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A dotted white line marking shall be used as the lane line to separate a through lane that continues beyond the interchange or intersection from an adjacent lane for any of the following conditions: For exit ramps with a parallel deceleration lane, a normal width dotted white lane line shall be installed from the upstream end of the full-width deceleration lane to the theoretical gore or to the upstream end of a solid white lane line, if used, that extends upstream from the theoretical gore as shown in Drawings A and C of, For exit ramps with a parallel deceleration lane, a normal width dotted white line extension may be installed in the taper area upstream from the full-width deceleration lane as shown in Drawings A and C of, For an exit ramp with a tapered deceleration lane, a normal width dotted white line extension may be installed from the theoretical gore through the taper area such that it meets the edge line at the upstream end of the taper as shown in Drawing B of, For entrance ramps with a parallel acceleration lane, a normal width dotted white lane line shall be installed from the theoretical gore or from the downstream end of a solid white lane line, if used, that extends downstream from the theoretical gore, to a point at least one-half the distance from the theoretical gore to the downstream end of the acceleration taper, as shown in Drawing A of, For entrance ramps with a parallel acceleration lane, a normal width dotted white line extension may be installed from the downstream end of the dotted white lane line to the downstream end of the acceleration taper, as shown in Drawing A of, For entrance ramps with a tapered acceleration lane, a normal width dotted white line extension may be installed from the downstream end of the channelizing line adjacent to the through lane to the downstream end of the acceleration taper, as shown in Drawings B and C of. Option: City of Chicago Street and Site Plan Design Standards April 2007 ii . 06 Where observed speeds exceed posted or statutory speed limits, longer tapers should be used. Pavement Marking Recessing Details PAVE-901-A.pdf (111.12 KB) 11/17/2020: Pavement Marking Standards: PAVE-905-E: Longitudinal Line Types & Placement PAVE-905-E.pdf (145.14 KB) Route numbers (route shield pavement marking symbols and/or words such as I-81, US 40, STATE 135, or ROUTE 10), Cardinal directions (NORTH, SOUTH, EAST, or WEST), Destination names or abbreviations thereof. Highway Standards show the details of various construction items and are used in conjunction with the Standard Specifications. The applicable Standards are referenced on the cover sheet of the plans. 06 If a bicycle lane is marked on the outside portion of the traveled way, the edge line that would mark the outside edge of the bicycle lane may be omitted. 11 Pavement word, symbol, and arrow markings should be proportionally scaled to fit within the width of the facility upon which they are applied. Can IDOT provide any cores that were previously taken for the existing conditions on I-55. 09 For an exit ramp with a tapered deceleration lane, a normal width dotted white line extension may be installed from the theoretical gore through the taper area such that it meets the edge line at the upstream end of the taper as shown in Drawing B of Figure 3B-8. 03 Lane line markings should be used on all roadways that are intended to operate with two or more adjacent traffic lanes in the same direction of travel, except as otherwise required for reversible lanes. A channelizing line shall be a wide or double solid white line. 06 Examples of approach markings for obstructions in the roadway are shown in Figure 3B-15. Standard: In Chicago, the typical roadway pavement width for a large proportion of local streets is 30 feet, measured from face of curb to face of curb. 11 For entrance ramps with a parallel acceleration lane, a normal width dotted white line extension may be installed from the downstream end of the dotted white lane line to the downstream end of the acceleration taper, as shown in Drawing A of Figure 3B-9. Rural arterials and collectors with a traveled way of 20 feet or more in width and an ADT of 3,000 vehicles per day or greater. Support: multi-lane freeway pavement marking (2 sheets) district one typical pavement markings detour signing for closing state highways . Pavement Markings Regulations / Standards On August 5, 2022, FHWA published a final rule in the federal register adding new provisions to the Manual on Uniform Traffic Control Devices (MUTCD) relating to maintaining minimum levels of pavement marking retroreflectivity. For roadways where the posted or statutory speed limit is less than 45 mph, the formula L = WS2/60 should be used to compute the taper length. 