#13300300600197511750114501242545063175840180023952545150250218002232534#1337560097546#133003006001975120001145012775600751751015230031053255150300223002305034#13500775127545#1340047587522#1330035065019751217512500114501295013475750881751190270036703820150375227002360034#13625950157545#13475650112534#13325375700197512175129001145012950140509001001901365315043054455150425231502425034#167251125185045#13600825142546#133505258751975121752335011450129502467510501131901540355048705020150500235502480034#168751300217545#136751000167546#13475700117522#13350550900197512175133751 37501145012950147501525012001251901715400055055655150565240002545034#169251450237545#168001150195046#13550850140034#133756009751975121751337524200114501295014750258751350150016501800210024002700138150163175200225250200200200200200200200189020652275245028003125347544004900550059006700750083006070678076158170927510405115156220693077808345947510605117401501501651752002002256256757658259501050120022222224400490055005900670075008300222222260006675755081009525106501175033333334444444#16#16#19#19#19#22#2210501150127514251625167519251600 26501775 29252000 32752225 36502575 42002850 45253225 515044444665555588#16#16#16#19#19#22#22900975110012501550167519251300 22001475 24501700 28001925 31752275 38252550 42252925 485044444446666655#13#16#16#16#19#19#2267575095010501350150017501000 16751175 19251400 23501625 26751975 33252250 37502625 437544444335555545#13#13#16#16#16#16#194755507758501125130015507008751100132516751950232511751425187521752800325038752444341466654#13#13#13#13#16#16#16450500550600950110013506757008001025137516502025112512001350162523252750337524332645#13#16#16#16575750900115090010751350172514751825225028752344#16#1665095011501425180023751 9751 9751 9751 10001 10251 10001111112175 1 3375 1 4575 1 46002175 1 3375 1 4575 2 51002175 1 3375 1 4575 3 57002200 1 3400 1 4600 1 58002225 1 3425 1 4625 1 58252350 1 3550 1 4675 1 58002 3 #16 850 1325 2175 1 900 1 2250 1 3450 1 4350 1 5850 1 6975 1 8100 3 8575 1231615069756925 3 7875111111145014501475147514751250130011111112950295029752975297530503100111111147504750477547754775455046001111111625062506275627562756050610012211116450715080258075807579257600231185751000097259400311110010900412250VAR.450X1XBARS "W"G-100+ -BARS "A"R+50+ -BARS "B"GENERAL NOTES:RH/2+1902. ALL CONCRETE SHALL BE CLASS "B".BAR BENDING DETAILS1. SPECIFICATIONS: MISSISSIPPI DEPARTMENT OF TRANSPORTATION, LATEST EDITION.4. EXPOSED CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH THE5. ALL LENGTHS AND QUANTITIES IN THE TABLES HEREON ARE BASED ON CONCRETE PIPE.6. QUANTITIES SHOWN SHALL BE THE BASIS FOR FINAL PAYMENT UNLESS AUTHORIZEDMODIFICATIONS ARE MADE.SEE SCHEDULESEE SCHEDULEBARS "J"SEE SCHEDULEBARS "C"3. ALL EXPOSED EDGES SHALL BE CHAMFERED 20 mm.1003000-mm PIPE - BARS "W"7513 SP. @ 2258 @ 3009 SP. @ 375VAR.50APPLICABLE SECTION OF THE MDOT SPECIFICATIONS.2700-mm PIPE - BARS "W"758@2257 @ 30011 SPACES @ 375VAR.502400-mm PIPE - BARS "W"758 @ 2254@30010 SPACES @ 375VAR.50TT75375-mm THRU 2100-mm PIPE-VAR.50BARS "A"DBARS "A"UBARS "WS" @ 300 C.C.BARS "A"25UHUUBARS "YS"30BARS "Y"GBARS "C"100BARS "UL" & "US"YAE300 300 225C20-mm CHAMFERBARS "U"SECTION B-BBARS "A"BARS "YL"150100BARS "US"BARS "J" @ 300 C.C.VAR.BARS "W"RBARS "J"BARS "YL"BARS "YS"SEE SCHEDULEBARS "D"BARS "B"150150S175 18 SPACES @ 225 11 SP. @ 300 13 SPACES @ 37575 11 @ 225 10 SP. @ 300 15 SPACES @ 37575 11 @ 225 5@300 16 SPACES @ 37575S245PLANBXABARS "UL"BARS "B",EQUALLY SPACEDA150NOTE: FOR BARS "YL" & "YS",SCHEDULED LENGTH INCLUDESBENT SECTION.NOTE: WHENEVER THE COMPUTED LENGTH OF BAR EXCEEDS 9000 mm, THE SCHEDULEDLENGTH INCLUDES A 300-mm LAP. ALL BARS ARE #13 EXCEPT BARS "W". SEE SCHEDULEFOR SIZE OF BARS "W". IN BAR DESIGNATIONS (e.g. "YS" & "YL"),S DENOTES SHORT WING AND L DENOTES LONG WING.PIPEDIA375450600750900105012001350150016501800210024002700PIPEDIA3754506007509001050120013501500165018002100PIPEDIADIMENSIONSA B E G X Y Z-----------950105012002400 10502700 12003754506007509001050120013501500165018002100375-mm THRU 2100-mm PIPE- BARS "WL" @ 300 C.C.45W600DIMENSIONSA B E G X Y Z-----------950DIMENSIONSA B E G X Y Z-----------950-----------670075008300-----------108001217513550-----------149002400 1050 168502700 1200 18800VAR.UVAR.VAR.50-----------600600600-----------470052755850-----------8800995011100VAR.5050501115120014001615180520052205244026402875310535703975444020052180258531053565405545455095558561056630767086509690290031603765459053256105688577508530934010150117701333014945U23002635334039554590519558456475718079808585979010990121953195361545205440635072458185913010120112151210513890156651745040904600570069258115929510520117901307014445156251798520345227004075083510401255144016451845207522802480268530903490389516451815222027403200369541854730522057156205719081659150254028003405422549655745652073908170894597251128512845144003000-mm PIPE - BARS "W"2700-mm PIPE - BARS "W"2400-mm PIPE -BARS "W"BARS "U"VAR.--------------300300300375450525600675750825900105012001350300300300375450525600675750825900105012001350A B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14 J15 J16 J17 J18 J19 J20 J21 J22 J23 J24 J25 J26 J27 J28N N N N NLGTH LGTH LGTH LGTH LGTHO O O O O4444444444444422222222222222N N N N NLGTH LGTH LGTH LGTH LGTHO O O O O44444444444444NONON N N NLGTH LGTH LGTH LGTH LGTHO O O ON N N NLGTH LGTH LGTH LGTH LGTHO O O ODIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR SINGLE LINE PIPE CULVERTNONOREINFORCING STEELN N NLGTH LGTH LGTHO O ON N NLGTH LGTH LGTHO O ON N N NLGTH LGTH LGTH LGTH LGTHO O O ODIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR DOUBLE LINE PIPE CULVERTREINFORCING STEELN N N NLGTH LGTH LGTH LGTH LGTHO O O ONONOLGTHLGTHNONOLGTHLGTHNONOLGTHLGTHNONOLGTHLGTHNONON NLGTH LGTH LGTHO ON NLGTH LGTH LGTHO ONONON NLGTH LGTH LGTHO OA B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14 J15 J16 J17 J18 J19 J20 J21 J22 J23 J24 J25 J26 J27 J28N N N N NLGTH LGTH LGTH LGTH LGTHO O O O O44444444444444BARS "Y"BARS "W"BARS "J"BARS "B"212023202695308534503825420046104985543058356650738081953010330038804575521058756540726579308660966011050556778991020502300280032003650405045004900540011 600011 6400131516881072008000880020502300280011 320013151618203650405045004900540021 600023 640027 720012355 30 800013745 34 88008009001075125014251600177519502125235025502900322536008009001075125014251600177519502125235025502900322536002222222222222244444444444444NON N N NLGTH LGTH LGTH LGTH LGTHO O O ODIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR TRIPLE LINE PIPE CULVERTNOREINFORCING STEELN N NLGTH LGTH LGTHO O ON N N NLGTH LGTH LGTH LGTH LGTHO O O ONOLGTHNOLGTHNOLGTHNOLGTHNON NLGTH LGTH LGTHO ONON NLGTH LGTH LGTHO OA B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14 J15 J16 J17 J18 J19 J20 J21 J22 J23 J24 J25 J26 J27 J28390542805060606069707925888010220111751219511 205012141619230028003200365021 405024 450027 490029 540032 60003334444555667744466668888009001075125014251600177519502125235013180 35 6400 10 255015150 40 7200 10 290017035 45 8000 14 322519300 50 8800 14 3600375-mm THRUUSECTION A-A1800-mm PIPE150U-1502100-mm THRU3000-mm PIPE6666666666666550600675750825900975105011251275137515751725190055060067575082590097510501125127513751575172555060067575082590097510501125127515751111111111111111111111111111 29501 3200111111 780011150125014501675185020502250250027002925315036254025450020502225262531503625410046005150562561506675772587001 97001 1212511111111 28001 300011111 