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 PLUNGER ROD (1…"}) AND LATCH TERMINAL (CORNER TRUSS ROD-…"} WITH PROVISIONS FOR PADLOCKING TRUSS ROD-…"} GALV. STEEL STRETCHER BAR BAND OR END) POST GALV. STEEL TOP GATE HINGE STRETCHER SPACED 12" C/C MAX. KNUCKLED SELVAGE GATE FRAME (90° SWING) BAR GATE FRAME (NOTE 8) CAP TOP TENSION WIRE TERMINAL (PULL) POST STRETCHER BAR FABRIC TIES CAP GATE GATE POST BRACE LINE POSTS TOP GATE HINGE AT 12" C/C LINE POST LINE POST POST LINE POST (180° SWING) " " 0 " " " " 0 - 2 2 2 2 - ' ' 1 1 1 1 6 6 FABRIC
STRETCHER STRETCHER L " GATE LATCH WITH " FABRIC TIE BRACE BARS BAR A 0 0 M - PROVISIONS FOR BOTTOM TRUSS - SPACED 14" TRUSS ROD-…" DIA. ' STRETCHER ' R 6 6 O . PADLOCKING . GATE HINGE ROD C-C MAX. GALVANIZED STEEL . BAR . N X N
GATE X N I
A (90° SWING) (TYP.) MIN. 6 REQ'D. STRETCHER BAR I A " M
STRETCHER BAR M
STOP M M
•
" " " - " 3 5 1 3 5 " " . 0 8 BOTTOM N - 1 ' I " " " " " " " " " " 2 " TENSION WIRE M 6 6 0 0 0 0 OPENING 0 6 6 6 0
GROUND ------" ' ' ' ' ' TENSION WIRE ' ' - - - GROUND LINE - " ' ' ' ' 6 TWISTED AND 3 3 3 3 3
3 3 10"} (4'-0" OR LINE 1 3 3 3 BOTTOM 4
AS SHOWN * BARBED SELVAGE CONCRETE FABRIC TIES ON PLANS) GATE HINGE AT 24" C/C (NOTE 8) (180° SWING) FOOTING POST FOOTING GATE OPENING ON UNEVEN GROUND THIS " *
6 1'-2"} (20' OR AS SHOWN ON PLANS) 1'-4"} DIMENSION MAY VARY BETWEEN 10'-0" MAX. 10'-0" MAX. 1" MIN. TO 6" MAX. FOR A 1'-2"} 1'-2"} 1'-2"} MAX. DISTANCE OF 8'-0". VEHICULAR GATE PEDESTRIAN GATE PULL POST LINE POST CORNER OR END POST
GATE POST RIGHT OF WAY FENCE, TYPE 1, 6' GATE FRAME BARBED WIRES AND LINE WIRES OF WOVEN BRACING FOR GATE POST BARBED WIRES SHALL BE TIED TO EACH POST FENCE SHALL BE FASTENED TO THE CORNER, TRUSS ROD-…"} SHALL BE THE SAME AS 12• GA. WIRE 4 POINTS BARB TOP AND BOTTOM WIRE OF WOVEN FENCE SHALL END, PULL, AND GATE POSTS BY WRAPPING GALV.STEEL THAT SHOWN FOR END POST 5" C/C FOUR STRANDS BARBED WIRE BE TIED TO EACH POST, TIE EVERY WIRE BETWEEN, THE WIRES AROUND THE POST AND TYING GATE LATCH WITH CENTER BRACE ALTERNATING ON SUCCESSIVE POSTS. BACK ON ITSELF WITH NOT LESS THAN 3 PLUNGER ROD (1-…" DIA.) AND LATCH PROVISIONS FOR ON GATE TWIST TIGHTLY WRAPPED. WOVEN WIRE WITH PROVISIONS FOR PADLOCKING LINE POST PADLOCKING CORNER OR GATE FENCE GATE POST PULL POST END POST GATE POST POST CAP BARBED
" GATE FRAME " 6" 2 BRACE WIRE 2 BRACE " " 2 2 1 1 L A M " " R " 1 1 O 1 1 0 - - N -
" ' ' '
8 3 3 4 "
1 3
" 4 . " 2 " " " " N " " 2 " " " " " " " " 3 0 I 3 1 8 8 8 0 6 0 6 6 6 0 " " GROUND 6 - 1 1 1 M ' ------CONCRETE - 0 0 ' ' ' ' ' ' ' '
" 2 12" - - LINE 3 2 7 2 2 2 7 2 " ' '
0 FOOTING 1 3 3 TRUSS ROD - 4" " CONCRETE GATE STOP ' CONCRETE * 3 6 …"} FOOTING 4" FOOTING CONCRETE 12"} ANCHOR 12"} 10"} GALVANIZED 12"} CONCRETE 12"} FOOTING PLATE STEEL 24" 4'-0" 4'-0" 24" 4'-0" GATE OPENING FOOTING GATE OPENING *ON UNEVEN GROUND THIS 4'-0" OR AS 12'-6" MAX. 12'-6" MAX. DIMENSION MAY VARY BETWEEN 20'-0" OR AS SHOWN ON PLANS 12• GA. WIRE 4 POINTS BARB SHOWN ON PLANS 5" C/C ONE STRAND BARBED WIRE C/C 1" MIN. TO 6" MAX. FOR A MAX. DISTANCE OF 8'-0". PEDESTRIAN GATE VEHICULAR GATE PULL POST LINE POST
CORNER OR END POST RIGHT OF WAY FENCE, TYPE 2, 4'
GENERAL NOTES
1. ON STRAIGHT RUNS OF FENCE, PULL POSTS SHALL BE 5. WHEN THE FENCE LINE HAS A CHANGE IN DIRECTION OF USED AT 500' CENTERS FOR TYPE 1 AND 330' CENTERS 10° OR MORE, A CORNER POST SHALL BE PLACED AT THE FOR TYPE 2. POINT OF CHANGE. WHERE THE ANGLE OF CHANGE IS LESS THAN 10° A PULL POST SHALL BE USED. 2. WHERE R.O.W. FENCE FOLLOWS R.O.W. LINE IT SHALL BE INSTALLED PARALLEL TO AND 6" INSIDE THE R.O.W. LINE 6. WHERE GRADE LINE HAS A CHANGE IN SLOPE OF 10° OR ON ILLINOIS TOLLWAY PROPERTY. MORE, A CORNER POST WITH BRACING AS REQUIRED SHALL BE PLACED. WHERE ANGLE IS LESS THAN 10° LINE POST SHEET 1 OF 3 3. LINE POSTS AND BRACES SHALL BE ON ILLINOIS TOLLWAY MAY BE USED. SIDE OF FENCE FABRIC. 7. WHERE RIGHT-OF-WAY FENCE, TYPE 1 IS USED, THE 4. WHEN THE TENSION OF THE FENCE TENDS TO PULL THE FABRIC SHALL BE KNUCKLED SELVAGE ON TOP AND POSTS FROM THE GROUND, THE LINE POSTS SHALL BE TWISTED AND BARBED SELVAGE ON BOTTOM. ANCHORED WITH ANCHORAGE SPECIFIED FOR CORNER POSTS. DATE REVISIONS 8. PLACEMENT OF BRACED END POSTS OR CORNER POSTS 7-01-2009 R.O.W. FENCE TYPES 1 AND 2 RIGHT OF WAY FENCE WITHIN THE CLEAR ZONE SHALL BE AVOIDED. FENCE DETAILS 11-01-2012 REVISED NOTES
3-31-2014 REVISED ROLLED FORM SECTIONS 7-1-2009 APPROVED DATE 3-11-2015 REVISED NOTES CHIEF ENGINEER STANDARD D1-05 3-31-2017 REVISED NOTES 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. THESE INSTALLATION CONDITIONS ARE TYPICAL AND ARE NOT TO BE CONSTRUED AS END POST END POST REPRESENTATIVE OF ALL CONDITIONS WHICH WILL BE ENCOUNTERED. CONSTRUCTION 4" MAX. WILL BE VARIED AS REQUIRED OR DIRECTED TO MEET FIELD CONDITIONS.