12 The buffer zone shall be a flush median island formed by two sets of double yellow center line markings that is at least 50 feet in length. 01 Word, symbol, and arrow markings on the pavement are used for the purpose of guiding, warning, or regulating traffic. Pavement Markings 9D-1Pavement Markings 9E: Traffic Control 9E-1Traffic Critical Projects Program 9F: Traffic Control in Work Zones 9F-1Introduction to Traffic Mobility and Safety Mitigations 9F-2Mobility and Safety Mitigations by Work Type When crosswalk lines are used, they shall consist of solid white lines that mark the crosswalk. Special Provision for Temporary Pavement Marking. 13 A wide dotted white lane line shall be used: Figure 3B-10 Examples of Applications of Freeway and Expressway Lane-Drop Markings, Figure 3B-11 Examples of Applications of Conventional Road Lane-Drop Markings. Option: If authorized by law, Do Not Block Intersection markings with appropriate signs may also be used at other locations. You can only import the pay items that were exported from the IDOT electronic bidding system. Lane line markings should be discontinued one-quarter of the distance between the Lane Ends sign (see, Pavement markings at lane-reduction transitions supplement the standard signs. Parking space markings tend to prevent encroachment into fire hydrant zones, bus stops, loading zones, approaches to intersections, curb ramps, and clearance spaces for islands and other zones where parking is restricted. The drawing files below are the most current revisions. [Publication No. Guidance: Yield lines shall not be used at locations where drivers are required to stop in compliance with a STOP (R1-1) sign, a Stop Here For Pedestrians (R1-5b or R1-5c) sign, a traffic control signal, or some other traffic control device. Figure 3B-15 Examples of Applications of Markings for Obstructions in the Roadway. The diagonal markings shall be yellow when used on the left-hand shoulders of the roadways of divided highways and on the left-hand shoulders of one-way streets or ramps. Option: Final Rule Federal Register Notice 02 Where curbs are marked to convey parking regulations in areas where curb markings are frequently obscured by snow and ice accumulation, signs shall be used with the curb markings except as provided in Paragraph 4. Standard: The longitudinal spacing of the chevrons or diagonal lines should be determined by engineering judgment considering factors such as speeds and desired visual impacts. 06 If a continuous flush median island formed by pavement markings separating travel in opposite directions is used, two sets of solid double yellow lines shall be used to form the island as shown in Figures 3B-2 and 3B-5. If advance markings are used, they shall comply with the detailed design shown in. Standard: Option: These markings and signs should be placed well in advance of the turn and should be repeated as necessary to prevent entrapment and to help the road user select the appropriate lane in advance of reaching a queue of waiting vehicles (see Drawing A of Figure 3B-11). Phone # E-Mail. Guidance: Support: @v= #+ 06 Edge line markings have unique value as visual references to guide road users during adverse weather and visibility conditions. hb``a``01GC30(0I[*_*=XyuS PVBi1 hm Curb markings are most often used to indicate parking regulations or to delineate the curb. contains information about the lane line markings that are to be used for transition areas where the number of through lanes is reduced. Standard: )V01|rssS!ny%!Ayy)yyyp~piRIeA~0 vv )L On two-way, two- or three-lane roadways where center line markings are installed, no-passing zones shall be established at vertical and horizontal curves and other locations where an engineering study indicates that passing must be prohibited because of inadequate sight distances or other special conditions. 