480011111111111111111111111450155017501975215023502550322534503925432523502525292534503925440049005450592564506975802590001 124251725 1 13675 1 139751111111111111111111111111111111111111750185020502275245026502850310033003525375042254625510026502825322537504225470052005750622567507275832596001 20501111111 34001 360011 4050111 54006 1900 1 15300 1 15600 1 15900 1 1620011111111111111111111112150235025752750295031503825452549252950312535254050452550005500605065257050757586251 114001 12725 1 130251 14275 1 145751 23501 24501 265011 30501 32501 34501 37001 390011 4350111 57001 10000 1 10300 1 10600 1 109001111111111111111111128754125482552251 117001 133251 148751 16500111111111111111111111111111 115501 42501 47501111 76501247527502950317533503550375040004200442546505125552560009900 1 10200 1 105001900 1 10050 1 10350 1 10650 1 10950 1 112503825462553756150692585753250350041254925567564507225810088751375 1 10500 1 10800 1 11100B3550380067508400B4425522559757525947538504100472555256275705078258700BARS "D"25FRONT ELEVATION3250342538254350482553005800635068257350787589254150440050255825657573508125900033503775412546505125560061006650712576508175952553256125687584251 96001 112001 136251 151751 168001111111111111111111111111 108001 1185011111111112800325034753650385040504300450047254950542558256300380044254950542559006400695074257950847598254775562564257175795087251111111111111111111111 1012511 1215011111113500377539504150435046004800502552505725612566004675525057256200670072507725825087751110058506725747582509325111111111111 56001 60251 65001 70001 755011 855011 104251 114001 1245011111140754250445046504900510053255550602564256900802593757075777585509625111111111111111111 107251 117001 127509900 1 10200 1 10500 1 108009775 1 10075 1 10375 1 10675 1 10975 1 11275115001 115751 124001 12000 1 12300 1 12600 1 12900 1 13200139251180014225121001114550475049505200540056255850632567257200632568007300785083258850967580758850992514525 1 14825111111111111111111 110251 13050111475050505250550057005925615066257025750065007100760081508625945099751 118751 127001 15125111111111111111 10225 11 113251 13350111111111111 10275 1 1057511153505550580060006225645069257325780074007900845089259750585061006300652567507225762581008200875095251 116251 136501 13000 1 1330011111111111600064006600682570507525792584008325935098251 1395010525 1 10825 1 10975111111111662569007125735078258225870095751 10875 1 111751 12000 1 1225011111117200742576508125852590001 14250 1 1455011111110125 1 10425 1 10575114751 13600 1 13900 1 1420017325772579508425882596001 10050 1 10350 1 10650 1 10950 1 112501 148501 1352511111111111 116751 134251 144001 154501 14500 1 14800 1 14900111 1257511 13725 1 14025 1 143251 14700 1 15000 1 153001 15750 1 16050 1 16350119725 1 10025 1 10325 1 10625 1 10925 1 112251 9900 1 10200 1 10500 1 10800 1 1110017825 1 18425 1 1872510225 1 1030011 14375N NLGTH LGTH LGTHO ON LGTHO1N LGTHO1 15600 1 15900 1 161751 16650 1 16950 1 172501 18800N LGTHONONONOLGTHLGTHLGTHN LGTHON LGTHON LGTHOHEADWALLSFOR CONCRETE PIPEo1:4 SLOPE - 30 SKEWNONONOLGTHLGTHLGTHPAY QTY1-HEADWALLCONC3(m )STEELPAY QTY1-HEADWALLCONC3(m )1 17550 1 17850 1 17975 34.571 17100 1 17400 1 17700 1 18000 1 18600 1 18900 1 19200 1 19500 1 19800 1 20100 1 20400 1 20700 1 21000 1 21300 1 21600 1 21900 1 22200 1 22500 1 22800 1 23100 1 23400 1 2352580258250872594251155081508550932511775 1 12075 1 123751 11925 1 12225 1 12525 1 12825 1 131251 12000 1 12300 1 12600 1 12900 1 13200 1 13500 1 13800 1 141008250945011100975011400 1 1170012175 1 12475 1 12775 1 13075 1 1337515150875096251 13500 1 13800 1 14100 1 14400 1 14700 1 15000 1 15300 1 15600 1 15900 1 161001 15425 1 15725 1 16025 1 16325 1 16625 1 16925 1 17225 1 1752515475 1 15775 1 16075 1 16375 1 16675 1 16975 1 17275 1 17575 1 17875 1 18475 1 18775 1 19075 1 19375 1 19675 1 19975 1 20275 1 20575 1 20875 1 211506030C ROADWAY L90INSTALLATIONCLSKEWANGLEBBARS "D"25BARS "C", EQUALLY SPACEDBZBARS "D"FRONT ELEVATION* NOTE: MEASURE NORMAL (PERPENDICULAR) TO PIPE.*25DATE REVISION BY99251150011400 1 11700 1 12000 1 12300 1 12600 1 127250.931.191.762.363.083.864.775.736.929.1811.3315.6019.3124.901.281.632.383.254.275.396.718.119.8212.9816.0721.5226.78PAY QTY(kg)STEEL(kg)1-HEADWALLCONC3(m )1.642.063.014.145.476.938.6510.5012.7116.8020.8127.4534.2544.245666941171601922492833554525337329621239738612215321325732838548059871196212411591STEEL(kg)90108150192265320413490603751886118215251934ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERHW-1430SHEET NUMBER6347RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.DIMENSIONS AND REINFORCING COMMON TO FLARED HEADWALLS FOR SINGLE, DOUBLE AND TRIPLE LINE PIPE CULVERTSPIPEDIAMINTHK"T"DIMENSIONSC H R S1 S2 U WUSNO LGTH NOULLGTHS LNO NOW1S LSIZE X X1 LGTHNO NOW2SIZE X X1 LGTH S LNO NOREINFORCING STEELW3 W4 W5 W6 W7 W8YS1 YS2 YS3 YS4 YS5 YS6 YS7 YS8 YL1 YL2 YL3 YL4SIZE X X1 LGTH S LNO NOSIZE X X1 LGTH S LSIZE X X1 LGTH S LSIZE X X1 LGTH S LSIZE X X1 LGTH S LSIZE X X1 LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTHNO LGTH NO LGTHNO NONO NONO NONO NONOYL5LGTHYL6NO LGTHYL7NO LGTHYL8NO LGTH37557175725155028403100150200215502280035#1332550082535#13300300600197511750117251320045063175840180033403600150250218002330035#1337560097547#133003006001975120001172513700600751751015230043404600150300223002430035#13500775127548#1340047587522#13300350650197512175125001172514125750881751190270051405400150375227002510035#13625950157548#13475650112535#13325375700197512175129001172514125155009001001901365315060406300150425231502600035#167251125185048#13600825142547#133505258751975121752335011725141252637510501131901540355068407100150500235502680035#168751300217548#136751000167547#13475700117524#13350550900197512175133751 37501172514125162251720012001251901715400077408000150565240002770035#169251450237548#168001150195047#13550850140037#1337560097519751217513375242001172514125162252810013501382001890440085408800150625244002850035#1610501600265048#169001300220047#136751000167549#13475700117512#134506751125197512175133751457514600117251412516225186251890015001502002065490095409800150675249002980035#1611501775292548#169751475245047#167501175192548#13550875142525#1350070012001975121751337514575251001172514125162251862521020016501632002275550010720110001657652550021097535#1912752000327548#1611001700280047#169501400235048#167751100187549#1355080013501975121751337514575357001177514175162751867511137521142518001752002450590011500118001758252590021175035#1914252225 365048#1912501925317547#1610501625267548#168501325217548#136001025162523#1357590014751100012200134001 460015800261501177514175162751867511137521220021002002002800670013055134002009502670021330035#1916252575 420048#1915502275 382547#1913501975332548#1611251675280048#169501375232548#167501075182511025122251342514625158253697511825142251632518725111425313825240022520031257500146551500020010502750021490035#2216752850452568#2216752550422547#1915002250375038#1613001950325036#1611001650275037#169001350225025#16650115018001100012350135501467515800169253787511825142251632518725111650113900315400270025020034758300162101660022512002830021645036#22192532255150611#2219252925 485047#2217502625437538#1915502325387547#1613502025337536#1611501725287536#16950142523752 3#16 850 1325 2175 1 90012250134501 435015850169751810038575 1 1800142751667518775111700113950116200416700GENERAL NOTES:3000-mm PIPE - BARS "W"8 SP. @ 300 13 SP. @ 225 759 SP. @ 37550VAR.450X12. ALL CONCRETE SHALL BE CLASS "B".BAR BENDING DETAILS1. SPECIFICATIONS: MISSISSIPPI DEPARTMENT OF