The electronic (pdf) version of the Standard Drawing are now made searchable (text).

Illinois Tollway Standard Drawing Revisions Section C Guardrail / Median Barrier Standard Modification Summary Effective: 03-31-2016 ll C1 Sheet 1 Sheet 2 Sheet 3 Sheet 4 C3 C4 C5 C6 C7 Sheet 3 C9 C10 C11 C12 C13 C14 The electronic (pdf) version of the Standard Drawing are now made searchable (text). Galvanized Steel Plate Beam Guardrail Notes 5 & 7. Clarified aggregate shoulder width. Revised aggregate shoulder at shoulder point on sections to match base sheets. dded cut section with gutter. Removed Wood Post column in Table 1, since it's not applicable. Corrected equation for > 28 1/8" depth. Included notes into Leave Out details. Clarified notes for use of detail with other underground conflicts. dded Minimum Barrier Clearance Distances (MSH) to be used after 2017 to Table 2. Single Face Reinforced Concrete Barrier dded maximum exposure depth for base. Revised expansion joint sealant note to match structure detail. Removed backer rod from sides and beneath base. Concrete Shoulder Barrier Transition Type F Revised expansion joint sealant note to match structure detail. Removed backer rod from sides and beneath base. Referenced Standards C3, C9, & C10. Removed expansion joint detail. Note 10. Revised minimum expansion joint spacing from 27' to 25'. Concrete Barrier Base, and Concrete Barrier, Double Face, 42" and Variable Height Deleted previous Notes 2. & 5 and renumbered Notes. Re-arranged sections. Shoulder Widening for Traffic Barrier Terminal, Type T1 (Special) Tangent Deleted Sheet 3. Incorporated Gutter, Type G-2 into Sheet 2. Note 2. dded reference to minimum offset to rail. Note 6. Incorporated tangent and curved section notes into note 6. Revised ggregate Shoulder in section to match base sheets. Revised Recovery rea so that 90' starts at Post 1. Removed minimum rail offset dimension in plan view. Traffic Barrier Terminal, Type T2 Revised ggregate Shoulder in sections to match base sheets. dded edge of paved shoulder and shoulder point line to plan views. Revised pipe diameter to 2" in Wood Post Detail Traffic Barrier Terminal, Type T6 Revised ggregate Shoulder in sections to match base sheets. dded shoulder point line to plan views. Traffic Barrier Terminal, Type T6B Revised ggregate Shoulder in sections to match base sheets. dded shoulder point line to plan view. Traffic Barrier Terminal, Type T10 Revised Flared Wing angle from 15 to 20 (minimum), deleted note previously associated with it, and deleted 2' dimension Shoulder Widening for Traffic Barrier Terminal, Type T1- (Special) Tangent Note 3. dded reference to minimum offset to rail. Note 7. Incorporated tangent and curved section notes into note 7. Revised ggregate Shoulder in sections to match base sheets. Revised Recovery rea so 65' starts at Post 1. Removed minimum rail offset dimension in plan views. Removed Gutter, Type G-3 Row in Table 1. Concrete Median Barrier Transition, Type V-F at Bridge Piers Combined Notes 1 & 2 and renumbered Notes. Note 3 (former Note 4). Revised expansion joint sealant note to match structure detail. Removed Tie Bars in Section D-D. Removed backer rod from sides and beneath base in Section -. Concrete Median Barrier Transition, Type V at Bridge Piers ligned Plan and Elevation views. dded ditch to Elevation view. Re-arranged Notes and Sections. New Sheet Retired Standard

PPROVED NOTES: SEE NOTE 2 3 " 1'-0" 5 " 3'-0" SEE NOTE 2 3 " 1'-0" 5 " 3'-0" 1. 1'-0" OFFSET FROM EDGE OF PVED TO FCE OF RIL IS TYPICL FOR LL INSTLLTIONS WITHOUT GUTTER EXCEPT S OTHERWISE DETILED IN THE PLN DRWINGS. 2. WHERE GUTTERS SUCH S TYPE G-2, G-3 RE REQUIRED IN FRONT OF TOP OF RIL TOP OF RIL THE GURDRIL, THE POSTS SHLL BE LOCTED 6" BEHIND THE GUTTER, OR S OTHERWISE DETILED IN THE PLNS. THE OFFSET FROM THE EDGE OF TO THE FCE OF THE GURDRIL SHLL BE S 24 " (SEE NOTE 3) EDGE OF 31" 6" SEE NOTES 5 & 7 1:10 MX. POINT S 1 24 " (SEE NOTE 3) EDGE OF 31" 6" SEE NOTE 5 1:10 MX POINT 1:2.5 MX. GROUND LINE 3. 4. SHOWN ON STNDRD B28. THE 24 " TYPICL RIL HEIGHT IS MESURED FROM EXISTING SURFCE 1'-0" IN FRONT OF RIL, OR FROM EDGE OF /EDGE OF GUTTER WHEN EDGE IS MORE THN 1'-0" IN FRONT OF RIL TO CENTER OF RIL. GGREGTE S SPECIL, TYPE C SHLL COMPLY WITH THE REQUIREMENTS OF THE ILLINOIS TOLLWY RECURRING SPECIL PROVISION. WHERE GUTTER IS PROPOSED WITH GURDRIL, 6" MINIMUM THICKNESS OF GGREGTE S SPECIL, TYPE C SHLL BE PLCED BEHIND GUTTER. FOR GURDRIL WITHOUT GUTTER, GGREGTE, TYPE C, OF THE SME THICKNESS S PVED PVED GUTTER OF TYPE SPECIFIED STEEL POST 6'-0" LONG (SEE NOTE 7) FILL SECTION WITH GUTTER GROUND LINE PPROVED FILL MTERIL S REQUIRED GGREGTE S SPECIL, TYPE C (SEE NOTES 4 ND 7) PPROVED FILL OR EXISTING PVED MTERIL GUTTER OF TYPE STEEL POST S REQUIRED SPECIFIED 6'-0" LONG GGREGTE S SPECIL, TYPE C (SEE NOTE 4) CUT SECTION WITH GUTTER 5. 6. SHLL BE PLCED FROM THE EDGE OF PVED SLOPING WY TO 6" MIN. THICKNESS. GGREGTE S SPECIL, TYPE C SHLL EXTEND MINIMUM OF 1'-0" BEHIND GURDRIL POST, EXCEPT S DETILED ELSEWHERE IN THE PLNS. PLSTIC BLOCK-OUTS SHLL NOT BE LLOWED S SUBSTITUTE FOR WOOD BLOCK-OUTS ON NEW INSTLLTIONS. 7. WHEN S<3 ND 3'-0" MIN. GGREGTE WIDTH CNNOT BE MET, THE POST LENGTH SHLL BE 9'-0" ND THE GGREGTE WIDTH SHLL BE 1'-0" MIN. BEHIND THE POST TO THE POINT. 1'-0" 3 " 4'-0" 1'-0" 5 " 8. LL SLOPES RE EXPRESSED S UNITS OF VERTICL DISPLCEMENT TO UNITS OF HORIZONTL DISPLCEMENTS (V:H). PVED 24 " (SEE NOTE 3) TOP OF RIL EDGE OF 31" 1:10 MX SEE NOTE 10 POINT 9. UNDER NO CIRCUMSTNCES SHLL N EXISTING GURDRIL, THT WS DESIGNED USING PREVIOUS STNDRD, BE EXTENDED, TTCHED TO OR MODIFIED IN NYWY FROM ITS ORIGINL DESIGN. IF NY MODIFICTION IS REQUIRED ND PROPER BRRIER WRRNT HS BEEN COMPLETED, THE ENTIRE BRRIER INSTLLTION SHLL BE COMPLETELY REMOVED ND REPLCED WITH NEW SYSTEM THT CONFORMS TO THE CURRENT STNDRD. 10.WHEN S<3, THE POST LENGTH SHLL BE 9'-0" ND 4'-0" GGREGTE WIDTH MINTINED. 11. THE GURDRIL SYSTEM HS BEEN PERFORMNCE-TESTED FOR CRSHWORTHINESS UNDER PROCEDURES DEFINED IN THE NTIONL COOPERTIVE HIGHWY RESERCH PROGRM (NCHRP) REPORT 350. NO S MODIFICTION TO THIS STNDRD DRWING SHLL BE PERMITTED. 1 GROUND LINE 12.GURDRIL POSTS SHLL NOT BE INSTLLED IN CONCRETE OR SPHLT PVEMENT. WHEN NECESSRY USE LEVE-OUT DETIL ON SHEET 4 OF 4 STEEL POST OF THIS SERIES. 6'-0" LONG (SEE NOTE 10) PPROVED FILL MTERIL S REQUIRED 13.GURDRIL POSTS SHLL NOT BE TTCHED TO NY STRUCTURE. GGREGTE S SPECIL, TYPE C (SEE NOTE 4) SHEET 1 OF 4 SECTION WITHOUT GUTTER GURDRIL INSTLLTION DETILS 11-01-12 03-31-14 REVISIONS MODIFIED GGREGTE S REMOVED SECONDRY HOLE GLVNIZED STEEL PLTE BEM GURDRIL 5-1-2009 FROM POST ND UPD NOTES. 03-31-16 DDED SECTION, REV'D SHLDR STNDRD C1-08