2. FOR STREAM CROSSING OF THE TYPE REQUIRED THE BOTTOM BARBED WIRE SHALL BE ANCHORED TO CONCRETE FOOTING OR TO HOLES DRILLED IN POSTS, AND ELEVATION END POST NOT INTERMEDIATE WIRES SHALL BE TIED TO THE BOTTOM WIRE AND TO POSTS IN AN CENTERED IN EVENLY SPACED FASHION TO PREVENT SLIPPAGE. CONCRETE NOTES FOR INSTALLATION AROUND HEADWALL: 3. CONCRETE AND FITTINGS FOR ALL TYPES OF FENCE SHALL BE AS DETAILED FOR
SIMILAR CONDITIONS PER STANDARD DRAWING. 1. THIS TYPE OF INSTALLATION IS TO BE USED ONLY WHEN SPECIFICALLY CALLED FOR IN THE CONTRACT PLANS.
THE FENCE FABRIC SHALL BE REPLACED BY BARBED 2. WHEN THE WIDTH OF THE CULVERT MAKES NECESSARY TO ANCHOR A POST WIRE STRANDS AT 12" MAXIMUM CENTERS BETWEEN TO THE TOP OF THE CULVERT, A CAST IRON SHOE OR OTHER DEVICE THE END POSTS. SHEET 3 OF 3 APPROVED BY THE ENGINEER SHALL BE USED.
DETAIL A INSTALLATION AROUND HEADWALL
RIGHT OF WAY FENCE
7-1-2009 APPROVED DATE CHIEF ENGINEER STANDARD D1-05 SURVEY AND ROADWAY ITEMS EROSION & SEDIMENT CONTROL, LANDSCAPING ITEMS
EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED
CLEARING & GRADING LIMITS CONSTRUCTION JOINT W/DOWEL BARS (LIMITS OF CONSTRUCTION)
DIVERSION DIKE EROSION CONTROL BLANKET BENCHMARK DRAINAGE DIVIDE
DRAINAGE PATH CANTILEVER SIGN STRUCTURE OVER SEEDING CLASS B1
BUTTERFLY SIGN STRUCTURE
SEDIMENT BASIN OVER SEEDING CLASS B2 DOUBLE COLUMN GROUND MOUNTED SIGN AGGREGATE BERM
SINGLE COLUMN GROUND MOUNTED SIGN CULVERT INLET PROTECTION-STONE SEEDING CLASS A1 CIP CULVERT INLET SPAN TYPE SIGN STRUCTURE PROTECTION-FENCE
SEEDING CLASS A2 DB DEWATERING BASIN TRIPLE COLUMN GROUND MOUNTED SIGN
FIPB FILTER FABRIC SEEDING CLASS A3 RUMBLE STRIP INLET PROTECTION, BASKET TYPE
FIPC FILTER FABRIC INLET PROTECTION, COVER TYPE DRAINAGE AND UTILITY ITEMS; ROADWAY LIGHTING AND SIGNS SEEDING CLASS A4
FB FB FLOTATION BOOM EXISTING PROPOSED IC INITIAL CONSTRUCTION ITEM SEEDING CLASS A5 RIP BOX CULVERT WITH HEADWALL RECTANGULAR INLET PROTECTION CABLE IN DUCT W/O GROUND
SEEDING CLASS A6 LOW POINT TEMPORARY ROCK CHECK DAM
P OVERHEAD ELECTRICAL SEEDING CLASS D1
TEMPORARY DITCH CHECK T OVERHEAD TELEPHONE T
PIPE CULVERT SODDING (SALT TOLERANT) LAKE OR POND
QUARRY SEDIMENT BASIN STREAM TEMPORARY GROUND COVER
SWAMP SILT FENCE
A CABLE OR CONDUIT TAG SUPER SILT FENCE TURF REINFORCEMENT MAT
E E ELECTRICAL MANHOLE STABILIZED CONSTRUCTION ENTRANCE
LD LD LIGHT-DUTY BOX STONE OUTLET STRUCTURE SEDIMENT TRAP ROADWAY LUMINAIRE STREAM DIVERSION
TEMPORARY PIPE SLOPE DRAIN
STEEL TOWER TEMPORARY RIPRAP
TS TEMPORARY SWALE T T TELEPHONE MANHOLE TREES AND STUMP UNDERPASS LUMINAIRE TP TREE PROTECTION SHEET 1 OF 3 WATER POINT
W W WATERMAIN VALVE VAULT TEMPORARY STREAM CROSSING W W WATER WELL
WOOD POLE DATE REVISIONS
7-01-2009 REVISED SYMBOL & PATTERNS SYMBOLS AND PATTERNS 11-01-2012 ADDED NEW SYMBOLS 3-11-2015 ADDED NEW SYMBOL
3-31-2016 UPDATED DITCH CHECK SYMBOL 7-1-2009 APPROVED DATE CHIEF ENGINEER STANDARD D2-04
ELECTRICAL AND MECHANICAL ITEMS
EXISTING PROPOSED
STANDBY GENERATOR HOME RUN TO PANEL AS NOTED G A A COMPRESSED AIR (A)
INDICATES CIRCUIT TURNING DOWN __A PANEL CIRCUIT BREAKER AR AR ACID RESISTANT WASTE OR DRAIN _P INDICATES CIRCUIT TURNING UP
ARV ARV ACID RESISTANT VENT GROUND ROD MECHANICALLY HELD LIGHTING COIL C
DS DS STORM SEWER (DOWNSPOUT) CONTROL RELAY COIL CR GROUNDING TRIAD
SINGLE-POLE SWITCH S G G GAS LINE __KVA __-__Y/__V TRANSFORMER
__*, __W DUPLEX RECEPTACLE HG HG HOT GAS BYPASS LINE (HG)
MOTOR C 4P, 4W, WEATHERPROOF RECEPTACLE __ WITH SPRING DOOR, BACK BOX, & HHWR HHWR HEATING HOT WATER RETURN (HHWR) ANGLE ADAPTER
B ATS 4P, 4W, WEATHERPROOF RECEPTACLE _ _ ___A AUTOMATIC TRANSFER SWITCH (ATS) WITH SPRING DOOR & BACK BOX HHWS HHWS HEATING HOT WATER SUPPLY (HHWS)
_ _P,_W
DUPLEX RECEPTACLE WITH
GFI GROUND FAULT PROTECTION IA IA DRY COMPRESSED AIR (IA-INSTRUMENT AIR)
JB OR J JUNCTION BOX
CONTROL BUILDING LIGHTING A 1' X 4' INDUSTRIAL FLUORESCENT FIXTURE, PORCELAIN P P PROCESS WATER ("P" WATER) LINE REFLECTOR, ELECTRONIC BALLAST. DISCONNECT SWITCH __A COMPACT WALL-MOUNTED LOW WATTAGE HPS FIXTURE B WITH WIRE GUARD & SINGLE FACTORY INSTALLED FUSE PW PW PROTECTED WATER OR PLANT WATER (PW)
CIRCUIT BREAKER EMERGENCY LIGHT UNIT WITH 2-6 VOLT, __A C RD RD REFRIGERANT DISCHARGE LINE (RD) 12 WATT SEALED BEAM HALOGEN LAMPS WITH WALL MOUNTING BRACKET
RS RS REFRIGERANT SUCTION LINE (RS) MANUAL TRANSFER SWITCH LANE LIGHTING - HEAVY DUTY ALUMINUM HOUSING WITH D ENCLOSED REFLECTOR & TEMPERED GLASS LENS W/AUTO __A REGULATOR BALLAST. ASYMMETRIC PATTERN __. SW. V V VENT LINE (V) _ WIRE __
WH SELF CONTAINED UTILITY METERING _ CONDUIT __
SHEET 2 OF 3
