SUMMARY OF QUANTITIES

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2 SUMMARY OF QUANTITIES S.P. ITEM NO. CODE NUMBER ITEM UNIT TOTAL EARTH EXCAVATION CU. YD CHANNEL EXCAVATION CU. YD FURNISHED EXCAVATION CU. YD TRENCH BACKFILL CU. YD GEOTECHNICAL FABRIC FOR GROUND STABILIZATION SQ. YD SEEDING, CLASS 3 ACRE NITROGEN FERTILIZER NUTRIENT POUND PHOSPHORUS FERTILIZER NUTRIENT POUND POTASSIUM FERTILIZER NUTRIENT POUND MULCH, METHOD 2 ACRE EROSION CONTROL BLANKET SQ. YD. 2, TEMPORARY EROSION CONTROL SEEDING POUND 50 * TEMPORARY DITCH CHECKS FOOT PERIMETER EROSION BARRIER FOOT INLET AND PIPE PROTECTION EACH STONE RIPRAP, CLASS A5 SQ. YD FILTER FABRIC SQ. YD SUB-BASE GRANULAR MATERIAL TYPE A CU. YD BITUMINOUS MATERIALS (PRIME COAT) GALLON AGGREGATE (PRIME COAT) TON HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT SQ. YD HOT MIX ASPHALT BINDER COURSE, IL 12.5, N50 TON HOT MIX ASPHALT SURFACE COURSE, MIX "C", N50 TON PORTLAND CEMENT CONCRETE BRIDGE APPROACH PAVEMENT SQ. YD BRIDGE APPROACH PAVEMENT CONNECTOR (FLEXIBLE) SQ. YD PAVEMENT REMOVAL SQ. YD HOT-MIX ASPHALT SURFACE REMOVAL - 3" SQ. YD DRIVEWAY PAVEMENT REMOVAL SQ. YD PAVED SHOULDER REMOVAL SQ. YD REMOVAL OF EXISTING STRUCTURES EACH PIPE CULVERT REMOVAL FOOT STRUCTURE EXCAVATION CU. YD FLOOR DRAINS EACH CONCRETE STRUCTURES CU. YD CONCRETE SUPERSTRUCTURE CU. YD BRIDGE DECK GROOVING SQ. YD CONCRETE ENCASEMENT CU. YD PROTECTIVE COAT SQ. YD FURNISHING AND ERECTING STRUCTURAL STEEL L SUM STUD SHEAR CONNECTORS EACH 1, REINFORCEMENT BARS, EPOXY COATED POUND 69, BAR SPLICERS EACH FURNISHING STEEL PILES HP10X2 FOOT DRIVING PILES FOOT TEST PILE STEEL HP10X2 EACH NAME PLATES EACH ANCHOR BOLTS, 1" EACH METAL END SECTIONS, 2" EACH A0229 PIPE CULVERTS, CLASS A, TYPE 1, 2" FOOT GEOCOMPOSITE WALL DRAIN SQ. YD CONCRETE HEADWALLS FOR PIPE DRAINS EACH TRAFFIC BARRIER TERMINAL, TYPE 6 EACH * TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT EACH GUARDRAIL REMOVAL FOOT WOVEN WIRE FENCE, ' FOOT MOBILIZATION L SUM 1 * TRAFFIC CONTROL AND PROTECTION L SUM EPOXY PAVEMENT MARKING - LINE " FOOT 1, GUARDRAIL MARKERS, TYPE A EACH TERMINAL MARKER - DIRECT APPLIED EACH * 61 X POROUS GRANULAR EMBANKMENT, SPECIAL TON 233 * 62 Z ASBESTOS BEARING PAD REMOVAL EACH 2 * 63 Z FENCE REMOVAL FOOT 216 * 6 Z00630 PIPE UNDERDRAINS FOR STRUCTURES " FOOT 10