TRANSPORTATION, LATEST EDITION.4. EXPOSED CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH THE5. ALL LENGTHS AND QUANTITIES IN THE TABLES HEREON ARE BASED ON CONCRETE PIPE.6. QUANTITIES SHOWN SHALL BE THE BASIS FOR FINAL PAYMENT UNLESS AUTHORIZEDMODIFICATIONS ARE MADE.TTXBARS "W"BARS "A"BARS "B"BARS"A"UUBARS "A"DHUBARS "A"45BARS "YS"UGBARS "C"AYERSEE SCHEDULESEE SCHEDULEBARS "J"SEE SCHEDULEBARS "Y"BARS "US"BARS "C"3. ALL EXPOSED EDGES SHALL BE CHAMFERED 20 mm.2700-mm PIPE - BARS "W"757 @ 300 8 @ 22511 SPACES @ 37550APPLICABLE SECTION OF THE MDOT SPECIFICATIONS.2400-mm PIPE - BARS "W"758 @ 2254 @ 30010 SPACES @ 3755010075375-mm THRU 2100-mm PIPE -VAR.50BARS "W" @ 300 C.C.G-100+ -R+50+ -25H/2+190100BARS "UL" & "US"CBARS "U"SECTION B-BBARS "YL"15010020-mm CHAMFER300 300 225BARS "A"BARS "J" @ 300 C.C.757575VAR.75RBARS "W"60BARS "YL"BARS "YS"SEE SCHEDULEBARS "D"BARS "J"BBARS "B"26 SPACES @ 225BARS "B", EQUALLY SPACEDXPLANA150BARS "UL"150NOTE: FOR BARS "YL" & "YS",SCHEDULED LENGTH INCLUDESBENT SECTION.NOTE: WHENEVER THE COMPUTED LENGTH OF BAR EXCEEDS 9000 mm, THE SCHEDULEDLENGTH INCLUDES A 300-mm LAP. ALL BARS ARE #13 EXCEPT BARS "W". SEE SCHEDULEFOR SIZE OF BARS "W". IN BAR DESIGNATIONS (e.g. "YS" & "YL"),S DENOTES SHORT WING AND L DENOTES LONG WING.150W60016 SP. @ 225 15 SPACES @ 30030S2PIPEDIA375450600750900105012001350150016501800210024002700PIPEDIA3754506007509001050120013501500165018002100PIPEDIAS1DIMENSIONSA B E G X Y Z-----------950105012002400 10503754506007509001050120013501500165018002100DIMENSIONSA B E G X Y Z-----------950-----------1160013000144002700 1200 20825DIMENSIONSA B E G X Y Z950-----------1667518725217002400 1050 244502700 1200 27250-----------900900900-----------592566257325109501235013750375-mm THRU 2100-mm PIPE - BARS "W" @ 300 C.C.27 SPACES @ 300A16 SPACES @ 300---------------------------------21 SPACES @ 3751320143016751940217024202665294531953480376543404830540024202630312537604325493055306200680074408080935510555118353515383545755580648074458390945510405114001239014375162851827018 SPACES @ 37517 SPACES @ 37535554095521061657180811591451012011235125201346015340172201910546555300666079859335106301200513370148401648017770203602295025540575065058110980511490131401487016625184452044022085253802868031970UVAR.VAR.VAR.VAR.87098012251490172019702215249527452990324037404230472519702180267533053880448050805750635569507555875599601116030653385412551256035699579409005996010910118651377515690175955040505050--------------30030030037545052560067575082590010501200135030030030037545052560067575082590010501200A B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14 J15 J16 J17 J18 J19 J20 J21 J22 J23 J24 J25 J26 J27 J28N N N N NLGTH LGTH LGTH LGTH LGTHO O O O O4444444444444455678891011 5400121315171922222222222222N N N N NLGTH LGTH LGTH LGTH LGTHO O O O O44444444444444NONON N N NLGTH LGTH LGTH LGTH LGTHO O O ON N N NLGTH LGTH LGTH LGTH LGTHO O O ODIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR SINGLE LINE PIPE CULVERTNONOREINFORCING STEELN N NLGTH LGTH LGTHO O ON N NLGTH LGTH LGTHO O ON N N NLGTH LGTH LGTH LGTH LGTHO O O ODIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR DOUBLE LINE PIPE CULVERTREINFORCING STEELN N N NLGTH LGTH LGTH LGTH LGTHO O O ONONOLGTHLGTHNONOLGTHLGTHNONOLGTHLGTHNONOLGTHLGTHNONON NLGTH LGTH LGTHO ON NLGTH LGTH LGTHO ONONON NLGTH LGTH LGTHO OA B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14 J15 J16 J17 J18 J19 J20 J21 J22 J23 J24 J25 J26 J27 J2889111315171921 490023283236404445556678891011N N N N NLGTH LGTH LGTH LGTH LGTHO O O O O4444444444444232525502970341038154240466051155540603564957420823594553425375044205230597067507525837094451111012735142601589022222222222222444444444444441111111111111111111111111111111111111111111111111111 1032511 12800NO11111111111111111111111111111111111111111111111111 10850 1 113501 13325 1 13825N N N NLGTH LGTH LGTH LGTH LGTHO O O O11111111111111111111111111 13075111111111111111111111111111111111111111111111 10475 1 11000111875 1 12400 1 12925 1 13425DIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR TRIPLE LINE PIPE CULVERTNO111111111111111111 10300111 14625REINFORCING STEELN N NLGTH LGTH LGTHO O O11111111111111 101251 114001 139501111111111111 10800 1 113251 119251 1447511111111 10475 1 110001 11050111 124501111111 115759525 1 10050 1 10575 1 110751 117001 123751 13075 1 136001 13725 1 14250N N N NLGTH LGTH LGTH LGTH LGTHO O O ONOLGTHNOLGTHNOLGTHNOLGTHNON NLGTH LGTH LGTHO ONON NLGTH LGTH LGTHO OA B C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14 J15 J16 J17 J18 J19 J20 J21 J22 J23 J24 J25 J26 J27 J281213161920502300280032003650405045004900600064007200800088002050230028003200365040504500540010295 25 6000640072008000880022 365025 405032 49006668881010121414168009001075125014251600177519502125235025502900322536008009001075125014251600177519502125235025502900322536006666666666655060067575082590097510501125127513751575172519005506006757508259009751050112512751375157511111111147515751825210023252575282531003350362539254500497555502575277532753900447550755675635069507575822598001725 1 110001900 1 12275111111120002100235026252850310033503625385041504450502555006075310033003800442550005600620068757475810087501 1137511111111 119001 12375 1 129001 13375 1 138751111111111111111111 134501 144501 154501111111111 115251 135501 101751 110751 120501 140501 170001 102751 1160011 136251 17525 1 18350 1 1885011111111110150 1 10675 1 1120010450 1 10975 1 1150011 106001 1207511500 1 12025 1 1255012075 1 12600 1 131251 12225 1 124751 141001 147501 13000 1 13525 1 14050 1 14575 1 150751 12900 1 13400 1 138501 15625 1 161251 14625 1 151501 153501 114501 117251 120251 126001 130751 136501 12975 1 13500 1 14000 1 14525 1 150501 156751 15275 1 15800 1 163251 15000 1 15525 1 16025 1 16550 1 17075 1 176001 15150 1 15675 1 16200 1 16725 1 17225 1 17750 1 18575 1 1910011112225 1 12750 1 130001 12525 1 13050 1 13575 1 139501 14175 1 14675 1 15200 11 153251 162001 168501 184251 16700 1 169751 17375 1 178751 18925 1 194501 185751 199751 15675 11 20500 1 210001 158751N NLGTH LGTH LGTHO ON LGTHO1N LGTHO1 19625 1 20125 1 20650 1 21175 1 21700 1 22200 1 22725 1 23250 1 23775N LGTHONONONOLGTHLGTHLGTHN LGTHON LGTHON LGTHONONONOLGTHLGTHLGTHPAY QTY1-HEADWALL1 19150 1 19650 1 19950 35.011 14350 1 14875 1 15400 1 15900 1 16425 1 16950 1 17475 1 18000 1 18825 1 19325 1 19850 1 20375 1 20875 1 21400 1 21925 1 22450 1 22975 1 23475 1 24000 1 24525 1 25050 1 22575 1 26075 1 264001 19375 1 19900 1 20425 1 20950 121475 1 21975 1 22500 1 2287518 3225 6 1725 1 16750 1 17275 1 17775 1 18600 1 19125 1 19650 1 20175 1 20700 1 21200 1 21725 1 22250 1 22750 1 23275 1 23800 1 24325 1 24850 1 25375 1 25875 1 26400 1 26925 1 27750 1 28250 1 28775 1 29300 1 298001350 4 22625 62 8800 20 3600 6 1900 1 19025 1 19550 1 20075 1 20575 1 21100 1 21625 1 22150 1 22675 1 23175 1 23700 1 24225 1 24750 1 25250 1 25775 1 26300 1 26825 1 27650 1 28150 1 28675 1 29200 1 29725 1 30225 1 30750 1 31275BARS "U"VAR.BARS "Y"45204955587070508125956511925BARS "W"BARS "J"205023002800320010685 29 450013050 35 540014255 39 600015420 42 640017755 48 720020290 55 8000BARS "B"375-mm THRUUSECTION A-A1800-mm PIPE150U-1502100-mm THRU3000-mm PIPE - BARS "W"2700-mm PIPE - BARS "W"2400-mm PIPE - BARS "W"3000-mm PIPE800900107512501425160017751950212523502550550600675750825900975105036753975472557256625760085501125 1 108501275 1 118501375 1 12850B25252625285031253350360038504125440046504950552560006600360038254325492555006100670074008000862530253125337536503875412544004650490051755475605065257100412543254825545060256625722579008500942511525 