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Illinois Tollway Standard Drawing Revisions Section D Roadway

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Illinois Tollway Standard Drawing Revisions Section D Roadway Illinois Tollway Standard Drawing Revisions Section D Roadway Appurtenances Standard Modification Summary Effective: 03-31-2018 3/1/2019 D3 PERMANENT SURVEY MONUMENTS AND RIGHT-OF-WAY MARKERS Sheet 1 Changed to constant-slope median barrier for centerline monument D4 ROADWAY DELINEATORS AND REFLECTORS Sheet 1 & 2 No changes Sheet 3 Modified Section A-A and Barrier or Parapet Reflector Installation section to show constant-slope barrier. D6 PAVEMENT MARKING AND SHOULDER RUMBLE STRIP DETAILS Sheet 1 Added Single Exit Lane with Aux Lane - Taper Type Detail Sheet 2 Changed dimension of ramp width to match RDC on Single Lane Entrance - Parallel Type Sheet 3 No changes D7 LANDSCAPE PLANTING DETAILS Sheet 1 Revised most Planting Notes. Added Notes 2, 21 & 22. Revised Deciduous, Steep Slope and Shrub Planting Details. D8 AddedRAISED PAVEMENT LANE MARKER Sheet 1 new Note New Sheet Retired Standard APPROVED TENSION WIRE LINE POST GATE LATCHWITH PROVISIONS FOR STRETCHER BAR PADLOCKING STRETCHER BAR CHIEF ENGINEER GATE FRAME TRUSS ROD-…"} 1'-2"} GATE LATCHWITH 12" GALV. STEEL PROVISIONS FOR CONCRETE FOOTING PEDESTRIAN GATE 6" 3'-0" GATE POST TRUSS ROD-…"} PADLOCKING DATE GALV.STEEL 12"} GATE FRAME STRETCHER ON PLANS) PEDESTRIAN GATE AS SHOWN (4'-0" OR 2'-6" OPENING BARS 7-1-2009 12" 6'-0" 3" MIN. SHOWN ONPLANS GATE OPENING 4'-0" ORAS 5" MAX. 3'-0" 3" 4'-0" 1'-2"} GATE POST (90° SWING) TOP GATEHINGE 3'-0" (90° SWING) GATE HINGE BOTTOM GENERAL NOTES 4. 3. 2. 1. 12" 3'-6" ANCHORED WITHANCHORAGESPECIFIED FORCORNERPOSTS. POSTS FROMTHEGROUND, LINEPOSTSSHALLBE WHEN THETENSIONOFFENCE TENDSTOPULLTHE SIDE OFFENCEFABRIC. LINE POSTSANDBRACESSHALL BEONILLINOISTOLLWAY ON ILLINOISTOLLWAYPROPERTY. INSTALLED PARALLELTOAND6"INSIDETHER.O.W.LINE WHERE R.O.W.FENCEFOLLOWSLINEITSHALLBE FOR TYPE2. USED AT500'CENTERSFORTYPE1AND330' ON STRAIGHTRUNSOFFENCE,PULLPOSTSSHALLBE 2" FOOTING CONCRETE GROUND LINE GATE POST 3'-11" 6'-0" TOP GATEHINGE POST GATE SHALL BETHESAMEAS BRACING FORGATEPOST THAT SHOWNFORENDPOST (180° SWING) 2'-6" CENTER BRACE WITH PROVISIONSFORPADLOCKING PLUNGER ROD(1…"})ANDLATCH ONGATE CAP 12"} 3'-0" 3'-6" CONCRETE GATE STOP FABRIC TIES FOOTING AT 12"C/C GROUND 