3 EARTHWORK SUMMARY EARTH EARTH EXCAV EMBANKMENT EARTHWORK FURNISHED WASTE COMMENTS EXCAVATION ADJ FOR BALANCE EXCAVATION LOCATION SHRINKAGE (+) OVERAGE STA SIDE (25%) (-) SHORTAGE CU YD CU YD CU YD CU YD CU YD CU YD ROADWAY TO 2+2 LT/RT TO 26+5 LT/RT TOTALS SEEDING / TEMPORARY EROSION CONTROL SEEDING PERMANENT SEEDING FERTILIZER NUTRIENTS (NOTE 1) LOCATION TEMP EROS MULCH STA SIDE CL 3 NITROGEN PHOSPHORUS POTASSIUM CONTR SEED METHOD 2 ACRE POUND POUND POUND POUND ACRE TO 2+28 LT TO 2+28 RT TO 2+79 LT TO 2+79 RT TO LT TO RT CHANNEL EXCAVATION (SEE CHANNEL CROSS SECTIONS) TOTALS STATION AREAS (SQ FT) VOLUMES (CU FT) CUMULATIVE VOLUMES (CU YD) CUT FILL CUT FILL CUT FILL PERMANENT PAVEMENT MARKING EPOXY PAVEMENT MARKING LOCATION " SOLID " SKIP DASH STA SIDE YELLOW WHITE YELLOW WHITE FOOT FOOT FOOT FOOT TO CL TO EDGE TO EDGE 31 TOTALS NOTES: 1. TEMPORARY SEEDING QUANTITY IS 1 TIMES THE PERMANENT SEEDING ACREAGES. TEMPORARY EROSION CONTROL SYSTEMS LOCATION PERIMETER INLET AND EROS CONTR TEMP DITCH STA SIDE EROS BARRIERPIPE PROTECT BLANKET CHECKS FOOT EACH SQ FT FOOT TO 2+0 LT TO 2+0 RT TO LT TO RT TOTALS ,18 60 PAVEMENT SCHEDULE HMA CONCRETE SUB-BASE GEOTECH BIT BIND CSE SURF CSE LOCATION GRAN MATL FABRIC FOR MATLS AGG IL-12.5 N50 MIX "C" N50 STA SIDE TY A GROUND STAB (PR CT) (PR CT) Varies 1 1/2" CU YD SQ YD GAL TON TON TON PAVEMENT REMOVAL HMA SURF HMA SURF PAVED LOCATION REM - REM PVMT SHLD STA SIDE BUTT JT 3" REM REM SQ YD SQ YD SQ YD SQ YD TO LT&RT TO LT TO 23+0 RT TO LT/RT TO LT/RT TO LT/RT COMMENTS TO LT/RT TO LT/RT TO LT/RT TO LT/RT TO LT TO RT TO LT TO RT TOTALS NOTES: 1. ALSO SEE ENTRANCE SCHEDULE. NOTES: 1. ALSO SEE ENTRANCE SCHEDULE FOR ADDITIONAL REMOVALS. STEEL PLATE BEAM GUARDRAIL LOCATION GUARDRAIL TRAFFIC BARRIER TERMINAL ENTRANCE SCHEDULE REMOVALS HMA ENTRANCES EXIST TOTAL DRIVEWAY SUB-BASE BIND CSE SURF CSE BIT LOCATION DESCRIPTION WIDTH PAVT AREA PVMT GRAN MATL IL-12.5 N50 MIX "C" N50 MATLS STA SIDE TYPE (PROP) REM TY A, 9" Varies 1 1/2" (PR CT) FT SQ YD SQ YD SQ YD TON TON GALLON RT PE 21 HMA LT PE 16 HMA LT FE 1 HMA TOTALS NOTES: 1. ALSO SEE PAVEMENT SCHEDULE. COMMENTS TYPE 1 MARKER GUARDRAIL MARKERS (SPL) TYPE 6 DIRECT STA SIDE REMOVAL TY A TANGENT APPLIED FOOT EACH EACH EACH EACH TO 2+23 LT TO 2+09 RT TO LT TO RT 92 * TO 2+1 LT TO 2+00 RT TO LT TO RT TOTALS * NOTES: THIS TERMINAL SHORTENED BY 1 SECTION (6.25 FT)

4 ve h A 85t 5 1 CLOSED CONSTRUCTION AHEAD AHEAD ROAD DETOUR W20-3 W20-I103 M-9 8" x 8" 8" x 8" 30" x 2" TURKEY HOLLOW ROAD TURKEY HOLLOW ROAD CLOSED AT 85TH AVENUE CLOSED AT 92ND AVENUE W DETOUR ON 92ND AVENUE W DETOUR ON 13TH AVENUE W 60" x 30" 60" x 30" ROAD TURKEY HOLLOW ROAD TURKEY HOLLOW ROAD TURKEY HOLLOW DETOUR ROAD TURKEY HOLLOW ROAD TURKEY HOLLOW ROAD ROAD CLOSED CLOSED AT 85TH AVENUE LOCAL TRAFFIC ONLY DETOUR ON 78TH AVENUE W R " x 30" CLOSED AT 85TH AVENUE DETOUR ROAD DETOUR ON RIDGEWOOD ROAD CLOSED 30" x 8" 6 R11-2 M-9 8" x 30" 30" x 2" " x 30" 60" x 30" KEYED SIGNS All signs layout, background, lettering shall be according to ILDOT Highway Standards and MUTCO last edition All signs shall be mounted on post according to ILDOT Highway Standards and MUTCD last edition. 3. The bridge closure shall be according to ILDOT Standard BLR TURKEY HOLLOW ROAD DETOUR ROUTE FILE NAME = DESIGNED JLM REVISED - CHECKED JBF REVISED - PLOT SCALE = DRAWN PAR REVISED - PLOT DATE DATE REVISED - USER NAME = = All signs shall be in place prior to closing road. DETOUR ROUTE F.A.S. RTE. SECTION COUNTY BR ROCK ISLAND SN PH(309) ROCK ISLAND, ILLINOIS FAX(309) SHEET NO. OF 30 TOTAL SHEET SHEETS NO. 30 CONTRACT NO. ILLINOIS FED. AID PROJECT