01 Marking of parking space boundaries encourages more orderly and efficient use of parking spaces where parking turnover is substantial. Crosswalk lines, if used on both sides of the crosswalk, should extend across the full width of pavement or to the edge of the intersecting crosswalk to discourage diagonal walking between crosswalks (see. Stop lines should be 12 to 24 inches wide. If authorized by law, Do Not Block Intersection markings with appropriate signs may also be used at other locations. On low-speed urban roadways where curbs clearly define the roadway edge in the lane-reduction transition, or where a through lane becomes a parking lane, the edge line and/or delineators shown in, For roadways having a posted or statutory speed limit of 45 mph or greater, the transition taper length for a lane-reduction transition should be computed by the formula L = WS. 02 Parking space markings shall be white. Other markings, such as white delineators, white channelizing devices, white raised pavement markers, and white crosswalk markings may also be placed in the flush median area. If used, the pattern of the raised pavement markers should simulate the pattern of the markings for which they substitute. Standard: For additional emphasis, retroreflective raised pavement markers may be spaced closer than described in, Figures 9-20 through 9-22 in the "Traffic Control Devices Handbook" (see. In conjunction with signs and other measures, crosswalk markings help to alert road users of a designated pedestrian crossing point across roadways at locations that are not controlled by traffic control signals or STOP or YIELD signs. 05 Under both formulas, L equals the taper length in feet, W equals the width of the offset distance in feet, and S equals the 85th-percentile speed or the posted or statutory speed limit, whichever is higher. 06 The center line markings on undivided two-way roadways with four or more lanes for moving motor vehicle traffic always available shall be the two-direction no-passing zone markings consisting of a solid double yellow line as shown in Figure 3B-2. 12 For additional emphasis, retroreflective raised pavement markers may be spaced closer than described in Sections 3B.12 through 3B.14, as determined by engineering judgment or engineering study. If a bicycle lane is marked on the outside portion of the traveled way, the edge line that would mark the outside edge of the bicycle lane may be omitted. Detectable warning surfaces mark boundaries between pedestrian and vehicular ways where there is no raised curb. SHORT TERM PAVEMENT MARKING Base items 70300150 . Individual CADD files (Microstation .dgn format) of the Highway Standards are available upon request. Find on Page: Context Sensitive Solutions (CSS) - Aeronautics Implementation Procedures - May 2007.pdf Locally Let Project and Local Procurement Guidance - AB 2013-02 .pdf Sponsor Guidance for Local Let Projects at Primary Airports.pdf 2016 ITEP Application Example - Form OPP-2245.pdf 09 The individual triangles comprising the yield line should have a base of 12 to 24 inches wide and a height equal to 1.5 times the base. 08 Lane line markings should be discontinued one-quarter of the distance between the Lane Ends sign (see Section 2C.42) and the point where the transition taper begins. Guidance: The diagonal markings shall be white when used on right-hand shoulders. 10 Section 11-307 of the "Uniform Vehicle Code (UVC)" contains further information regarding required road user behavior in no-passing zones. Wide solid edge line markings may be used for greater emphasis. Company Name. Channelizing lines may be used to form channelizing islands where traffic traveling in the same direction is permitted on both sides of the island. 15 On the approach to a multi-lane exit ramp having an optional exit lane that also carries through traffic, lane line markings should be used as illustrated in Drawing B of Figure 3B-10. 