INDIVIDUAL CONSTRUCTION NOTES
ROADWAYDESIGNNebraska Department of RoadsINDIVIDUAL CONSTRUCTION NOTESJANUARY 2007
JANUARY 2007INDEX OF INDIVIDUAL NOTESSECTIONAGENERAL NOTESAsphaltic Curb, Delineators, Dikes, Erosion ControlExisting Railroad, Fence and Silt ChecksSECTIONBGUARDRAIL NOTESAttenuators, Cable Guardrail, Inertial Barriers,Thrie-Beam Guardrail, Safety Beam Guardrailand W-Beam GuardrailSECTIONC1PIPE POLICY NOTESCulvert Pipe, Crossovers, Flumes, Railroads, RuralDrives, Sewers and Culvert Pipe LegendSECTIONC2CULVERT NOTESConcrete Box Culverts, Corrugated Metal Pipe,Miscellaneous Pipe, Optional Pipe and ReinforcedConcrete Pipe, Miscellaneous Preliminary Pipe notesSECTIONDCONCRETE NOTESApproach Slabs, Curb, Ditch Lining, Drives, Flumes,Gutters, Islands, Patching, Repair and RetainingWalls.SECTIONERURAL DRIVES & INTERSECTION NOTESDriveway Culvert Pipe, Earth Drives and GravelSurfacesSECTIONFMEDIAN X-OVERS, MAINT. TURNAROUND, TEMPORARYROAD’S AND TEMPORARY SURFACING NOTESCorrugated Metal Pipe, Earthwork MeasuredEmbankment and Temporary SurfacingPhasing LegendSECTIONGSEWER NOTESArea Inlet, Curb Inlet, Junction Box, Median Inlet,Round Equivalent Sewer Pipe and ReinforcedConcrete Sewer PipeSECTIONHREMOVAL NOTESAsphaltic Surface, Abandon Well, Building, Clear Tract,Curb, Concrete Barrier Discharge Structure, Ditch Liner,Fence, Gutter, Guard Post, Guardrail, Pavement & Walk,SECTIONJBRIDGE NOTESConcrete Deck, Concrete Slab, Continuous GirderDeck Steel, Dbl. Tee Beam, Dbl. Pre stressed Girder,Pre stressed Girder, Steel Girder, Temporary
ADDITIONAL NOTESSHEET NUMBERADDITIONAL NOTE
SECTION A GENERAL NOTESSHEET NO.GENERAL NOTES SHEET INDEXSHEET1-AGENERAL NOTES SHEET INDEXSHEET2-AGENERAL NOTES LISTSHEET3-ABRGR STD.CEL"DETAILS NOT SHOWN" CELLSCOMMON OMMISSIONSALIGNMENT INFORMATIONSHEET4-AA01 - Existing Railroad Tracks RaisedA02 - Existing Railroad Tracks LoweredA03 - Intercepting DikeA04 - Earth DikeA05 - Chain Link FenceA06 - Delineators and ChevronsA07 - Flexible Post DelineatorsSHEET5-AA08 - Rock RiprapA09 - Broken Concrete RiprapA10 - RiprapA11 - Asphaltic Concrete CurbA12 - Asphaltic Concrete Island CurbA13 - Asphaltic Concrete Island NoseA14 - Asphaltic Concrete Median SurfacingSHEET6-AErosion Control Information and AbbreviationsSHEET7-AA15 - Fabric Silt FenceA16 - Fabric Silt Fence-High PorosityA17 - Fabric Silt Fence, Type "Coir Fiber"A18 - Fabric Silt Fence-Low PorosityA19 - Fabric Silt Fence-Low Profile High PorositySHEET8-AA20 - Fabric Silt Fence-Low Profile Low PorosityA21 - Fabric Silt Fence-High Porosity, Type "ST"A22 - Fabric Silt Fence-Low Porsity, Type "ST"A23 - Erosion ChecksA24 - Fabric Silt ChecksSHEET9-AA25 - Temporary Silt ChecksA26 - Erosion Control, Type " "A27 - Erosion ControlA28 - Erosion Control Soil Grid Confinement SystemA29 - Temporary Erosion ControlSHEET 10-AA30 - Slope Protection NettingA31 - Area Inlet Sediment FilterA32 - Inlet Liner1-A