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31 Silt fence Wood post or fabric. metal stake. Silt fence Wood post or fabric. metal stake. Place end-post (stake) of first silt fence adjacent to end-post (stake) of second silt fence with fabric positioned as swown. Top of bank. Securing pin. 6 (150) B 12 (300) 36 (91) max. Securing pin. Sheet flow Bale stakes STEP 1 Filter fabric. B ELEVATION * When the ditch check is within the PLAN clear zone and the road is open to traffic, the traffic approach slope Rotate posts (stakes) together 180^ clockwise and drive both posts (stakes) 18 (50) into ground. Coarse aggregate. 12 (300) 12 (300) of the aggregate shall be 1: (V:H). Riprap 6 (150) max. exposure Bale ties Flow STEP 2 ATTACHING TWO SILT FILTER FENCES (Not applicable for J-hooks) J-hook J-hook Sheet flow Bottom of ditch. Securing pin. Sheet flow 12 (300) Filter fabric. 1 2* 12 (300) 2* 1 1 SECTION B-B AGGREGATE DITCH CHECK 1 Filter fabric. 12 (300) 6 (150) Securing pin. 2 (600) ELEVATION HAY OR STRAW BALES AS A PERIMETER EROSION BARRIER 3 (75) embedment A 200 (60 m) 5 (1.5 m) Wood or metal stake SILT FILTER J-HOOK PLACEMENT Fence fabric Sheet flow 6 (150) (1.2 m) Wood post or metal stake (typical). Excavate and backfill 18 (50) A trench to secure fabric when not machine-sliced. Continuous fence fabric. ELEVATION SECTION A-A GENERAL NOTES The installation details and dimensions shown for perimeter erosion barriers SILT FILTER FENCE AS A shall also apply for inlet and pipe protection. PERIMETER EROSION BARRIER All dimensions are in inches (millimeters) Place posts (stakes) unless otherwise shown. Illinois Department of Transportation PASSED January 1, 2010 ENGINEER OF POLICY AND PROCEDURES APPROVED January 1, 2010 ENGINEER OF DESIGN AND ENVIRONMENT ISSUED J-HOOK adjacently and bind at top with wire. DATE REVISIONS Added J-hooks, added Two Fence attachment detail, mod. ditch check. Switched units to English (metric) and rev. silt filter fence. TEMPORARY EROSION CONTROL SYSTEMS STANDARD (Sheet 1 of 2)

32 Flow Tie down stakes Silt filter fence Manhole with open grate Flow Flow Flow Flow Bale ties Spacers Flow Silt filter fence Straw or hay bales Flow Spacers Flow Straw or hay bales or rolled excelsior INLET AND PIPE PROTECTION 12 (300) 20 (6.0 m) to 30 (9.0 m) Flow? Ditch Outlet type as directed by Engineer. 8 (2. m) Flow Upside ditch Ground line prior to excavation Downside ditch Final excav. limits Temporary or finished Temporary toe ditch Final embankment limits Temporary toe ditch Final ditch 2 (600) to slope 6 (1.8 m) The performance of the basin will improve if put into a series. The long dimension should be parallel with the direction of the flow. Accumulated silt shall be removed anytime the basins become 75% filled. TYPICAL CUT CROSS-SECTION TYPICAL FILL CROSS-SECTION ELEVATION PLAN TEMPORARY DITCHES FOR CUT & FILL SECTIONS SEDIMENT BASIN Illinois Department of Transportation TEMPORARY EROSION PASSED January 1, 2010 ENGINEER OF POLICY AND PROCEDURES APPROVED January 1, 2010 ENGINEER OF DESIGN AND ENVIRONMENT ISSUED CONTROL SYSTEMS STANDARD (Sheet 2 of 2)

