Drawing Modification Summary Effective:

Transcription

1 Illinois Tollway Base Sheet Revisions Section M Base Sheet Drawings Drawing Modification Summary Effective: Roadway (RDY)-Series 400 M-RDY-408 Approach Slab, Mainline Sheet 3 Added slipforming note to Section A-A. Sheet 5 Added slipforming note to Section M-M. M-RDY-409 Approach Slab, Ramp Sheet 3 Added slipforming note to Section A-A. Sheet 5 Added slipforming note to Section M-M. M-RDY-412 Roadway Subgrade Slopes Median Barrier M-RDY-413 Longitudinal Grooving of Plaza Bridge (BRG)-Series 500 M-BRG-500 Expansion Joint Frame Rail and Seal Alternative A Note added stating that sliding plate detail in IDOT Base Sheet EJ-SSJ shall be added for skews greater than 30 degrees. M-BRG-501 Expansion Joint Frame Rail and Seal Alternative B Note added stating that sliding plate detail in IDOT Base Sheet EJ-SSJ shall be added for skews greater than 30 degrees. M-BRG-505 Bridge Expansion Joints Replacement and Construction Details Base Sheet was removed since details did not match Special Provision. M-BRG-526 Demolition Plan M-BRG-527 Erection Plan - Concrete M-BRG-528 Erection Plan - Steel Overhead Sign (OHS)-Series 720 M-OHS-720 Overhead Sign Structure Span Type Summary and Total Bill of Material M-OHS-721 Overhead Sign Structure Cantilever Type Summary and Total Bill of Material Included Sign Structure Walkway pay item in the Total Bill of Material. M-OHS-722 Overhead Sign Structure Entrance Monotube Type (Steel) Mainline Summary and Total Bill of Material M-OHS-723 Overhead Sign Structure Exit Monotube Type (Steel) Mainline Summary and Total Bill of Material M-OHS-724 Overhead Sign Structure Butterfly Type (Steel) Summary and Total Bill of Material M-OHS-725 Overhead Sign Structure Entrance Monotube Type (Steel) AET Ramp Summary and Total Bill of Material M-OHS-726 Overhead Sign Structure Exit Monotube Type (Steel) AET Ramp Summary and Total Bill of Material M-OHS-727 Overhead Sign Structure Exit Monotube Type (Steel) Cash-IPO Ramp Summary and Total Bill of Material M-OHS-728 Overhead Sign Structure Span Type (Steel) Summary and Total Bill of Material Included Sign Structure Walkway pay item in the Total Bill of Material. M-OHS-729 Overhead Sign Structure ITS Gantry Frame (Steel) Single Span Structure Details Sheet 2 Revised View A-A to offset conduit couplers from CL of frame beam. Sheet 3 Increased hole size in diagonal stiffener in Detail A to 12" square hole. Sheet 7 Revised the U(E) bars in Elevation Median Foundation view for constructability. M-OHS-730 Overhead Sign Structure ITS Gantry Frame (Steel) Two-Span Structure Details Sheet 2 Revised View A-A to offset conduit couplers from CL of frame beam. Sheet 3 Increased hole size in diagonal stiffener in Detail A to 12" square hole. Sheet 8 Revised the U(E) bars in Elevation Median Foundation view for constructability. Pole Assembly (ITS)-Series 1000 M-ITS-1000 Elevation Views Pole Mounted ITS Element Assembly Helix detail revised to show separate details for 15" & 17-1/2" diameter bolt circles M-ITS-1001 General Notes Pole Mounted ITS Element Assembly Revised Notes 4, 5, 6, 7 and 17 M-ITS-1002 ITS Standard Foundation Deleted 15" Bolt Circle from details and added a note to Designer

2 Dynamic Message Sign (ITS)-Series 1100 M-ITS-1100 DMS Type 1 Electrical Plan M-ITS-1101 DMS Type 1 Site Grounding Plan Revised dimensions of ground busbar, changed type of ground bar M-ITS-1102 DMS Type 1 Typical Site Wiring Detail M-ITS-1103 DMS Type 2-Cantilever Electrical Plan Updated detail of the disconnect switch M-ITS-1104 DMS Type 2-Butterfly Electrical Plan M-ITS-1105 DMS Type 2 Site Grounding Plan Updated dimensions of ground busbar and changed type of weld to exothermic weld M-ITS-1106 DMS Type 2 Site Wiring Details M-ITS-1107 DMS Cabinet Layout Detail Revised detail of grounding electrode to halo, updated Section E-E M-ITS-1108 DMS Updated Circuit Breaker Assignment Table