03 On low-speed urban roadways where curbs clearly define the roadway edge in the lane-reduction transition, or where a through lane becomes a parking lane, the edge line and/or delineators shown in Figure 3B-14 may be omitted as determined by engineering judgment. A two-way left-turn lane-use arrow pavement marking, with opposing arrows spaced as shown in. If you are interested in becoming or working with an approved lab that performs material testing on behalf of IDOT please choose from the following: Cement, Concrete, Soils. When diagonal or longitudinal lines are used to mark a crosswalk, the transverse crosswalk lines may be omitted. Blue lines may supplement white parking space markings of each parking space designated for use only by persons with disabilities. 25 On approaches to intersections, a solid white lane line marking should be used to separate a through lane from an added mandatory turn lane. Standard: US DOT Home | FHWA Home | MUTCD Home | Operations Home | Privacy Policy, United States Department of Transportation - Federal Highway Administration. The word STOP shall not be placed on the pavement in advance of a stop line, unless every vehicle is required to stop at all times. Support: Standard: Examples of parking space markings are shown in Figure 3B-21. All work is expected to be completed by the beginning of December. For information about traffic control devices and theManual on Uniform Traffic Control Devices(MUTCD), other than visibility or retroreflectivity, please see FHWA'sMUTCD website, Pavement Markings Regulations / Standards, United States Department of Transportation, Revised MUTCD Maintaining Minimum Pavement Marking Retroreflectivity, Methods for Maintaining Pavement Marking Retroreflectivity, FHWA-SA-22-028. Improvements on Interstate 55 include pavement resurfacing and patching, shoulder maintenance and culvert repairs. January 13, 2017. 0000651564 00000 n They indicate which part of the road to use, what conditions lay ahead and where passing is allowed. 03 Blue lines may supplement white parking space markings of each parking space designated for use only by persons with disabilities. The roadway has four or more lanes of travel with a raised median or pedestrian refuge island and an ADT of 15,000 vehicles per day or greater. Guidance: 33 The ONLY word marking shall not be used in a lane that is shared by more than one movement. Pavement markings simulating Interstate, U.S., State, and other official highway route shield signs (see, Except at the ends of aisles in parking lots, the word STOP shall not be used on the pavement unless accompanied by a stop line (see. If used, speed reduction markings shall be a series of white transverse lines on both sides of the lane that are perpendicular to the center line, edge line, or lane line. IDOTs Bureau of Design and Environment (BDE) issues the BDE Special Provisions four times a year. Where highway design or reduced visibility conditions make it desirable to provide control or to guide vehicles through an intersection or interchange, such as at offset, skewed, complex, or multi-legged intersections, on curved roadways, where multiple turn lanes are used, or where offset left turn lanes might cause driver confusion, dotted line extension markings consisting of 2-foot line segments and 2- to 6-foot gaps should be used to extend longitudinal line markings through an intersection or interchange area. At least one retroreflective or internally illuminated marker per group shall be used or a retroreflective or internally illuminated marker shall be installed midway in each gap between successive groups of non-retroreflective markers. The project will improve and help maintain the road surface of the bridge. Also revised sign illust r ation s P-IT14A, P-IT17A, and P-IT17B to 14 Days. 04 On roadways with center line markings, no-passing zone markings shall be used at horizontal or vertical curves where the passing sight distance is less than the minimum shown in Table 3B-1 for the 85th-percentile speed or the posted or statutory speed limit. Option: 03 Speed measurement markings may extend 24 inches on either side of the center line or 24 inches on either side of edge line markings at 1/4-mile intervals over a 1-mile length of roadway. 