33 Bridge Approach Limit of bridge approach pavement connector NEW CONSTRUCTION Shoulder Longitudinal Construction Joint Approach Footing } Approach Footing G G Reinforcement 100-0" (30 m) Unless otherwise specified CRC or Flexible Pavement* Longitudinal Sawed Joint 15 (380) Bridge approach Preformed joint seal PCC 10-0 (3 m) max. variable slope (100) Stabilized subbase t New pavement Improved subgrade, see roadway plans. 36 (900) 12 (300) 2 (600) Shoulder SECTION G-G - RIGID PAVEMENT Longitudinal Construction Joint PLAN - WITH SKEW Rigid Pavement only: Bridge approach Approach Footing Wide Flange Beam Terminal Joint (See DETAIL AT BEAM - Standard or 21106) or 2 (50) Trans. Exp. Joint as detailed on Standard See DETAIL A 10-0 (3 m) max. variable slope Bridge Approach 15 (380) Hot mix asphalt t New pavement Shoulder Improved subgrade, see roadway plans. CRC or Flexible Pavement* 36 (900) 2 (600) Approach Footing 100-0" (30 m) Unless otherwise Longitudinal Construction Joint Approach Footing specified SECTION G-G - FLEXIBLE PAVEMENT GENERAL NOTES G G Longitudinal Sawed Joint THICKNESS-"t"=Thickness of Pavement. See Standard for reinforcement details not shown. See Standard for joint details not shown. Reinforcement (56) See plans for details of bridge approach, approach footing and preformed joint Shoulder seal. All dimensions are in inches (millimeters) unless otherwise shown. Longitudinal Illinois Department of Transportation January 1, APPROVED 2010 ENGINEER OF POLICY AND PROCEDURES January 1, APPROVED 2010 ISSUED PLAN - WITHOUT SKEW * Omit Reinforcement, tie bars and Long. sawed Jt. for Flexible Pavement. Construction Joint Limit of bridge approach pavement connector DETAIL A DATE REVISIONS Added reference to improved subgrade. Completely revised std. Moved reinf. and details to base sheet. BRIDGE APPROACH PAVEMENT CONNECTOR STANDARD (Sheet 1 of 2) ENGINEER OF DESIGN AND ENVIRONMENT

34 EXISTING CONSTRUCTION 10-0" (3 m) max. Bridge Approach 6-0" (1.8 m) Preformed joint seal variable slope Existing Shoulder Bridge approach } Approach Footing Longitudinal Sawed Joint G G 9 (230) Constr. Jt. skewed as Bridge Appr. Pavt. Existing PCC Pavement No. 10 x 18 (No. 32 x 60) tie bars at 12 (300) cts. 9 (230) Pay Width of pcc bridge approach pavement connector 15 (380) Approach Footing Proposed PCC Connector Pavt. 36 (900) 12 (300) 2 (600) Existing PCC Pavement t Existing Subbase No. 10 x 18 (No. 32 x 60) tie bars set in non-shrink grout at 12 (300) cts. Match Existing Subbase Longitudinal Sawed Joint or Longitudinal Construction Joint SECTION G-G - RIGID PAVEMENT BRIDGE APPROACH PAVEMENT CONNECTOR (PCC) 10-0" (3 m) max. variable slope Bridge Approach 6-0" (1.8 m) See DETAIL A Existing Shoulder Bridge approach Proposed Flexible Pavt. Connector Existing Flexible Pavement } Approach Footing G G Existing Flexible Pavement Pay Width of flexible bridge approach pavement connector 15 (380) Approach Footing Hot mix asphalt 36 (900) 2 (600) t Existing Shoulder (6) SECTION G-G - FLEXIBLE PAVEMENT BRIDGE APPROACH PAVEMENT CONNECTOR (FLEXIBLE) Illinois Department of Transportation DETAIL A BRIDGE APPROACH January 1, APPROVED 2010 ENGINEER OF POLICY AND PROCEDURES January 1, APPROVED 2010 ENGINEER OF DESIGN AND ENVIRONMENT ISSUED PAVEMENT CONNECTOR STANDARD (Sheet 2 of 2)

35 Name Plate 6 (150) NAME PLATE 9 (225) 6 (150) Name Plate 9 (225) FOR MULTI-SPAN CULVERTS (Unless otherwise noted on the plans, name plates are not required for stuctures less than 20 (6.1 m) in length) FOR PARAPET AND END POST MOUNTED FOR PARAPET (When Dog Ear Wing is used) Braze to diagonal about 5-0" (1.5 m) NAME above bridge deck PLATE For column type piers, ~ of 1 = Place on back side of 12 (300) rail. column nearest approaching traffic. For solid piers, 3-0" from end of pier closest to approaching traffic. Name Plate ~ Rail 2 = 9 (225) to 36 (900) max. Space to miss rail post. -0" above crown of roadway elevation. 1 Name Plate FOR PIERS ON FAI ROUTES 2 FOR STEEL RAILS FOR TRUSSES GENERAL NOTES On one-way traffic structures, place name plate on right side of approach end. On two-way traffic structures, place name plate on right side of approach end while looking in the direction of increasing stationing. All dimensions are in inches (millimeters) unless otherwise shown. Illinois Department of Transportation DATE REVISIONS Switched units to NAME PLATE APPROVED January 1, ENGINEER OF BRIDGES AND STRUCTURES APPROVED January 1, 2009 ENGINEER OF DESIGN AND ENVIRONMENT ISSUED English (metric). Added pier detail. Remove Placing: note on sht. 2. Added Braze to diag. note on sht. 1. FOR BRIDGES STANDARD (Sheet 1 of 2)