SECTION A GENERAL NOTESGENERAL NOTES LISTA01 - Existing Railroad Tracks RaisedA02 - Existing Railroad Tracks LoweredA03 - Intercepting DikeA04 - Earth DikeA05 - Chain Link FenceA06 - Delineators and ChevronsA07 - Flexible Post DelineatorsA08 - Rock RiprapA09 - Broken Concrete RiprapA10 - RiprapA11 - Asphaltic Concrete CurbA12 - Asphaltic Concrete Island CurbA13 - Asphaltic Concrete Island NoseA14 - Asphaltic Concrete Median SurfacingA15 - Fabric Silt FenceA16 - Fabric Silt Fence-High PorosityA17 - Fabric Silt Fence, Type "Coir Fiber"A18 - Fabric Silt Fence-Low PorosityA19 - Fabric Silt Fence-Low Profile High PorosityA20 - Fabric Silt Fence-Low Profile Low PorosityA21 - Fabric Silt Fence-High Porosity, Type "ST"A22 - Fabric Silt Fence-Low Porosity, Type "ST"A23 - Erosion ChecksA24 - Fabric Silt ChecksA25 - Temporary Silt ChecksA26 - Erosion Control, Type " "A27 - Erosion ControlA28 - Erosion Control Soil Grid Confinement SystemA29 - Temporary Erosion ControlA30 - Slope Protection NettingA31 - Area Inlet Sediment FilterA32 - Inlet LinerSHEET NO.2-A
;ormph45isspeedoperatingThe-3 sgreateror30’0 ofcurveshorizontalAll15’.0 .horizontalarequirewillgreateror1 eOnSECTION A GENERAL NOTESINFORMATION ELDNSHALIGNMENT INFORMATION ONLYSTD.CEL2HDNDTSTD.CELof Plan & Profile Sheet.SHEET NO.STA. TO STA. ON RT.DO NOT DISTURB TREES.Place Horizontally on Plan Portion3-ACELL NAMECOMMON OMISSION:For Details of Grading Section atBridge Site, see Special Plan *.Place Horizontally on Profile Portionof Plan & Profile Sheet. (Where applicable)STD.CELFor Details not shown see Sheet 2-LPlace Horizontally on Plan Portionof Plan & Profile Sheet.STD.CELFor Details not shown see Sheet 2-NPlace Horizontally on Plan Portion of Sheet.For Details not shown see TemporaryRoad Plan & Profile SheetPlace Horizontally on Plan Portionof Plan & Profile Sheet.For Details not shown see County RoadPlan & Profile SheetPlace Horizontally on Plan Portionof Plan & Profile Sheet.For Details not shown see HighwayPlan & Profile SheetPlace Horizontally on Plan Portionof Plan & Profile Sheet.Information for all stationed HorizontalPlace Horizontally on Plan Portion of Sheet.Alignments are shown on Sheet 2-H.