1 12050 1 125504200450052506250715081259375BARS "D"BFRONT ELEVATION3550365039004175440046504900517554255700600065757050762546504850535059756550715077508425932599509575 1 10075 1 106004725502557756750765086255225552562757275817594509900 1 10425 1 10925 1 11450575060506800780087001 12400 1 129251 13400 1 139251 14400 1 149253725417544254700492551755425570059506225652571007575815048255375587565007075767582758950111254275495052255450570059506225647567507050762581008650547564007025760082008800977545C ROADWAYL45537557255950620064506725697572757575812586009850 1 10375 1 10900116501 13600 1 1412559256575732583256675785088509975 1 10500 1 110259900 1 10400 1 10925 1 1145011975 1 12500 1 130259500 1 10000 1 105256825755081008700960090INSTALLATIONCL62506475672569757250750077758075865094258050862563507000725075007775802583008600995011525 1 12025 1 1255012150 1 12675 1 13200827596759525 1 10050 1 1055011975 1 12500SKEW ANGLE7350777580258300855088259425BB830085258825937596509950935096259475 1 10000 1 10525 1 1102581509450119751 12575 1 131001 14575 1 15100BARS "D"9875 1 10400 1 10925Z962510150115501 16675 1 17100*BARS "D"FRONT ELEVATIONBARS "C", EQUALLY SPACED117001 13125 1 13625 1 141501357513975 1 14475 1 15000 1 15525 1 16050 1 16575 1 17075 1 17600 1 18425 1 18950 1 192751 14100 1 14625 1 1515014975 1 15500 1 16000 1 16525 1 17050 1 17575 1 18375 1 18900 1 19425 1 19950 1 20475 1 20975 1 2122515975 1 165001 14675 1 15200 1 1572516175 1 16700 1 172251775015725 1 16250 1 16750 1 17275 1 17800 1 186252900 6 1575 1 14825 1 15350 1 15850 1 16400 1 16900 1 17425 1 17950 1 18750 1 19275 1 19800 1 20325 1 20825 1 21375 1 21875 1 22400 1 22925 1 23450 1 23950 1 24475 1 25000 1 25525 1 26025 1 262002598001 10650 1 111751182525* NOTE: MEASURE NORMAL (PERPENDICULAR) TO PIPE.25DATE REVISION BY211751 31800 1 32325 1 32825 1 33125HEADWALLSFOR CONCRETE PIPEo1:4 SLOPE - 45 SKEWCONC3(m )1.271.632.433.254.245.316.597.909.5512.6615.6121.0826.16STEEL677910814819823430835744758067992311761589PAY QTY1-HEADWALLCONC3(m )1.712.163.194.345.707.208.9610.8213.1017.3321.4328.3435.3046.86PAY QTY(kg)STEEL(kg)1-HEADWALLCONC3(m )2.142.703.955.427.179.0811.3413.7416.6521.9927.2435.5944.4558.7087100143197263318414483603769899120915292016STEEL(kg)1081291772483273995226117589631113148418802460ALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERHW-1445SHEET NUMBER6348RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.MISS.EQUALPIPESIZEDIMENSIONSG X YNOALGTHDIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR SINGLE LINE PIPE CULVERTREINFORCING STEELB C D J1 J2 J3 J4 J5 J6 J7 J8 U W1 W2 W3 W4 W5 W6 W7 W8 W9 Y1 Y2 Y3 Y4 Y5 Y6NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTHPAY QUANTITIES FORC0NCONE HEADWALL3(m )STEEL(kg)450116517408754218551225275026751122511575118254725272527252500265029500.4532GENERAL NOTES:60075090010501200135015001800138515551790199022002390261530402165254029703350379041504605540510951270150017051915210023252750444444442555286032203560390542204595529566789910111400157517501900210022502450277522222222900105011751300145015751675200022222222750825900102511501275140015751111111114501625185020502250245026753100111111111800197522002400260028003025345011111111215023252550275029503150337538001111111262529003100330035003725415011111130503450365038504075450011113875420044254850114675520015500444444449251125132515001725190021252500222222221000122514501700192521502425292522222222100012251450170019252150242529252222222250077510001225147517001975247522222222500775100012251475170019752475222222257567577510001225147519752222277510001225147519752222850950102515252210251525222222226506506506506506506501225 2 65022222222112513501350135013501350135013502222222135015501725195020752075207522221950212523502725222350272520.630.811.031.251.531.792.142725 2.8140536575961041281651. SPECIFICATIONS: MISSISSIPPI DEPARTMENT OF TRANSPORTATION, LATEST EDITION.2. ALL CONCRETE SHALL BE CLASS "B".3. ALL EXPOSED EDGES SHALL BE CHAMFERED 20 mm.4. EXPOSED CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH THEAPPLICABLE SECTION OF THE MDOT SPECIFICATIONS.5. ALL LENGTHS AND QUANTITIES IN THE TABLES HEREON ARE BASED ON CONCRETETONGUE & GROOVE PIPE.6. DIMENSIONS SHOWN FOR BAR SPACING ARE TOLC BARS.7. ARCH PIPE SHALL CONFORM TO REQUIREMENTS OF AASHTO M 206M FOR CLASSEQUALPIPESIZEDIMENSIONSG X YZNOALGTHDIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR DOUBLE LINE PIPE CULVERTREINFORCING STEELB C D J1 J2 J3 J4 J5 J6 J7 J8 U W1 W2 W3 W4 W5 W6 W7 W8 W9 Y1 Y2 Y3 Y4 Y5 Y6NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTHPAY QUANTITIES FORC0NCONE HEADWALL3(m )STEEL(kg)OF PIPE SHOWN ON PLANS.8. QUANTITIES SHOWN SHALL BE THE BASIS FOR FINAL PAYMENT UNLESS AUTHORIZEDMODIFICATIONS ARE MADE.4502140271518503004316091225375046751220012550128004725272527252500265029500.6946600258033652295300437501014003900475012650130001335049252100021000250025002650211250.95577502925391026403004423011157531050482513000133501370014000411252122521225277527752575265021350213501.217590034654645317537544895131750411754900135251387514225145751472541325214502145021000210002675265021350215501.569510503870523035803754544014190041300410251392514275146251497515325415002170021700212252122527752775265021350217251.90108120043655950407545046070152100414504115014400147501510015450158001602541725219252192521475214752100021000285026502135021950219502.341351350150018004815534062656575733086304525505059755256006754446645732085201719222250245027754451575167520004441275140015751114875540063251115225575066751115575610070251115925645073751116275680077251116625715080751174008425187254441900212525002222150242529252222150242529252221700197524752221700197524752221225147519752221225147519752229501025152522102515252226506501225 2 6502221350135013502222075207520752222125235027252223502725227252.763.324.38152186243150GBAR "C"BARS "Y"BARS "A"A AEQUALPIPESIZE45060075090010501200135015001800DIMENSIONSG X Y3115 3690 28253780 4560 34904295 5280 40055140 6320 48505745 7105 54606525 8115 62407240 9000 69508065 10055 77759490 11855 9200Z300300300375375450525600675ADIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR TRIPLE LINE PIPE CULVERTREINFORCING STEELB C D J1 J2 J3 J4 J5 J6 J7 J8 U W1 W2 W3 W4 W5 W6 W7 W8 W9 Y1 Y2 Y3 Y4 Y5 Y6NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH44444444441354950560065707315823090701004512045121415182023252833122514001575175019002100225024502775444666668750900105011751300145015751675200066666666667575082590010251150127514001575111111111317538504375520058006575730081259850111111111352542004725555061506925765084751020011111111137754550507559006500727580008825105501111111537562506850762583509475109001111116400720079758700982511250111182009350101751160011104251195014444444472592511251325150017251900212512275 4 25002222222227251000122514501700192521502425292522222222272510001225145017001925215024252925222222222500500775100012251475170019752475222222225007751000122514751700197524752222222575675775100012251475197522222775100012251475197522228509501025152522102515252222222226506506506506506506506501225 2 650222222222950112513501350135013501350135013502222222135015501725195020752075207522221950212523502725222350272522725PAY QUANTITIES FORONE HEADWALLC0NC STEEL3(m ) (kg)0.92 581.26 731.61 952.101222.541413.161783.73 2004.50 2455.95 324US1U30S2R100BARS "J" @VAR.300 C.C.Y75 50BARS "U"BARS "B",(EQUALLYBARS "W"@ 300 C.C.VAR.SPACED)DIMENSIONS