20'-0" ORASSHOWNONPLANS VEHICULAR GATE LINE (180° SWING) GATE HINGE BOTTOM GATE OPENING STRETCHER STOP (20' ORASSHOWNONPLANS) GATE VEHICULAR GATE BAR WITH PROVISIONSFORPADLOCKING PLUNGER ROD(1-…"DIA.)ANDLATCH 10"} 5" C/CFOURSTRANDSBARBEDWIRE GATE OPENING 6" 18" 10"} 2'-0" 2'-0" GATE FRAME 12• GA.WIRE4POINTSBARB GATE POST STEEL GALVANIZED …"} TRUSS ROD 6" 18" FOOTING CONCRETE RIGHT OFWAYFENCE,TYPE1,6' TRUSS ROD-…"}GALV.STEEL 3" STRETCHER 6'-0" 3" MIN. GATE FRAME 5" MAX. BAR 8. PLACEMENT OFBRACEDENDPOSTSORCORNER POSTS 7. 6. 5. POST GATE CAP WITHIN THECLEAR ZONESHALLBEAVOIDED. TWISTED ANDBARBEDSELVAGE ONBOTTOM. FABRIC SHALLBEKNUCKLEDSELVAGE ONTOPAND WHERE RIGHT-OF-WAYFENCE, TYPE1ISUSED,THE MAY BEUSED. BE PLACED.WHEREANGLEIS LESSTHAN10°LINEPOST MORE, ACORNERPOSTWITHBRACING ASREQUIREDSHALL WHERE GRADELINEHASACHANGEINSLOPEOF10°OR THAN 10°APULLPOSTSHALLBEUSED. POINT OFCHANGE.WHERETHEANGLECHANGEISLESS 10° ORMORE,ACORNERPOSTSHALLBEPLACEDATTHE WHEN THEFENCELINEHASACHANGEINDIRECTIONOF 4" 12" 1'-4"} 3'-6" 24" LINE POST TOP TENSIONWIRE BE TIEDTOEACHPOST,TIEEVERYWIREBETWEEN, 4'-0" BRACE PULL POST 18" TOP ANDBOTTOMWIREOFWOVENFENCESHALL 5" C/CONESTRANDBARBEDWIRE 12• GA.WIRE4POINTSBARB BARBED WIRESSHALLBETIEDTOEACHPOST 4'-0" RIGHT OFWAYFENCE,TYPE2,4' PULL POST 12"} '-6" 2 1-• " NORMAL 7'-0" AT 24"C/C FABRIC TIES STRETCHER ALTERNATING ONSUCCESSIVEPOSTS. LINE GROUND BAR 3'-0" 12" 1'-2"} PULL POST 4'-0" FOOTING CONCRETE SPACED 12"C/CMAX. STRETCHER BARBAND FENCE WOVEN WIRE (TYP.) TRUSS TERMINAL (PULL)POST * 3'-0" MAX. DISTANCEOF8'-0". 1" MIN.TO6"MAX.FORA DIMENSION MAYVARYBETWEEN ON UNEVENGROUNDTHIS ROD WIRE BARBED 12" 3'-6" BRACE 12'-6" MAX. LINE POST C/C LINE POST 2'-6" *1" MIN. 6'-0" MIN. 6REQ'D. FABRIC SPACED 14" FABRIC TIE LINE POST C-C MAX. PLATE ANCHOR 1" MIN. 3'-11" 2" * LINE POST 3" NORMAL 3'-0" LINE POSTS 4" 12'-6" MAX. 6" 11-01-2012 7-01-2009 3-31-2017 3-31-2014 3-11-2015 KNUCKLED SELVAGE DATE 10'-0" MAX. 24" CORNER ORENDPOST BRACE REVISEDNOTES REVISED NOTES REVISED ROLLED FORMSECTIONS REVISED NOTES FENCE DETAILS R.O.W. FENCETYPES 1AND2 CORNER OR 18" (NOTE 8) END POST 4'-0" REVISIONS 2'-6" TERMINAL (CORNER GALVANIZED STEEL TRUSS ROD-…"DIA. 7'-0" (NOTE 8) BARBED SELVAGE TWISTED AND OR END)POST STRETCHER BAR POST FOOTING TENSION WIRE BOTTOM 10'-0" MAX. CORNER ORENDPOST BRACE 12"} 3'-0" 12" FOOTING CONCRETE TWIST TIGHTLYWRAPPED. BACK ONITSELFWITHNOTLESSTHAN3 THE WIRESAROUNDPOSTANDTYING END, PULL,ANDGATEPOSTSBYWRAPPING FENCE SHALLBEFASTENEDTOTHECORNER, BARBED WIRESANDLINEOFWOVEN 12" * 2 MAX. DISTANCEOF8'-0". 