36 APPROVED Illinois Department of Transportation ENGINEER OF BRIDGES AND STRUCTURES APPROVED January 1, January 1, ENGINEER OF DESIGN AND ENVIRONMENT ISSUED A SEE DESIGN PLANS FOR LETTERING A Center of (12) dia. holes for bolts when required 15 (380) NOTE Border and lettering: Raised (3), square cut and not tapered. (13) R (13) (13) 7 (181) Lettering for 5 Lines 6 Lines 7 Lines (3) (8) (11) (3) (8) (11) (3) (8) SECTIONS A-A (11) NAME PLATE FOR BRIDGES (Sheet 2 of 2) STANDARD (7) (16) (8) (13) (16) (16) (10) (13) (13) (16) (16) (16) (13) (13) (13) (16) (16) (16) (13) (13) 9 (233) (13) (16) 8 (206) (16) (16) (13) (13) (13) (16) (16) 16 () (13) (13) 13 () (16) (16) 16 () (13) (13) (13) (16) (16) (16) (10) (8) (7)

37 Edge of pavement Edge of shoulder and guardrail extruder head A 50-0 (15.2 m) 50:1 Taper (pay limits) 37-6 (11. m) length of need 6:1 Taper Slope 1:10 or flatter -0" (1.2 m) 10-0" (3.0 m) A 25-0" (7.6 m) Length of need point set by manufacturer instructions 6:1 Taper 2-0" (610) SHOULDER WIDENING TRANSITION FOR TANGENT TERMINAL Top of rail 31 (787) Edge of paved shoulder 2 (50) Top of tube Ground line, slope 1:10 or flatter Slope 1:2 max. (if fill height exceeds 5-0 (1.5 m) use 1:3 max.) 1: desirable GENERAL NOTES 50:1 Taper required so the guardrail head will not encroach on the shoulder. All slope ratios are expressed as units of vertical displacement to units of horizontal displacement (V:H). All dimensions are in inches (millimeters) unless otherwise shown. PASSED Illinois Department of Transportation ENGINEER OF POLICY AND PROCEDURES APPROVED January 1, January 1, ENGINEER OF DESIGN AND ENVIRONMENT ISSUED SECTION A-A (Impact Head omitted for clarity.) DATE REVISIONS Switched units to English (metric). Changes adopted to implement the Midwest Guardrail System. SHOULDER WIDENING FOR TYPE 1 (SPECIAL) GUARDRAIL TERMINALS STANDARD (Sheet 1 of 2)

38 Edge of pavement 50-0 (15.2 m) typ. (pay limits) 35-0 (10.0 m) (30.0 m) desirable Flare according 37-6 (11. m) length of need Edge of shoulder B to manufacturer s specifications Slope 1:10 or Flatter 10-0" (3.0 m) 2-0" (610) Length of need point set by manufacturer B instructions 22-6" (7.0 m) 25-0" (7.5 m) 25-0" (7.5 m) SHOULDER WIDENING TRANSITION FOR FLARED TERMINAL Variable 30 (762) to -0 (1.2 m) 5-0" (1.5 m) 2 (632) Slope 1:10 or flatter 2 (50) Top of tube Slope 1:2 max. (if fill height exceeds 5-0 (1.5 m) use 1:3 max.) 1: desirable SHOULDER WIDENING FOR Illinois Department of Transportation TYPE 1 (SPECIAL) PASSED ENGINEER OF POLICY AND PROCEDURES APPROVED January 1, January 1, ISSUED SECTION B-B (Impact Head omitted for clarity.) GUARDRAIL TERMINALS STANDARD (Sheet 2 of 2) ENGINEER OF DESIGN AND ENVIRONMENT

39 PARAPET OR WINGWALL Concrete parapet or parallel wingwall Steel bearing plate Pay limits of TRAFFIC BARRIER TERMINAL TYPE 6 (1 each) Bridge approach curb Pay limits of other type Formed or drilled 1 (25) A hole A Two sections of thrie beam Single section of thrie beam Single section of w-beam (M20) one set inside the other See Standard bolts PLAN Transition section (see detail) included in TRAFFIC BARRIER TERMINAL TYPE 6 9 -" (2.86 m) 3 -" (10.8 m) Pay limits of Thrie beam end 6 spaces at 1-6" (76) 11 spaces at 3-1" (953) other type shoe bolted to parapet or wingwall. 7 (18) 22 (560) (50) 2 (632) (610) all posts Wood Blockout ELEVATION Begin 6 (1.83 m) Posts 22 (560) See Standard for details of guardrail not shown. GENERAL NOTES 1:2 (max.) 7-6" (2.28 m) Thrie beam rail shall be bolted to block-out at all posts. All slope ratios are expressed as units of vertical displacement to units of horizontal displacement (V:H). W6x9.0 (W150x13.5) Bridge approach Steel post pavement All dimensions are in inches (millimeters) unless otherwise shown. Illinois Department of Transportation PASSED January 1, 2011 ENGINEER OF POLICY AND PROCEDURES APPROVED January 1, 2011 ENGINEER OF DESIGN AND ENVIRONMENT ISSUED SECTION A-A DATE REVISIONS Changed virtical dimemsion on POST 1-11 WOOD BLOCKOUT DETAIL Omitted parapet wood block-out. Moved tran. section det. to sheet 3. TRAFFIC BARRIER TERMINAL, TYPE 6 STANDARD (Sheet 1 of 3)