3 Illinois Tollway Base Sheet Revisions Section M Base Sheet Drawings Drawing Modification Summary Effective: M-ITS M-ITS M-ITS M-ITS M-ITS M-ITS-1227 M-ITS M-ITS-1231 M-ITS-1232 M-ITS M-ITS-1235 M-ITS M-ITS-1243 M-ITS M-ITS-1247 Cabinet Wiring (ITS)-Series 1200 Updated description of items I and W, revised Note 5, 23 and 26, changed cadweld to exothermically welded Updated description of items I and W, revised Note 5, 23 and 26, changed cadweld to exothermically welded Updated description of items I and W, revised Note 5, 23 and 26, changed cadweld to exothermically welded Updated description of items I, W and AP, revised Note 5, 23 and 26, changed cadweld to exothermically welded Updated description of items I and W, revised Note 5, 23 and 26, changed cadweld to exothermically welded Updated description of items I, W and AP, revised Note 5, 23 and 26, changed cadweld to exothermically welded Updated description of items I, W, AK and AP, revised Note 5, 23 and 26, changed cadweld to exothermically welded M-ITS-1236 Updated description of items I, W, Z and AK, revised Note 5, 23 and 26, changed cadweld to exothermically welded M-ITS-1237 M-ITS-1238 Updated description of items I, W, AK and AP, revised Note 5, 23 and 26, changed cadweld to exothermically welded M-ITS-1239 M-ITS-1240 Updated description of items I, W, Z, AK and AP, revised Note 5, 23 and 26, changed cadweld to exothermically welded Updated description of items I, W, Z, AK and AP, revised Note 5, 23 and 26, changed cadweld to exothermically welded Updated description of items I, W, Z and AK, revised Note 5, 23 and 26, changed cadweld to exothermically welded

4 M-ITS M-ITS M-ITS-1300 M-ITS-1303 M-ITS-1502 M-ITS-2000 Updated description of items I, W, AK and AP, revised Note 5, 23 and 26, changed cadweld to exothermically welded Updated description of items W, AQ and AR, revised Note 5, 23, 25 and 26 Roadway Weather information System (ITS)-Series 1300 Roadway Weather Information System Added a note to Designer, exothermic weld, revised concrete tower foundation side view detail, Roadway Weather Information System Road Surface Sensor Pole Added Note 2 to Designer, exothermic weld Solar Power Generator (ITS)-Series 1400 M-ITS-1400 Solar Power Generator Details Revised Notes 1, 5 and 6, changed U-Bolt to Stainless steel M-ITS-1402 Pole Mounted Solar MVDS Assembly Revised Note 3 to specify exothermic weld Tower Mounted CCTV (ITS)-Series 1500 ITS Details Tower Mount Camera Assembly Removed arrow CAT 6 Cables Connected in Tower Base detail Weigh-in-Motion (ITS)-Series 1600 M-ITS-1601 Weigh-in-Motion IP Camera Details Added Stainless Steel junction box detail; revised Note 1, M-ITS-1602 Weigh-in-Motion Loop Detector Details Revised detector loop wiring schematic, M-ITS-1603 Weigh-in-Motion Detector Loop and Quartz Sensor Detail Revised the general arrangement of the detector loops, added note to Designer regarding cameras placement, added Note 7, updated signal conduits M-ITS-1606 Weigh-in-Motion Junction Box Detail Revised to show detector housing Intermediate Power Distribution and Communication Facility (ITS)-Series 1800 M-ITS-1802 IPDC Facility Site Plan Added Note 2 for battery rack and HVAC equipment M-ITS-1808 IPDC Facility Panelboard Schedules Added Lane Control Sign and updated load requirements 100 Ft. Monopole Closed Circuit Television (CCTV) Camera Tower (ITS)-Series Ft. Monopole CCTV Tower Revised weld to exothermic, added a note for 3000 PSI Circular Concrete Foundation