NOTE: SYMBOLS AND PATTERNS ALL SYMBOLS AND PATTERNS ON THIS DRAWING ARE PROPOSED UNLESS OTHERWISE NOTED. 7-1-2009 APPROVED DATE CHIEF ENGINEER STANDARD D2-04 ELECTRICAL AND MECHANICAL ITEMS
CFM QUANTITY AND DIRECTION OR CFM SPLITTER DAMPER OR OF THE AIR FLOW GLOBE VALVE
DUCT SIZE (FIRST FIGURE SIZE OF BUTTERFLY VALVE X SHOWN, SECOND FIGURE SIZE B X PLUG VALVE WITH MEMORY STOP (BALANCING) OR OF SIDE NOT SHOWN.) CHECK VALVE
PLUG VALVE ANGLE GATE VALVE S SOLENOID VALVE SUPPLY DUCT SECTION CONCENTRIC REDUCER
TEMPERATURE CONTROL VALVE ECCENTRIC REDUCER THREE-WAY TEMPERATURE OR RETURN OR EXHAUST DUCT SECTION CONTROL VALVE DIAPHRAGM ORIFICE FLANGE
THREE-WAY TEMPERATURE CONTROL CROSSOVER DUCT DROPS IN THE VALVE TOP VIEW OR D D DIRECTION OF FLOW PIPE GUIDE PRESSURE REDUCING VALVE (NOS = INITIAL AND FINAL PRESSURE - PSIG) DUCT RISES IN THE EXPANSION JOINT (SLIP TYPE) OR AIR PRESSURE REDUCING STATION R R DIRECTION OF FLOW PRV (NO. CORRESPONDS WITH AIR PRESSURE
REDUCER SCHEDULE) EXPANSION JOINT (BELLOWS TYPE)
OR AIR ELIMINATOR (AIR VENT) TURNING VANES
SAFETY VALVE (NOS. = PRESSURE SETTING - PSIG) PIPE CAP
CFM STRAIGHT CROSS CFM 8" THROAT DIAMETER CEILING FLOAT OPERATED VALVE OR DIFFUSER; AIR FLOW -- 100 CFM 90° ELBOW QC QUICK COUPLING (QC) 90° ELBOW TURNED DOWN UH HORIZONTAL UNIT HEATER (NO. CORRESPONDS OR BALANCING OR VOLUME DAMPER 90° ELBOW TURNED UP WITH UNIT HEATER SCHEDULE)
M SIDE OUTLET ELBOW TURNED DOWN M OR MOTOR OPERATED DAMPER
VERTICAL UNIT HEATER (NO. CORRESPONDS SIDE OUTLET ELBOW TURNED UP UH WITH UNIT HEATER SCHEDULE)
LATERAL FLEXIBLE DUCT
TEE
CABINET TYPE UNIT HEATER (NO. CORRESPONDS FIRE DAMPER WITH UNIT HEATER SCHEDULE) TEE OUTLET UP UH
TEE OUTLET DOWN A SOUND ATTENUATOR THERMOSTAT OR ROOM TEMPERATURE
T SENSOR UNION
ZONE DAMPER STRAINER
GATE VALVE X PIPE ANCHOR
FLEXIBLE CONNECTION AT - THERMOMETER FAN OR EQUIPMENT FLOW SWITCH (NOS. = RANGE IN DEGREES FAHRENHEIT)
VENTURI FLOW METER AND PRESSURE, VACUUM OR GPM FLOW TO BE INDICATED COMPOUND GAUGE
EXTRACTOR CONNECTION BETWEEN NEW AND EXISTING SHEET 3 OF 3
NOTE: SYMBOLS AND PATTERNS ALL SYMBOLS AND PATTERNS ON THIS DRAWING ARE PROPOSED UNLESS OTHERWISE NOTED. 7-1-2009 APPROVED DATE CHIEF ENGINEER STANDARD D2-04 IS TO NO LL " I S T 1 T M W I O L EN AR NO LL M K A I T M W L U E L EN AR ~ ILLINOIS TOLLWAY R Y M K A I N L U E O I N R Y O M N M N
O 3•" O
. R MONUMENT . .
O C . O N
" N O T I 8 C 0 R AT 1 W OL ST O 63 0 N . CONCRETE 0 68 N -241- IO MEDIAN T T RO TA 2•" " BARRIER L S 1
7‚"
" 5•" 7 "
- R ' .
4 5" ‚ " 1 O 1 2 . " •
W 1 . " " " TYPICAL CENTERLINE MONUMENT 7 5–" 6 " ‚ 3 3 1 3
3 AT MEDIAN BARRIER ƒ" 5ž"
" ALUMINUM DOMED CAP 5 1 ACCESS COVER 2ƒ" (RECESSED HINGE) 2‚" S TO OI L N M L
I NT AR W E K 12" L E A RIGHT OF WAY M R RIGHT OF WAY U FIBERGLASS MONUMENT L Y WITNESS POST N I N ACCESS O POST (WITH DECAL) PLEASE DO MARKER MARKER (SPECIAL) O M COVER . NOT DISTURB NEARBY
6 0 C 3 0 DOMED CAP O 0 8 N - 6 N 241- IO T T RO TA L S " " 3 • " 1†" 6" PVC PIPE 8 ‚ 3
TOP VIEW " (SCH. 40)
4•" 8 1 ƒ"}x36" " " 2
4 ROD SECTION
3•" "
•" 2 0 " WITH FINS - '
ƒ 1†" " 5 1 6 3
" DECAL 2 ƒ"
" B B 2"
ƒ 2•" " " 1 " • • " Š 2 4 2 3 SAND FILL
" " L ƒ E "
† V E •" • B " 3-#3 BARS
* ‰ (TYP.) ‡" ƒ"}x12" ALUMINUM LETTERING DETAIL * METHOD A- 4'-2" LONG BARS BRONZE DOMED CAP ROD * METHOD B- 2'-6" LONG BARS SPIRAL DRIVE MONUMENT POST SECTION B-B POINT
RIGHT OF WAY MARKER PERMANENT SURVEY MONUMENT PERMANENT SURVEY MONUMENT (SPECIAL)
DATE REVISIONS
7-01-2010 NEW MONUMENT AND BARRIER PERMANENT SURVEY MARKERS MONUMENTS AND 3-01-2019 CHANGED TO CONSTANT-SLOPE RIGHT-OF-WAY MARKERS MEDIAN BARRIER 1-1-2007 APPROVED DATE CHIEF ENGINEERING OFFICER STANDARD D3-02
GENERAL NOTES: PERMANENT DELINEATION SPACING EMERGENCY TURNAROUNDS DELINEATION-THE FOLLOWING DELINEATION SHOULD BE INSTALLED ON THE LEFT SIDE OF THE PAVEMENT APPROACHING EMERGENCY MAINLINE RAMP TURNAROUNDS. REFLECTORS TANGENT CURVE TANGENT CURVE 100' (R >= 1,050') * GUARDRAIL 100' 100' 100' A. ONE-HALF OF A MILE IN ADVANCE OF THE EMERGENCY TURNAROUNDS ONE 50' (R < 1,050') WHITE REFECTOR UNIT OVER THREE AMBER REFLECTOR UNITS. 100' (R >= 1,050') BARRIER WALL (DOUBLE FACE) 100' 100' 100' * 50' (R < 1,050') B. ONE-FOURTH OF A MILE IN ADVANCE OF THE EMERGENCY TURNAROUNDS ONE 100' (R >= 1,050') BARRIER WALL (SINGLE FACE) 100' 100' 100' WHITE REFLECTOR UNIT OVER TWO AMBER REFLECTOR UNITS. * 50' (R < 1,050')
SHOULDER NARROWING 3 @ 15' 3 @ 15' 3 @ 15' 3 @ 15' C. AT A POINT NEAR THE INTERSECTION OF THE EDGE OF THE LEFT SHOULDER AND NEAR EDGE OF THE EMERGENCY TURNAROUNDS ONE WHITE REFLECTOR
BRIDGE APPROACHES 3 @ 15' 3 @ 15' 3 @ 15' 3 @ 15' UNIT OVER ONE AMBER REFLECTOR UNIT.