RIL ELEMENT SPLICE (SEE DETIL - SHEET 3) 1'-6ƒ" 1'-6ƒ" 1'-6ƒ" 1'-6ƒ" 1'-6ƒ" 1'-6ƒ" 1'-6ƒ" 1'-6ƒ" RIL ELEMENT SPLICE RIL ELEMENT SPLICE (SEE DETIL - SHEET 3) (SEE DETIL - SHEET 3) STEEL PLTE BEM GURDRIL WITH BOLT SLOTS T CENTERS ELEVTION ELEVTION ELEVTION TYPE TYPE B TYPE C POST SPCING 1'-6ƒ" POST SPCING TYPICL POST SPCING 1'- " L 1 " TBLE 1 V W L 0-16 " 24" 21" > 16 " - 28 " 12" 8" PLN ROUND HOLE 1'- " " 4 " " " 7" 1'-2" 6" TOE NIL W/16D NIL 7" > 28 " - 40 " 12" - 0 ( ) * 8" 1'-2" * V + W = 40 " FINISHED GROUND LINE GGREGTE BCKFILL (C 11) 4" 8 " TOP OF IMPERVIOUS MTERIL W V 24" - 40 " 6" NOTES: 1ƒ" 4" 5 " MIN. MX. TWO-PIECE WOOD BLOCK-OUT OPTION DRILLED HOLE L LL HOLES 3/4" DI. WOOD BLOCK-OUT ND SHEET 2 OF 4 ELEVTION STEEL POST DETILS FOOTING FOR POST WHEN IMPERVIOUS MTERIL IS ENCOUNTERED GLVNIZED STEEL PLTE BEM GURDRIL PPROVED 5-1-2009 STNDRD C1-08

1'-6" TRFFIC 2" 1'-0 " LP 4 " 4 " 2" ƒ"x2 " SLOTTED HOLE S REQUIRED " " NC 2 1 " " MIN t LEVE-OUT 1'- MIN BEHIND POST CONCRETE OR SPHLT > 0" CLSS RIL ELEMENT ž" x 1 " SLOTTED HOLES FOR " 1Š" OR 1 " DI ND DEPTH Š" OF RECESS TO SUIT BOLT EDGE OF OR BCK OF GUTTER SPLICE BOLTS PLN RIL ELEMENT SPLICE POST OR SPLICE BOLT & NUT 3 " 1'-0" 5 " STEEL POST " COLD MIX SPHLT (CM) OR CONTROLLED LOW STRENGTH MTERIL (CLSM) CP 1'-2" 7" POST BOLT WITH STD HEX NUT 9 2" 2" FOR 9' POSTS ONLY (STMP BOTH SIDES) 4" CP C6 (MTCH THE EXISTING CROSS SLOPE) SUBBSE MTERIL CONCRETE OR SPHLT W6x9 OR W6x8.5 STEEL POST ELEVTION STEEL POST CONSTRUCTION LEVE-OUTS t THE RE ROUND THE POST THT IS EITHER OMITTED FROM THE NEW CONSTRUCTION OR REMOVED FROM THE EXISTING CONCRETE OR SPHLT. SHEET 3 OF 4 GLVNIZED STEEL PLTE BEM GURDRIL PPROVED 5-1-2009 STNDRD C1-08

TBLE 2 BRRIER CLERNCE DISTNCE GURDRIL SYSTEM POST SPCING MINIMUM BRRIER CLERNCE DISTNCE CURRENT CONST. FTER 2017 TYPE 28" 3 TYPE B POST SPCING 3'-1 " 2 34" (MIN.) 9'-4 " (MXIMUM) TYPE C POST SPCING 1'-6 ƒ" 14" 26" DRINGE STRUCTURE DOWNSTREM TRNSITION 2 SPCES @ (MIN.) POST SPCING @ UPSTREM TRNSITION 12'-6" 4 SPCES @ REPOSITION POST FCE OF GURDRIL EDGE OF OBSTCLE 2 (MIN.) DDED POST (TYP.) TYPE GURDRIL-DRINGE STRUCTURE CONFLICT ONE POST FCE OF GURDRIL (MIN.) 9'-4 " (MXIMUM) (MIN.) DIRECTION OF TRFFIC EDGE OF TRNSITION TO -POST SPCING (DJUST S REQUIRED) DRINGE (DJUST S REQUIRED) STRUCTURE DOWNSTREM TRNSITION ** (MIN.) 2 UPSTREM TRNSITION 4 SPCES @ 1'-6ƒ" POST SPCING @ 1'-6ƒ" OBSTCLE 12'-6" 8 SPCES @ 1'-6ƒ" 12'-6" 4 SPCES @ (SEE NOTE ) REPOSITION POST REPOSITION POST FCE OF GURDRIL EDGE OF 14" (MIN.) TYPE GURDRIL - DRINGE STRUCTURE CONFLICT TWO POSTS FCE OF GURDRIL DRINGE STRUCTURE CONFLICTS DIRECTION OF TRFFIC EDGE OF NOTES: ** TRNSITION TO -POST SPCING WHEN LENGTH OF OBSTCLES IS 1'- OR LESS, THE DOWNSTREM TRNSITION SHLL BE OMITTED.. GURDRIL POSTS SHLL NOT BE ELIMINTED; LL POSTS MUST BE USED. POSTS DJCENT TO REPOSITIONED POSTS MY NEED TO BE MOVED TO KEEP MINIMUM SPCING. SHEET 4 OF 4 POST SPCING TRNSITIONS B. GURDRIL POSTS SHLL NOT BE SET BCK TO NOTE: NO MODIFICTIONS OF NY KIND TO THE VOID CONFLICTS WITH DRINGE STRUCTURE. TRNSITION POST SPCING RE LLOWED. C. THIS DETIL LSO PPLIES TO OTHER UNDERGROUND CONFLICTS. GLVNIZED STEEL PLTE BEM GURDRIL PPROVED 5-1-2009 STNDRD C1-08

RESERVED REVISIONS RESERVED PPROVED STNDRD C2-00

CONTRCTION JOINT, BRRIER ND BSE SLB B BCK FCE OF BRRIER EXPNSION JOINT IN BRRIER ND BRRIER BSE d(e) & d1(e) BR (CUT TO FIT) 2-#5 d(e) BR 2-#5 d(e) BR FRONT FCE OF BRRIER 2-#5 d1(e) BR 2-#5 d1(e) BR 2-#5 t1(e) BR (TOP) (ECH SIDE OF DRINGE OPENING) (MIN.) FROM END SECTION OR EXPNSION JOINT FRME ND GRTE TYPE SPECIFIED B 2" CL. (TYP.) 2-#6 t(e) BR (BOTTOM) (ECH SIDE OF DRINGE OPENING) 1'-6" 3'-6" 7" 2'-8" CLR. 1" #4 w(e) BRS SHLL BE CONTINUOUS WITH MIN. LP (TYP.) 3 " 5" 10 " #5 d1(e) BRS @ 12" TYPE F BRRIER SECTION - 2 (MIN.) - 90'-0" (MX.) PLN ƒ" x 45 CHMFER OR NON-STINING GRY ONE 1" RDIUS (TYP.) PREFORMED JOINT COMPONENT NON-SG #5 d(e) BRS FILLER ELSTOMERIC GUN GRDE POLYURETHNE SELNT @ 12" MEETING THE REQUIREMENTS #5 e1(e) OF STM C-920, TYPE S, 1 " CLR. GRDE NS, CLSS 25, (MIN. TYP.) USE T WITH BCKER ROD. BONDED CONST. JOINT 2 " CLR. #5 t1(e) BRS MIN. @ 12" #6 t(e) BRS @ 12" GROUND LINE 5-#4 w(e) BRS @ 15" T & B 3 " (TYP.) 5'-7" 1'-0" (MX.) TYPE F BRRIER EXPNSION JOINT SECTION B-B 7" 7 " R 2 " R 2 " PLN REINFORCEMENT ROUND DRINGE STRUCTURE NOTES: 1. TOP EDGE OF BRRIER BSE GUTTER SHLL MTCH THE TOP OF ELEVTION. 2. 1" DEEP CONTRCTION JOINTS SHLL BE CONSTRUCTED IN BOTH THE REINFORCED CONCRETE BRRIER WLL ND BSE. CONTRCTION JOINTS SHLL LSO BE CONSTRUCTED T BOTH SIDES OF LL DRINGE STRUCTURES. MXIMUM CONTRCTION JOINT SPCING SHLL BE 30'-0". 3. THE FORMING OF CONTRCTION JOINTS SHLL BE DONE WITH N PPROVED FINISHING TOOL OR BY SWING SUBJECT TO THE STISFCTORY CONTROL OF CRCKING. 4. REINFORCEMENT BRS DESIGNTED "(E)" SHLL BE EPOXY COTED. 5. REINFORCEMENT BRS BENDING DETILS SHLL BE IN CCORDNCE WITH THE "MNUL OF STNDRD PRCTICE FOR DETILING REINFORCED CONCRETE STRUCTURES", CI 315, LTEST EDITION. 6. REINFORCEMENT BRS BENDING DIMENSIONS RE OUT TO OUT. 7. T DRINGE STRUCTURES, CUT FOOTING BRS TO FIT. DD N DDITIONL SET OF d, d1, t, ND t1 BRS ON ECH SIDE OF THE DRINGE STRUCTURE. PREFORMED JOINT FILLER ( ") 1 " 2'-7 " 2'-10" 2'-7" 2'-11" 8 " 2'-10" 8. 9. EXPNSION JOINTS SHLL BE CONSTRUCTED IN BRRIER WLL T MXIMUM JOINT SPCING OF 90'-0". SEE SECTION B-B FOR DETILS. MINIMUM LENGTH OF INSTLLTION SHLL BE 2. VRIES 1'-2" 1'-2" 7 5 8" 10. MINIMUM EXPNSION JOINT SPCING SHLL BE 2. PPROVED 2-7-2012 CEMENT NILS FLT HD ƒ" CHMFER CC 1" LONG T 12" CTS VERTICL ECH FCE EXPNSION JOINT BR d1(e) BENDING DIGRMS BR d(e) 11-01-12 10-01-13 03-31-14 3-11-2015 3-31-2016 REVISIONS GUTTER TRNS. TPER DET. NEW JOINT DET., REV. NOTES REVISED REINFORCEMENT BRS ND GUTTER WIDTH REDESIGNED FOR TL-4 LODING REVISED BENDING DIGRM DDED MX. EXPOSED BSE, REVISED EXP. JT. NOTE SINGLE FCE REINFORCED CONCRETE BRRIER STNDRD C3-06