5 Illinois Tollway Base Sheet Revisions Section M Base Sheet Drawings Drawing Modification Summary Effective: Plaza Electrical (Business System)-Series Cable Conduit Schedule and General Notes 2501 Legend, Symbol List, Abbreviations and Equipment Schedules Added to abbreviation table: AVI, CNC, HDPE, LP and SDR 2502 Single Line Diagram and Utility Power Cable/Conduit Schedule 2503 Control Building Lightning Plan and Miscellaneous Details - Main Plaza 2504 Control Building Lightning Plan and Miscellaneous Details - Remote Plaza 2505 Control Building Grounding Details - Main Plaza 2506 Control Building Grounding Details - Remote Plaza Removed Master Ground Bar Support Spacing Detail 2507 Grounding Schematic Note 5 revised to Exothermic weld 2508 Control Building Miscellaneous Details 2509 UPS Single Line and Wiring Diagram 2511 Video Power Junction Box Detail - Main Plaza Added Note 2 to Designer 2512 Video Power Junction Box Detail - Remote Plaza Added Note 2 to Designer 2513 Video Watchdog Camera Details Relocated junction box detail at the base of the pole Loop Junction Box Detail Control Building Lightning and Receptacle Plan - Main Plaza Control Building Lightning and Receptacle Plan - Remote Plaza Miscellaneous Cross Section Details, added Note 4, added Note 2 to Designer Electrical Site Plan - ACM and IPO Lanes Underground Electrical Plan - ACM and IPO Lanes - Main Plaza, revised Notes 12 and 20 Plaza I-Pass Plans - ACM and IPO Lanes Underground Electrical Plan - ACM and IPO Lanes - Remote Plaza, revised Notes 12 and 20 Automatic Lane Island Plan and Details 12 Foot Wide Lane, revised Notes 12 and 23 I-Pass Only (IPO) Lane Island Plan and Details 12 Foot Wide Lane Toll Equipment Wiring Diagram ACM and IPO Lanes Revised Notes 3, 7, 14, 17 and 19 and minor editorial changes Loop and Treadle Installation Details - ACM and IPO Lanes Removed Note 9, corrected minor details TSIC Terminal Block Layout - ACM and IPO Lanes Revised Note 6, removed Note 12 Control Building Equipment Layout - ACM and IPO Lanes - Main Plaza, revised Note 11 Control Building Equipment Layout - ACM and IPO Lanes - Remote Plaza, revised Note 11 Control Building R3 Rack - Main Plaza Note 2 revised and minor editorial change Control Building R3 Rack - Remote Plaza Note 2 revised, revised pole/cctv assembly

6 Panelboard Schedules for TP1 and TP2 - ACM and IPO Lanes Minor changes on panelboard schedules Panelboard Schedules for MDP and UPS Units - ACM and IPO Lanes Minor changes on panelboard schedules Fiber Interconnections Between Main and Remote Plazas - ACM and IPO Lanes Plaza Lane Control Signal - ACM and IPO Lanes Traffic Light Details - ACM Lanes and Note 5 revised Electrical Site Plan AET Lanes Legend removed Underground Conduit Plan - Main Plaza Underground Conduit Plan - Remote Plaza Control Building Equipment Layout - Remote Plaza and Item 17 revised Control Building Equipment Layout - Main Plaza Control Building TSIC-Main and Remote Plazas - AET Lanes TSIC Terminal Block Layout Main and Remote Plazas - AET Lanes Revised Notes 5 and 7 Panelboard Schedules - Main Plaza AET Lanes Minor changes in Panelboard Wiring Diagram - AET 1-Lane Layout Notes 5 and 14 revised Wiring Diagram - AET 3-Lane Layout Notes 5 and 14 revised Loop Plan - AET 1-Lane Layout Notes 3 and 4 revised Loop Plan - AET 3-Lane Layout, Notes 3, 9 and 11 revised VES Wash System Enclosure Detail Marks # E, G and M revised, Note 5 revised, Note 6 deleted VES Wash System Panel Detail Mark BA revised VES Wash System Flow Diagram Mechanical Detail Notes 4 and 5 revised VES Wash System Suggested Conduit Routing Notes 6 and 14 revised, minor editorial changes, Main Enclosure Mounting Detail revised VES Wash System Miscellaneous Power Wiring Diagram New Sheet Retired Base Sheet