C.PlanSpecial901-RPlan-Each.S ’,DelineatorsPostFlexibleBuildRt. Sta.to Sta.901-R .Plan-Chevrons.Install&-EachS dDelineatorsNormally,Lt. Sta.delineators.andchevronsoflocationsto Sta.andspacingfor901-R ,PlanStandardtoRefer710-R .PlanFence.LinkChain’ofFt.Lin.BuildLt. Sta.to Sta.2-N.SheetonSketchbyShownas. 51920DetailStandardtoRefer rceptingBuildRt. egend(Showsto �LoweredBetoareTracksR.R.ExistingThe highwaytheofsectionlongitudinalashowingSheet2-T RMATION ONLYand1 .thanlessofcurvesonrequiredbeSECTION A GENERAL NOTESCELL NAMEA01A02A03A04A05A06A07SHEET NO.4-A
Surfacing.MedianConcreteAsphalticBuild Sta.Yds.Sq.showtonecessarynotisItto Sta.2-T.SheetSee.L e(AsphalticA13:Note Sta.to in.Buildto Sta.Type BType ConSketchbyShown150 lb.35 lb.502 lb.Not to exceed 10300 lb.80 lb.100505 lb.Not to exceed 10700 lb.100150 lb.5010 lb.Not to exceed 102-T.Type erenceRockthan the Given SizeNumberNumber6105.01009146105.02009146105.03 StandardItemSta.StandardWeight Smaller00914 Percent of tto Sta.GRADATION dRiprapRockbothtoAppliesreplaced.andremovedbeingis ahavenotdoesRiprapConcreteBroken Sta.2 WT0 WT3 ST2-N.SheetonSketch0 AA73 CO1 SCALEPATTERNbyShownas,Type29 RiprapBook.SpecificationEnglishthe&below ATION te,theSECTION A GENERAL NOTESCELL NAMEA08A09A10ROCK RIPRAPA11A12A13A14SHEET NO.5-A
SECTION A GENERAL NOTESSHEET NO.EROSION CONTROL INFORMATIONEROSION CONTROL PAY ITEMDESCRIPTIONWHERE USEDTemporary Erosion ControlStraw or Excelsior BlanketPhased ConstructionErosion Control - Class 2ASynthetic Material BlanketFinal Erosion Control(Slope Only)Erosion Control - Class 2BSynthetic Material BlanketFinal Erosion ControlErosion Control - Class 2CSynthetic Material BlanketCulvert Discharge AreasErosion Control - Class 1BStraw or Excelsior BlanketProtect ShouldersErosion Control, Type B-1Coconut NettingProtect ShouldersErosion Control, Type B-2Coconut NettingProtect ShouldersErosion Control - Class 1FCoconut BlanketFinal Erosion ControlErosion Control - Class 1DHigh Velocity Straw or ExcelsiorFinal Erosion ControlErosion Control - Class 1ECoconut/Coir FabricSlope Protection Netting - Class 1AErosion ChecksPLAN NUMBERSStandard Plan 501-R"Erosion Control"Final Erosion ControlSynthetic NettingOver Mulch In SandBales of Hay/StrawDitchesErosion Checks - Class 2AErosion Checks - Class 2BErosion Checks - Class 2CBales of Hay/Straw with aErosion Checks - Class 1BParticular Erosion Control FabricDitchesSpecial Plan 5100 1"Erosion Checks (All Types)and Fabric Silt Checks"Erosion Checks - Class 1FErosion Checks - Class 1DErosion Checks - Class 1EErosion Checks, Type STErosion Checks, Class ST-2ASpecial Plan 5108 1Erosion Checks, Class ST-2BErosion Checks, Class ST-2CErosion Checks, Class ST-1B"Temporary Silt Checks"Bales of Hay/Straw with aParticular Erosion Control FabricDitchesWith Silt Traps (ST)Erosion Checks, Class ST-1FErosion Checks, Class ST-1DErosion Checks, Class ST-1EFabric Silt Fence - Low PorosityFabric Silt Fence - High PorosityFiltration Material to stop siltDuring ConstructionFabric Silt Fence - Low Profile Low PorosityStandard Plan 502Fabric Silt Fence - Low Profile High Porosity"Silt Fence Details"Fabric Silt Fence - Low Porosity, Type STFiltration Material to stop siltFabric Silt Fence - High Porosity, Type STwith Silt Traps (ST)During ConstructionBiodegradable CoconutWetland ProtectionFabric Silt FenceDuring ConstructionFabric Silt Fence, Type COIR FiberFabric Silt CheckSpeed Bumps For WaterDitchesSoil Grid (Celluliar) ConfinementHeavy Duty Ditch ProtectionDitchesArticulated ConcreteHeavy Duty Ditch ProtectionDitchesArea Inlet Sediment FilterKeeps Silt Out Of Area InletGrate InletsInlet LinerSilt Protection For An InletInlet ProtectionVelocityHigh TrapSilt STHVABBREVIATIONS:Standard Detail 5480 5"Inlet Liner Details"6-A
