E:\Wilmot\DGN\14018pp.dgn 3/11/2015 6:49:16 AM

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1 SHOULDER WIDENING FOR TYPE (SPECIAL) GUARDRAIL TERMINALS

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11 For proprietary terminal sections, holes 5 (80) diameter round blockout or cored hole, typical for guardrail line posts. (00) (typ.) Variable width shall be according to the manufacturer s specifications. For generic terminals, 5 (80) cored holes or round blockouts are typical. Transition to normal shoulder slope Variable depending on end treatment and flare Shoulder stabilization 6 (900) Edge of shoulder Steel plate beam guardrail Appropriate guardrail end treatment PLAN Proposed HMA stabilization 6 (900) & var. Proposed PCC/HMA stabilization 6 (900) & var. (material same as shoulder) Existing standard shoulder paved width Proposed HMA shoulder surface (6) (00) Variable (80) Slope : max. New grade line of shoulder Proposed standard shoulder paved width (6) (00) Variable (80) Exist. pav t Exist. PCC/HMA shoulder Variable slope Proposed pav t PCC/HMA shoulder Slope : max. (HMA. only) Variable slope Hole backfilled with earth or aggregate and capped with an HMA mixture or grout. (5) 6 (50) 6 (50) pcc. 8 (00) HMA. Hole backfilled with earth or aggregate and capped with an HMA mixture or grout. (5) RESURFACING NEW CONSTRUCTION GENERAL NOTES See Standard 800, 8006, or 800 for details not shown. All dimensions are in inches (millimeters) unless otherwise shown. PASSED January, 009 ENGINEER OF POLICY AND PROCEDURES January, 009 ISSUED --9 DATE REVISIONS Switched units to English (metric). Removed reference to "bituminous mixture or grout". PCC / HMA STABILIZATION AT STEEL PLATE BEAM GUARDRAIL STANDARD

12 Edge of pavement 50: Taper (pay limits) Pay limits of Edge of shoulder and guardrail extruder head A -6" (.8 m) -6 (. m) length of need other type 6:Taper Slope :0 or flatter -0" (. m) 0-0" (.0 m) A 5-0" (.6 m) Length of need point set by manufacturer instructions Taper -0" (60) SHOULDER WIDENING TRANSITION FOR TANGENT TERMINAL Top of rail (8) Edge of paved shoulder (50) Top of tube Ground line, slope :0 or flatter Slope : max. (if fill height exceeds 5-0 (.5 m) use : max.) : desirable GENERAL NOTES 50: Taper required so the guardrail head will not encroach on the shoulder. All slope ratios are expressed as units of vertical displacement to units of horizontal displacement (V:H). All dimensions are in inches (millimeters) unless otherwise shown. PASSED January, 0 ENGINEER OF POLICY AND PROCEDURES January, 0 ISSUED --00 SECTION A-A (Impact Head omitted for clarity.) DATE REVISIONS Modified dimensioning of terminal. Switched units to English (metric). SHOULDER WIDENING FOR TYPE (SPECIAL) GUARDRAIL TERMINALS STANDARD (Sheet of )

13 Edge of pavement Pay limits Pay limits of other type Edge of shoulder 5-0 (0.0 m) -6" (.8 m) -6 (. m) length of need 00-0 (0.0 m) desirable B Flare according to manufacturer s specifications Slope :0 or Flatter 0-0" (.0 m) -0" (60) B Length of need point set by manufacturer instructions -6" (.0 m) 5-0" (.5 m) 5-0" (.5 m) SHOULDER WIDENING TRANSITION FOR FLARED TERMINAL Variable 0 (6) to -0 (. m) 5-0" (.5 m) (6) Slope :0 or flatter (50) Top of tube Slope : max. (if fill height exceeds 5-0 (.5 m) use : max.) : desirable SHOULDER WIDENING FOR TYPE (SPECIAL) PASSED January, 0 ENGINEER OF POLICY AND PROCEDURES January, 0 ISSUED --00 SECTION B-B (Impact Head omitted for clarity.) GUARDRAIL TERMINALS STANDARD (Sheet of )