7 TRAFFIC NOTE TO DESIGNER APPROACH BENT THIS BASE SHEET SHOWS TYPICAL NEW CONSTRUCTION ABUTMENT PILE (TYP) BUT IT IS NOT A STANDARD DRAWING. IT REQUIRES COMPLETION BY THE DESIGNER PRIOR TO INSERTION INTO TRANSITION APPROACH SLAB A CONTRACT. MICROSTATION FILES AND THE "CADD STANDARDS MANUAL" ARE AVAILABLE ON THE ILLINOIS TOLLWAY WEBSITE. THE DESIGNER SHALL ACCEPT THE BACK FACE OF ABUT. RESPONSIBILITY OF THE DESIGN OF THIS SHEET UPON ITS APPROACH BENT PILE FRONT FACE OF ABUT. COMPLETION AND INSERTION INTO A CONTRACT. ALL "NOTE TO DESIGNER" BOXES SHALL BE REMOVED PRIOR TO INSERTION OF THE SHEET INTO THE PLAN SET. SHOULDER JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 30" X 24" X 12". SEE NOTE 4. BARRIER WALL BRIDGE EDGE OF DECK SEE NOTE 7 CONDUIT PER PLAN (PREFERRED ROUTE) HANDHOLE, ILLINOIS TOLLWAY SLOPEWALL OR RIP-RAP PLAN FLEXIBLE CONDUIT RIGID CONDUIT NOTES: 1. THE CONTRACTOR SHALL FURNISH & INSTALL A PULL TAPE FRONT FACE OF ABUTMENT TOP OF PARAPET 2. THROUGH ALL CONDUITS INSTALLED AS PART OF THIS WORK. ALL HARDWARE SHALL BE STAINLESS STEEL IN STAINLESS STEEL CONCRETE INSERTS (SEE STRUCTURAL PLANS) ACCORDANCE WITH ARTICLE OF THE STANDARD SPECIFICATIONS. CONDUIT HANGER (TYP) 3. CONDUIT SHALL BE SUPPORTED AT A MAXIMUM INTERVAL OF 5' AND WITHIN 2.5' OF ANY JUNCTION BOX, CROSS FRAME SEE CONDUIT PER PLAN COUPLING/FITTING, OR CHANGE IN DIRECTION. CONDUIT PER PLAN HANDHOLE, ILLINOIS TOLLWAY 33" MIN. COVER (TYP.) NOTE 6 SEE NOTE 7 BOTTOM OF BEAM THE JUNCTION BOX SHALL MEET THE REQUIREMENTS OF ARTICLE OF THE STANDARD SPECIFICATIONS. A HINGED DOOR AND PROVISIONS FOR 3-POINT LOCK OR A PAD-LOCK ARE REQUIRED. FLEXIBLE CONDUIT SHALL BE LIMITED TO A MAXIMUM BOTTOM OF ABUTMENT SLOPEWALL OR RIP-RAP 6. LENGTH OF 5'. JUNCTION BOX SHALL BE LOCATED AT LEAST 24" FROM CROSS FRAMES. 48" 7. PROVIDE DIMENSION FROM ABUTMENT. ELEVATION FILTER FABRIC SHEET 1 0F 4 BASE SHEET M-ITS-1900 CONDUIT DETAILS AT INTEGRAL ABUTMENT BRIDGE STANDARD SLOPE WALL DATE

8 500 LBS. MINIMUM CAPACITY STAINLESS STEEL CONCRETE INSERTS CAST IN DECK FOR 1/2" THREADED RODS LIQUID TIGHT FLEXIBLE METALLIC CONDUIT, SIZE PER PLAN 1/2" STAINLESS STEEL THREADED ROD (TYP.) PVC COATED U-BOLTS, LOCK WASHERS AND NUTS (TYP.) CONDUIT(S) PER PLANS (TYP.) 12" MIN. (DESIRABLE) SIDE VIEW UNISTRUT MODEL #P1000T STAINLESS STEEL SUPPORT OR APPROVED EQUIVALENT (TYP.) SECTION VIEW JUNCTION BOX, STAINLESS STEEL, ATTACHED TO UNISTRUT SUPPORT, 30" X 24" X 12". TOP OF SLOPEWALL/RIP-RAP CONDUIT HANGER ASSEMBLY DETAIL NOTES: 1. CONDUIT SHALL BE SUPPORTED AT A MAXIMUM INTERVAL OF 5' AND WITHIN 2.5' OF ANY JUNCTION BOX, COUPLING/FITTING, OR CHANGE IN DIRECTION. CONDUIT PER PLAN UNISTRUT MODEL P1001T STAINLESS STEEL SUPPORT 2. ALL HARDWARE SHALL BE STAINLESS STEEL INACCORDANCE WITH ARTICLE OF THE STANDARD SPECIFICATIONS. OR APPROVED EQUIVALENT 3. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE LOCATION OF THE CONCRETE INSERTS WITH THE BRIDGE CONTRACTOR. (2) CONCRETE FOUNDATION, 8" DIAMETER (CLASS SI CONCRETE) 4. THE COST OF THE CONCRETE INSERTS SHALL BE INCLUDED IN THE COST OF CONDUIT ATTACHED TO STRUCTURE. VIEW AT ABUTMENT - GROUND MOUNTED JUNCTION BOX CONDUIT SHALL BE CENTERED BETWEEN THE BEAMS. CONDUIT SHALL NOT COME INTO CONTACT WITH ANY BRACING OR OTHER STRUCTURAL MEMBERS. 7. PROVIDE 1" MINIMUM CLEARANCE TO ALL STRUCTURAL MEMBERS. NOTE TO DESIGNER THIS BASE SHEET SHOWS TYPICAL NEW CONSTRUCTION BUT IT IS NOT A STANDARD DRAWING. IT REQUIRES COMPLETION BY THE DESIGNER PRIOR TO INSERTION INTO A CONTRACT. MICROSTATION FILES AND THE "CADD STANDARDS MANUAL" ARE AVAILABLE ON THE ILLINOIS TOLLWAY WEBSITE. THE DESIGNER SHALL ACCEPT THE RESPONSIBILITY OF THE DESIGN OF THIS SHEET UPON ITS COMPLETION AND INSERTION INTO A CONTRACT. ALL "NOTE TO DESIGNER" BOXES SHALL BE REMOVED PRIOR TO INSERTION OF THE SHEET INTO THE PLAN SET. CONDUIT ROUTING AT DIAPHRAGM DIM. SHEET 2 0F 4 BASE SHEET M-ITS-1900 CONDUIT DETAILS AT INTEGRAL ABUTMENT BRIDGE STANDARD SLOPE WALL DATE