07 When substituting for wide lines, raised pavement markers may be placed laterally adjacent to each other to simulate the width of the line. 26 On approaches to intersections, solid white lane line markings may be used to separate adjacent through lanes or adjacent mandatory turn lanes from each other. Chevron and diagonal crosshatch markings may be used to discourage travel on certain paved areas, such as shoulders, gore areas, flush median areas between solid double yellow center line markings or between white channelizing lines approaching obstructions in the roadway (see Section 3B.10 and, When crosshatch markings are used in paved areas that separate traffic flows in the same general direction, they shall be white and they shall be shaped as chevron markings, with the point of each chevron facing toward approaching traffic, as shown in, When crosshatch markings are used in paved areas that separate opposing directions of traffic, they shall be yellow diagonal markings that slant away from traffic in the adjacent travel lanes, as shown in. Non-retroreflective raised pavement markers should not be used alone, without supplemental retroreflective or internally illuminated markers, as a substitute for other types of pavement markings. When arrows are used for a short turn lane, the second (downstream) arrow may be omitted based on engineering judgment. Edge line markings have unique value as visual references to guide road users during adverse weather and visibility conditions. Guidance: Guidance: The new provisions in this final rule will be incorporated into Revision 3 of the 2009 edition of the MUTCD. 01 A channelizing line shall be a wide or double solid white line. 14 Except at the ends of aisles in parking lots, the word STOP shall not be used on the pavement unless accompanied by a stop line (see Section 3B.16) and STOP sign (see Section 2B.05). The UVC can be obtained from the National Committee on Uniform Traffic Laws and Ordinances at the address shown on Page i. 09 If traffic can pass either to the right or left of the obstruction, the markings shall consist of two channelizing lines diverging from the lane line, one to each side of the obstruction. An additional arrow or arrows may be used in a turn lane. w%h-HoV{..!`5wVl_, >,1@__~<0mno?lo_}wd2nG#oC?Ey,?7pnTA0. Find your nearest vaccination location at vaccines.gov. If markings are used for a speed hump that does not also function as a crosswalk or speed table, the markings shall comply with Option A, B, or C shown in, Advance pavement wording such as BUMP or HUMP (see, If advance speed hump markings are used, they shall be a series of eight white 12-inch transverse lines that become longer and are spaced closer together as the vehicle approaches the speed hump or other deflection. Standard: Except for acceleration lanes, where a lane-reduction transition occurs on a roadway with a speed limit of less than 45 mph, the lane-reduction arrow markings shown in Drawing f in Figure 3B-24 should be used if determined to be appropriate based on engineering judgment. Support: Current Date,Letting Date,Item-Contract,District,DBE Goal,VBP Goal,County,Major Work Category,Bulletin Description "04/27/2023","04/28/2023",031-70992,5,5.00%,0.00% . The space between the triangles should be 3 to 12 inches. If used, the diagonal or longitudinal lines should be 12 to 24 inches wide and separated by gaps of 12 to 60 inches. h4P0P4T04W4R01PwI-.)V0|rssS!ny%!AyI%! Revised %PDF-1.6 % Option: For three-lane roadways having a posted or statutory speed limit of 45 mph or greater, the lane transition taper length should be computed by the formula L = WS. When paved shoulders of sufficient width are available, the speed measurement markings may be placed entirely on these shoulders (see Drawing A of. Option: h27R0P07V04W07Q01PwI-. The lane drop marking should begin no closer to the intersection than the most upstream regulatory or warning sign associated with the lane drop. 02 Stop lines may be used to indicate the point behind which vehicles are required to stop in compliance with a STOP (R1-1) sign, a Stop Here For Pedestrians (R1-5b or R1-5c) sign, or some other traffic control device that requires vehicles to stop, except YIELD signs that are not associated with passive grade crossings. 02 When center line markings are used, no-passing zone markings shall be used on two-way roadways at lane-reduction transitions (see Section 3B.09) and on approaches to obstructions that must be passed on the right (see Section 3B.10). 