VRIES FROM 3 " TO 0" 4-#5 e(e) BRS @ 18" E.F. #6 d(e) BRS @ 8" 2 " CLR. (MIN.) MTCH TOP OF ELEVTION, TYPICL 1'-7" 3/4"x45 CHMFER OR 1" RDIUS, (TYP.) #4 d1(e) BRS @ 12" ** 1 " CLR. BONDED CONST. JOINT 2 " CLR. (MIN.) 6'-6" VRIES 3'-6" TO VRIES 2'-8" TO 4'-2" 7" VRIES FROM 5" TO 0" 2 " CLR. (MIN.) #6 d(e) BRS @ 8" ** VRIES FROM 10 " TO 1'-7" #4 d1(e) BRS @ 12" ** BONDED 1 " CONST. CLR. JOINT 2 " CLR. (MIN.) EQULLY SPCED 4 #4e (E) BRS (VRIES @ 18 E.F. TO 12 E.F.) 3'-6" 1'-6" 2'-8" 7" 1" 5" 2 " CLR. (MIN.) #6 d(e) BRS @ 8"** 10 " 3 " #4 d1(e) BRS @ 12" ** 1 " CLR. (MIN. TYP.) BONDED CONST. JOINT 2 " CLR. MIN. 4 #4e (E) BRS @ 12 E.F. #6 t(e) BRS @ 6" 1'-0" 6'-0" #6 d(e) BR 6'-0" ** ** 1'-6" 1" CLR. #4 w(e) BRS SHLL BE CONTINUOUS WITH MIN LP (TYP.) 5-#4 w(e) BRS @ 15" T & B #6 t(e) BRS 3 " @ 6" 1'-6" 1'-6" 1" CLR. 5-#4 w(e) BRS @ 15" T & B 5'-7" #6 t(e) BRS 3 " @ 6" CLR. 5-#4 w(e) BRS @ 15" T & B 5'-7" ** SECTION - CUT TO FIT IN FIELD 2" VERTICL CLR. 3 " (TYP.) 8" #4 d1(e) BR BENDING DIGRMS WIDTH SECTION C-C 3 MINIMUM FCE OF EXISTING BUTMENT, PIER OR CRSHWLL 1" PJF CONTRCTION JOINT FCE OF EXISTING BUTMENT, PIER OR CRSHWLL FLOW LINE D D C C 2-7-2012 PPROVED 5'-7" B B DIRECTION OF TRFFIC PLN 10'-0" BRRIER TRNSITION = 2 MINIMUM 1" PJF EXPNSION JOINT ELEVTION CONCRETE BRRIER TRNSITION, TYPE F 30 1 10'-0" TPER LENGTH 2 MINIMUM LNE EDGE 3'-6" TYPE F WIDTH SECTION B-B SINGLE FCE REINFORCED CONCRETE BRRIER OR TRFFIC BRRIER TERMINL (SEE IL TOLLWY STD. DWG.'S C3, C9, OR C10) EXPNSION JOINT (SEE IL TOLLWY STD. DWG. C3) PREFORMED JOINT FILLER SECTION D-D NON-STINING GRY ONE COMPONENT NON-SG ELSTOMERIC GUN GRDE POLYURETHNE SELNT MEETING THE REQUIREMENTS OF STM C-920, TYPE S, GRDE NS, CLSS 25, USE T WITH BCKER ROD. NOTES: 1. TPER LENGTH REQUIRED FOR THE WIDTH TRNSITION WILL BE 2 MINIMUM. INCRESE TPER RTE S REQUIRED TO OBTIN THE LENGTH 0F 2. 2. TOP EDGE OF BRRIER BSE GUTTER SHLL MTCH THE TOP OF ELEVTION. 3. 1" DEEP CONTRCTION JOINTS SHLL BE CONSTRUCTED IN BOTH THE REINFORCED CONCRETE BRRIER WLL ND BSE. CONTRCTION JOINTS SHLL LSO BE CONSTRUCTED T BOTH SIDES OF LL DRINGE STRUCTURES. MXIMUM CONTRCTION JOINT SPCING SHLL BE 30'-0". 4. THE FORMING OF CONTRCTION JOINTS SHLL BE DONE WITH N PPROVED FINISHING TOOL OR BY SWING SUBJECT TO THE STISFCTORY CONTROL OF CRCKING. 5. REINFORCEMENT BRS DESIGNTED "(E)'" SHLL BE EPOXY COTED. 6. REINFORCEMENT BRS BENDING DETILS SHLL BE IN CCORDNCE WITH THE "MNUL OF STNDRD PRCTICES FOR DETILING REINFORCED CONCRETE STRUCTURES", CI 315, LTEST EDITION. 7. REINFORCEMENT BRS BENDING DIMENSIONS RE OUT TO OUT. 8. TYPE F BRRIER SHLL BE USED WITH LL NEW CONSTRUCTION, OR RECONSTRUCTION OF EXISTING BRRIERS. 9. E.F. DENOTES ECH FCE 10.MINIMUM EXPNSION JOINT SPCING SHLL BE 2. REVISIONS 11-01-12 GUTTER TRNS. TPER DET. NEW JOINT DET., REV. NOTES 10-01-13 REVISED REINFORCEMENT CONCRETE BRS ND GUTTER WIDTH 3-31-14 REDESIGNED FOR TL-4 BRRIER TRNSITION LODING TYPE F 3-11-2015 MODIFIED PREFORMED JOINT FILLER DETIL STNDRD C4-06 3-31-2016 REVISED SECT. B-B TO D-D

BRRIER 1'-6" 1'-6" 3 " 9 " 9 " 3 " NOTES: 5" 5" 1. 2" DEEP CONTRCTION JOINTS SHLL BE DONE BY SWING ND SHLL BE CONSTRUCTED IN THE CONCRETE BRRIER WLL, CONCRETE BRRIER BSE, ND CONCRETE GUTTER (SPECIL). CONTRCTION JOINTS SHLL LSO BE CONSTRUCTED T BOTH SIDES OF LL DRINGE 3'-6" 2'-8" STRUCTURES. MXIMUM CONTRCTION JOINT SPCING SHLL BE 30'-0". THE MINIMUM DISTNCE BETWEEN CONTRCTION JOINTS IN THE MEDIN BRRIER WLL SHLL BE. WHEN DRINGE STRUCTURE FLLS 7" WITHIN FROM N EXPNSION JOINT (OR) CONTRCTION JOINT, THE NEREST CONTRCTION JOINT 1" NOTE 4 SHLL BE OMITTED. 2. GUTTER PROFILE IN THE VICINITY OF SG VERTICL CURVES, LONG FLT GRDES ND T THE MEETING OF 7'-0" PROPOSED ND EXISTING GUTTER, SHLL BE CREFULLY CONCRETE BRRIER, DOUBLE FCE, 42" CONCRETE BRRIER BSE, 7'-0" 3. CONTROLLED ND FIELD DJUSTED IF NECESSRY TO ENSURE POSITIVE DRINGE ND VOID PONDING. IN RES OF RELTIVELY FLT LONGITUDINL PROFILE GRDES, THE VERTICL DIMENSION T THE BOTTOM OF THE BRRIER CN VRY FROM 2" TO 3 " TO CRETE BRRIER BRRIER N CCEPTBLE LONGITUDINL GRDE IN THE GUTTER. VERTICL VRIES 0" TO 3 " 5" 1'-6" 1'-6" 9 " 9 " 3 " 5" VERTICL VRIES TO 3 " 5" 1'-6" 1'-6" 9 " 9 " 3 " 5" 4. 5. REFERENCE PLN SHEET FOR TYPE, SIZE ND NUMBER OF CONDUITS. PROVIDE 1 " (MIN.) CLERNCE TO THE TOP OF CONDUIT ND 2" (MIN.) CLERNCE TO THE BOTTOM OF THE CONDUIT. WHEN VRIBLE HEIGHT VERTICL DIFFERENTIL EXCEEDS SEE STRUCTURL PLNS FOR DETILS. 6. GUTTER SLOPE SHLL BE 4.17% SLOPED TOWRD THE MEDIN UNLESS OTHERWISE NOTED. GUTTER SLOPE IS WLL HEIGHT VRIES 2'-8" 7" 1" NOTE 4 7'-0" VRIES 0" TO 1" 2'-8" 7" WLL HEIGHT VRIES 2'-8" 7" 1" NOTE 4 #6 TIE BRS 12" LONG @ 30" CTS VRIES * 1" 2'-8" 7" REVERSE PITCHED IN SUPERELEVTED SECTIONS. TRNSITION GUTTER SLOPE OVER 30'-0". GUTTER SLOPE TRNSITIONS RE INCLUDED IN THE COST OF CONCRETE BSE ND/OR CONCRETE GUTTER (SPECIL). SEE RODWY PLNS FOR LIMITS OF REVERSE PITCHED GUTTER ND TRNSITIONS. CONCRETE GUTTER (SPECIL) 7'-0" CONCRETE BRRIER, DOUBLE FCE, VRIBLE HEIGHT CONCRETE BRRIER, DOUBLE FCE, VRIBLE HEIGHT CONCRETE BRRIER BSE, VRIBLE HEIGHT, 7'-0" CONCRETE BRRIER BSE, (BRRIER HEIGHT VERTICL DIFFERENTIL VRIES 0" TO ) (BRRIER HEIGHT VERTICL DIFFERENTIL VRIES TO ) * WHEN 6" OR GRETER DD TOP TIE BR. REVISIONS 2-07-2012 DDED CONDUITS TO BRRIER BSE 11-01-2012 DDED GUTTER TRNSITION CONCRETE BRRIER BSE, ND CONCRETE BRRIER, TPER DETIL ND NEW DOUBLE FCE, 42" ND PPROVED 2-7-2012 JOINT DETIL 3-31-2014 MODIFIED BRRIER BSE 3-11-2015 REVISED NOTES 3-31-2016 REVISED NOTES VRIBLE HEIGHT STNDRD C5-05