50' * BRIDGE PARAPET 50' 50' 50' * NOISE ABATEMENT WALL 100' 100' 100' 100' (R >= 1,050') NOTES FOR ROADWAY DELINEATORS, POST MOUNTED INSTALLATION: (CRASH WORTHY) 50' (R < 1,050') 1. A. MAINLINE-SINGLE WHITE REFECTOR UNITS SHALL BE PLACED CONTINUOUSLY ON THE RIGHT AND SINGLE AMBER REFLECTOR UNITS SHALL BE PLACED ON THE LEFT ON MAIN LINE SECTIONS WITHOUT BARRIER WALL. ROADWAY DELINEATORS MAINLINE RAMP
TANGENT CURVE TANGENT CURVE B. RAMPS-SINGLE REFLECTOR UNITS SHALL BE PLACED ON THE OUTSIDE OF ALL CURVED SECTIONS OF RAMPS, SINGLE WHITE SHALL BE PLACED ON POST MOUNTED DELINEATOR 200' 200' 200' TABLE A THE RIGHT SIDE AND AMBER ON THE LEFT SIDE. THE DELINEATORS SHALL BE OVERLAPPED FOR A SHORT DISTANCE TO CLEARLY INDICATE WHERE 100' 100' NA NA POST MOUNTED DELINEATOR DELINEATION ON ONE SIDE OF THE RAMP ENDS AND DELINEATION ON THE (RAMP TAPERS AND TANGENTS) OTHER SIDE APPEARS.
C. DOUBLE WHITE REFLECTOR UNITS SHALL BE PLACED ON THE RIGHT AT ALL TEMPORARY DELINEATION SPACING ACCELERATION AND DECELERATION LANES.
TANGENT REVERSE CURVE SHIFT TAPER 2. REFLECTORS SHALL BE MOUNTED ON SUPPORTS SUCH THAT THE TOP OF TEMPORARY CONCRETE BARRIER 50' 25' 25' 25' REFLECTORS IS FOUR FEET ABOVE THE ROADWAY EDGE AND TWO FEET OUTSIDE THE OUTER EDGE OF THE PAVED SHOULDER OR TWO FEET MINIMUM AND SIX FEET MAXIMUM OUTSIDE THE BACKS OF CURBS OR GUTTERS.
* WHEN ADJACENT SHOULDER IS USED AS A TRAVELED LANE, USE SPACING REQUIREMENTS AS SHOWN FOR 3. IN ALL CASES, THE COLOR OF THE REFLECTORS SHALL BE THE SAME AS THE TEMPORARY DELINEATION. ADJACENT EDGE LINE EXCEPT AS SPECIFIED IN GENERAL NOTES.
4. POST MOUNTED REFLECTORS SHALL BE PLACED CONTINUOUSLY AS NOTED ABOVE IN CONJUNCTION WITH GUARDRAIL INSTALLED.
5. THE PLACEMENT OF ROADWAY DELINEATOR "CIRCULAR REFLECTORS" SHALL BE USED FOR ALL MINOR PROJECTS WHICH HAVE A LENGTH OF LESS THAN 5 MILES. THE PLACEMENT OF ROADWAY DELINEATOR "RECTANGULAR REFLECTORS" SHALL BE USED FOR ALL MAJOR PROJECTS WHICH HAVE A LENGTH GREATER THAN 5 TABLE A MILES. ALL ROADWAY DELINEATORS WITHIN A ROADWAY SEGMENT SHALL BE OF THE SAME TYPE. REFLECTOR SPACING ON RAMP-CURVES
RADIUS OF CURVE (FT.) SPACING ALONG CURVE (FT.) NOTES FOR GUARDRAIL AND BARRIER WALL REFLECTOR: LESS THAN 1050 50 1. REFLECTORS TYPE B AND TYPE C SHALL HAVE REFLECTIVE SURFACE ON ONE 1050-1299 100 SIDE ONLY.
1300-1999 125
2000-2999 150
SHEET 1 OF 3 3000-3999 175
MORE THAN 3999 200
DATE REVISIONS
02-07-12 REVISED REFLECTOR MARKER TYPE C DIMENSION
11-01-12 REVISED NOTES, TABLE AND DELINEATION SPACING ROADWAY DELINEATORS 3-11-2015 REVISED NOTES AND REFLECTORS 3-31-2016 REVISED DELINEATOR ATTACHMENT TO POST
3-31-2017 REVISED PERM. DELINEATION SPACING TABLE 7-1-2009 APPROVED DATE 3-01-2019 CHANGED BARRIER TO CONSTANT-SLOPE SHAPE CHIEF ENGINEERING OFFICER STANDARD D4-07 REFLECTOR UNIT TO BE PLACED ON THIS SURFACE AND AT TOP OF POST. SINGLE AMBER SEE DETAIL B. REFLECTOR UNITS
TOP OF POST
STEEL POST " 0 - '
PAVED SHOULDER 4 GRADE OF 2' MIN. PAVEMENT EDGE 2' SINGLE WHITE REFLECTOR UNITS SHALL BE PLACED PAVEMENT 6' MAX. CONTINUOUSLY AT 200 FT. INTERVALS ON MAIN LINE ROADWAY
TANGENT PLACEMENT " 0 - ' 3
GUTTER SECTION DECELERATION RAMP (IF PRESENT MOVE ROADWAY DELINEATOR INSTALLATION STEEL POST)
2"
DELINEATORS SPACED AT 100 FT INTERVALS
SI ON RAMP TAPERS AND TANGENTS "
N 1 GLE DOUBLE DOUBLE SINGLE •" " 1
DIRECTION OF TRAFFIC . C
SECTION A-A . ) O D
S
STEEL- 1.12 LBS/FT. E " I E 1
SINGLE AMBER F L
I O D REFLECTOR UNITS C H E E
C P 8 A
DIRECTION OF TRAFFIC S 1 P
. S E N
S ) I I } M W " R E Š H DOUBLE DOUBLE SINGLE (
E T NGL SI O
INTERCHANGE RAMP PLACEMENT S S
4" E L
ACCELERATION RAMP N A A U 3M/DG3 (
" " " " REFLECTIVE VANDAL PROOF 0 2 2 2 - BOLT WITH SHEETING ' 7 " " ELASTIC STOP NUT 4 ‚ 1 "
3"} ACRYLIC … " "
PLASTIC REFLEX 8 4
" TAPER
REFLECTOR 5 OPTIONAL
STEEL POST " 2 VANDAL PROOF SHEET 2 OF 3 BOLT WITH ELASTIC STOP NUT
SINGLE UNIT DOUBLE UNIT SINGLE UNIT DOUBLE UNIT
ROADWAY DELINEATORS CIRCULAR REFLECTORS RECTANGULAR REFLECTORS NOTE: AND REFLECTORS
7-1-2009 SEE SHEET 1 OF THIS SERIES FOR NOTES. APPROVED DATE CHIEF ENGINEERING OFFICER STANDARD D4-07 BARRIER WALL REFLECTORS, BARRIER WALL REFLECTORS, TYPE C TYPE C . E N S I A M B
CONCRETE " T 4
BARRIER WALL A " 1 C 1 I - F ' 1 " F 1 A 1 R - ' T 1
2•" MIN. ‘" MIN.
REFLECTOR,TYPE C
BARRIER OR PARAPET 1•" 1•" REFLECTOR INSTALLATION ‰" •" CROSS-SECTION „" "
TEMPORARY CONCRETE BARRIER GUARDRAIL BARRIER " Œ
REFLECTORS, TYPE B • 1 " R E … " D L … U 1 O
C B H " S
A ƒ PAVED SHOULDER F 4 O
15'-0" 15'-0" " E G … D 1 " E … " • 1 C B "
A GUARDRAIL BARRIER ΠGUARDRAIL BARRIER, REFLECTORS, REFLECTORS, TYPE B REFLECTOR, TYPE B TYPE B
DIRECTION GUARDRAIL BARRIER SECTION B-B OF TRAFFIC REFLECTORS, TYPE B
PLAN SECTION A-A R E D L U
REFLECTOR INSTALLATION ON GUARDRAIL O H
S NOTE: AT BRIDGE APPROACHES F
PAVED SHOULDER O SEE SHEET 1 OF THIS SERIES FOR NOTES.