08 For entrance ramps with tapered acceleration lanes, channelizing lines shall be placed along both sides of the neutral area to a point at least one-half of the distance to the theoretical gore (see Drawing C of Figure 3B-9). Support: 07 Where a double line is extended through an intersection, a single line of equal width to one of the lines of the double line should be used. Standard: Option: Option: DESIGNER NOTES are included on most typical details. Option: Figure 3B-6 Example of Reversible Lane Marking Application. temporary pavement marking (bde) Effective: April 1, 2012 Revised: April 1, 2017 Revise Article 703.02 of the Standard Specifications to read: 703.02 Materials. 0000651473 00000 n 10 Center line markings should be placed on paved urban arterials and collectors that have a traveled way of 20 feet or more in width and an ADT of 4,000 vehicles per day or greater. 05 Letters and numerals should be 6 feet or more in height. The design of the lines and gaps should avoid the wheel paths if possible, and the gap between the lines should not exceed 2.5 times the width of the diagonal or longitudinal lines. Examples of lane line markings are shown in. 13 Figures 9-20 through 9-22 in the "Traffic Control Devices Handbook" (see Section 1A.11) contain additional information regarding the spacing of raised pavement markers on longitudinal markings. endstream endobj 81 0 obj <>stream Option: If used on the roadways of divided highways or one-way streets, or on any ramp in the direction of travel, left edge line pavement markings shall consist of a normal solid yellow line to delineate the left-hand edge of a roadway or to indicate driving or passing restrictions left of these markings. The CMMS Supplement Documentation of Contract Quantities Guide document serves as a supplement to the departments Documentation of Contract Quantities Guide. ?~$_}'gz#/\A Q$V[RDoQW9 (~W??>\r?(?^}u#O?J|]f/ Guidance: Figure 3B-5 Example of Application of Three-Lane, Two-Way Marking for Changing Direction of the Center Lane. Option: The use of retroreflective or internally illuminated raised pavement markers for supplementing longitudinal line markings should comply with the following: Raised pavement markers should not supplement right-hand edge lines unless an engineering study or engineering judgment indicates the benefits of enhanced delineation of a curve or other location would outweigh possible impacts on bicycles using the shoulder, and the spacing of raised pavement markers on the right-hand edge is close enough to avoid misinterpretation as a broken line during wet night conditions. When supplementing broken line markings, a spacing no greater than 3N should be used. 07 Flashing raised pavement markers are considered to be In-Roadway Lights (see Chapter 4N). 06 Crosswalk lines, if used on both sides of the crosswalk, should extend across the full width of pavement or to the edge of the intersecting crosswalk to discourage diagonal walking between crosswalks (see Figures 3B-17 and 3B-19). Guidance: Standard: When crosshatch markings are used on paved shoulders, they shall be diagonal markings that slant away from traffic in the adjacent travel lane. Symbol messages are preferable to word messages. 07 Yield lines (see Figure 3B-16) shall consist of a row of solid white isosceles triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is intended or required to be made. Continuously Reinforced Concrete Pavement. These certificates must be submitted along with the contractor's original BC 57 Affidavit of Availability. See Section 3B.20 for provisions regarding use of lane-reduction arrows. 0000000767 00000 n Detectable warning surfaces are required by 49 CFR, Part 37 and by the Americans with Disabilities Act (ADA) where curb ramps are constructed at the junction of sidewalks and the roadway, for marked and unmarked crosswalks. If used, edge line pavement markings shall delineate the right or left edges of a roadway. Standard: 01 No-passing zones shall be marked by either the one direction no-passing zone pavement markings or the two-direction no-passing zone pavement markings described in Section 3B.01 and shown in Figures 3B-1 and 3B-3. Navigate to Erosion and Sediment Control for more information in regards to methods to prevent soil and other pollutants from leaving the construction site. When arrows are used for a short turn lane, the second (downstream) arrow may be omitted based on engineering judgment. Support: The space between the triangles should be 3 to 12 inches. 