1" MIN.TO6"MAX.FORA DIMENSION MAYVARYBETWEEN ON UNEVENGROUNDTHIS 18" 4" RIGHTOF WAYFENCE 1'-2"} CAP STANDARD D1-05 3'-0" 3'-6" SHEET 1OF3 STRETCHER KNUCKLED SELVAGE BAR FABRIC TIE SPACED 24" C-C MAX. (TYP.) POST FABRIC 2" 4"x3•"xŠ"x3" LONG 3•" TOP CONNECTING ANGLE EMBEDMENT TENSION •"x5" BOLT STRETCHER BAR …" BOLT WIRE W/STD. WASHER BAND SPACED FABRIC 12" C-C MAX. BOTTOM " END POST O 0 T " TENSION - ' F • 1 T WIRE DRILL HOLE O 2 O T L N N L E IN CONC. N A E A C H FOR MIN. N A M 2" W T O F K T I EMBEDMENT C U T S A M B C S B O A E E TWISTED AND R N 3" 2" L STRETCHER BARS SHALL BE GALVANIZED FLAT STEEL F 3"x …" BAND N BARBED O BAR NOT LESS THAN ‚" x ƒ" AND THE STRETCHER E C B BAR BANDS SHALL BE GALVANIZED FLAT STEEL BAR NOT LESS THAN „"x 1" WITH A …" GALVANIZED METHOD OF TYING FACE OF BACKWALL CARRIAGE BOLT. FABRIC TO TENSION WIRES METHOD OF FASTENING ABUTMENT CONNECTION DETAIL STRETCHER BAR TO POST GROUND WIRE NOTES FOR ABUTMENT CONNECTION: CONNECTED TO FENCE 1 .25" 1. WHEN ROLL FORMED SECTION IS USED IN LIEU OF PIPE AS END POST, THE FABRIC (NOTE 4) LINE POST POST SHALL BE BOLTED DIRECTLY TO THE ABUTMENT WALL WITH 2•" x 5" " LINE POST TENSION WIRE 5 BOLTS WITH STANDARD WASHERS MEETING THE APPROVAL OF THE ENGINEER. 2 6 . 1 E R LINE POST E A R B I W D BRACE SECTION 12" I 12" 12" R L E 1.25 LBS/LF O 22'-0" APPROXIMATELY P S P " O A 6 C " 8 FABRIC 1 " WIRE FABRIC 0 - . ' B TENSION N 6 " I WIRE 8 M 1 GROUND LINE " 6 HEAVY "C" - 2.70 LBS/LF ' 0 - " A x B = 2.250" x 1.625" ' 4 1 1 . 8" TO 10" N I M " †" MIN. } 0 - ' 45° COPPER CLAD 0 COLLAR 1 LEDGE OF IMPERVIOUS MATERIAL STEEL ROD LINE POST "C" SECTION " 8 - ' 4 0.1345" THICK DRIVE ANCHORS 3.50" STANDARD GROUND COUNTERPOISE GROUND (ALTERNATE) WIRE FABRIC TO BE MIN. 24" LONG WOVEN INTO THE LOCK " LOOPS FOR THE ENTIRE 0 5 NOTES FOR STANDARD AND COUNTERPOISE GROUND: . LENGTH OF POST. 3 1. THE INTERVALS FOR GROUNDING CONTINUOUS FENCING SHALL NOT EXCEED 500 FEET IN URBAN AREAS AND 1000 FEET IN RURAL AREAS. FENCE ALTERNATE ADJACENT TO A GATE SHALL BE GROUNDED A MAXIMUM DISTANCE 100 DRIVEN LINE POST ANCHORAGE FEET EACH SIDE OF THE GATE. WITH OR WITHOUT DRIVE ANCHORS 2. FENCE CROSSING UNDER A POWER LINE SHALL BE GROUNDED, ONCE DIRECTLY UNDER THE CROSSING AND ONE ON EACH SIDE AT 25 TO 50 FEET AWAY. FENCE LOCATED DIRECTLY UNDER A TELEPHONE WIRE OR CABLE CROSSING SHALL HAVE A SINGLE GROUND. NOTE FOR FENCE POST: LOCK LOOPS ALTERNATE DRIVEN LINE POST ANCHORAGE IS OPTIONAL. 