DIRECTION OF TRFFIC PY LIMITS OF TRFFIC BRRIER TERMINL, TYPE T1 (SPECIL) TNGENT-1 ECH PY LIMITS OF OTHER TYPE EDGE OF PVEMENT GGREGTE S, TYPE B GGREGTE S SPECIL, TYPE C EDGE OF PVED EDGE OF TERMINL EXTRUDER HED 1'-0" MIN POST SPLICE 4'-0" 50:1 TPER 1 2 3 4 5 6 7 8 POINT 6:1 TPER 20'-0" 10'-0" 50:1 TPER RECOVERY RE (SEE NOTE 5) 6:1 TPER S REQUIRED 90'-0" WIDENING TRNSITION-WITHOUT GUTTER FOR TRFFIC BRRIER TERMINL, TYPE T1 (SPECIL) TNGENT GENERL NOTES: 1. LL SLOPE RTIOS RE EXPRESSED S UNITS OF VERTICL DISPLCEMENT TO UNITS OF HORIZONTL DISPLCEMENT (V:H). TOP OF RIL MIN (WITHIN TERMINL LIMITS) 2. REFERENCE ILLINOIS TOLLWY STNDRD DRWING B28 FOR GUTTER TRNSITION, ND MINIMUM DISTNCE FROM EDGE OF PVED TO FCE OF RIL. EDGE OF PVED 31" SLOPE 1:10 OR FLTTER POINT 3. UNDER NO CIRCUMSTNCES SHLL N EXISTING TERMINL, THT WS DESIGNED USING PREVIOUS STNDRD, BE TTCHED TO OR MODIFIED IN NY WY FROM ITS ORIGINL DESIGN. IF NY MODIFICTION IS REQUIRED ND PROPER BRRIER WRRNT HS BEEN COMPLETED, THE ENTIRE BRRIER INSTLLTION SHLL BE COMPLETELY REMOVED ND REPLCED WITH NEW SYSTEM THT CONFORMS TO THE CURRENT STNDRD. GGREGTE S SLOPE 1:2 MX 1:4 DESIRBLE 4. TRFFIC BRRIER TERMINL SHLL BE IN CCORDNCE WITH THE MNUFCTURER'S DETILS ND SPECIFICTIONS. 5. NO RODSIDE OBSTCLE OF NY TYPE-FIXED OR BREKWY, EITHER TEMPORRY OR PERMNENT SHLL BE LLOWED WITHIN THIS RECOVERY SECTION - RE. (EXTRUDER HED OMITTED FOR CLRITY) 6. ON TNGENT RODWY: TRFFIC BRRIER TERMINL SHLL BE INSTLLED T 50:1 TPER MESURED FROM EDGE OF TRVELED WY. ON CURVED RODWY: THE EDGE OF THE TERMINL EXTRUDER HED SHLL BE OFFSET DISTNCE FROM POINT ON THE BCK OF THE CURVED EDGE OF PVED S SHOWN IN TBLE 1. NO CURVED W-BEM SECTIONS RE PERMITTED WITHIN THE TERMINL PY LIMITS. THE TERMINL SHLL BE LID OUT IN STRIGHT LINE. SHEET 1 OF 2 7. TERMINL POSTS SHLL NOT BE INSTLLED IN CONCRETE OR HM. WHEN NECESSRY USE LEVE-OUT DETIL SHOWN ON ILLINOIS TOLLWY STNDRD DRWING C1. REVISIONS 8. THE TERMINL SYSTEM HS BEEN PERFORMNCE-TESTED FOR CRSHWORTHINESS UNDER PROCEDURES DEFINED IN THE NTIONL COOPERTIVE HIGHWY RESERCH REPORT (NCHRP) REPORT 350. NO 03-01-13 TERMINL CHNGED TO LL STEEL POST SYSTEM, REVISED TERMINL PY LIMITS 03-31-14 REVISED RECOVERY RE DIMENSION WIDENING FOR TRFFIC BRRIER TERMINL, TYPE T1 (SPECIL) TNGENT PPROVED 7-1-2009 MODIFICTION TO THIS STNDRD DRWING SHLL BE PERMITTED. 3-11-2015 REVISED NOTES 3-31-2016 COMBINED G-3 & G-2 STNDRD C6-08

GUTTER, TYPE G-3, MODIFIED OR GUTTER, TYPE G-2 MODIFIED DIRECTION OF TRFFIC EDGE OF PY LIMITS OF TRFFIC BRRIER TERMINL TYPE T1 (SPECIL) TNGENT-1 ECH PY LIMITS OF OTHER TYPE PVEMENT EDGE OF PVED 40'-0" GGREGTE S, TYPE B GGREGTE S SPECIL, TYPE C GUTTER, TYPE S SPECIFIED 2'-2ƒ" MIN. W/GUTTER, TYPE G-3 1'-2ƒ" MIN. W/GUTTER, TYPE G-2 EDGE OF TERMINL EXTRUDER HED SPLICE GUTTER, TYPE S SPECIFIED BCK OF GUTTER 50:1 TPER DRINGE STRUCTURE S REQUIRED POINT 6:1 TPER 20'-0" 10'-0" 1 2 3 4 5 6 7 8 50:1 TPER POST RECOVERY RE (SEE NOTE 5) 6:1 TPER S REQUIRED DRINGE STRUCTURE S REQUIRED 90'-0" WIDENING TRNSITION-WITH GUTTER, TYPE G-3 OR TYPE G-2 FOR TRFFIC BRRIER TERMINL, TYPE T1 (SPECIL) TNGENT SPLICE TERMINL UNIT STNDRD GURDRIL EDGE OF TERMINL EXTRUDER HED EDGE OF PVED TOP OF RIL MIN TBLE SEE (WITHIN TERMINL LIMITS) 1 OUTSIDE RDIUS OF CURVE 31" DIRECTION OF TRFFIC EDGE OF PVED SLOPE 1:10 EDGE OF PVED OR FLTTER POINT TBLE SEE INSIDE RDIUS 1 OF CURVE GUTTER, TYPE G-3, MODIFIED OR EDGE OF TERMINL EXTRUDER HED TERMINL UNIT SPLICE STNDRD GURDRIL GUTTER, TYPE G-2, MODIFIED GGREGTE S SLOPE 1:2 MX 1:4 DESIRBLE CURVED RODWY TRFFIC BRRIER TERMINL PLCEMENT SECTION - (EXTRUDER HED OMITTED FOR CLRITY) TBLE 1 LTERL OFFSET DIMENSION TO EDGE OF TERMINL EXTRUDER HED SHEET 2 OF 2 INSIDE RDIUS OF CURVE OUTSIDE RDIUS OF CURVE NO GUTTER 1'-0" 1'-0" MIN. * PPROVED 7-1-2009 GUTTER, TYPE G-2 1'-2ƒ" 1'-2ƒ" MIN. * GUTTER, TYPE G-3 2'-2ƒ" 2'-2ƒ" MIN. * * ( ) OFFSET DISTNCE WILL VRY BSED ON RDIUS OF HORIZONTL CURVE ND THE TERMINL BEING INSTLLED IN STRIGHT LINE. NOTES: SEE SHEET 1 OF THIS SERIES FOR NOTES. WIDENING FOR TRFFIC BRRIER TERMINL, TYPE T1 (SPECIL) TNGENT STNDRD C6-08

NOTES: TRFFIC BRRIER TERMINL, TYPE T2 (1 ECH) PY LIMITS OF GLVNIZED STEEL PLTE BEM 1. SEE ILLINOIS TOLLWY STNDRD DRWING C1 FOR POINT GURDRIL TYPES THIS POST REQUIRED GGREGTE DETILS OF GURDRIL NOT SHOWN. FOR LL TYPES S 2. THE BERING PLTE K SHLL BE HELD IN POSITION BY TWO 8D NILS DRIVEN INTO THE POST ND BENT OVER THE TOP OF THE PLTE. STRUT 3. THE TRFFIC BRRIER TERMINL, TYPE T2 IS TYPICLLY UTILIZED FOR THE DEPRTING END SECTION OF GLVNIZED STEEL PLTE BEM GURDRIL BRRIER SYSTEM. END SECTION NCHOR PLTE T FCE OF GURDRIL EDGE OF PVED DIRECTION OF TRFFIC 4. UNDER NO CIRCUMSTNCES SHLL N EXISTING TERMINL, THT WS DESIGNED USING PREVIOUS STNDRD, BE TTCHED TO OR MODIFIED IN NYWY FROM ITS ORIGINL DESIGN. IF NY MODIFICTION IS REQUIRED ND PROPER PLN BRRIER WRRNT HS BEEN COMPLETED, THE ENTIRE BRRIER INSTLLTION SHLL BE COMPLETELY REMOVED ND REPLCED WITH NEW SYSTEM THT CONFORMS TO GGREGTE S, TYPE B GGREGTE S SPECIL, TYPE C THE CURRENT STNDRD. LP RIL OVER END SECTION 4'-1" LP THE RIL ELEMENT IN THE DIRECTION OF TRFFIC 5. TRFFIC BRRIER TERMINL SHLL BE IN CCORDNCE WITH THE ILLINOIS TOLLWY'S DETILS ND SPECIFICTIONS. NO MODIFICTIONS SHLL BE PERMITTED. 6. TERMINL POSTS SHLL NOT BE INSTLLED IN CONCRETE BERING PLTE K OR SPHLT PVEMENT. WHEN NECESSRY USE LEVE-OUT DETIL PER ILLINOIS TOLLWY STNDRD DRWING C1. " BOLTS STRUT CBLE " BOLTS SSEMBLY 7. WHERE GUTTER, TYPE G-2 OR GUTTER, TYPE G-3 RE REQUIRED IN FRONT OF THE GURDRIL, THE POSTS SHLL BE LOCTED 6" BEHIND THE GUTTER, OR S OTHERWISE WOOD POST INSERTED IN STEEL TUBE ELEVTION DETILED IN THE PLNS. THE OFFSET FROM THE EDGE OF TO THE FCE OF THE GURDRIL SHLL BE S SHOWN ON ILLINOIS TOLLWY STNDRD DRWING B28. TRFFIC BRRIER TERMINL, TYPE T2-WITHOUT GUTTER 4'-0" 1'-0" 3 "7 " TOP OF RIL PVED 24 " EDGE OF 31" 1:10 MX. 6" MIN. POINT GROUND LINE SHEET 1 OF 3 STEEL TUBE 6'-0" LONG GGREGTE S REVISIONS SECTION - SPECIL, TYPE C 2-07-2012 REVISED DIMENSIONS OF BERING PLTE, POST, CBLE STRUT ND TUBE ND NOTES 11-01-2012MODIFIED GGREGTE SHOUILDERS, TRFFIC BRRIER TERMINL, REVISED WOOD POST DIMENSION 3-31-2014 REVISED NOTES TYPE T2 PPROVED 7-1-2009 3-11-2015 REVISED NOTES 3-31-2016 REVISED SECTION - STNDRD C7-07