12 On narrow, low-speed shared-use paths, the pavement words, symbols, and arrows may be smaller than suggested, but to the relative scale. THE SOLID YELLOW PAVEMENT MARKINGS 2 SHOULD GENERALLY START OR END NEAR THE RADIUS POINT OF EACH STREET RETURN EXCEPT WHERE ONE OR BOTH ENDS WOULD INCLUDE STOP BARS. Option: Navigate back to 'Consultant's Resources', Engineering, Architectural & Professional Services, 226-000001-08_standardsymbolsabbreviations&patterns-001.pdf, 226-280001-07_temperosioncntrlsystems.pdf, 226-285001-02_fabricformedconcrevetmentmats.pdf, 226-353001-05_pccbsecsewithhmabind&surfcses.pdf, 226-420201-12_entrrampterm-pccadjtopcc.pdf, 226-420206-13_entrrampterm-pccadjtocrc.pdf, 226-420301-09_exitrampterm-pccadjtopcc.pdf, 226-420306-11_exitrampterm-pccadjtocrc.pdf, 226-420401-13_PavementConnector(PCC)ForBridgeApproachSlab.pdf, 226-420406_PavementConnector(HMA)forBridgeApproachSlab.pdf, 226-420501-07_pccpvmt&pccbsecseadjtorrgradexing.pdf, 226-420701-03_PavementWeldedWireReinforcement.pdf, 226-421101-10_24ftcrcpvmt-wwideflangebeamtermjt.pdf, 226-421106-10_36ftcrcpvmt-wwideflangebeamtermjt.pdf, 226-424011-04_CornerParallelCurbRamps.pdf, 226-424026-03_EntranceAlleyPedestrianCrossings.pdf, 226-424031-02_MedianPedestrianCrossings.pdf, 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226-701501-06_UrbanLnClosure2L2W-Undivided.pdf, 226-701502-09_UrbanLnClosure2L2WWithBidirectLeftTurnLn.pdf, 226-701601-09_UrbanLnClosureMultiLn1W2WWithNontrvsableMed.pdf, 226-701602-10_UrbanLnClosureMultiLn2WWithBidirectLeftTurnLn.pdf, 226-701606-10_UrbanSingleLnClosureMultiLn2WWithMountableMed.pdf, 226-701611-01_UrbanHalfRoadClosureMultiLn2WWithMountableMed.pdf, 226-701701-10_UrbanLnClosureMultiLnIntersection.pdf, 226-701801-06_SidewalkCornerOrCrosswalkClosure.pdf, 226-720011-01_MetalPostsForSignsMrkrs&Delineators.pdf, 226-720016-04_MastArmMountedStNameSigns.pdf, 226-720021-03_SignPanels-ExtrudedAlumType.pdf, 226-725001-01_ObjectandTerminalMarkers.pdf, 226-728001-01_TelescopingSteelSignSupport.pdf, 226-731001-01_BaseForTelescopingSteelSignSupport.pdf, 226-781001-04_TypicalAppRaisedReflcPvmtMrkrs.pdf, 226-782006-01_GuardrailandBarrierWallReflectorMountingDeatils.pdf, 226-812001-01_RacewaysEmbeddedinStructure.pdf, 226-821101-02_Luminaire Wiring in Pole.pdf, 226-825001-04_LightingControllerPoleMount240V.pdf, 226-825006-03_LightingControllerPoleMount480V.pdf, 226-825011-04_LightingControllerPedestalMount240V.pdf, 226-825016-04_LightingControllerPedestalMount480V.pdf, 226-825021-04_LightingControllerBaseMount240V.pdf, 226-825026-04_LightingControllerBaseMount480V.pdf, 226-826001-03_ObstructionWarnLightingController240V.pdf, 226-826006-03_ObstructionWarnLightingController480V.dgn.pdf, 226-830001-03_LightPoleAluminumMastArm.pdf, 226-830006-05_LightPoleAluminumDavitArm.pdf, 226-830026-01_TemporaryRoadwayLighting.pdf, 226-836011-02_LightPoleFoundationWith44inConcBarrier.pdf, 226-857001-01_StdPhaseDesignationDiagrams&PhaseSeq.pdf, 226-857006-01_SupervisedRRInterconnectCircuit.pdf, 226-876001-04_PedestrianPushButtonPost.pdf, 226-877001-08_SteelMastArmAssembly&Pole16'thru55'.pdf, 226-877002-04_SteelMastArmAssembly&Pole56'thru75'.pdf, 226-877006-06_SteelMastArmAssembly&PoleWithDualMastarms.pdf, 226-877011-10_SteelComboMastArmAssembly&Pole16'thru55'.pdf, 226-877012-07_SteelComboMastArmAssembly&Pole56'thru75'.pdf, 226-878001-11_ConcreteFoundationDetails.pdf, 226-880001-01_SpanWireMountSignals&FlashBeaconInstall.pdf, 226-880006-01_TrfSignalMountDetails-Post&BracketMount.pdf, 226-886001-01_DetectorLoopInstallations.pdf, 226-886006-01_TypicalLayoutsForDetectionLoops.pdf, 226-BLR17-4_TrafCntrlDevices-DayLaborConstr.pdf, 226-BLR18-6_TrafCntrlDevices-DayLaborMaint.pdf, 226-BLR21-9_TypAppTrafCntrlDevices-ConstrOnRuralLocalHwys.pdf, 226-BLR22-7_TypAppTrafCntrlDevices-ConstrOnRuralLocalHwys(2L2W-RdClsdToThruTraf).pdf, 226-BLR28-1_ConcreteCurbTypeBandCombinationConcreteCurbandGutter.pdf.
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