ALSO SEE SHEET 1 IN THIS SERIES E G D
FOR ADDITIONAL INFORMATION E SHEET 3 OF 3
ROADWAY DELINEATORS AND REFLECTORS SECTION C-C 7-1-2009 APPROVED DATE CHIEF ENGINEERING OFFICER STANDARD D4-07 CONTINUE DIAGONAL LINES 600' APPROACH SIDE OF REDUCED SHOULDER WIDTH AREAS THROUGHOUT REDUCED SHOULDER
WIDTH AREA ON ROADWAY AND RAMPS ~ ILLINOIS TOLLWAY AND CONCRETE MEDIAN BARRIER 25' 25' 50' TYP. A 12" DIAGONAL LINE, YELLOW (SEE NOTES NO. 1, 2 AND 5) TYP. TYP.
TRAFFIC
BEGINNING OF REDUCED 4" EDGE LINE, YELLOW A SHOULDER WIDTH 6" LANE LINE, WHITE 4" EDGE LINE, WHITE
12" DIAGONAL LINE, WHITE (SEE NOTES NO. 1, 2 AND 5) CONTINUE DIAGONAL LINES 600' APPROACH SIDE OF REDUCED SHOULDER WIDTH AREA THROUGHOUT REDUCED SHOULDER
WIDTH AREA ON ROADWAY AND RAMPS
PLAN
GENERAL NOTES:
1. DIAGONAL SHOULDER STRIPING REQUIRED WHERE THE SHOULDER WIDTH IS LESS THAN STANDARD.
2. ROADWAY MARKING MATERIALS TO BE USED ON ~ ILLINOIS TOLLWAY FINISHED CONCRETE SURFACE AND ASPHALT SURFACE SHALL BE AS SHOWN ON THE PLANS.
MEDIAN 49'-0" OUTSIDE 3. WHERE THE GUARDRAIL ENCROACHES ON THE SHOULDER SHOULDER 12'-0" 12'-0" 12'-0" 13'-0" SHOULDER THE DIAGONAL MARKINGS SHALL EXTEND AS CLOSE TO THE FACE OF THE RAIL 2" 2" 2" 2" 6" AS POSSIBLE.
4. ALL PERMANENT LANE LINES AND EDGE LINES SHALL BE GROOVED, ON ROADWAY SURFACES, UNLESS OTHERWISE NOTED.
5. DIAGONAL STRIPING SHALL BE SURFACE APPLIED.
4" SOLID YELLOW 4" SOLID WHITE (GROOVED) 6. GORE STRIPING (CHEVRON) SHALL BE SURFACE (GROOVED) 6" WHITE SKIP DASH APPLIED. (GROOVED)
7. ALL LANE LINES AND EDGE LINES SHALL BE SURFACE APPLIED ON BRIDGES.
8. PAVEMENT MARKINGS SHALL NOT BE GROOVED AT THE CASH SIDE OF MAINLINE TOLL PLAZAS OR THE OPEN ROAD TOLLING (ORT), 100' SECTION A-A CONTINUOUSLY REINFORCED CONCRETE (CRC) PAVEMENT SECTION OF MAINLINE UNDER MONOTUBES. ROADWAY AND SHOULDER STRIPING - NEW CONSTRUCTION
DATE REVISIONS
7-01-09 ADDED LINE GROOVING NOTES PERMANENT PAVEMENT 2-07-12 REVISED NOTES MARKINGS 11-01-12 REVISED EDGELINE OFFSET, REVISED NOTES
3-31-14 REVISED NOTES 7-1-2009 APPROVED DATE 3-31-16 REVISED NOTES CHIEF ENGINEER STANDARD D5-06
10" DOTTED LINE, WHITE
4" EDGE LINE, YELLOW 6" SKIP DASH ~ ILLINOIS TOLLWAY LINE, WHITE 6" DOTTED LINE, WHITE ~ ILLINOIS TOLLWAY 4" EDGE LINE, YELLOW 25' 25' 6" DOTTED LINE, WHITE 25' 25' 25' 25' 4" EDGE LINE, YELLOW 6" SKIP-DASH LANE LINE ~ ILLINOIS 4" EDGE LINE, WHITE TYP.TYP. 6" SKIP-DASH LINE, WHITE TYP.TYP. TYP.TYP. 10" SOLID LINE, WHITE TOLLWAY
RESUME RUMBLE STRIP RESUME RUMBLE STRIP
20' 20' 20' TYP. TYP. O O N N L TYP. L
Y Y '
12' 14'
'
2 4 E 1 4" EDGE 1
L 4" EDGE LINE, YELLOW P P ' P
I B I 1 LINE, WHITE 700' I E E R R M
D 2 R
' L M
T 45° P U T N T 6 B I U S E R S 1 S R M S
. 4" EDGE
' 3 E U T 0 E
N 1 0' E 1
0
I 12" CHEVRON, WHITE . R R S L ' LINE, WHITE
1
L ' ON CURVE ONLY 8
N
M B
E 1 B 0 E
I
1 M T M
T 10" EDGE LINE, WHITE 6" DOTTED LINE, 4" EDGE LINE, WHITE M U O U 10" SOLID O R N R
WHITE OMIT RPM N
4" EDGE LINE, WHITE
LINE, WHITE
. E D E D
' E N TRAFFIC N 4" EDGE LINE, YELLOW E N
12" CHEVRON, WHITE 0
I E S
1 • MILE 300' E S 10" EDGE LINE, WHITE M 10" EDGE LINE, WHITE 240' TAPER VARIABLE LENGTH (L) 12" CHEVRON, WHITE TRAFFIC 4" EDGE LINE, WHITE EXIT - SINGLE LANE RAMP 4" EDGE LINE, WHITE TRAFFIC 4" EDGE LINE, YELLOW LANE THREE TERMINATION EXIT - SINGLE LANE RAMP - LANE DROP EXIT - SINGLE LANE LOOP RAMP - PARALLEL TYPE
4" EDGE LINE, YELLOW 6" SKIP DASH LINE, WHITE 6" SKIP DASH LINE, WHITE 6" SKIP DASH LINE, WHITE ~ ILLINOIS TOLLWAY ~ ILLINOIS TOLLWAY ~ ILLINOIS TOLLWAY 25' 25' 25' 25' 25' 25' 300' 12" CHEVRON, WHITE 4" EDGE LINE, YELLOW 4" EDGE LINE, YELLOW TYP.TYP. TYP.TYP. TYP.TYP.
20' RESUME RUMBLE STRIP 20' RESUME RUMBLE STRIP 20' RESUME RUMBLE STRIP TYP. O O
N TYP. TYP.
N ' L L
Y 2 ' Y
O 1 ' 2 N L 10' MIN. 1 6 Y 1
' 4" EDGE ' 2 '
6 1
' 6 LINE, WHITE 1
P 10" EDGE ' 1 2 I
1 2
R 1 ' LINE, WHITE END RUMBLE
T 6
. . 1
10" EDGE ' ' S 6" DOTTED LINE, WHITE STRIP N 6" DOTTED N
0 0
I I
LINE, WHITE 1 1 E 1 M LINE, WHITE M L 10" EDGE LINE, WHITE B E V 12" CHEVRON, WHITE 12" CHEVRON, WHITE ARI M T A ON CURVE ONLY BLE END RUMBLE U O 6" SOLID LINE, WHITE
R 6" DOTTED LINE, N 50 10" EDGE LINE, WHITE STRIP 10" EDGE LINE, WHITE
' WHITE OMIT RPM E D TRAFFIC E N 4" EDGE LINE, WHITE 4" EDGE LINE, WHITE E S 6" SKIP DASH LINE, WHITE TRAFFIC TRAFFIC 4" EDGE LINE, WHITE 4" EDGE LINE, WHITE 4" EDGE LINE, YELLOW 4" EDGE LINE, YELLOW 4" EDGE LINE, YELLOW 4" EDGE LINE, WHITE
EXIT - TWO LANE PARALLEL RAMP EXIT - SINGLE LANE RAMP - TAPER TYPE EXIT - SINGLE LANE RAMP WITH AUX LANE - TAPER TYPE
6" SKIP DASH LINE, WHITE 12" CHEVRON, WHITE GENERAL NOTES: 6" DOTTED LINE, WHITE 4" EDGE LINE, YELLOW 6'-4" 25' 25' ~ ILLINOIS 1. RUMBLE STRIPS SHALL BE INSTALLED BETWEEN THE TOLLWAY 4" EDGE LINE, WHITE TYP.TYP. THEORETICAL GORE AND TAPER WHEN LENGTHS (L) OF "
0 AUXILIARY LANES, ACCELERATION LANES OR - '
8 DECELERATION LANES, ARE GREATER THAN 1000'.
"
20' RESUME RUMBLE STRIP 0 '
5'-9" - 2. ROADWAY MARKING MATERIALS TO BE USED ON ' 2 1 TYP. 2 FINISHED CONCRETE SURFACE AND ASPHALT SURFACE O O 3 N N ' L L
Y 2 Y SHALL BE AS SHOWN ON THE PLANS. " 1 0 P 10' MIN.