TRFFIC BRRIER TERMINL, TYPE T2 (1 ECH) PY LIMITS OF GLVNIZED STEEL PLTE BEM GURDRIL TYPES POINT STRUT THIS POST REQUIRED FOR LL TYPES GGREGTE S END SECTION NCHOR PLTE T FCE OF GURDRIL PLN EDGE OF PVED DIRECTION OF TRFFIC GUTTER GGREGTE S, TYPE B GGREGTE S SPECIL, TYPE C LP RIL OVER END SECTION 4'-1" LP THE RIL ELEMENT IN THE DIRECTION OF TRFFIC BERING PLTE K " BOLTS STRUT CBLE " BOLTS SSEMBLY WOOD POST INSERTED IN STEEL TUBE ELEVTION TRFFIC BRRIER TERMINL, TYPE T2-WITH GUTTER 3 " 7 " SEE NOTE 7 12" TOP OF RIL MIN WITHIN TERMINL PVED 24 " EDGE OF 31" 6" LIMITS 6" MIN 1:10 MX POINT GROUND LINE GUTTER OF TYPE SPECIFIED STEEL TUBE GGREGTE S SHEET 2 OF 3 6'-0" LONG SPECIL, TYPE C SECTION - NOTE: TRFFIC BRRIER TERMINL, TYPE T2 PPROVED 7-1-2009 SEE SHEET 1 OF THIS SERIES FOR NOTES. STNDRD C7-07

TOP OF PLTE YOKE STRUT C 6"x8.2" & SYMMETRICL " STEEL PLTE 5" 8" 5 " R 1" 2'-9 " 1Š" DI. HOLE " STEEL PLTE 2ƒ" 2" 4" " STEEL PLTE 4" 4" 2" 2" NEUTRL XIS RIL ELEMENT POST BOLT WITH WSHER 1" ON FRONT FCE (8 REQUIRED) 1 " DI. HOLE 4" 8" 1 " 4" 3'- 1 " 1 " " 1'-4" 1ƒ " ƒ" DI. HOLE 2 " BERING PLTE K "x2" SLOTTED HOLE CBLE STRUT NOTE: NCHOR PLTE T SHLL BE USED TO TTCH CBLE SSEMBLY TO GURDRIL WHEN REQUIRED ON TRFFIC BRRIER TERMINLS. 7 " 2'-3 " ƒ" DI. HOLE 8 " 10" NCHOR PLTE T DETILS S4S 1'-11 " 2'-4 " 2" DI. STD PIPE CLSS RIL ELEMENT 6 " IN 2 " DI. HOLE " DI. HOLE 1'-3 " 12 " 1X7 3'- 1'- 5 " SYMM BOUT 5 " WOOD POST 7 " END SECTION 1" DOUBLE NUTS OR 1 " 1 " ƒ" DI. (6x19) GLVNIZED CBLE 1" LOCKNUTS ND " WSHER STNDRD SWGE FITTING ND STUD R Š" ƒ" DI. HOLE 1" DI. HOLE 1'-5" CBLE SSEMBLY (STUD THREDED ENTIRE LENGTH) 8 " TS 8"x6"x " 6'-0" (40,000 LBS.) MIN. BREKING STRENGTH) TIGHTEN TO TUT TENSION 5 " YOKE " THICK STEEL SHEET 3 OF 3 6" 8" FRONT SIDE STEEL TUBE NOTE: SEE SHEET 1 OF THIS SERIES FOR NOTES. TRFFIC BRRIER TERMINL, TYPE T2 PPROVED 7-1-2009 STNDRD C7-07

RESERVED REVISIONS RESERVED PPROVED STNDRD C8-00

*GUTTER LINES OMITTED FOR CLRITY 45'-7ƒ" PY LIMITS OF TRFFIC BRRIER TERMINL, TYPE T6 (1 ECH) PY LIMITS OF POSTS 1-11 HVE ZERO OFFSET FROM BCK OF GUTTER GGREGTE S SPECIL, TYPE C OTHER TYPE STEEL BERING PLTE CONCRETE POINT GUTTER TRNSITION (SEE NOTE 5) 4" 4" 4" 4" 5" 6" THIS POST REQUIRED FOR LL TYPES PRPET GUTTER, FORMED OR DRILLED 1" HOLE PRPET WOOD TWO SECTIONS OF THRIE BEM FCE OF RIL TPERS 37:1 SINGLE SECTION OF THRIE BEM SINGLE SECTION OF W-BEM TYPE G-3 (* ) BLOCK-OUT (SEE DETIL, SHEET 5) ONE SET INSIDE THE OTHER ƒ" BOLTS (HED OF BOLTS TO BE ON TRFFIC SIDE) DIRECTION OF TRFFIC PLN SEE ILLINOIS TOLLWY STNDRD DRWING C1 TRNSITION SECTION (SEE SHEET 5 IN THIS SERIES) THRIE BEM END SHOE 7 " 9'-4 " 6 SPCES T 1'-6ƒ" 34'-4 " 11 SPCES T PY LIMITS OF OTHER TYPE 16 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 43'-1ƒ" TOP OF RIL ELEVTION 7'-6" W6x9 OR W6x8.5 STEEL POSTS 6'-0" W6x9 OR W6x8.5 STEEL POSTS NOTES: EDGE OF 31" 24 " 6" MIN MIN WITHIN TERMINL LIMITS 1:10 MX POINT 1. 2. 3. SEE ILLINOIS TOLLWY STNDRD DRWING C1 FOR DETILS OF GURDRIL NOT SHOWN. THRIE BEM RIL SHLL BE BOLTED TO BLOCK-OUT T LL POSTS. LL SLOPE RTIOS RE EXPRESSED S UNITS OF VERTICL DISPLCEMENT TO UNITS OF HORIZONTL DISPLCEMENT (V:H). 7. TRFFIC BRRIER TERMINL, TYPE T6 SHLL BE IN CCORDNCE WITH THE ILLINOIS TOLLWY'S DETILS ND SPECIFICTIONS. NO MODIFICTIONS SHLL BE PERMITTED. 8. TERMINL POSTS SHLL NOT BE INSTLLED IN CONCRETE OR SPHLT PVEMENTS. WHEN NECESSRY USE LEVE-OUT DETIL PER ILLINOIS TOLLWY STNDRD DRWING C1. 9. TERMINL POSTS TO BE INSTLLED PERPENDICULR TO BCK OF GUTTER. 4. THE TRFFIC BRRIER TERMINL, TYPE T6 IS TYPICLLY UTILIZED TO TTCH GLVNIZED STEEL PLTE BEM 10.THE TERMINL SYSTEM HS BEEN PERFORMNCE-TESTED FOR GROUND LINE GURDRIL T THE UPSTREM END OF THE BRIDGES CONCRETE CRSHWORTHINESS UNDER PROCEDURES DEFINED IN THE NTIONL PRPET, WHERE RODSIDE GUTTER IS TO BE INSTLLED. COOPERTIVE HIGHWY RESERCH PROGRM (NCHRP) REPORT 350. NO MODIFICTION TO THIS STNDRD DRWING SHLL BE PERMITTED. 5. SEE ILLINOIS TOLLWY STNDRD DRWING B3 FOR GUTTER GUTTER OF TYPE TRNSITION T TRFFIC BRRIER TERMINL, TYPE T6. 11. TERMINL BRRIER CLERNCE DISTNCE SHLL CONFORM WITH TBLE 2 ON PVED SPECIFIED GGREGTE S SPECIL, TYPE C 6. UNDER NO CIRCUMSTNCES SHLL N EXISTING TERMINL, THT WS DESIGNED USING PREVIOUS STNDRD, BE ILLINOIS TOLLWY STNDRD DRWING C1. 12.LEVE-OUT DIMENSION BEHIND POSTS 1-6, SHLL BE MINIMUM OF 4". WITH GUTTER,TYPE G-3 TTCHED TO OR MODIFIED IN NYWY FROM ITS ORIGINL DESIGN. IF NY MODIFICTION IS REQUIRED ND PROPER WRRNT HS BEEN COMPLETED, THE ENTIRE BRRIER INSTLLTION SHLL BE COMPLETELY REMOVED ND REPLCED SHEET 1 OF 5 SECTION - WITH NEW SYSTEM THT COMFORMS TO THE CURRENT STNDRD. 2-07-2012 REVISIONS REVISED BOLT NOTES, NCHORGE PPROVED 7-1-2009 FOR PRPET (SFETY FCE) WITH GUTTER, TYPE G-3 11-01-2012 MODIFIED GGREGTE S, 3-31-2014 3-11-2015 DHESIVE ND REVISED NOTES. REVISED NOTES. REVISED NOTES. REVISED NOTES ND DDED DETIL. 3-31-2016 REVISED SECTION TRFFIC BRRIER TERMINL, TYPE T6 STNDRD C9-07