3. COUNTERPOISE GROUNDS SHALL BE USED AT LOCATIONS WHERE GROUND DRIVEN LINE POST ANCHORAGE WITHOUT DRIVE ANCHORS SHEET 2 OF 3 RODS CAN NOT BE DRIVEN DUE TO IMPERVIOUS EARTH MATERIALS. MAY BE USED IN AVERAGE TO GOOD SOIL CONDITIONS. TERMINAL POST SECTION WHEN SOIL IS WEAKER (Qu < 1.25 TONS/ SQ. FT.) AND 4. THE GROUND WIRES SHALL BE CONNECTED TO FENCE FABRIC AND GROUND STABILITY OF THE POST IS QUESTIONABLE, DRIVE 5.10 LBS/LF ROD BY STAINLESS STEEL BOLTS AND WASHERS. THE LOWER CONNECTION ANCHORS SHALL BE USED. TYPES, SHAPES, DIMENSIONS OF THE GROUND WIRE SHALL BE MADE TO THE BOTTOM TENSION WIRE. DETAILS OF ROLL FORMED SECTIONS AND COATING REQUIREMENTS OF DRIVE ANCHORS (ANCHOR BLADES AND COLLARS) FOR DIFFERENT TYPE OF POSTS SHALL BE AS RECOMMENDED BY THE MANUFACTURER. ELECTRICAL GROUNDING DETAILS RIGHT OF WAY FENCE 7-1-2009 APPROVED DATE CHIEF ENGINEER STANDARD D1-05 FENCE, TYPE 1 OR TYPE 2 } SAME AS REGULAR FOOTING END POST END POST GROUND CONCRETE FOOTING LINE R.O.W. FENCE " NOTE: X LEDGE " "X" + "Y" SHALL NOT EXCEED . 30" WHEN "X" IS 0" TO 15" " GROUT AS DIRECTED " N I Y 5 1 "Y" =15", AND THE POST SHALL BY THE ENGINEER " SEE DETAIL "A" M NOTE 3 BE SHORTENED AS REQUIRED. 12• GA., 4 POINT BARBED GRADE IF NECESSARY X 3" MIN. " WHEN "X" EXCEEDS 15" "Y" SHALL A 5" C-C BARBED WIRE TO FAN WIRES 9 6" MAX. }=POST}+3" M BE DECREASED ACCORDINGLY. NOTE 3 4' MIN. EMBEDMENT FOOTING FOR POST WHEN AS DIRECTED BY EXTRA LENGTH POSTS NORMAL FLOW: NONE. THE ENGINEER AS DIRECTED BY ROCK LEDGE IS ENCOUNTERED MAY BE VARIED FOR THE ENGINEER STEEPER BANKS TO FIT FENCE INSTALLATION OVER DITCH VARIOUS CHANNEL SECTIONS. STREAM CROSSING, TYPE 1 CORNER POST ASSEMBLY FENCE, TYPE 1 OR TYPE 2 CULVERT CE END POST END POST RAN FENCE EA CL 18" ) YP. TOE OF SLOPE (T CORNER POST CORNER POST ASSEMBLY ASSEMBLY R.O.W. LINE 4' MIN. EMBEDMENT SEE DETAIL "A" NORMAL FLOW NOTE 3 . 12-1/2 GA., 4 POINT BARBED . ) X . X " A NOTE 2 5" C-C BARBED WIRE P A PLAN AT HEADWALL 6 M Y 1'-0"} M T ( " 9 4' MIN. EMBEDMENT NOTE 3 AS DIRECTED BY THE ENGINEER EXTRA LENGTH POSTS AS DIRECTED BY THE ENGINEER CORNER POST STREAM CROSSING, TYPE 2 ASSEMBLY TOP OF SLOPE NOTES FOR STREAM CROSSING TYPE 1 AND TYPE 2: 1.
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