AND REINFORCING COMMON TO FLARED HEADWALLS FOR SINGLE, DOUBLE AND TRIPLE LINE PIPE CULVERTSXDIMENSIONSDETAIL DIMENSIONS FOR COMMON WING WALL REINFORCING STEELEQUALPIPESIZEMINTHICK"T"INSIDESPANINSIDERISECH R S1 S2 U WW1 W2 W3 W4 W5 W6 W7 W8 W9X X1 X X1 X X1 X X1 X X1 X X1 X X1 X X1 X X1ZPLAN45060063755607253454601751757158657509257959958651070125125200250325450400550325450400550250250250250250250B75090010501200135015008810011312513815092011101300148516501855570675795915101511451751751751751751751000112512651400152516751100127514251625177519751200140015751805198022101270147016451875205022801251251251251251253003504004505005505506507508509501075675800950107512001350550650750850950107567580095010751200135035045055065075087542555067582595011003504505506507508754255506758259501100250300350450550650325375425550675825350450550650425550675825375425450475525575450575100BAR "C"GBAR "C"BARS "Y"BARS "A"BARS "D"75 501800450175 2235R+25+ -BARS "B"13701751950 2300SEE SCHEDULEBARS "U"SEE SCHEDULEBARS "C"25852655 125 650 1300 1625BARS "Y"NOTE: SCHEDULE LENGTHINCLUDES HOOK.G-75+ -H/2+1901300D1625 1100 1375 1100 1375 875 1100D+25R=2(BAR DIA.)PIN=4(BAR DIA.) 90 BENDTYPICAL HOOKX18751100675 850BAR "J"675 850 550 675BAR "W"40BARS "Y"BARS "B"A AS1U30S2RVAR. BARS "J" @150300 mm C.C.@ 300 mm C.C.BARS "U"BARS "W"VAR.RISESPANSEE SCHEDULEBARS "J"NOTE: ONE 300-mm LAPADDED TO BARS "J"EXCEEDING 9000 mm.(COMPUTED LENGTH).SEE SCHEDULEBARS "D"BARS "A"NOTE: ONE 300-mm LAPADDED TO BARS "A" FORTRIPLE LINE 1800-mm PIPE.XBARS "W"BAR "U"40BAR "W"SECTION A-ABAR "U"UYXPLANBARS "B",(EQUALLYSPACED)BFRONT ELEVATIONBAR BENDING DETAILSNOTE: ALL BARS ARE #13.BBARS "D"BARS "D"20-mm CHAMFER20-mm CHAMFERBARS "Y"@ 300 mm C.C.600W150RUBARS "A"225CBARS "W"BARS "J"BARS "U"BARS "B"RISET T100VAR.HUBARS "A"LSECTION B-BHUVAR.100RISETTBARS "A"RUBARS "A"225CBARS "W"BARS "J"BARS "U"BARS "B"150W600BARS "Y"@ 300 mm C.C.RISESPANFRONT ELEVATIONRISESPANBDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONHEADWALLSFOR CONCRETE ARCH PIPE,O O1:2 SLOPE, 0 -15 SKEWISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERHWA-1200SHEET NUMBER6349RDEPAR TMENTO FT RANSPOTATI O N

300 C.C.STATEPROJECT NO.G-75MISS.H/2 + 190SEE SCHEDULEBARS "UL" & "US"45BARS "YL"EQUALPIPESIZEFLARED HEADWALL FOR SINGLE AND DOUBLE LINE PIPE CULVERTSREINFORCING STEEL REQUIRED FOR ONE HEADWALL ON SINGLE OR DOUBLE LINE PIPE CULVERTSUL US YL1 YL2 YL3 YL4 YL5 YL6 YS1 YS2 YS3 YS4 YS5 YS6 WL1 WL2 WL3 WL4 WL5 WL6NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTHWS1 WS2 WS3NO LGTH NO LGTH NO LGTHWS4NO LGTHBARS "A"4506002210251275228009751177575011117514001162562511950112522775110022450650152522700100012450525450600200255450R+25SEE SCHEDULEBARS "C"90150TABLE OF ADDED LENGTHSFOR 30 SKEWED PIPEADDEDEQUALLENGTHPIPE SIZEEACH END150BARS "YS"750900105012001350150018002222222150017501975225024752750320022222221150132514751675182520252350111111177580080080080077580011111111625165016251650162516001600111111116501900212524002475245024501111240026252900327511290033501111111 3350 162562562562560060060011111111275127512501250125012251200111111113001475162518251875185018251111182519752175242511217525002222221 2500 2127514751750195022252500295022222229001125140016251850215026002222222600700950122514751750222512222775850112514001850122950105014502222221 1225 211751400165018502150240028752222222600850112513501625185023501222227007758501100135018251129501050122575090010501200135015001800315380440500555620745X1BARS "B"XSEE SCHEDULEBARS "D"SEE SCHEDULEBARS "J"NOTE: ONE 300-mm LAPADDED TO BARS "J" EXCEEDING9000 mm. (COMPUTED LENGTH)DD+25R=2(BAR DIA.)PIN=4(BAR DIA.) 90 BENDTYPICAL HOOKNOTE: FOR BARS "YL" & "YS",SCHEDULED LENGTH INCLUDESBENT AND HOOK SECTION.1:2 SLOPEHRISET150 100125"YS1""YS2""YS3"300 300 225 175R"WS2""WS3"WEQUALPIPESIZE4506007509001050120013501500DIMENSIONSG X Y1290 1740 9901505 2130 12051740 2540 14402005 2975 17002240 3365 19402480 3805 21802715 4180 24052965 4640 2665ANO LGTH4 23004 26954 30354 34254 38004 41854 45504 4950FLARED HEADWALL FOR SINGLE LINE PIPE CULVERTADDITIONAL STEEL REQUIRED FOR ONE HEADWALLB C D J1 J2 J3 J4 J5 J6 J7 J8NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH34567889122514001575175019002100225024502222222275092510251175130014501575172522222222675750825900102511501275140011111111132515501800207523002525275030251111111116251850210023752600282530503325111111111850215024002675290031253350362511111112250265029753200342536503925111113100347537253950422511139254300452514750PAY QUANTITIES FORONE HEADWALLCONCRETE STEEL(m 3 ) (kg)0.47 320.65 430.84 541.07 671.30 781.61 981.891092.25133BARS "WL" & "WS"BAR BENDING DETAILSNOTE: ALL BARS ARE #13. IN BAR DESIGNATIONS (e.g. "YS" & "YL"), S DENOTES SHORTWING AND L DENOTES LONG WING.BARS "D"BARS "D"BBARS "D"BT125BARS "A"BARS "J""WS1"BARS "US"BARS "B"SECTION B-B150600EQUALPIPESIZE4506007501800 3440 5440DIMENSIONSG X Y2420 2870 21202865 3490 25653325 4120 30203140Z3003003004 5700ANO LGTH4 34304 40554 46201122FLARED HEADWALL FOR DOUBLE LINE PIPE CULVERT111ADDITIONAL STEEL REQUIRED FOR ONE HEADWALLB C D J1 J2 J3 J4 J5 J6 J7 J8NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH79102775122514001575333200075092510254441575675750825111350024502900340011138002750320037001114100297535004000111440036004225147001500015300155502.96173PAY QUANTITIES FORONE HEADWALLCONCRETE STEEL3(m ) (kg)0.74 471.01 631.30 779003945492036453754536512175041175490014025143251462514925150251.6999105043055525410037545865141900413004102514475147751507515375156502.0511512004980630546804504668516210041450411501502515325156251592516225164252.5414413505525700052255254736018225041575412751557515875161751647516775171253.021651500612077905815600481052024504172541400161751647516775170751737517675179003.62200RISESPANRISESPANRISESPAN40BARS "Y"180071559150685067549415232775520004157517225175251782518125184251872519025192754.77259DIMENSIONSDETAIL DIMENSIONS FOR WING WALL STEELBARS "U"EQUALPIPESIZEMINTHICK"T"INSIDESPANINSIDERISEH R S1 S2WWL1 WL2 WL3 WL4 WL5 WL6 WS1 WS2 WS3 WS4X1 X X1 X X1 X X1 X X1 X X1 X X1 X X1 X X1 X X1 X450635603457057509401065200450325250200400300250200FRONT ELEVATIONBBFRONT ELEVATIONBAR "W"BARS "B"SECTION A-ABAR "J"60075090010501200135075881001131251387259201110130014851650460570675795915101588599011151255140015309251100127514251625177511801430167518902175239013051555180020152300251525030035040045050062572585010001125127547555062575082595037552565080092510752753754756007007753003504005507008502252503004005256254505006503253504755504005756758009501075122542550060070077592530035050065077592522525035047557570040045050062530032535047555040012515001501855114516801975267027955501425107512259251000750800600600450137510251075775775575600450180017522351370195523003125325065017001250150011001275950107577582562570052516501225135010001050775700525VAR.50 75BARS "WL" @RBARS "UL""WL3""WL1"COMPUTED LENGTH125GENERAL NOTES:"WL2"T1001. SPECIFICATIONS: MISSISSIPPI DEPARTMENT OF TRANSPORTATION, LATEST EDITION.1252. ALL CONCRETE SHALL BE CLASS "B".50 75VAR.3. ALL EXPOSED EDGES SHALL BE CHAMFERED 20 mm.BARS "B",(EQUALLY SPACED)"J4""J5"VAR."J3""WS3""J2""J1"300 300 300 150VAR."WS1""WS2"BARS "US"BARS "WS" @INSIDE SPAN Z INSIDE SPANT TT50 75300 C.C.30COMPUTED LENGTHC ROADWAYLPLANGADD TO COMPUTEDLENGTH (EACH END).SEE TABLE.AAY125100XS1S2125"WL3""WL2"VAR.BARS "B",BARS "UL""J5"(EQUALLY SPACED)"WS3"BARS "WL" @300 C.C."WL1"300 300 300 150"J4""J3""J2"VAR."J1""WS2"BARS "A"BARS "C"125COMPUTEDLENGTH30BARS "US"BARS "C"BARS "WS" @300 C.C."WS1"50 75G100RBARS "A"C ROADWAYLAPLANADD TO COMPUTEDLENGTH (EACH END).SEE TABLE.A125100YS1S2X1254. EXPOSED CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH THEAPPLICABLE SECTION OF THE MDOT SPECIFICATIONS.5. ALL LENGTHS AND QUANTITIES IN THE TABLES HEREON ARE BASED ON CONCRETETONGUE & GROOVE PIPE.6. DIMENSIONS SHOWN FOR BAR SPACING ARE TOLC BARS.7. ARCH PIPE SHALL CONFORM TO REQUIREMENTS OF AASHTO M 206M FOR CLASSOF PIPE SHOWN ON PLANS.8. QUANTITIES SHOWN SHALL BE THE BASIS FOR FINAL PAYMENT UNLESS AUTHORIZEDMODIFICATIONS ARE MADE.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONHEADWALLSFOR CONCRETE ARCH PIPE,O1:2 SLOPE, 30 SKEWISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERHWA-1230SHEET NUMBER6350RDEPAR TMENTO FT RANSPOTATI O N

DIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR SINGLE LINE PIPE CULVERTPAY QUANTITIESSTATEPROJECT NO.EQUALPIPESIZEDIMENSIONSANO LGTHREINFORCING STEELB C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14 J15 U W1 W2 W3 W4 W5 W6 W7 W8 W9 Y1 Y2 Y3 Y4 Y5 Y6NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTHFOR ONEHEADWALLCONCRETE STEEL(m 3 ) (kg)MISS.450114518808804215551845275026751115011375116001180012025413254825465045252975215500.664660013352440107042525623552925275011350115751180012000122251245041875411254900470045502975220751.0265750153527951270428306257021025282511550117751200012200124251265012875420754132541100485046502575297522225223001.2681900176532551505431857288021150290011775120001222512425126501287513100133004242541525413254107548254700297522225226251.62100105012001350150018001965218023752595300537104205464051456070170519152115233027454444435253885421045805265889101132303620394543455045222221300145015751725200022222102511501275140015751111119752200237526003025111112200242526002825325011111242526502825305034751111126252850302532503675111112850307532503475390011111307533003475370041251111133003525370039254350111113500372539004125455011111372539504125435047751111417543504575500011145754800522511148005000542511522556501 5875 1 6100 4 472544442800322535503975444441775202522752550302544444155017752025230028004444413001550177520502550444441075130015251825230044444850107512751575205024444800850105013001800444975107515752410501325222229759759759751250 2 97522222222522252225222522252222230253425350035003500222234253775420047752242004950249502.032.543.033.674.96121148179217284GENERAL NOTES:1. SPECIFICATIONS: MISSISSIPPIDEPARTMENT OF TRANSPORTATION,LATEST EDITION.2. ALL CONCRETE SHALL BECLASS "B".EQUALPIPESIZE450600750DIMENSIONSG X Y2125 2860 18652505 3615 22452905 4170 2645Z300300300ANO LGTH4 31354 36954 4200DIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR DOUBLE LINE PIPE CULVERTREINFORCING STEELB C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14 J15 U W1 W2 W3 W4 W5 W6 W7 W8 W9 Y1 Y2 Y3 Y4 Y5 Y6NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH8911184523552570333750925102544467575082511121252525292511123502750315011125752975337511127753175357511130003400380011362540251425044413251875207544482511251325444650900110044452570085044550650257522297597597522215502075222522300PAY QUANTITIESFOR ONEHEADWALLCONCRETE STEEL(m 3 ) (kg)0.92 631.47 861.83 1123. ALL EXPOSED EDGES SHALLBE CHAMFERED 20 mm.4. EXPOSED CONCRETE SURFACESSHALL BE FINISHED INACCORDANCE WITH THE APPLICABLESECTION OF THE MDOTSPECIFICATIONS.9003445493531803754486513288041150490013450136751390014100143251455014775149754242541525413254107548254700297522225226252.391415. ALL LENGTHS AND QUANTITIES1050384555903580375454051432304130041025138501407514300145001472514950151751537515600428004177541550413004107548502800297522225230252.99169IN THE TABLES HEREON ARE120043456370408045046050163620414504115014350145751480015000152251545015675158751610016325432254202541775415504130041075485029752222523425234253.77212BASED ON CONCRETE TONGUE135048157075455052546650173945415754127514825150501527515475157001592516150163501657516800170251722543550422754202541775415254127541050497529752222523500237754.53254& GROOVE PIPE.15001800532562257880929050655965600675447310848519224345504545172520004414001575115325622511555064501157756675115975687511620071001164257325116650755011685077501170757975117300820011752584251177258625117950885019075 1 9300443975472544255030254423002800442050255044182523004415752050441300180044107515752410501325229751250 2 9752222252225223500350022420047752242004950249505.507.443084096. DIMENSIONS SHOWN FOR BARSPACING ARE TO CLBARS.DIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR TRIPLE LINE PIPE CULVERTPAY QUANTITIES7. REINFORCEMENT (SINGLE LINE)EQUALPIPESIZEDIMENSIONSG X YZAREINFORCING STEELB C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14 J15 U W1 W2 W3 W4 W5 W6 W7 W8 W9 Y1 Y2 Y3 Y4 Y5 Y6NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTHFOR ONEHEADWALLCONCRETE STEEL(m 3 ) (kg)FOR CONCRETE ARCH PIPESHALL CONFORM TO REQUIREMENTSOF AASHTO M 206M FOR CLASSOF PIPE SHOWN ON PLANS.4506007509001050310536804220512057203840478555406615746528453415401548605460300300300375375444444115487055156540728012131518201845235525702880323044466750925102511501300666666757508259001025111113125370042755125572511111335039254500535059501111135754150472555756175111113775435049255775637511111400045755150600066001111480053756225682511156006450705011665072501747544444132518752075242528004444482511251325152517754444465090011001325155044444525700850107513004444550650825107524457570085028002222297597597597597522222155020752225222522252222300262530251.191.922.403.163.94811101401792178. QUANTITIES SHOWN SHALL BETHE BASIS FOR FINAL PAYMENTUNLESS AUTHORIZEDMODIFICATIONS ARE MADE.120065108535624545048215233620614506115016525167501697517175174001762517850180501827518500432254202541775415504130041075485029752222523425234254.99272135072509515699052549085253945615756127517250174751770017900181251835018575187751900019225194501965043550422754202541775415254127541050497529752222523500237756.0333015008055106107795600410040 28434561725614001807518300185251872518950191751940019600198251100501102751104751107004397542550423004205041825415754130041075210502975222252350024200242007.3439918009445125059180675412005 3350458200061575194501967519900110100110325110550110775110975111200111425111650111850112075112300 1 1252544725430254280042550423004205041800415754132521250 2 97522225235002477524950249509.91535DIMENSIONS AND REINFORCING COMMON TO FLARED HEADWALLS FOR SINGLE, DOUBLE AND TRIPLE LINE PIPE CULVERTSDIMENSIONSDETAIL DIMENSIONS FOR COMMON WING WALL REINFORCING STEELEQUALPIPESIZE450600MINTHICK"T"6375INSIDESPAN560725INSIDERISE345460H R S1 S2 W705 1370 1415 1455 200885 1880 1955 2000 250W1 W2 W3 W4 W5 W6 W7 W8 W9X X1 X X1 X X1 X X1 X X1 X X1 X X1 X X1 X X1325 500 300 350 250 275450 675 375 525 325 375 250 300ZBARS "Y"40BAR "W"7509008810092011105706759901115209524052185251522302565300350550650775875475575625750375475475600300375350450250300325400BARS "U"1050120013501131251381300148516507959151015125514001530275531453470289033003645293533453690400450500750850950102511751325650750850900102511755506507507509001025475550650600750875375450550475625725350375450450475600425550125GBARS "C"BARS "A"125GBARS "C"BARS "A"75 5075 5015001800H/2 + 190150 1855 1145 1680175 2235 1370 1955G-75BARS "A"NOTE: ONE 300-mm LAP ADDEDTO BARS "A" FOR TRIPLE LINE1800-mm PIPE.SEE SCHEDULEBARS "U"387045704070 4115 550 1075 1475 975 1325 8754815 4865 650 1300 1725 1200 1600 1100SEE SCHEDULEBARS "C"BARS "Y"BARS "D"BARS "J"1175 775 10501450 975 1325NOTE: SCHEDULE LENGTHINCLUDES HOOK.SEE SCHEDULESEE SCHEDULENOTE: ONE 300-mm LAPADDED TO BARS "J" EXCEEDING9000 mm (COMPUTED LENGTH).DBAR BENDING DETAILSNOTE: ALL BARS ARE #13.150675 900875 1175D+25R=2(BAR DIA.)PIN=4(BAR DIA.) 90 BENDTYPICAL HOOKNOTE: FOR BARS "Y", SCHEDULEDLENGTH INCLUDES BENT ANDHOOK SECTION.705507757501025450450675X1625 450 600900 575 750XBARS "W"R+25BARS "B"550 700125S1S220100A ARVAR. 