*GUTTER LINES OMITTED FOR CLRITY 45'-7ƒ" PY LIMITS OF TRFFIC BRRIER TERMINL, TYPE T6 (1 ECH) PY LIMITS OF GGREGTE S POINT OTHER TYPE STEEL BERING PLTE POSTS 1-6 HVE VRYING OFFSETS FROM BCK GUTTER SPECIL, TYPE C POSTS 7-11 HVE 2" OFFSET FROM BCK OF GUTTER POSTS 12-17 HVE 6" OFFSET FROM BCK OF GUTTER CONCRETE BRRIER, BCK OF GUTTER SINGLE-FCE FORMED OR DRILLED 1" HOLE PRPET WOOD BLOCK-OUT TPER 20:1 GUTTER FLOW LINE GUTTER, TYPE G-3 *( ) (SEE DETIL, SHEET 5) TWO SECTIONS OF THRIE BEM SINGLE SECTION OF THRIE BEM SINGLE SECTION OF W-BEM ƒ" BOLTS ONE SET INSIDE THE OTHER DIRECTION OF TRFFIC SEE ILLINOIS TOLLWY STNDRD DRWING C1 (HED OF BOLTS TO BE ON TRFFIC SIDE) PLN TRNSITION SECTION (SEE SHEET 5 IN THIS SERIES) THRIE BEM END SHOE 7 " 9'-4 " 6 SPCES T 1'-6ƒ" 34'-4 " 11 SPCES T PY LIMITS OF OTHER TYPE 15 16 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 43'-1ƒ" ELEVTION 7'-6" W6x9 OR W6x8.5 STEEL POSTS 6'-0" W6x9 OR W6x8.5 STEEL POSTS FOR CONCRETE BRRIER, SINGLE-FCE W/ GUTTER, TYPE G-3 SHEET 4 OF 5 NOTE: SEE SHEET 1 OF THIS SERIES FOR GUTTER TRFFIC BRRIER TERMINL, TYPE T6 PPROVED 2-7-2012 TRNSITION NOTES ND SECTION -. STNDRD C9-07

PY LIMITS OF TRFFIC BRRIER TERMINL, TYPE T6B (1 ECH) PY LIMITS OF *ƒ" NCHOR BOLTS (2 T ECH BLOCKOUT) POINT GGREGTE S SPECIL, TYPE C OTHER TYPE THIS POST REQUIRED 5-ƒ" NCHOR BOLTS* FCE OF RIL TPER 30:1 OR FLTTER FOR LL TYPES D C B 8" C-C DIRECTION OF TRFFIC * SEE DETILS OF WOOD BLOCKOUTS, B, C, & D. (SEE SHEET 2 OF 2) WITH STNDRD WSHERS. FTER TIGHTENING, CUT THE NCHOR BOLTS SINGLE SECTION OF THRIE BEM SINGLE SECTION OF W-BEM SEE ILLINOIS TOLLWY STNDRD DRWING C1 EDGE OF PVED FLUSH WITH THE NUTS ND DMGE THE NUTS TO PREVENT THEM FROM LOOSENING. BOLTS SHLL BE NCHORED INTO DRILLED HOLES USING PLN TRNSITION SECTION (SEE SHEET 2 IN THIS SERIES) CHEMICL DHESIVE RESIN SYSTEM. MINIMUM EMBEDMENT 10". THRIE BEM END SHOE SINGLE SECTION OF THRIE BEM 12'-6" TWO SECTIONS OF THRIE BEM ONE SET INSIDE THE OTHER 9'-4 " 34'-4 " PY LIMITS OF CONCRETE STRUCTURE 7 " 6 SPCES T 1'-6ƒ" 11 SPCES T OTHER TYPE 1'- 16 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ELEVTION 7'-6" 6'-0" NOTES: POSTS POSTS WOOD BLOCK-OUT 1. SEE ILLINOIS TOLLWY STNDRD DRWING C1 FOR DETILS OF GURDRIL NOT SHOWN. 7'-3 " TOP OF RIL 2. THRIE BEM RIL SHLL BE BOLTED TO BLOCK-OUT T LL POSTS. 6 " 6 " MIN. PVED 31" 1'- 6" MIN. WITHIN TERMINL LIMITS 1:10 MX. POINT 7'-6" 3. 4. 5. LL SLOPE RTIOS RE EXPRESSED S UNITS OF VERTICL DISPLCEMENT TO UNITS OF HORIZONTL DISPLCEMENT (V:H). THE TRFFIC BRRIER TERMINL, TYPE T6B IS TYPICLLY UTILIZED TO TTCH GLVNIZED STEEL PLTE BEM GURDRIL T THE UPSTREM END OF THE BRIDGE CONCRETE PRPET, WHERE RODSIDE GUTTER IS NOT TO BE INSTLLED. UNDER NO CIRCUMSTNCES SHLL EXISTING TERMINL, THT WS DESIGNED USING PREVIOUS STNDRD, BE TTCHED TO OR 1'-8" 4 " 6 " 1'- " MODIFIED IN NYWY FROM ITS ORIGINL DESIGN. IF NY 1'- " 5'-2 " MODIFICTION IS REQUIRED ND PROPER BRRIER WRRNT HS GGREGTE S SPECIL, TYPE C W6x9 STEEL POST BEEN COMPLETED, THE ENTIRE BRRIER INSTLLTION SHLL BE COMPLETELY REMOVED ND REPLCED WITH NEW SYSTEM THT TRNSITION SECTION CONFORMS TO THE CURRENT STNDRD. (10 GUGE RIL ELEMENT) 6. TRFFIC BRRIER TERMINL SHLL BE IN CCORDNCE WITH THE ILLINOIS TOLLWY'S DETILS ND SPECIFICTIONS. NO MODIFICTIONS SHLL BE PERMITTED. SHEET 1 OF 2 7. TERMINL POSTS SHLL NOT BE INSTLLED IN CONCRETE OR SPHLT SECTION - PVEMENTS. WHEN NECESSRY USE LEVE-OUT DETIL PER ILLINOIS TOLLWY STNDRD DRWING C1, SHEET 4 OF 4. REVISIONS 2-07-2012 REVISED WOOD BLOCK-OUT DIMENSION 8. TERMINL BRRIER CLERNCE DISTNCE SHLL CONFORM WITH TBLE 2 ON ILLINOIS TOLLWY STNDRD DRWING C1. DHESIVE ND REVISED NOTES 11-01-2012 MODIFIED GGREGTE S, REVISED NOTES 3-31-2014 REVISED WOOD BLOCKS ND NOTES TRFFIC BRRIER TERMINL, TYPE T6B PPROVED 7-1-2009 9. LEVE-OUT DIMENSION BEHIND POSTS 1-6, SHLL BE MINIMUM OF 4". 3-11-2015 REVISED NOTES 3-31-2016 REVISED SECTION - STNDRD C10-07

TRFFIC BRRIER TERMINL, 1 " 6" 1 " 31" SPCING PER GURDRIL TYPE PY LIMITS OF OTHER TYPE SPLICE ` SPLICE ` (OUTSIDE) ELEVTION P.T. 1'-6" MIN. PLN CURVED WING TRFFIC BRRIER TERMINL, TYPE T10 (ONE ECH) 2'-0 " STNDRD END SHOE DRILLED 1" HOLE STEEL BERING PLTE * ƒ" BOLTS DIRECTION OF TRFFIC 31" SPCING PER GURDRIL TYPE TOP OF RIL CUT WO0D BLOCK TO FIT. TTCH TO RIL ONLY. 20 (MIN.) TRETED WOOD BLOCK 6"x4"x1'-1" SLOPE BCK TO FIT WING. PY LIMITS OF OTHER TYPE ELEVTION DIRECTION OF TRFFIC PLN STEEL BERING PLTE 6" POST BOLT ND COUNTERSINK THE HED. SPLICE ` (OUTSIDE) TYPE T10 (ONE ECH) 2'-0 " STNDRD SPLICE ` END SHOE DRILLED 1" HOLES ƒ" BOLTS * NOTES: 1. 2. 3. 4. " STEEL 1" DI. HOLES (TYP.) PRPET STEEL BERING PLTE DETIL (4 ECH INDIVIDUL 5"x5"x " STEEL PLTES WITH CENTERED HOLES MY BE SUBSTITUTED FOR THE PLTE SHOWN) SEE ILLINOIS TOLLWY STNDRD DRWING C1 FOR DETILS OF GURDRIL NOT SHOWN. THE 24 " TYPICL RIL HEIGHT IS MESURED FROM EXISTING SURFCE 1'-0" IN FRONT OF RIL, OR FROM EDGE OF /EDGE OF GUTTER WHEN EDGE IS MORE THN 1'-0" IN FRONT OF RIL TO CENTER OF RIL. THE TRFFIC BRRIER TERMINL, TYPE T10 IS TYPICLLY UTILIZED TO CONNECT GLVNIZED STEEL PLTE BEM GURDRIL TO THE DEPRTING END OF N EXISTING BRIDGE CONCRETE WING WLL OR PRPET. UNDER NO CIRCUMSTNCES SHLL N EXISTING TERMINL, THT WS DESIGNED USING PREVIOUS STNDRD, BE TTCHED TO OR MODIFIED IN NYWY FROM ITS ORIGINL DESIGN. IF NY MODIFICTION IS REQUIRED ND PROPER BRRIER WRRNT HS BEEN COMPLETED, THE ENTIRE BRRIER INSTLLTION SHLL BE COMPLETELY REMOVED ND REPLCED WITH NEW SYSTEM THT CONFORMS TO THE CURRENT STNDRD. 1 " 7" 1 " SPCING PER GURDRIL TYPE SPLICE ` (OUTSIDE) 1'-6" MIN. DRILLED 1" HOLE STEEL BERING PLTE ƒ" BOLTS * DIRECTION OF TRFFIC FLRED WING ž" x SLOTS FOR SPLICE BOLTS WITH STD. GVL. WSHER PLCED UNDER LOCKNUT NCHOR CONE 4" 4 " 4 " 6" 2" 5. 6. 7. TRFFIC BRRIER TERMINL SHLL BE IN CCORDNCE WITH THE ILLINOIS TOLLWY'S DETILS ND SPECIFICTIONS. NO MODIFICTIONS SHLL BE PERMITTED. WHEN END SHOE IS TTCHED TO BRIDGE PRPET WHICH HS N EXPNSION JOINT, THE BOLTS SHLL BE PROVIDED WITH LOCKNUT OR DOUBLE NUT ND SHLL BE TIGHTENED ONLY TO POINT THT WILL LLOW GURDRIL MOVEMENT. THE NCHOR CONE SHLL BE SET FLUSH WITH THE SURFCE OF THE CONCRETE. TNGENT WING GENERL NOTE: * SEE DETIL "" PLN HED OF BOLT TO BE ON TRFFIC SIDE. 1'-0 " ƒ"x3 " SLOTTED HOLE 1" DI. HOLES 3'-0" 3 "3 " 8. 9. EXTERNLLY THREDED STUDS PROTRUDING FROM THE SURFCE OF THE CONCRETE SHLL NOT BE PERMITTED. WHEN WING WLL THICKNESS IS GRETER THN 18" OR NOT CCESSIBLE TO THE BCK SIDE, 4-ƒ" BOLTS SHLL BE NCHORED INTO DRILLED HOLES, USING CHEMICL DHESIVE. MINIMUM EMBEDMENT SHLL BE 10". NCHOR BOLTS WITH STNDRD WSHER SHLL BE USED. FTER TIGHTENING, CUT THE NCHOR BOLTS FLUSH WITH THE NUTS, ND DMGE THE NUTS TO PREVENT THEM FROM LOOSENING. 3 " REVISIONS 3-01-2010 REVISED NOTES, DDED END SHOE ND DETIL "" END SHOE PRPET BERING PLTE DETIL. 1-01-2011 REVISED END SHOE HEIGHT TTCHMENT 2-07-2012 REVISED BOLT NOTE, DDED DETIL "" ND REVISED NOTES. TRFFIC BRRIER TERMINL, TYPE T10 PPROVED 7-1-2009 3-31-2014 REVISED NOTES. 3-11-2015 REVISED NOTES. 3-31-2016 REVISED FLRED WING NGLE. STNDRD C11-06