14 () (0) (0) (6) (60) () (0) LEGEND ~ - (5) holes for () H.S. bolts D (9) 0 (5) D 9 (9) and nuts Drill and tap holes for () H.S. bolts. Transition plate G (9) (9) (5) (0) Dimensions A B For Curb 8 E () (9) (9) E 6 (5) Mounted Rail For Side Mounted Rail () 9 () (89) (6) (0) (85) () 5 5 GUARDRAIL CONNECTION PLATE ASSEMBLY DETAILS (Mirror for opposite end) (0) (5) (8) () () (8) (6) () End of rail cap () (6) (8) () () (8) (9) (5) 8 (0) (9) (0) (5) 6 () (8) (69) (8) (5) (5) 0 (58) A B (6) 9 (90) (9) (0) Rail cap (By others) 6 (50) (0) Rail cap (By others) (9) (0) 9 (90) (6) A B 0 (58) Transition plate xx (0x0x8) VIEW D-D (5) - (5) holes xx -x (x) slotted holes DEPARTURE END VIEW x (9x8) slotted holes 5xxx0 (x6x6.x55) x (9x8) slotted holes -x (x) slotted holes APPROACH END VIEW (x5x0) CONNECTION ANGLES (Install angles to rail caps using (9) washers and self-locking nuts or nuts and jam nuts, to be provided by others) (8) 6 (5) () (69) (8) Transition plate x6x (x5x) xxx (0x0x9.5x8) (05) 6 (5) 9 () (5) - (5) holes (0) SECTION E-E ~ - (5) holes in vert. leg of angle TRAFFIC BARRIER PASSED January, 0 ENGINEER OF POLICY AND PROCEDURES January, 0 ISSUED --00 TERMINAL, TYPE 6A STANDARD (Sheet of )

15 50 (5 m) Spacing 80 ft. ( m) max. for first After 00 ft. ( m), transition to 00 ft. ( m) or curve spacing shown normal delineator spacing shown in in Standard 6500, whichever is less Standard 6500, and continue as ( reflectors regardless of length). required. ONE-WAY TRAFFIC CASE I CASE II a b LEFT RIGHT (6) DIMENSION CASE I CASE II Bidirectional silver/silver should be used in lieu of monodirectional silver on both Monodirectional crystal a b * * 8 (50) 6 (06) sides of two-lane bridges where the pavement is less than (60) wider than the pavement approaching the bridge. Monodirectional amber TERMINAL MARKER DETAILS Color: Black / Yellow reflectorized * The width and height (a, b) of the terminal marker shall be within approximately (5) of the outer edge of the terminal end, with a minimum reflective area of 88 sq. in. (0.8 m ). Terminal Marker - Black/Yellow Left or Right as appropriate TWO-WAY TRAFFIC GUARDRAIL / BARRIER WALL / BRIDGE RAIL REFLECTIORS Parallel to road Sheeting SHEETING POSITION: CASE II All dimensions are in inches (millimeters) unless otherwise shown. DATE --09 REVISIONS Switched units to REFLECTOR AND TERMINAL January, 009 ENGINEER OF OPERATIONS January, 009 ISSUED English (metric). Changed white to crystal ref. Revise Case I Dimension and removed alternate detail. MARKER PLACEMENT STANDARD

16 () (5) () R (9) Metal rivet Var. (5) (9) Var. R (0) (8) (0) (56) REFLECTOR MARKER TYPE A (8) () (8) (8) Brass or plastic rivet Adhesive weep slots or holes equally spaced on both sides () (5) (8) (6) () () (9) (9) () (6) (5) (5) (6) () All dimensions are in inches (millimeters) unless otherwise shown. January, 009 ENGINEER OF OPERATIONS January, 009 ISSUED REFLECTOR MARKER TYPE B DATE REVISIONS Switched units to English (metric). Revised signature block. REFLECTOR MARKER AND MOUNTING DETAILS STANDARD (Sheet of )

17 Min. reflective area 6 sq. in. (,9 mm ) each side. May be rectangular or slight trapezoid. (6) (0) max. Minimum total area of base.0 sq. in. (,56 mm ) (.) (89) at base adhesive weep holes or slots each side, variable spacing. Cross section may be "T" or "L" shaped and may have side supports at ends. REFLECTOR MARKER TYPE C Type A reflector marker Type B or C reflector marker (type C shown) Type A reflector marker Type B or C reflector marker (type B shown) TYPICAL MOUNTING WITH REFLECTOR TYPICAL MOUNTING DETAIL FOR BARRIER WALL REFLECTOR January, 009 ENGINEER OF OPERATIONS January, 009 ISSUED TYPICAL MOUNTING DETAIL FOR BRIDGE RAIL REFLECTOR REFLECTOR MARKER AND MOUNTING DETAILS STANDARD (Sheet of )

18 D Flat nylon washer (M6) dia. hex head bolt (50) long Flat washer (M6) dia. hex elastic stop nut (8) Dia. B C D DETAIL OF MOUNTING TERMINAL MARKER TO POST A STANDARD TERMINAL MARKER SIGN SIZE DIMENSIONS A B C D x6 (05x06).0 (05) 6.0 (06).5 (8).0 (50) REFLECTOR MARKER AND January, 009 ENGINEER OF OPERATIONS January, 009 ISSUED MOUNTING DETAILS STANDARD (Sheet of )