300 300 300 300 300 300150"J1""J2""J3""J4"BARS "U""J5""J6""J7""J8"BARS "B",Y (EQUALLY SPACED)X"W1""W1""W2"BARS "Y""W2""W3""W3""W5""W4"BARS "W" @ 300 C.C."W4"VAR.125S1S220100A ARVAR. 300 300 300 300 300 300150"J1""J2""J3""J4"BARS "U""J5""J6""J7""J8"YX"W1""W1""W2""W2"BARS "B","W5"(EQUALLY SPACED)"W3"BARS "Y""W3""W4"BARS "W" @ 300 C.C."W4"BAR "J"VAR.40SECTION A-ABARS "B"BAR "W"125125PLANPLANRLR"W5"600 W"W4"150"W4""W3""W3"40BARS "U"BARS "B""W2""W2"300 300 225 175BARS "J"BARS "A""Y1""W1""W1""Y2""Y3"BARS "A"UPSTREAM END1:4 SLOPE100150RISETT20-mm CHAMFERSH125H125SECTION B-B1:4 SLOPERISET TBARS "A""Y1""W1""W1""Y2""Y3"300 300 225 17540"W2""W2""W3"BARS "A"BARS "J"DOWNSTREAM END"W3""W4"BARS "U"BARS "B""W4""W5"150W600SPANRISEBARS "D"RISESPANFRONT ELEVATIONBBBARS "D"RISESPANBBFRONT ELEVATIONDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONHEADWALLSFOR CONCRETE ARCH PIPE,O O1:4 SLOPE, 0 - 15 SKEWISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERHWA-1400SHEET NUMBER6351RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.G-75MISS.REINFORCING COMMON TO FLARED HEADWALLS FOR SINGLE AND DOUBLE LINE PIPE CULVERTSEQUALUL US YL1 YL2 YL3 YL4 YL5 YL6 YS1 YS2 YS3 YS4 YS5 YS6 WL1 WL2 WL3 WL4 WL5 WL6 WL7 WL8 WL9 WL10 WL11 WS1 WS2 WS3 WS4 WS5 WS6 WS7 WS8PIPESIZE NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH450 2 1725 2 1300 1 1350 1 20751 975 1 15502 850 2 750 2 500 1 4502 850 2 600 1 450600 2 2450 2 1800 1 1300 1 28001 975 1 20502 1225 2 1000 2 825 2 600 1 5252 1150 2 900 2 650 1 525H/2 + 19075090022275032002220002325111300132511290029501131003550119759751122002200112250260022140016252211751400221000122522775105022600875270022127515752210501325228001075126008251700BARS "A"X11050120022370042502226753075111250127511290029251140504575145751197597511220022001129503325133252218252100221650192522145017002212751525221100135022875112512775950187522180020002215251800221275152522100012752277510751875R+251350247002340011275129251462515050197512200134251365022325221502192521750215752140021175210001950222752200021750214752122529501500180022527562502238004500111375135011307530501147504725115600640011560066001 9751 6600 1 97511220021751134503375114050 1 40504600 1 477521 4775 22575 2 24003050 2 2875222175 2 20002675 2 2500221825232522165021502214501925221275175022107515752 25252 1400 2 1225 2 305022227527502220252500221775222522155020002213001750221075147521225450XEQUALPIPESIZEDIMENSIONSG X YANO LGTHDIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR SINGLE LINE PIPE CULVERTREINFORCING STEELB C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14 J15NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTHJ16PAY QUANTITIES FORONE HEADWALLCONC3 (m )STEEL(kg)TABLE OF ADDED LENGTHSFOR 30 SKEWED PIPEADDEDEQUALLENGTHPIPE SIZEEACH END150BARS "B"BARS "WL" & "WS"4501290235599042300318452750267511325116251192512225124750.774745020045600150530901205426954235529252750115501185012150124501275013050132001.2070600255SEE SCHEDULE75090010501740200522403530411546951440170519404443035342538005672570288032302221025117513002228259001025111180020752300111210023752600111240026752900111270029753200111300032753500111330035753800111360038754100114225440014700148001.491.922.42861071357509001050315380440BARS "YL"BARS "UL" & "US"12002480532521804418583620214502115012525128251312513425137251402514325146251492515225154503.0317012005001350271558752405445508394521575212751275013050133501365013950142501455014850151501545015750160003.611941350555150029656530266544950943452172521400130251332513625139251422514525148251512515425157251602516325166504.3723815006201800344077053140457001150452200021575135001380014100144001470015000153001560015900162001650016800171001 7400 1 7700 1 7800 5.90327180074590150SEE SCHEDULEEQUALPIPESIZE450600DIMENSIONSG X Y2420 3490 21202865 4445 2565Z300300ANO LGTH4434304055DIMENSIONS AND REINFORCING FOR FLARED HEADWALL FOR DOUBLE LINE PIPE CULVERTREINFORCING STEELB C D J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14 J15NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH NO LGTH79184523553375092544675750112450290011275032001130503500113350380011360041001440014550J16PAY QUANTITIES FORONE HEADWALLCONC3 (m )1.121.74STEEL(kg)6798D+25BARS "YS"R=2(BAR DIA.)BARS "C"SEE SCHEDULE75090033253945511560503020364530037544462053651012257028803410251175448259001134004025113700432511400046251143004925114600522511490055251152255825161752.152.81119152DPIN=4(BAR DIA.)90 BENDBARS "D"105012004405498068557825410046803754504449656685141632303620441300145044102511501144755025114775532511507556251153755925115675622511597565251162756825116575712511687574251169757725179503.524.44188242TYPICAL HOOK135015001800EQUALPIPESIZE450600750552561207155MINTHICK"T"6375888695 52259680 581511420 6850INSIDESPANINSIDERISE560 345725 460920 570525600675444DIMENSIONS736081059415182023394543455045H R S1 S2W705885990137018802095181525402840445157517252000194026652965444127514001575200250300111557561757475111587564757525111617567757825111647570758125111677573758425111707576758725DIMENSIONS AND REINFORCING COMMON TO FLARED HEADWALLS FOR SINGLE AND DOUBLE LINE PIPE CULVERTSWL1 WL2 WL3 WL4 WL5 WL6 WL7 WL8 WL9 WL10 WL11 WS1 WS2 WS3 WS4 WS5 WS6 WS7 WS8X1 X X1 X X1 X X1 X X1 X X1 X X1 X X1 X50070080035052560042557567532542550027547557522535042525035045020025032530035011122525073757975902511176758275932511179758575962511182758875992511185759175102251118800947510525DETAIL DIMENSIONS FOR COMMON WING WALL REINFORCING STEEL119800108251 11125 1 11425 1 11525 8.77X1 X X1 X X1 X X1 X X1 X X1 X X1 X X1 X X1 X X1 X X1 X5006507503505005253505006002504004505.346.49250350450200300350300350284345471225250NOTE: FOR BARS "YL" & "YS",SEE SCHEDULESCHEDULED LENGTH INCLUDESBENT AND HOOK SECTION.BAR BENDING DETAILSBARS "J"NOTE: ONE 300-mm LAPADDED TO BARS "J" EXCEEDING9000 mm. (COMPUTED LENGTH).90010011106751115240532753400350925700800600700525600450500375400300900675750575600475450375400300105012001350150018001131251381501751300148516501855223579591510151145137012551400153016801955X27553145347038704570S2S1453775432047805345634039004445490554706465ADD TO COMPUTEDLENGTH (EACH END)SEE TABLE.40045050055065010501200132514751750BARS "A"775900100011001300BAR "C"GZ95011001225137516503070082592510251225BAR "C"8259751100125015256257258259251150"WS1"725875100011501425VAR."WS2"BARS "US"55065075085010756257759001050"WS3"1325475575675775100050065080095012253754756007009254505506758251100BARS "B",3254005006258255005757251000(EQUALLY SPACED)375425550750550600900400475675800 600 700 52510251150130014501750775850975107513008751025115013001575650775850975117572587510001150142555065075087510755757258501000127542555062577595045057570087511503255005256758505005507251000375400575750600850475625700 525GENERAL NOTES:1. SPECIFICATIONS: MISSISSIPPI DEPARTMENT OF TRANSPORTATION, LATEST EDITION.2. ALL CONCRETE SHALL BE CLASS "B".3. ALL EXPOSED EDGES SHALL BE CHAMFERED 20 mm.4. EXPOSED CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH THEAPPLICABLE SECTION OF THE MDOT SPECIFICATIONS.5. ALL LENGTHS AND QUANTITIES IN THE TABLES HEREON ARE BASED ON CONCRETETONGUE & GROOVE PIPE.6. DIMENSIONS SHOWN FOR BAR SPACING ARE TOLC