DIRECTION OF TRFFIC PY LIMITS OF TRFFIC BRRIER TERMINL, TYPE TI- (SPECIL)-1 ECH PY LIMITS OF OTHER TYPE EDGE OF PVEMENT GGREGRTE S, TYPE B GGREGTE S SPECIL, TYPE C EDGE OF PVED EDGE OF TERMINL EXTRUDER HED 1'-0" MIN SPLICE 4'-0" 25:1 TPER 1 2 3 4 POINT 6:1 TPER 20'-0" 10'-0" POST 25:1 TPER 6:1 TPER S REQUIRED RECOVERY RE NOTE 6 6 WIDENING TRNSITION-WITHOUT GUTTER FOR TRFFIC BRRIER TERMINL, TYPE T1- (SPECIL) TOP OF RIL GENERL NOTES: 1. LL SLOPE RTIOS RE EXPRESSED S UNITS OF VERTICL DISPLCEMENT TO UNITS OF HORIZONTL DISPLCEMENT (V:H). MIN (WITHIN TERMINL LIMITS) 2. THE TRFFIC BRRIER TERMINL, TYPE T1- (SPECIL) IS THE UPSTREM END SECTION OF GLVNIZED STEEL PLTE BEM GURDRIL BRRIER SYSTEM, FOR RMP INSTLLTION WITH DESIGN SPEED LIMIT OF 40 MPH OR LESS, NCHRP 350, EDGE OF PVED 31" 24 " SLOPE 1:10 OR FLTTER POINT 3. TEST LEVEL (TL-2). REFERENCE ILLINOIS TOLLWY STNDRD DRWING B29 FOR GUTTER TRNSITION T TRFFIC BRRIER TERMINL, TYPE T1- (SPECIL), ND MINIMUM DISTNCE FROM EDGE OF PVED TO FCE OF RIL. 4. UNDER NO CIRCUMSTNCES SHLL N EXISTING TERMINL, THT WS DESIGNED USING PREVIOUS STNDRD, BE TTCHED TO OR MODIFIED IN NYWY FROM ITS ORIGINL DESIGN. IF NY MODIFICTION IS REQUIRED ND PROPER BRRIER WRRNT HS BEEN COMPLETED, THE ENTIRE BRRIER INSTLLTION SHLL BE COMPLETELY REMOVED ND REPLCED WITH GROUND LINE NEW SYSTEM THT CONFORMS TO THE CURRENT STNDRD. GGREGTE S 5. TRFFIC BRRIER TERMINL SHLL BE IN CCORDNCE WITH THE MNUFCTURER'S DETILS ND SPECIFICTIONS. 6. NO RODSIDE OBSTRUCTION OF NY TYPE-FIXED OR BREKWY, EITHER TEMPORRY OR PERMNENT SHLL BE LLOWED WITHIN THIS RECOVERY RE. SECTION - (EXTRUDER HED OMITTED FOR CLRITY) 7. ON TNGENT RODWY: TRFFIC BRRIER TERMINL SHLL BE INSTLLED T 25:1 TPER MESURED FROM EDGE OF TRVELED WY. ON CURVED RODWY: THE EDGE OF THE TERMINL EXTRUDER HED SHLL BE OFFSET DISTNCE FROM POINT ON THE BCK OF THE CURVED EDGE OF PVED S SHOWN IN TBLE 1. NO CURVED W-BEM SECTIONS RE PERMITTED WITHIN THE TERMINL PY LIMITS. THE TRFFIC BRRIER TERMINL, TYPE T1- (SPECIL) SHLL BE LID OUT IN STRIGHT LINE. 8. TERMINL POSTS SHLL NOT BE INSTLLED IN CONCRETE OR HM. WHEN NECESSRY USE LEVE-OUT DETIL SHOWN ON ILLINOIS TOLLWY STNDRD DRWING C1. 9. THE TERMINL SYSTEM HS BEEN PERFORMNCE-TESTED FOR CRSHWORTHINESS UNDER PROCEDURCES DEFINED IN THE NTIONL COOPERTIVE HIGHWY RESERCH REPORT (NCHRP) REPORT 350. NO MODIFICTION TO THIS STNDRD DRWING SHLL BE PERMITTED. SHEET 1 OF 2 REVISIONS PPROVED 1-1-2011 2-07-2012 REVISED SLOPE NOTE. 11-01-2012 MODIFIED GGREGTE SHOULDE 3-01-2013 TERMINL CHNGED TO LL STEEL POST, REVISED TERMINL PY LIMITS 3-31-2014 REVISED RECOVERY RE DIMENSION. 3-11-2015 REVISED NOTES 3-31-2016 DDED INSTLLTION NOTES IN NOTE 7 WIDENING FOR TRFFIC BRRIER TERMINL, TYPE T1- (SPECIL) ND REVISED SECTION - STNDRD C12-06

GUTTER, TYPE G2, MODIFIED PY LIMITS OF TRFFIC BRRIER TERMINL, TYPE T1- (SPECIL)-1 E PY LIMITS OF OTHER TYYPE DIRECTION OF TRFFIC 40'-0" GGREGTE S, TYPE B GGREGTE S SPECIL, TYPE C GUTTER, TYPE G2 EDGE OF PVEMENT 1'-2ƒ" MIN. W/G-2 GUTTER EDGE OF TERMINL EXTRUDER HED B SPLICE GUTTER, TYPE G-2 25:1 TPER DRINGE STRUCTURE S REQUIRED EDGE OF PVED POINT BCK OF GUTTER 6:1 TPER 20'-0" 10'-0" B 1 2 3 4 POST 25:1 TPER 6:1 TPER S REQUIRED RECOVERY RE NOTE 6 DRINGE STRUCTURE S REQUIRED 6 WIDENING TRNSITION-WITH GUTTER, TYPE G-2 FOR TRFFIC BRRIER TERMINL, TYPE T1- (SPECIL) SPLICE EDGE OF TERMINL TERMINL UNIT STNDRD GURDRIL TOP OF RIL EXTRUDER HED MIN (WITHIN TERMINL LIMITS) OUTSIDE RDIUS OF CURVE SEE TBLE 1 DIRECTION OF TRFFIC EDGE OF PVED EDGE OF PVED 31" 24 " SLOPE 1:10 OR FLTTER INSIDE RDIUS OF CURVE SEE TBLE 1 EDGE OF PVED GUTTER, TYPE G-2, MODIFIED POINT GROUND LINE EDGE OF TERMINL EXTRUDER HED TERMINL UNIT SPLICE STNDRD GURDRIL CURVED RODWY TRFFIC BRRIER TERMINL PLCEMENT (SEE NOTE 7) SECTION B-B (EXTRUDER HED OMITTED FOR CLRITY) GGREGTE S NOTES: TBLE 1 LTERL OFFSET DIMENSION TO EDGE OF TERMINL EXTRUDER HED SEE SHEET 1 OF THIS SERIES FOR NOTES. SHEET 2 OF 2 INSIDE RDIUS OF CURVE NO GUTTER 1'-0" GUTTER, TYPE G-2 1'-2ƒ" * ( ) OFFSET DISTNCE WILL VRY BSED ON RDIUS OF HORIZONTL CURVE ND THE TERMINL BEING INSTLLED IN STRIGHT LINE. OUTSIDE RDIUS OF CURVE 1'-0" MIN. * 1'-2ƒ" MIN.* WIDENING FOR TRFFIC BRRIER TERMINL, TYPE T1- (SPECIL) PPROVED 1-1-2011 STNDRD C12-06