19 (50) (00) (00) Yellow (00) Edge of pavement White (80) (0) 0 (9.5 m) 0 (.05 m) 0 (.05 m) 0 (9.5 m) Edge of pavement White Yellow (00) As specified (00) (80) (00) White As specified (50) (00) (00) (50) (00) Edge of pavement DIVIDED UNDIVIDED LANE MULTI LANE LANE AND EDGE LINES Approximately 5 (.5 m) from nearest rail or 8 (. m) back from gate, if present. Stop line placed perpendicular to center line. 8 (. m) or as directed by the Engineer. (600) (600) (600) (600) 6 (.8 m) 0 (6. m) 0 (.05 m) 5 (.6 m) 5 (.6 m) NOTES Std. R 6 (00) The transverse spread of the "X" 50 As directed by may vary according to lane width. (5. m) the Engineer. On multi-lane roads, the stop lines Lane ~ shall extend across all approach lanes and separate RXR symbols shall be placed adjacent to each other in each lane. When the pavement marking symbol is used, a portion of the symbol should be located directly adjacent to the Advance Warning Sign (W0-) as placed by Table C-, Condition B of the MUTCD. All dimensions are in inches (millimeters) January, 05 ENGINEER OF OPERATIONS January, 05 ISSUED --9 PAVEMENT MARKINGS AT RAILROAD-HIGHWAY GRADE CROSSING DATE REVISIONS Added symbols. Revised bike symbol. Revised note for stop line at RR crossing. Added bike symbol. Renamed LANE DROP ARROW detail to LANE-REDUCTION ARROW. unless otherwise shown. TYPICAL PAVEMENT MARKINGS STANDARD (Sheet of )

20 a Legend Height Arrow Size a a 6 (.8 m) Small.9 () 8 (. m) Large.8 (96) The space between adjacent letters or numerals should be approximately (5) for 6 (.8 m) legend and (00) for 8 (. m) legend. LETTER AND ARROW GRID SCALE January, 05 ENGINEER OF OPERATIONS January, 05 ISSUED --9 TYPICAL PAVEMENT MARKINGS STANDARD (Sheet of )

21 Smal size: urban Large size: rural 0 (6 m): urban Direction of View (600) 0 (600) (. m) Edge of Pavement 9 (. m) 0 ( m) 5-9" (.5 m) 8 (. m) (88) (88) 50 (5 m): rural (Between arrow and word or between words) 6 (.8 m): urban 8 (. m): rural -" (.0 m) 6-0" LANE-REDUCTION ARROW Right lane-reduction arrow shown. WORD AND ARROW LAYOUT Use mirror image for left lane. 8 (00) 0 8 (00) 6-0" (.8 m) 6-0" 6-0" (.8 m) (.8 m) -5" (.0 m) 6 (9) INTERNATIONAL SYMBOL OF ACCESSILITY (.8 m) ( m) 0 (50) -" (.0 m) SHARED LANE -" (.0 m) 0 (50) SYMBOL BIKE SYMBOL (Arrow is optional.) 6-6" (5 m) WRONG WAY ARROW January, 05 ENGINEER OF OPERATIONS January, 05 ISSUED --9 TYPICAL PAVEMENT MARKINGS STANDARD (Sheet of )

22 Anchor plate T OFFSETS TO FACE OF RAIL Wood posts inserted Post X ft (m) Y ft (m) 5-0" (.5 m) 5-0" (.5 m) -6" (.0 m) Soil plate H 6 (660) in steel tube. (.5).0 (.) (9.5).9 (.595) 0.9 (6.5) 6.6 (5.00).9 (.805).9 (0.850).9 (0.55).5 (0.80) 0.80 (0.5) 0.5 (0.5) 0-0" (.0 m) Slope :0 or Flatter Edge of shoulder 5-0" (0.0 m) 00-0" (0.0 m) desirable 6 -" (.905 m) (M6) bolts 8 (5) Plate washer F Diaphragms (.905) 0.00 (0.00) 0. (0.05) 0.00 (0.00) SHOULDER WIDENING TRANSITION 9 () (90) Cable assembly Bearing plate K (60) Dia. hole (00) Pay limits of other type Pay limits of TRAFFIC BARRIER TERMINAL TYPE ( ea.) Ground line (M6) Bolts (M0) Bolt Omit plate A A WOOD BREAKAWAY POSTS TUBULAR STEEL FOUNDATIONS 8 See table of offsets Y X 6 5 Spaces at - (. m) (steel posts) Spaces at 6 - (.905 m) (wood posts) -6" (. m) curve Spaces at 6 -" (.905 m) Traffic Flow A -0" (. m) (Face of rail) GENERAL NOTES See Standard B.L.R. 6 for details of guardrail not shown. Posts at location & shall be wood breakaway posts. Posts other than & may be either standard wood posts or steel posts, at the option of the Contractor. If standard wood posts are used, one post shall be located midway between and PLAN in lieu of posts & 5. The offset (Y) for this post shall be (00). -0" (. m) Plate washer F 5-0" (.5 m) A two-piece assembly may be substituted for the one piece nose shown above. The bearing plate K shall be held in position by () two eightpenny nails driven into the post and bent over the top of the plate. When this terminal is used with Standard 6000, Slope :0 or flatter (58) () (50) the guardrail shall transition down to the height of the terminal prior to post 8. All slope ratios are expressed as units of vertical displacement to units of horizontal displacement Slope : max. * (V:H). : desireable All dimensions are in inches (millimeters) unless otherwise shown. January, 0 ENGINEER OF LOCAL ROADS AND STREETS January, 0 ISSUED --08 SECTION A-A * If fill height exceeds 5-0 (.5 m) use : max. DATE REVISIONS Revised barrier terminal height and wood breakaway post. Switched units to English (metric). TRAFFIC BARRIER TERMINAL TYPE STANDARD B.L.R. - (Sheet of )