I - '
R 6" SOLID LINE, WHITE ' 8 3. ALL LANE LINES AND EDGE LINES SHALL BE GROOVED. T 2
1 S 4" EDGE LINE, YELLOW ONLY
'
2 E 1 1 4. GORE STRIPING (CHEVRON) SHALL BE SURFACE APPLIED. L ARROW & ONLY B E 10" EDGE M T U O LINE, WHITE DETAILS 5. LETTERS AND SYMBOL MARKING SHALL BE SURFACE R N
APPLIED. SHEET 1 OF 3 L/2 L/2 VAR E D I ABL
E E N E S 300' VARIABLE 300' 50' NOTE: 6. DOTTED LINES SHALL CONSIST OF 3' LINE AND 9' GAPS. TAPER LENGTH (L) PAVEMENT MARKING LETTERS 4" EDGE LINE, WHITE AND SYMBOLS-ONLY AND ARROW TRAFFIC DATE REVISIONS 6" SKIP DASH LANE LINE, WHITE ARE TO BE TYPICALLY PLACED 03-31-14 ADDED LANE REDUCTION MARKINGS AT • MILE EXIT ONLY GUIDE 3-11-2015 REVISED DETAILS, ADDED LANE-REDUCTION SIGN, AT GORE EXIT GUIDE ARROWS AND SHEET 3 PAVEMENT MARKING SIGN AND APPROXIMATELY 3-31-2016 REVISED NOTES, ADDED IPO PAVEMENT MARKING AND SHOULDER DETAIL. EXIT - TWO LANE RAMP HALFWAY BETWEEN THE TWO. RUMBLE STRIP DETAILS 3-31-2017 REVISED NOTES 7-1-2009 APPROVED DATE 3-01-2019 UPDATE DIMENSION FOR 1-LANE ENTRANCE & CHIEF ENGINEER STANDARD D6-08 ADD 1-LANE EXIT TERMINAL WITH AUX LANE 4" EDGE LINE, WHITE 4" EDGE LINE, YELLOW 10" SOLID LINE, WHITE 6" SKIP-DASH LINE, WHITE ~ ILLINOIS 4" EDGE LINE, YELLOW 25' 25' ~ ILLINOIS 4" EDGE LINE, WHITE 4" EDGE LINE, WHITE TYP.TYP. TOLLWAY 25' 25' TOLLWAY 6" DOTTED LINE, WHITE TYP.TYP. ' 5 . 2
RESUME RUMBLE STRIP 20' TYP. 1
END RUMBLE STRIP
10' MIN. 20' TYP. , ' ' P 2
6 ' I 4" EDGE LINE, WHITE 1 1
6 R
10' MIN. 1 T , S
P 12" CHEVRON,
I 10" EDGE LINE, WHITE E E R
L WHITE
16', OR 18' FOR LOOP RAMP L T B B S M
10" EDGE M 10" EDGE LINE, WHITE 4" EDGE 1
U U
E R
P LINE, WHITE R
LINE, WHITE E L I
12" CHEVRON, WHITE
T B R D E O M 1 T 4" EDGE LINE, WHITE TRAFFIC 4" EDGE N M N U
E S U TRAFFIC R E LINE, YELLOW E 4" EDGE LINE, YELLOW S
T E E E O R S M N U
WHEN LENGTH (L) IS GREATER THAN 1000'-0" E * S
PLACE ARROWS AS SHOWN, WHEN (L) IS LESS E E
R S ENTRANCE - SINGLE LANE RAMP THAN 1,000'-0" CONSULT ILLINOIS TOLLWAY 300' TAPER FOR DIRECTION. VARIABLE LENGTH (L)* WITH ADDED MAINLINE LANE
ENTRANCE - SINGLE LANE RAMP - PARALLEL TYPE 12" CHEVRON, WHITE 4" EDGE LINE, YELLOW 6" SKIP DASH LINE, WHITE 25' 25' ~ ILLINOIS TYP.TYP. TOLLWAY 4" EDGE LINE, WHITE 6" SKIP DASH LINE, WHITE 4" EDGE LINE, YELLOW 25' 25' ~ ILLINOIS TOLLWAY 4" EDGE LINE, WHITE TYP.TYP. 4" EDGE LINE, WHITE 20' TYP. ' 2 1 RESUME RUMBLE STRIP ' 10' MIN. 2
4" EDGE LINE, YELLOW 1
END RUMBLE STRIP 1 2 20' TYP. ' 1 1 10" EDGE LINE, WHITE 2 6 ,
' ' P
6" DOTTED LINE, WHITE I
10' MIN. R
1 6" DOTTED LINE, WHITE T 6 10" EDGE LINE, WHITE S E
'
(ON CURVE ONLY) L
T E G B
H L
O M
E 10" EDGE LINE, WHITE B R 4" EDGE U O M
E 1 R P R U I
LINE, WHITE 10" EDGE LINE, WHITE E R E R D
T
T T N
I E E S 4" EDGE LINE, WHITE 12" CHEVRON, C TRAFFIC O M A N U 4" EDGE LINE, YELLOW WHITE L S TRAFFIC E E E ENTRANCE - TWO LANE RAMP R S ENTRANCE - SINGLE LANE RAMP - TAPER TYPE WITH ADDED MAINLINE LANE
~ ILLINOIS TOLLWAY 4" EDGE LINE, WHITE 25' 25' 4" EDGE LINE, YELLOW 6" SKIP DASH LINE, WHITE 4" EDGE LINE, YELLOW TYP.TYP.
4" EDGE LINE, WHITE ~ ILLINOIS TOLLWAY 6" SKIP DASH LINE, WHITE 25' 25' 4'-0" 10'-0"
TYP.TYP. 6" SOLID LINE, WHITE 4" EDGE LINE, WHITE 20' TYP. D ' IR 2 EC 1 T ' O IO , " F N 10' MIN. 2
P
V 1 I 9 EW I -
1 R ' END RUMBLE STRIP 2 T 2
' " 10" EDGE LINE, WHITE S 1 0 20' TYP. 6" DOTTED 2 '
' - E ' ' 2
2 L
1 LINE, WHITE 2
1 B " 10' MIN. , 12" CHEVRON, 9 M 1 P
E 10" EDGE LINE, WHITE - I
U
WHITE 20° ' L R R
' E
2 2 1 B L/2 T
T M S
4" EDGE E E 2' O D 1 U
M GE TRAFFIC N R E
LINE, YELLOW P
P U A O 6" DOTTED LINE,
F I
V L E EM 5'-9" S R D E 12" CHEVRON, B NT WHITE 4" EDGE E E T N M 1 R S
WHITE E S U 2'-0" 9'-0" 8'-0" 10" EDGE LINE, LENGTH VARIES LINE, WHITE R H E ENGT
10" EDGE LINE, L WHITE T E RIES O
WHITE A M V N U LANE-REDUCTION ARROW E 4" EDGE LINE, YELLOW S
E E ENTRANCE - TWO LANE PARALLEL RAMP
RIGHT LANE-REDUCTION ARROW SHOWN. R S SHEET 2 OF 3 4" EDGE LINE, WHITE USE MIRROR IMAGE FOR LEFT LANE. TRAFFIC
ENTRANCE - TWO LANE RAMP
PAVEMENT MARKING SEE SHEET 1 IN AND SHOULDER THIS SERIES FOR RUMBLE STRIP DETAILS 7-1-2009 GENERAL NOTES. APPROVED DATE CHIEF ENGINEER STANDARD D6-08 R E D " L "
8 U 6 2 1 4' 16' 10' O H S SHOULDER PAVEMENT SHOULDER ° LONGITUDINAL JOINT 0 9
T SEE DETAIL A N E DIRECTION OF M
E TRAFFIC V A
2" 2" P LONGITUDINAL JOINT R E D L
4" EDGE LINE, 4" EDGE LINE, U O
SOLID YELLOW, SOLID WHITE H S (GROOVED) RAMP-1 LANE (GROOVED)
TYPICAL PLAN VIEW 24' MAINLINE PAVEMENT
7" | 1" 4' 12' 12' 10' TYP. SHOULDER LANE LANE SHOULDER B "
1 A A
•" MIN. |
" . . †" MAX. 6 X 2" N 1 I A 7" | 1" M M " 2"
2" 1 " " B • | † "
2 1 " 12" 6 1 TYP.