3'-0" BRRIER WLL WIDTH L 21'- TPER 30:1 MX B V SEE NOTE 2 C CONCRETE GUTTER (SPECIL) (PER PLN DETIL) D G 3'-0" BRRIER WLL WIDTH 21'- TPER 30:1 MX E L 1 F V G CONCRETE GUTTER (SPECIL) (PER PLN DETIL) D G 7'-0" W 7'-0" BRRIER BSE W 7'-0" TPER #5(E) 30:1 MX TIE BR (TYP.) BRRIER WLL ND BSE EDGE OF PVEMENT PIER G 7'-0" BRRIER BSE TPER SEE NOTE 2 30:1 MX BRRIER WLL ND BSE PIER #5(E) TIE BR (TYP.) EDGE OF PVEMENT G PLN 1 PLN 2 3'-6" BRRIER WLL 1" P.J.F. (SEE NOTE 3) L 21'- V 2" 1" P.J.F. (SEE NOTE 3) 3'-6" BRRIER WLL 1" P.J.F. (SEE NOTE 3) 21'- L 1 V 2" 1" P.J.F. (SEE NOTE 3) FLOW LINE (SEE NOTE 2) FLOW LINE (SEE NOTE 2) BRRIER BSE TPER 1:10 MX B C D BRRIER BSE E F ELEVTION 1 ELEVTION 2 TPER 1:10 MX G D CONCRETE MEDIN BRRIER TRNSITION, TYPE V-F T BRIDGE PIERS (FOR W 4'-0") CONCRETE MEDIN BRRIER TRNSITION, TYPE V-F T BRIDGE PIERS (FOR W 4'-0") NOTES: 1. 2" DEEP CONTRCTION JOINTS SHLL BE DONE BY SWING ND SHLL BE CONSTRUCTED IN THE CONCRETE BRRIER WLL, CONCRETE BRRIER BSE, ND CONCRETE GUTTER (SPECIL). CONTRCTION JOINTS SHLL TBLE OF VRIBLES LSO BE CONSTRUCTED T BOTH SIDES OF LL DRINGE STRUCTURES. PLN 2 PLN 1 W 3'-0" 3'-6" 4'-0" 4'-6" 5'-6" 6'-0" L 31'- 31'- 3 4 51'- 58'- 6 V 10'-0" 10'-0" 1 10'-0" 1 22'-6" 30'-0" G 1'- 1'-6" 1'- 1'-0" 6" 2. MXIMUM CONTRCTION JOINT SPCING SHLL BE 30'-0". THE MINIMUM DISTNCE BETWEEN CONTRCTION JOINTS IN THE MEDIN BRRIER WLL SHLL BE. WHEN DRINGE STRUCTURE FLLS WITHIN FROM N EXPNSION JOINT (OR) CONTRCTION JOINT, THE NEREST CONTRCTION JOINT SHLL BE OMITTED. GUTTER PROFILE IN THE VICINITY OF SG VERTICL CURVES, LONG FLT GRDES ND T THE MEETING OF PROPOSED ND EXISTING GUTTER, SHLL BE CREFULLY CONTROLLED ND FIELD DJUSTED IF NECESSRY TO ENSURE POSITIVE DRINGE ND VOID PONDING. REVISIONS SHEET 1 OF 2 PPROVED 2-7-2012 3. NON-STINING GRY ONE COMPONENT NON-SG ELSTOMERIC GUN GRDE POLYURETHNE SELNT MEETING THE REQUIREMENTS OF STM C-920, TYPE S, GRDE NS, CLSS 25, USE T WITH BCKER ROD. 11-01-2012 MODIFIED MEDIN BRRIER TRNSITION. 3-31-2014 MODIFIED BRRIER BSE. 3-11-2015 MODIFIED MEDIN BRRIER TRNSITION. 3-31-2016 MODIFIED NOTES CONCRETE MEDIN BRRIER TRNSITION, TYPE V-F T BRIDGE PIERS STNDRD C13-04

PPROVED BRRIER WLL & BSE PIER BRRIER WLL & BSE PIER BRRIER WLL & BSE 1'-6" 1'-6" VRIES VRIES 1'-7" VRIES PIER 3 " 9 "9 " 3 " 3 " TO 0" 3'-0" 3 " TO 0" 5" 5" VRIES 5" TO 0" VRIES 5" TO 0" 3'-6" WLL 7" 2'-8" 1" PREFORMED JOINT FILLER (TYP.) SEE NOTE 3 FLOW LINE PROPOSED GUTTER PROFILE 10" VRIES 3'-6" TO VRIES 2'-8" 4% 4% 4% 4% SECTION - SECTION B-B SECTION C-C VRIES 3 " TO 0" VRIES 5" TO 0" 3'-6" WLL VRIES 2'-8" TO 3'- 1" VRIES 7" TO 0" 4% 4% 4% BRRIER WLL & BSE PIER BONDED CONST. JT. FLOW LINE (SEE NOTE 2) PROPOSED GUTTER PROFILE 4% TO 4'- 1" VRIES 3'-6" TO 10" VRIES 10" 7" TO 0" BONDED CONST. JT. FLOW LINE PROPOSED GUTTER PROFILE 10" FLOW LINE (SEE NOTE 2) CRSH WLL BONDED CONST. JT. PROPOSED GUTTER PROFILE 10" BSE 3'-0" BSE 3'-0" 3'-0" 7'-0" 7'-0" VRIES VRIES 3'-0" VRIES 24" TO G TO W 7'-0" 24" TO G BRRIER WLL & BSE PIER W = PIER CRSH 2" SLOPE CRSH WLL HEIGHT WLL WIDTH CONC. GUTTER (SPECIL) (PER PLN DETIL) FLOW LINE (SEE NOTE 2) (TYP.) SLOPE BRRIER WLL & BSE PIER VRIES 1'-7" VRIES 3'-0" 3 " TO 0" VRIES 5" TO 0" BONDED CONST. JT. FLOW LINE PROPOSED GUTTER PROFILE 4% CRSH WLL BRRIER WLL & BSE PIER 4% 10" BSE 3'-0" 3'-0" 3'-0" G 7'-0" G 7'-0" SECTION E-E VRIES 24" TO 18" VRIES 3'-0" TO 4'-0" 7'-0" VRIES 24" TO 18" VRIES 18" TO G VRIES 4'-0" TO W 7'-0" VRIES 18" TO G SECTION D-D SECTION F-F SECTION G-G SHEET 2 OF 2 CONCRETE MEDIN BRRIER 2-7-2012 NOTES: SEE SHEET 1 OF THIS SERIES FOR NOTES. TRNSITION, TYPE V-F T BRIDGE PIERS STNDRD C13-04

EXISTING/ PROPOSED SLOPES EXISTING/ PROPOSED SLOPES 1:10 (MX.) 1:10 (MX.) EDGE OF PVEMENT DIRECTION OF TRFFIC D PVED GGREGTE 4'-0" DITCH BOTTOM 30'-0" MIN. 3'-0" PY LIMITS TPER LENGTH (L) MIN. SEE TBLE 10'-0" B COLUMN C PIER Wc TBLE L (MIN.) 1:10 (MX.) 4'-8" Wc Wc<35" 35"<Wc<4 20'-0" 30'-0" ENERGY TTENUTOR 1 30 B C 4<Wc<51" 51"<Wc<5 40'-0" 50'-0" CONCRETE PD 5<Wc<67" 60'-0" 1:10 (MX.) 1:10 (MX.) 67"<Wc<72" 70'-0" Wc=PIER CRSH WLL WIDTH GGREGTE PVED EDGE OF PVEMENT DRINGE STRUCTURE S REQUIRED PLN DIRECTION OF TRFFIC D TTENUTOR/CONCRETE PD CONCRETE BRRIER COLUMN TRNSITION, TYPE V 10'-0" 2" TOP OF SLOPE DITCH BOTTOM 0% 1" P.J.F. CRSH WLL 1:10 (MX) ELEVTION NOTES: BRRIER WLL & BSE PIER BRRIER WLL & BSE PIER BRRIER WLL & BSE PIER ILLINOIS TOLLWY 1. SLOPE RTIOS RE EXPRESSED S UNITS OF VERTICL DISPLCEMENT TO UNITS OF VRIES Wc HORIZONTL DISPLCEMENT (V:H). VRIES 3'-6" TO 0" TO 2" 2" CRSH WLL HT. 1:10 1:10 EDGE OF GGREGTE EDGE OF PVEMENT 25' OR 27' 25' OR 27' LIMIT OF REGRDING BRIDGE PIER 1:10 (MX.) 1:10 (MX.) EDGE OF GGREGTE EDGE OF PVEMENT 2. 3. ENERGY TTENTUTOR ND PD SHLL BE IN CCORDNCE WITH THE MNUFCTURER'S DETILS ND SPECIFICTIONS. 2" DEEP CONTRCTION JOINTS SHLL BE DONE BY SWING ND SHLL BE CONSTRUCTED IN THE CONCRETE BRRIER WLL, ND CONCRETE BRRIER BSE. MXIMUM CONTRCTION JOINT SPCING SHLL BE 30'-0". THE MINIMUM DISTNCE BETWEEN CONTRCTION JOINTS IN THE BSE BSE 10" Wc 10" MEDIN BRRIER WLL SHLL BE. 10" VRIES 10" 3'-0" - Wc SECTION - SECTION B-B SECTION C-C SECTION D-D REVISIONS 3-11-2015 REVISED NOTES CONCRETE MEDIN BRRIER PPROVED 3-31-2014 3-31-2016 DDED SEC. B-B TOP, DITCH ELEV. VIEW ND REVISED NOTE 3 TRNSITION, TYPE V T BRIDGE PIERS STNDRD C14-02