40 OTHER CONCRETE STRUCTURE 5 Epoxy grouted (M20) anchor bolts with standard washers. After tightening, cut the anchor bolts flush with the nuts, and damage the nuts to prevent them from loosening. Pay limits of TRAFFIC BARRIER TERMINAL TYPE 6 (1 each) Pay limits of other type B Type B concrete curb B Two sections of thrie beam one set inside the other Single section of thrie beam Single section of w-beam See Standard Transition section (see detail) included in TRAFFIC BARRIER TERMINAL TYPE 6 9 -" (2.86 m) 3 -" (10.8 m) Pay limits of Thrie beam end shoe 7 (18) 6 spaces at 1-6" (76) 30-0" (9.1 m) 11 spaces at 3-1" (953) other type 22 (560) Concrete structure (50) 2 (632) ELEVATION 2 (610) all posts Wood Blockout Begin 6 (1.83 m) Posts Type B concrete 22 (560) curb B6 (B15) 1:2 (max.) 7-6" (2.28 m) (typ.) Slope 1:10 or flatter Illinois Department of Transportation PASSED January 1, 2011 ENGINEER OF POLICY AND PROCEDURES APPROVED January 1, 2011 ENGINEER OF DESIGN AND ENVIRONMENT ISSUED W6x9.0 (W150x13.5) steel post SECTION B-B TRAFFIC BARRIER TERMINAL, TYPE 6 STANDARD (Sheet 2 of 3)

41 ~ 3 3 (86) ~ (76) 2 30 (762) 1 (31) ~ 1 ~ (50) (31) 2 7 (60) (19) 8 (203) (108) (108) 3 (76) 6 6 (157) (157) 18 (57) 7 (19) (508) 7 (19) (171) (19) 19 (83) (105) 7 (181) 6 (152) 8 (203) 6 (152) 12 (305) 2 (60) 1 (25) Dia. holes (typ.) 1x2 (25x51) slotted holes x2 (19x6) slotted holes (typ.) (typ.) THRIE BEAM END SHOE DETAIL POSTS 1-11 WOOD BLOCKOUT DETAIL POST 12 WOOD BLOCKOUT DETAIL (See Standard for post blockouts.) 1 (38) 7-3" 8 (203) (2.222 m) 6 (159) 3-1" (953) 3-1" (953) 6 (159) 20 (508) 6 (105) (156) 12 (311) 7 (19) 7 (19) 5 (133) 5 7 (133) (19) 1 (38) 1 1 (38) (38) 1 (25) Dia " (16) Steel holes (typ.) (318) (1.588 m) TRANSITION SECTION (10 guage (3.) rail element) PARAPET STEEL BEARING PLATE DETAIL (5 each individual 5x5x (125x125x16) steel plates with centered 1 (25) holes may be substituted for the plate shown.) Illinois Department of Transportation TRAFFIC BARRIER PASSED January 1, 2011 ENGINEER OF POLICY AND PROCEDURES APPROVED January 1, 2011 ENGINEER OF DESIGN AND ENVIRONMENT ISSUED TERMINAL, TYPE 6 STANDARD (Sheet 3 of 3)

42 8-12 ( ) 3 (75) (50-900) (100) 2 (50) 6 (150) 3- (75-100) ( ) 28 (700) (100) (100) (100) (100) (1.2 m) 2 (600) (100) (100) 36 (900) 18 (50) * -6 ( ) -6 ( ) Orange Orange CONE REFLECTORIZED CONE FLEXIBLE DELINEATOR VERTICAL PANEL DRUM POST MOUNTED 12 (300) * * * * 8-12 ( ) * 8-12 ( ) 8-12 ( ) * 6 (150) 6 (150) 36 (900) 2 (600) 36 (900) 5 (1.5 m) 36 (900) 12 8 (300) (200) 36 (900) 2 (600) (1.2 m) 2 (600) TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE DIRECTION INDICATOR VERTICAL BARRICADE BARRICADE GENERAL NOTES All heights shown shall be measured above the pavement surface. * Warning lights (if required) All dimensions are in inches (millimeters) unless otherwise shown. Illinois Department of Transportation APPROVED January 1, 2009 ENGINEER OF OPERATIONS APPROVED January 1, 2009 ENGINEER OF DESIGN AND ENVIRONMENT ISSUED DATE REVISIONS Switched units to English (metric). Omitted light on vertical panel. Renumbered Standard Rev. note for temp. signs on Sheet 2. TRAFFIC CONTROL DEVICES STANDARD (Sheet 1 of 3)