4" EDGE LINE, 4" EDGE LINE, 12" R LONGITUDINAL JOINT SOLID YELLOW, 6" SKIP DASH LINE, SOLID WHITE (GROOVED) WHITE (GROOVED) (GROOVED) SECTION A-A SECTION B-B PLAN DETAIL A
ASPHALT SHOULDER RAMP-2 LANES RUMBLE STRIP DETAILS
5"| 1" TYP. B
" A A
‚" MIN. 1
|
…" MAX. " 4' 18' 10' 6 1
SHOULDER PAVEMENT SHOULDER " 1
5"| 1" | B " "
12" R 2 6 1
‚" MIN. 1
…" MAX. LONGITUDINAL JOINT 12" TYP. 2" 2" SECTION A-A SECTION B-B PLAN DETAIL A
CONCRETE SHOULDER
4" EDGE LINE, 4" EDGE LINE, RUMBLE STRIP DETAILS SOLID YELLOW, SOLID WHITE
(GROOVED) (GROOVED) EDGE LINE LOOP RAMP
8'-0" 32'-0" 8'-0" SHEET 3 OF 3 S " " Y S 9 0 L - -
A ~ LANE ' ' N 5 9 P O
I
EDGE LINE PAVEMENT MARKING SEE SHEET 1 IN AND SHOULDER THIS SERIES FOR RUMBLE STRIP DETAILS 7-1-2009 IPO LANE PAVEMENT MARKING GENERAL NOTES. APPROVED DATE CHIEF ENGINEER STANDARD D6-08 PLANTING NOTES:
1. MARK THE LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE BEGINNING WORK. REPORT ANY CONFLICTS TO THE ENGINEER IMMEDIATELY FOR RESOLUTION.
TREE TREE 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UNDERGROUND, SURFACE AND
APPROVED OVERHEAD UTILITIES REGARDLESS OF LOCATION OR LACK OF LOCATION ON PLANS. TREE STRAP 3. PLANTING PLANS ARE DIAGRAMMATIC. PLANT LOCATIONS SHALL BE REVIEWED BY THE CONTRACTOR AND ENGINEER AND WIRE GUY, OR ILLINOIS TOLLWAY LANDSCAPE ARCHITECT AND ADJUSTED IN THE FIELD AS NECESSARY PRIOR TO PLANTING. LOOSELY TIED APPROVED TREE STRAP 4. TREES SHALL BE LOCATED CLEAR OF ROADWAY PAVEMENT EDGES, FIFTY (50) FEET MINIMUM. TYP. BRACING IN WIRE GUY, LOOSELY TIED ACCORDANCE WITH THE TREE WRAPPING 5. TREE AND SHRUB PLANTINGS SHALL NOT BLOCK ACCESS TO GATES IN FENCES, HYDRANTS ON NOISE WALLS, OR STANDARD SPECIFICATIONS 4" MULCH LAYER, KEEP TREE WRAPPING OTHER SERVICE ACCESS DOORS. (3 EQUALLY SPACED APPROVED POST 2 INCHES CLEAR OF AROUND TREE) APPROVED POST TYP. BRACING IN TRUNK 6. TREES PLANTED IN TURF AREAS SHALL BE LOCATED TEN (10) FEET MINIMUM CLEAR FROM THE EDGE OF PLANTINGS ACCORDANCE WITH THE EXISTING 4" MULCH LAYER, KEEP 2 BEDS. STANDARD SPECIFICATIONS GRADE 12" MIN. INCHES CLEAR OF TRUNK (3 EQUALLY SPACED 7. TO AVOID POTENTIAL CONFLICTS, TREES AND SHRUBS SHALL BE OFFSET FROM UTILITIES A MINIMUM OF TEN (10) X. EARTH REMOVE BINDINGS, AROUND TREE) A M E, FEET AND ANY ADDITIONAL CLEARANCE REQUIRED BY UTILITY COMPANIES. ADDITIONALLY, TREES SHALL BE LOCATED SAUCER BURLAP AND OP SL EARTH SAUCER RIM 1' 1 TEN (10) FEET MINIMUM CLEAR FROM FENCES, WALLS, BRIDGES, AND OTHER STRUCTURES. THIS DISTANCE SHALL BE SHALL BE CONTAINERS (SEE NOTES) 3: SHALL BE LEVEL MIN. INCREASED, PER THE PROJECTED MATURE TREE CANOPY SIZE, TO PREVENT OVERHANGING LIMBS ON HIGHWAYS AND LEVEL EXISTING . BRIDGES.
" FINISHED GRADE X
4 A SOIL M
1 S : E ,
1 ROOTBALL E 8. THE VERTICAL CLEAR DISTANCE BETWEEN DITCH BOTTOMS, PLANTINGS AND PLANTING BEDS SHALL BE THREE (3) FEET P E O I P ROOTBALL S L L R O REMOVE BINDINGS, MINIMUM AND NINE (9) FEET MINIMUM HORIZONTAL DISTANCE FOR DITCHES LESS THAN THREE (3) FEET DEEP. O S L A S P 1 BURLAP AND E : V 1 :1 2 EXISTING CONTAINERS (SEE 9. PERFORM PERCOLATION TESTS WITHIN PLANTING AREAS, - ONE TEST PER AREA OR 1000 SF OF PLANTING BED. MAX.
SOIL " PREPARED NOTES) EXCAVATE A 12 INCH X 12 INCH X 12 INCH PIT AND FILL WITH WATER. RECORD THE PER HOUR RATE OF WATER 4 " BACKFILL DISPERSAL FROM THE PIT. IF PERCOLATION IS LESS THAN 2 INCHES PER HOUR, CONTACT THE ENGINEER FOR 8 1 FURTHER INSTRUCTIONS. RELOCATE PLANTINGS AS INSTRUCTED BY THE ENGINEER. RESTORE PIT TO SURROUNDING
PREPARED TOP OF ROOTBALL CONDITION. BACKFILL SHALL BE 1 INCH 12" TYP. ABOVE THE 10. PRUNING SHALL ONLY BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS. IMPROPERLY PRUNED PLANTING WILL BE
3X ROOTBALL DIAMETER, MIN. ADJACENT GRADE. REJECTED AND REPLACEMENTS WILL IMMEDIATELY BE MADE BY THE CONTRACTOR.
DECIDUOUS TREE PLANTING DETAIL STEEP SLOPE PLANTING DETAIL 11. SCARIFY THE SIDES OF PLANTING PITS TO LOOSEN SOIL PRIOR TO PLANTING.