dRt. Sta.to ildRt. Sta.to n.BuildRt. Sta.to BuildRt. Sta.to uildNDORthebydeterminedassituations,UniqueRt. faWetlands,protectingwhenplansto MATION ONLYPorosity.Details"Fence"SiltSECTION A GENERAL NOTESA15A16A17A18A19SHEET NO.CELL NAMEFABRIC SILT FENCE7-A
C.PlanSpecialChecks.FabricofFt.Lin.BuildRt. Sta.to Sta.C.PlanSpecialTotal.w/ -BalesEach,-Bales’, Spacing.TypeChecks,ErosionBuildRt. Sta.15100PlanSpecialto Ft.Lin.BuildRt. Sta.to fFt.Lin.BuildRt. Sta.to fFt.Lin.BuildRt. Sta.to Sta.502PlanStandardINFORMATION onDetails"Fence"SiltSECTION A GENERAL NOTESA23A24SHEET NO.CELL NAMEFABRIC SILT FENCEA20A21A22EROSION CHECKS8-A
uildTEMPORARY:Rt. Sta.to Sta.Width).Depth/ ’( nSpecialErosionofYds.Sq.BuildRt. Sta.to Sta.501-R .PlanWidth).( dCoversControlErosionRt. Sta.501-RPlanStandardto Sta.501-RPlanWidth).( ’" ".TypeControl,ErosionofYds.Sq.BuildRt. Sta.to dRt. Sta.to Sta.Details"Fence"Silt502PlanStandardINFORMATION ONLY( ’contract.sametheunderremovedbeToSECTION A GENERAL NOTESA26A27A28A29SHEET NO.CELL NAMEA25EROSION CONTROL9-A
rdRt. furnishedDetailRt. Sta.501-RPlanWidth).( .Build501-RPlanStandardRt. Sta.to Sta.INFORMATION ONLYSeeDetails"Liner"InletSECTION A GENERAL NOTESCELL NAMEA30A31A32SHEET NO.10-A
SECTION BGUARDRAIL NOTESSHEET NO.GUARDRAIL NOTES SHEET INDEXSHEET1-BGUARDRAIL NOTES SHEET INDEXSHEET2-BGUARDRAIL NOTES LISTSHEET3-BB01 - W-Beam and Thrie-Beam GuardrailB02 - W-Beam GuardrailB03 - Safety Beam GuardrailSHEET4-BB04 - Crash Cushion Attenuating TerminalB05 - Install Impact AttenuatorB06 - Build Impact AttenuatorB07 - Inertial BarriersB08 - Reset GuardrailB09 - Remove and Salvage Guardrail (Sta. to Sta.)B10 - Remove and Salvage Guardrail (Sta.)SHEET5-BB11 - Cable Guardrail Terminal Anchorage Sections1-B
SECTION BGUARDRAIL NOTESGUARDRAIL NOTES LISTB01 - W-Beam and Thrie-Beam GuardrailB02 - W-Beam GuardrailB03 - Safety Beam GuardrailB04 - Crash Cushion Attenuating TerminalB05 - Install Impact AttenuatorB06 - Build Impact AttenuatorB07 - Inertial BarriersB08 - Reset GuardrailB09 - Remove and Salvage Guardrail (Sta. to Sta.)B10 - Remove and Salvage Guardrail (Sta.)B11 - Cable Guardrail Terminal Anchorage SectionsSHEET NO.2-B
ITypeTreatment,EndGuardrail -BeamofFt.Lin.&GuardrailBull Nose (12.5’ Parallel)Special Plan 7044 1Hardware Details (Includes W-Thrie Beam Transition Section)Special Plan 7043 1Guardrail Location TablesSpecial Plan 7045 1End Anchorage AssembliesSpecial Plan 7771 1M.E.L.T. (Used by permission only) (Not normally used on State highways)C.Plan(SRT-350)SpecialW-BeamBull Nose (12.5’ Tapered)Special Plan 7075 1ofSpecial Plan 7071 1Ft.Guardrail End Treatment, Type IILin.Design Guide 7779 6Guardrail End Treatment, Type IIBuildGuardrail End Treatment, Type IIDesign Guide 7773 6 Guardrail End Treatment, Type 1 ( SKT-350)Design Guide 7772 6Sta.Guardrail End Treatment, Type 1 (BEST)Design Guide 7776 6ofDesign Guide 7775 6Ft.Guardrail End Treatment, Type 1 (ET-2000)Lin.Special Bridge Approach Section (Thrie-Beam Rail)Design Guide 7774 6Special Plan 7041 1Build Sta.W-Thrie Beam Transition Section (Paid for as 1-Ea. when separate from B.A.S.)SAFETY BEAM GUARDRAIL INFORMATIONSections.Special Plan 7044 1ApproachBridge Approach Section (Includes W-Thrie Beam Transition Section)-BridgePlanC.Plan.Special Plan 7040 rINFORMATION s’ofSECTION BGUARDRAIL NOTESSAFETY BEAM GUARDRAIL SPECIAL PLANSCELL NAMEPlan DescriptionB01(SRT-75)(FLEAT)B02B03SHEET NO.3-B