43 ** Type B monodirectional flashing light 18x18 (50x50) Orange flags 6-12 (1.8 m m) ROAD Edge of pavement Metal or wood post (1.2 m) rural 6 (1.8 m) urban 5 (1.5 m) rural 7 (2.1 m) urban Edge of pavement or face of curb 2-10 (600-3 m) 12 (300) *** 8 (2. m) SIGN (IF SPECIFIED) CONSTRUCTION END NEXT X MILES CONSTRUCTION G20-1(0)-6036 G20-2a(0)-602 This signing is required for all projects 2 miles (3200 m) or more in length. ROAD CONSTRUCTION NEXT X MILES sign shall be placed 500 (150 m) in advance of project limits. Elevation of edge of pavement Elevation of edge END CONSTRUCTION sign shall be erected at the end of the job unless another job is within 2 miles (3200 m). SIGNS ON TEMPORARY SUPPORTS Dual sign displays shall be utilized on multilane highways. POST MOUNTED SIGNS ** When curb or paved shoulder are present this dimension shall be 2 (600) to the face of curb or 6 (1.8 m) to the outside edge of the paved shoulder. *** When work operations exceed four days, this dimension shall be 5 (1.5 m) If located behind other devices, the height shall be sufficient to be seen by motorists. HIGH LEVEL WARNING DEVICE WORK LIMIT SIGNING 2 (600) 5 (125) 7 (175) 1 1/2 (0) R. 7 (175) 8 (200) Federal series C 7 (180) Federal series B 5 (100) (125) 3 1/2 (90) 5 (125) 2 (600) 20 1/2 (513) 16 (00) 19/32 (15) 6 (1.8 m) of pavement 5 (1.5 m) embedment STOP SLOW All dimensions are in inches (millimeters) unless otherwise shown. Illinois Department of Transportation FRONT SIDE REVERSE SIDE TRAFFIC CONTROL APPROVED January 1, ENGINEER OF OPERATIONS APPROVED January 1, ISSUED FLAGGER TRAFFIC CONTROL SIGN DEVICES STANDARD (Sheet 2 of 3) ENGINEER OF DESIGN AND ENVIRONMENT

44 2 (600) A 8 (2. m) 2 (600) (1.2 m) 30 (750) 5 (1.5 m) (1.2 m) 3 1/2 (90) Weep holes 25 (8 m) 200 (60 m) 25 (8 m) 200 (60 m) 25 (8 m) 200 (60 m) Construction advance warning signs 6 (1.8 m) 7 (2.1 m) 7 (2.1 m) A PLAN Traffic 5 25 (8 m) TYPE A TYPE B TYPE C 1 3/ (5) Face may be stepped or smooth (1.5 m) ROOF MOUNTED ROOF OR TRAILER MOUNTED TRAILER MOUNTED 1/2 (13) Traffic Epoxy channels ARROW BOARDS 3 1/2 (90) SECTION A-A TYPICAL INSTALLATION TEMPORARY RUMBLE STRIPS Type A flasher 6 (150) max. 6 (150) max. R11-2 ROAD CLOSED 6 (150) max. 30 (9.1 m) 100 (30 m) max. 12 (300) Edge of shoulder Pavement ROAD CLOSED TO ALL TRAFFIC Type A flasher 12 (300) R11- Illinois Department of Transportation APPROVED January 1, 2009 ENGINEER OF OPERATIONS APPROVED January 1, 2009 ENGINEER OF DESIGN AND ENVIRONMENT Reflectorized striping may be omitted on the back side of the barricades. If a Type III barricade with an attached sign panel which meets NCHRP 350 is not available, the sign may be mounted on an NCHRP 350 temporary sign support directly in front of the barricade. ISSUED TYPICAL APPLICATIONS OF TYPE III BARRICADES CLOSING A ROAD ROAD CLOSED TO THRU TRAFFIC ROAD CLOSED Pavement ROAD CLOSED TO THRU TRAFFIC Reflectorized striping shall appear on both sides of the barricades. If a Type III barricade with an attached sign panel which meets NCHRP 350 is not available, the signs may be mounted on NCHRP 350 temporary sign supports directly in front of the barricade. TO THRU TRAFFIC All dimensions are in inches (millimeters) unless otherwise shown. TRAFFIC CONTROL DEVICES STANDARD (Sheet 3 of 3)