BARS.7. ARCH PIPE SHALL CONFORM TO REQUIREMENTS OF AASHTO M 206M FOR CLASSR"J3"OF PIPE SHOWN ON PLANS.8. QUANTITIES SHOWN SHALL BE THE BASIS FOR FINAL PAYMENT UNLESS AUTHORIZEDMODIFICATIONS ARE MADE."J2""J5"NOTE: ALL BARS ARE #13. IN BAR DESIGNATIONS (e.g. "YS" & "YL"), S DENOTES SHORTWING AND L DENOTES LONG WING.125125100COMPUTED LENGTH125BARS "WS"@ 300 C.C.75 50300 300 300 VAR.150125XS2YS145SEE TABLE.125100ADD TO COMPUTEDLENGTH (EACH END)AA100GBARS "A"BAR "C"COMPUTED LENGTH12530BARS "WS"@ 300 C.C.BAR "C"BARS "A"VAR.75 50BARS "US""J1""WS1"150"J2"300"WS2""WL1""J3"300300"WS3""J4"VAR.BARS "UL"BARS "B",(EQUALLY SPACED)"J5""WL2""WL3"75 50"WL4"1:4 SLOPE150 100125HRISET T125"WS1"BARS "A"BARS "J""YS1""WS1""YS2"300 225 175R"WS2" "WS3"BARS "US"BARS "B"150SECTION B-B600WRC ROADWAYLBARS "WL"@ 300 C.C.VAR."J1""J4""WL1"BARS "Y"BARS "U"BAR "W"BARS "B"SECTION A-ABAR "W"40BAR "J"Y125AA100C ROADWAYLPLAN"WL2"BAR "C""WL3"BARS "A"75 50BARS "UL"BARS "WL"@ 300 C.C.VAR."WL4"BARS "D"BARS "D"RISESPAN125FRONT ELEVATIONRISESPANBBPLANBARS "D"RISESPANBBFRONT ELEVATIONDATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONHEADWALLSFOR CONCRETE ARCH PIPE,O1:4 SLOPE, 30 SKEWISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERHWA-1430SHEET NUMBER6352RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.50-mm LIFT HOLESAMISS.MINIMUM LENGTHEQUAL TO 2LONGITUDINALREINFORCEMENTSPACES PLUS 50 mm(TYP.).25-mm COVERAS1HHT TAAS7S5A200 200RISE (R)ON C OF SECTIONLS625-mmACOVERS250-mmCOVER7525-mm CHAMFER4D MIN. RADIUS25-mm COVERAS1200 H TL50-mm LIFT HOLESSPAN (S)*SPAN(mm)1200180024003000180024003000RISE(mm)600120012001200150015001500COVER EQUAL TO OR LESS THAN 600 mmASTM C 850M DESIGN (AASHTO M 273M) TABLE 1MINIMUM THICKNESS (mm)TOP SLAB (T ) BOTTOM SLAB (T ) WALL (T )T B S190200200250200200250150175200250175200250125175200250175200250COVER OF 600 mm TO MAXIMUM AS SHOWNASTM C 789M DESIGN (AASHTO M 259M) TABLE 1TOP, BOTTOM & MAXIMUM FILL HEIGHTWALL THICKNESS (T) TO TOP OF BOX(mm)(mm)125550017555002004300250150017555002003700250430025-mm COVERSPAN (S)WALL THICKNESS (T ) S180024003000180018001800200200250175200250175200250175200250550037004300AS4AS425-mmCOVERAS325-mm COVER200H2400 2400 2003000 2400 250*NOTE: SPECIAL DESIGN (SEE NOTE 3).20025020025020025037003700TAS8T B25-mmCOVERASECTION A-APLANASTM C 850M (AASHTO M 273M) DESIGN FOR LESS THAN 600-mm OF COVERMINIMUM LENGTHEQUAL TO SPACINGOF LONGITUDINALREINFORCEMENTTOTAL OF THETHEORETICAL CUT-OFFLENGTH PLUS THEREQUIRED ANCHORAGE (TYP.).PLUS 50 mm (TYP.).50-mm LIFT HOLESTON C OF SECTIONLOUTSIDELONGITUDINALREINFORCEMENT25-mmCOVER25-mm CHAMFER0.5LLGENERAL NOTES:1. THE PRECAST REINFORCED CONCRETE BOX SECTION, EXCLUDING50 mm MAX.RADIUS (TYP.)A S2BTSPECIAL DESIGNS, SHALL BE DESIGNED AND MANUFACTURED INACCORDANCE WITH THE SPECIFICATION OF ASTM C 850M (AASHTO M 273M)(TABLE 1) FOR LESS THAN 600 mm OF COVER SUBJECTED TOHIGHWAY LOADING OR ASTM C 789M (AASHTO M 259M) (TABLE 1) FOR25-mm COVER25-mm COVERHH200 200ARISE (R)B25-mmCOVERSPAN (S)A4D MIN. RADIUS (TYP.)25-mm COVERAS1SEE SECTION B-BFOR JOINT REINFORCEMENTIN THIS AREA.TH(2) 50-mm LIFTHOLESRISE (R)OUTER CIRCUMFERENTIALREINFORCEMENT AT FEMALE END.25-mmCOVER150-mmMIN.13 mm MIN.(TYP.)50 mm MAX.LONGITUDINALREINFORCEMENT600 mm OR MORE EARTH COVER.2. THE HAUNCH DIMENSION ("H") IS EQUAL TO THE WALL THICKNESS.3. CONCRETE BOXES THAT ARE INDICATED AS SPECIAL DESIGNS HAVE BEENAPPROVED AND ARE ON FILE AT THE ROADWAY DESIGN ANDMATERIALS DIVISION OF THE MISSISSIPPI DEPARTMENT OF TRANSPORTATION,AND SHALL BE MANUFACTURED IN ACCORDANCE WITH THESPECIFICATIONS OF ASTM C 850M (AASHTO M 273M) (TABLE 1) FORLESS THAN 600 mm OF COVER SUBJECTED TO HIGHWAY LOADINGOR ASTM C 789M (AASHTO M 259M) (TABLE 1) FOR 600 mm OR MOREEARTH COVER.A S1S4 S425-mmCOVERTOUTSIDELONGITUDINALREINFORCEMENTSECTION A-AAS325-mmCOVER25-mmINNER REINFORCEMENT - AS2 (TOP)COVERAS3 (BOTTOM)25-mm COVERT HELEVATIONASTM C 789M (AASHTO M 259M) DESIGN FOR 600-mm OR MORE COVERSECTION B-BNOTE: TOP SLAB REINFORCEMENT SHOWN.BOTTOM SLAB REINFORCEMENT SIMILAR.DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANPRECAST CONCRETEBOX CULVERTOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERPBC-1SHEET NUMBER6353RDEPAR TMENTO FT RANSPOTATI O N

STATEPROJECT NO.TS(SPAN)TMISS.400PARAPETTABLE OF DIMENSIONSSPANSRISERWALLTHICKNESSTAPRONWIDTHAAPRONWIDTHBAPRONLENGTHCMASS (METRIC TONS)INSIDEAPRONMIDDLEAPRONTOE WALLAPRONWINGHEIGHTHWINGLENGTHLWINGHEIGHTWMASS(METRICTONS)WING WALL ANCHORSREINFORCING STEEL *D1 D2 D3 D4 D5 S1 S2 S3 S4 S5 S6D1 D2 D3 D4 D5 VAR.CWING WALLL20APRONBC20WING WALLA AC120012001800240030001800240030001800240030006001200120012001200150015001500180018001800200200250200200250200200250458051805780458051805780545060506650297535754175297535754175297535754175240024002400240024002400360036003600------4.45.15.8NOT AVAILABLENOT AVAILABLE---------4.95.66.34.95.66.33.53.94.31400140014001700170017002000200020002500250025002500250025003775377537755505505508508508507257257251.61.61.62.02.02.03.13.13.1185018501850185018501850185018501850------700700700------575575575------------------220220220260260260430430430220220220220220220220220220220220220220220220220220220220220220220220220220220220220220220220220220220220220220220220220220220220220220240024002006925357548005.13.34.5260050759005.118507005757005759602202202202202203000 2400 250 7525 4175 4800 5.8 3.6 4.8 2600 5075 900 5.1 1850 700 575 700 575 960* REINFORCING STEEL SCHEDULE - SQUARE MILLIMETERS OF STEEL PER METER OF WING.220220220220220200200200T7525-mm CHAMFERBWING WALL200150100-mm CORRUGATEDPLASTIC PIPE25 25BPARAPETBOX WINGCONNECTOR100APRON75200FORMING SLEEVEVARIESS3S425S1S2150AWING WALL ANCHORS.100WING WALL20075200PAY LENGTH FOR PRECASTBOX CULVERT1200BOX WINGCONNECTORSECTION200200PLANSEE SCHEDULE &DETAIL B.CPARAPET BOLTED TO BOX WINGCONNECTOR WITH (2) M20 X 2.5GALVANIZED BOLTS WITH WASHERS.JOINTMATERIAL20DETAIL A200150-mm CORRUGATEDPLASTIC PIPE FORMINGSLEEVEDETAIL BGROUT25-mm GALVANIZEDROD 375 mm LONG25550WING WALLSECTION A-A100-mm CORRUGATEDPLASTIC PIPEFORMING SLEEVES5S61 #16 BARGENERAL NOTES:T75-mmCHAMFER3120025 25400S5VARIESS6252001. THE BOX WING CONNECTOR SECTION SHALLMEET THE DESIGN REQUIREMENT OF THEPRECAST CONCRETE BOX CULVERT TOWHICH IT IS ATTACHED. SEE SHEET PBC-1FOR BOX CULVERT DETAILS.2. CONCRETE DESIGN STRENGTH: 35 MPaHAUNCHR(RISE)H200W75200TOE WALLSECTION B-B1 #16 BAR25APRONSECTION C-C3. REINFORCED STEEL: 520 MPa YIELDSTRENGTH.4. GALVANIZATION FOR REQUIRED HARDWARESHALL MEET THE REQUIREMENTS OFAASHTO M 111.FLOW LINET200SEE DETAIL CHAUNCH DIMENSION:200 mm FOR 200-mm WALL THICKNESS.SIDE ELEVATIONTOE WALLAPRON250 mm FOR 250-mm WALL THICKNESS.APRONS: FOR 1200-mm & 1500-mm RISE (ONE APRON UNIT REQUIRED): TOE WALLAPRON LENGTH = 2400 mm; INSIDE APRON UNIT NOT REQUIRED.FOR 1800-mm RISE (TWO APRON UNITS REQUIRED): INSIDE APRON LENGTH = 2400 mm;TOE WALL APRON LENGTH = 1200 mm.FOR 2400-mm RISE (THREE APRON UNITS REQUIRED): INSIDE APRON LENGTH = 2400 mm;MIDDLE APRON LENGTH = 1200 mm); TOE WALL APRON LENGTH = 1200 mm.25-mm CHAMFER4 #10 BARS200RECESS FORBOLT HEAD200PARAPET DETAIL25-mm CAST HOLE FORM20 X 2.5 BOLT (2 HOLESPER UNIT. BOLTS FURNISHEDBY MANUFACTURER).25259510010095S6JOINTCOMPOUNDTYPICAL APRON JOINTDETAIL CS5200DATE REVISION BYALL DIMENSIONS ARE IN MILLIMETERS (mm) EXCEPT WHERE NOTED.MISSISSIPPI DEPARTMENT OF TRANSPORTATIONPRECAST CONCRETE BOXCULVERT END SECTIONSISSUE DATE:ROADWAY DESIGN DIVISIONSTANDARD PLANOCTOBER 1, 1998METRICMISSISS IPPIWORKING NUMBERPBC-2SHEET NUMBER6354RDEPAR TMENTO FT RANSPOTATI O N