ardrail.ofOnly Special Plan *C". The Contractorshall reset the guardrail in accordancewith Standard Plan 702-R .Ft.Lin.The existing Cable Guardrail wasSalvage dardtheRegardingLt. Sta.to teLt. esetandRemoveforrequiredarenotesTwoto pecialBarriers.InertialBuild aftinginExamplesSee-BarrelsFitchC.PlanSpecialI
alignment information only dnsl std.cel std.cel brgr common omission: information only cell name sec
GEOMETRY NOTES Lecture 1 Notes GEO001-01 GEO001-02 . 2 Lecture 2 Notes GEO002-01 GEO002-02 GEO002-03 GEO002-04 . 3 Lecture 3 Notes GEO003-01 GEO003-02 GEO003-03 GEO003-04 . 4 Lecture 4 Notes GEO004-01 GEO004-02 GEO004-03 GEO004-04 . 5 Lecture 4 Notes, Continued GEO004-05 . 6
Primary Mathematics World Contest Individual Contest 2010 1. There are nine notes, including 1, 5, 10 and 50 notes. There is at least one ofeach denomination of the notes. Given that the total value ofthe nine notes is 177, how many 10 notes are there? 2. Eight nwnbers chosen from 1 t
notes.cc.sunysb.edu Step 4: Launch Notes for the First Time Click the Notes icon in your Dock, or double-click the Notes icon in the Lotus Notes folder. Click New Setup Click Next. In the Your name box enter your first and last name, as listed in the SUNYSB Address Book. In the Domino server name box, enter notes.cc.sunysb.edu.
information concerning the design and installation of construction details for quality SPF roof systems. This introduction is intended to supplement the special notes on the individual construction details. Construction details are provided for the following SPF roof system types: SPF roof systems with protective coatings SPF re-cover roof systems with protective coatings Construction .
The construction industry experiences a larger burden of deaths at road construction sites than any other major industry. From 2011 to 2016, 532 construction workers were killed at road construction sites, more than twice as many fatalities as all other industries combined (chart 3). The number of fatalities among construction workers at
Module 5 DSP Notebook Individual Service Plan Development & Implementation 3 R-09-01-13 What is the Individual Service Plan (ISP)? The Individual Service Plan (ISP) is the written details of the supports, activities, and resources required for the individual to achieve personal goals. The Individual Service
(SMCT: Soldier’s Manual Common Tasks) Subject / Topic Training 1.- Drill 2.- Physical Fitness 2.1. Physical fitness test BCT 3.- Individual Weapon 3.1.- Load individual weapon 3.2.- Engage targets with an individual weapon 3.3.- Unload individual weapon 3.4.- Maintain individual weapon BCT BCT BCT BCT 4.- First aid 4.1.- Evaluate a casualty 4.2.-
Kaiser Gold 80 HMO 500/30 2020 Kaiser Silver 70 HMO 1650/55 2020 500 individual / 1,000 family 1,650 individual / 3,300 family 350 individual / 700 family (Brand/ Deductible: Individual / Family N / A 7,000 individual / 14,000 family 7,800 individual / 15,600 family Office Visits 30