23 (6) (8) (8) (8) 0.0 () Steel (0) Dia. hole SS (5) Dia. hole 8 (8) (0) (8) -5" (.0 m) (50) Dia. std. pipe in post only. (60) Dia. hole (5) Steel plate x (8x5) Slotted hole PLATE WASHER F ( ea.) () () (5) DIAPHRAGM ( ea.) x (x5) Notch 5 (5) Dia. hole 8 (6) 5 (0) (90) WOOD BREAKAWAY POST () Dia. hole ~ (89) 6 (65) (5) Tack welds on (5) centers (80) R ( ea.) (6) Steel plate 8 (50) (89) (6) Steel plate (5) Diaphragm () Dia. hole (0) Dia. hole 9 9 (9) (9) (0) Dia. hole (typ.) ~ 9 6 (5) (50) 8 (50) 8 (0) (6) TS 8x6x (0) (5) (5) 8 (5) 8 (6) () (8) 5 () (8) -6" (. m) 9 () 5 () 9 () (5) (0x5x5) 8 (0) (0) 6 (06) (609) ALTERNATE SOIL TS 8x6x0.85 (0x5x5) SOIL PLATE H ( ea.) PLATE CONNECTION (0) Dia. hole for (M5) bolt, use plate washer F under x (x9) Slotted holes for (M6) splice bolts 8 (0) STEEL TUBE () Dia. hole xx (0x5x90) (6) head and nut at this bolt only. NOSE ( ea.) ( ea.) (6) Steel ~ 5 () 8 (00) plate January, 0 ENGINEER OF LOCAL ROADS AND STREETS January, 0 ISSUED --08 (90) BEARING PLATE K ( ea.) TRAFFIC BARRIER TERMINAL TYPE STANDARD B.L.R. - (Sheet of )

24 68 (00) 5 (50) (5) (5) 5 (5) 5 5 (5) (5) (5) (5) (5) (5) (5) ROAD WORK AHEAD EXPECT DELAYS USE APPROPRIATE MONTH AND DATE (. m) MIN. (5) BLACK BORDER (5) FOR CONTRACT BEGINS XXX XX 58 (50) NOTES:. USE BLACK LETTERING ON ORANGE BACKGROUND.. ERECT SIGNS IN ADVANCE OF THE LOCATION FOR THE "ROAD CONSTRUCTION AHEAD" SIGN AT LOCATIONS AS DIRECTED BY THE ENGINEER.. ERECT SIGN WITH INSTALLED PANEL ONE WEEK PRIOR TO THE START OF CONSTRUCTION.. REMOVE PANEL SOON AFTER THE START OF CONSTRUCTION. 5. SEE SPECIAL PROVISION FOR "TEMPORARY INFORMATION SIGNING" FOR ADDITIONAL INFORMATION. 6. ONE SIGN ASSEMBLY EQUALS 5.0 SQ. FT. (. SQ. M.). SHALL BE PAID FOR AS TEMPORARY INFORMATION SIGNING. ALL DIMENSIONS ARE IN INCHES (MILLIMETERS) UNLESS OTHERWISE SHOWN. FILE NAME = W:\diststd\x\tc.dgn USER NAME = gaglianobt PLOT SCALE = / IN. PLOT DATE = //008 DESIGNED DRAWN CHECKED DATE REVISED - R. MIRS REVISED REVISED REVISED R. MIRS --9 T. RAMMACHER C. JUCIUS 0--0 STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION SCALE: NONE ARTERIAL ROAD INFORMATION SIGN SHEET NO. OF SHEETS STA. TO STA. F.A.. SECTION RTE. TC- FED. ROAD DIST. NO. ILLINOIS COUNTY FED. AID PROJECT TOTAL SHEETS CONTRACT NO. SHEET NO.