12. WHEN INDICATED ON PLANS, TREE WRAPPING SHALL BE INSTALLED ON ALL DECIDUOUS TREES TO PROTECT FROM DEER AND RODENT DAMAGE. WRAPPING SHALL BE ANCHORED TO GROUND AND EXTEND UP TO LOWEST BRANCH. 3' MINIMUM WRAPPING PLACEMENT SHALL NOT BEAR AGAINST OR INHIBIT GROWTH OF TRUNK OR LOWEST BRANCH. TO EDGE OF MULCH BED 13. TOP OF ROOT BALL SHALL BE APPROXIMATELY ONE (1) INCH ABOVE ADJACENT FINISHED GRADE. REMOVE DEBRIS AND SHRUB TREE MULCH FROM AROUND ROOT COLLAR. REMOVE BINDINGS,
APPROVED TREE STRAP BURLAP AND 14. SHRUB PLANTINGS, UNLESS OTHERWISE NOTED, SHALL BE PLANTED IN MULCHED BEDS. THE EDGE OF THE MULCHED CONTAINERS (SEE BEDS SHALL EXTEND A MINIMUM OF THREE (3) FEET BEYOND THE CENTERS OF THE PERIPHERAL PLANTS IN THE BED. WIRE GUY, LOOSELY TIED NOTES) THE EDGE OF THE MULCHED BED FOR SHRUB PLANTINGS ADJACENT TO A WALL, FENCE, GUARDRAIL, OR OTHER FIXED
APPROVED POST FINISHED 4" MULCH LAYER, KEEP 2 OBJECT SHALL EXTEND TO THE OBJECT. THE PERIPHERAL PLANTS IN THE BED SHALL BE PLANTED FIVE (5) FEET GRADE INCHES CLEAR OF TRUNK CLEAR OF THE OBJECT. WHEN A TREE IS LOCATED IN A SHRUB BED, THE MINIMUM DISTANCE BETWEEN THE TREE TYP. BRACING IN AND THE ADJACENT SHRUB SHALL BE SIX (6) FEET. ACCORDANCE WITH ROOTBALL THE STANDARD SPADED CULTIVATE PLANTING BED 15. ALL FACILITIES AND LANDSCAPE AREAS ON AND OFF SITE DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO SPECIFICATIONS EDGE TO A 12" MINIMUM DEPTH ORIGINAL CONDITION. (3 EQUALLY SPACED 6" MIN. PREPARED BACKFILL AROUND TREE) 16. ALL TREE SUPPORTS INCLUDING STAKES AND GUY WIRES, BRACING STRAPS AND ANCHORS SHALL BE REMOVED AFTER 6" MIN. EXISTING SOIL 4" MULCH LAYER, KEEP 2 ONE (1) YEAR OR AS DIRECTED BY THE ENGINEER. INCHES CLEAR OF TRUNK 17. REMOVE ALL BINDING MATERIALS, CONTAINERS, AND MARKING TAPES FROM PLANTINGS PRIOR TO BACKFILLING. 12" MIN. SHRUB PLANTING DETAIL EARTH SAUCER RIM REMOVE SYNTHETIC BURLAP ENTIRELY, REMOVE NATURAL BURLAP, TWINE, AND WIRE BASKETS FROM THE TOP HALF OF SHALL BE LEVEL ROOT BALLS. THE LOWER HALF OF NATURAL BURLAP SHALL BE FOLDED TOWARD THE BOTTOM OF THE ROOT BALL. " 4
S 18. PLANTINGS SHALL BE INSTALLED PLUMB WITH THE BEST SIDE FACING THE PRIMARY VIEWING DIRECTION. 1 E : ROOTBALL E
I 1 P O FINISHED GRADE EDGE OF PLANTING BED R S L L A S O 19. PLANTS SHALL COMPLY WITH ANSI Z60.1. LATEST EDITION, AND SHALL BE WELL FORMED WITH FULL FOLIAGE MASS. V P :1 EXISTING SOIL TYP. SPACING, SEE E 1 PLANTS SHALL BE HEALTHY, VIGOROUS, FREE OF DISEASE, INSECT PESTS AND THEIR EGGS. BASIS OF PLANT PLANTING SCHEDULE PREPARED BACKFILL REJECTION INCLUDES BUT IS NOT LIMITED TO: PLANT IS MORE THAN 10% DEAD, ROOT BOUND, IMPROPERLY PRUNED, " 4
" EXHIBITS DISPROPORTIONAL GROWTH PATTERN OR DOES NOT MEET SPECIFIED SIZE REQUIREMENTS.
8 REMOVE BINDINGS, . .
1 Q Q
12" TYP. BURLAP AND E E
W 20. DO NOT DISTURB OR DAMAGE ROOT BALL WHEN PLANTING. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING
CONTAINERS (SEE O
L PLANTING PITS. WHEN PIT IS HALF FULL OF SOIL, LIGHTLY TAMP, WATER THOROUGHLY. ADD REMAINING SOIL AND
NOTES) E
B WATER FURTHER UNTIL SOIL IS COMPLETELY CONSOLIDATED AND NO MORE WATER IS ABSORBED. 3X ROOTBALL DIAMETER, MIN.
PLANT, TYP. E T 21. PREPARED BACKFILL SHALL CONSIST OF EQUAL PARTS TOPSOIL, COMPOST AND EXISTING SITE SOIL SUITABLE FOR O
EQ. N PLANT GROWTH. TOPSOIL SHALL COMPLY WITH SECTION 211 OF THE SPECIFICATIONS. EVERGREEN TREE PLANTING DETAIL E
PLAN E NOTES: S 22. THE CONTRACTOR SHALL COMPLETE FORM A-37 TO DOCUMENT MILESTONE DATES ASSOCIATED WITH PLANT INSTALLATION AND ESTABLISHMENT AS OFFSET OF PLANTS FROM EDGE OF PLANTING AREA SHALL BE EQUAL REQUIRED BY THE ILLINOIS TOLLWAY. TO HALF OF THE PLANT SPACING REQUIREMENT FOR EACH PLANT
SPECIES AS SHOWN IN THE PLANTING SCHEDULE, OR 3' MINIMUM, UNLESS DATE REVISIONS OTHERWISE INDICATED. 02-07-12 REVISED POST BRACING DETAIL LANDSCAPE PLANTING 03-31-16 REVISED MULCH LAYER THICKNESS DETAILS AND PLANTING NOTES
SHRUB AND GROUNDCOVER SPACING DETAIL 3-01-2018 REVISED ALL DETAILS AND NOTES. 2-7-2012 APPROVED DATE 3-01-2019 REVISED ALL DETAILS AND NOTES. CHIEF ENGINEERING OFFICER STANDARD D7-04
25'-0" 7'-6" 10'-0" 7'-6" 25'-0' 25'-0" 12'-6" 12'-6" 25'-0" 3'-0" 4'-6" 4'-6" 3'-0"
TRAFFIC TRAFFIC TRAFFIC *
PAVEMENT MARKING PAVEMENT MARKING PAVEMENT MARKING ONE-WAY CRYSTAL MARKER ONE-WAY CRYSTAL MARKER ONE-WAY CRYSTAL MARKERS WHITE STRIPE (TYPICAL) WHITE STRIPE (TYPICAL) WHITE STRIPE (TYPICAL) 1 EACH AT 50' CENTERS 2 EACH AT 100' CENTERS 1 EACH AT 48' CENTERS
MARKER TO BE INSTALLED WHEN LENGTHS DETAIL A * DETAIL B OF AUXILIARY LANES ARE GREATER THAN 1000'. DETAIL C
TYPICAL LANE DROP 2 EACH AT 100' CENTERS 1 EACH AT (CRYSTAL) 50' CENTERS SHOULDER (CRYSTAL)
DETAIL B
SHOULDER P.C.
DETAIL A P. 600' T.
TYPICAL TANGENT TYP ICAL CU RVE 60 0'
MAINLINE
RAISED PAVEMENT LANE MARKER DETAILS
NOTES:
1. USE OF RAISED PAVEMENT LANE MARKERS SHALL BE IN ACCORDANCE WITH THE IL TOLLWAY, ROADWAY SIGNING AND PAVEMENT MARKING GUIDELINES.
2. FOR COLLECTOR-DISTRIBUTOR (C-D) ROADWAYS, PLACE ONE-WAY CRYSTAL MARKER, 2 EACH AT 100' CENTERS. USE DETAIL A.
3. FOR MULTI LANE DIRECTIONAL RAMPS, PLACE ONE-WAY CRYSTAL MARKER, 1 EACH AT 50' CENTERS. USE DETAIL B. DATE REVISIONS REVISED DETAIL C. RAISED PAVEMENT 4. FOR AUXILIARY LANES, PLACE ONE-WAY CRYSTAL 11-01-2012 3-31-2016 REVISED NOTES 1. LANE MARKER MARKER, 1 EACH AT 48' CENTERS. USE DETAIL C. 3-01-2019 ADDED NEW NOTE 1
7-1-2009 APPROVED DATE CHIEF ENGINEERING OFFICER STANDARD D8-03