45 Edge of pavement Edge of pavement As specified 2 (50) (100) Yellow (100) White 10 (3.05 m) 30 (9.15 m) Yellow (100) (100) 7 (180) (100) 7 (180) 1 (0) 30 (9.15 m) 10 (3.05 m) White (100) White As specified 2 (50) (100) 12 (300) 2 (50) (100) Edge of pavement DIVIDED UNDIVIDED 2 LANE MULTI LANE LANE AND EDGE LINES Approximately15 (.5 m) or 8 (2. m) back from and parallel to gate, if present. 8 (2. m) or as directed by the Engineer. 2 (600) 2 (600) 2 (600) 2 (600) 6 (1.8 m) 20 (6.1 m) 10 (3.05 m) 25 (7.6 m) 25 (7.6 m) NOTES Std. R 16 (00) The transverse spread of the "X" 50 As directed by may vary according to lane width. (15.2 m) the Engineer. On multi-lane roads, the stop lines Lane ~ shall extend across all approach lanes and separate RXR symbols shall be placed adjacent to each other in each lane. When the pavement marking symbol is used, a portion of the symbol should be located directly adjacent to the Advance Warning Sign (W10-1) as placed by Table II-1, condition B of the MUTCD. All dimensions are in inches (millimeters) Illinois Department of Transportation PAVEMENT MARKINGS AT RAILROAD-HIGHWAY GRADE CROSSING DATE REVISIONS Switched units to unless otherwise shown. TYPICAL PAVEMENT APPROVED ENGINEER OF OPERATIONS APPROVED January 1, January 1, ENGINEER OF DESIGN AND ENVIRONMENT ISSUED English (metric). Rev. dimen. & added 3rd note to pav t RR-Hwy grade Xing. MARKINGS STANDARD (Sheet 1 of 2)

46 20 (6 m): urban 50 (15 m): rural (Between arrow and word or between words) 6 (1.8 m): urban 8 (2. m): rural Small size: urban Large size: rural WORD AND ARROW LAYOUT a Legend Height Arrow Size a a 6 (1.8 m) Small 2.9 (7) 8 (2. m) Large 3.8 (96) The space between adjacent letters or numerals should be approximately 3 (75) for 6 (1.8 m) egend and (100) for 8 (2. m) legend. 8 (200) 10 LETTER AND ARROW GRID SCALE 8 (200) (3 m) Direction of View (1.2 m) 10 (3 m) 30 (750) 33 (838) 30 (750) 2 (600) 16-6" (5 m) 20^ 33 (838) WRONG WAY ARROW Edge of Pavement 5-9" (1.75 m) Illinois Department of Transportation (600) (2.7 m) (2. m) TYPICAL PAVEMENT APPROVED ENGINEER OF OPERATIONS APPROVED January 1, January 1, ISSUED LANE DROP ARROW Right lane drop arrow shown. Use mirror image for left lane. MARKINGS STANDARD (Sheet 2 of 2) ENGINEER OF DESIGN AND ENVIRONMENT

47 CONDITION II CONDITION I APPROACH TRAFFIC STOPPED APPROACH TRAFFIC DOES NOT STOP (Existing) W20-3(O)-36 W20-3(O)-36 ROAD ROAD STOP CLOSED 500 FT CLOSED AHEAD D Variable D 500 (150 m) 1000 (300 m) 500 (150 m) ROAD CLOSED AHEAD ROAD CLOSED STOP W20-3(O) FT (Existing) GENERAL NOTES Type III Barricades and R signs shall be positioned as shown in the "Road Closed To All Traffic" detail on Highway Standard If the SYMBOLS distance "D" exceeds 2000 (600 m), an additional set of barricades and R shall be placed at each end of the work area. Work area Two Type A Low Intensity Flashing Lights shall be Type III Barricade used on each approach in advance of the work area. One light shall be installed above each barricade. If only one barricade is required, the Sign with 18x18 (50x50) other light shall be installed above the first orange flag attached advance warning sign. All signs shall be post mounted if the closure time exceeds four days. All warning signs shall have minimum dimensions of 36 x 36 (900 x 900) and have a black legend on an orange reflectorized background. All work zone signs are required to meet, as a minimum, Type B reflectivity requirements of Table in Article of the Standard Specifications. When fluorescent signs are used, orange flags are not required. Longitudinal dimensions may be adjusted to fit field conditions. All dimensions are in inches (millimeters) unless otherwise shown. DATE REVISIONS TYPICAL APPLICATION OF TRAFFIC Illinois Department of Transportation Revised General Notes CONTROL DEVICES FOR CONSTRUCTION APPROVED APPROVED January 1, ENGINEER OF LOCAL ROADS AND STREETS January 1, ENGINEER OF DESIGN AND ENVIRONMENT ISSUED and switched units to English (metric). Revised General Notes to reference Standard ON RURAL LOCAL HIGHWAYS (TWO-LANE TWO WAY RURAL TRAFFIC) (ROAD CLOSED TO THRU TRAFFIC) STANDARD B.L.R. 22-6