9 TRAFFIC NOTE TO DESIGNER APPROACH BENT ABUTMENT PILE (TYP) THIS BASE SHEET SHOWS TYPICAL NEW CONSTRUCTION BUT IT IS NOT A STANDARD DRAWING. IT REQUIRES COMPLETION BY THE DESIGNER PRIOR TO INSERTION INTO TRANSITION APPROACH SLAB A CONTRACT. MICROSTATION FILES AND THE "CADD STANDARDS MANUAL" ARE AVAILABLE ON THE ILLINOIS BACK FACE OF ABUT. MSE WALL TOLLWAY WEBSITE. THE DESIGNER SHALL ACCEPT THE RESPONSIBILITY OF THE DESIGN OF THIS SHEET UPON APPROACH BENT PILE ITS COMPLETION AND INSERTION INTO A CONTRACT. ALL A 2-8" CONDUIT CASINGS (PVC) ENCASED IN CONRETE. CONDUIT PER PLAN 12" MIN. CLEARANCE FRONT FACE OF ABUT. JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 30" X 24" X 12". "NOTE TO DESIGNER" BOXES SHALL BE REMOVED PRIOR TO INSERTION OF THE SHEET INTO THE PLAN SET. SHOULDER SEE NOTE 4. B 12" MIN. CLEARANCE A BARRIER WALL B BRIDGE EDGE OF DECK SEE NOTE 7 MSE WALL NOTES: HANDHOLE, ILLINOIS TOLLWAY 1. THE CONTRACTOR SHALL FURNISH & INSTALL A PULL TAPE THROUGH ALL CONDUITS INSTALLED AS PART OF THIS WORK. 2. ALL HARDWARE SHALL BE STAINLESS STEEL IN ACCORDANCE WITH ARTICLE OF THE STANDARD SPECIFICATIONS. 3. CONDUIT SHALL BE SUPPORTED AT A MAXIMUM INTERVAL PLAN OF 5' AND WITHIN 2.5' OF ANY JUNCTION BOX, COUPLING/FITTING, OR CHANGE IN DIRECTION. 4. THE JUNCTION BOX SHALL MEET THE REQUIREMENTS OF ARTICLE OF THE STANDARD SPECIFICATIONS. 5. FLEXIBLE CONDUIT SHALL BE LIMITED TO A MAXIMUM LENGTH OF 5'. APPROACH SLAB JOINT SEALANT WITH FOAM BACKER ROD (DO NOT GROUT) 6. JUNCTION BOX SHALL BE LOCATED AT LEAST 24" FROM CROSS FRAMES. BRIDGE TRANSITION PAVEMENT BRIDGE DECK STAINLESS STEEL CONCRETE INSERTS 7. PROVIDE DIMENSION FROM ABUTMENT. (SEE STRUCTURAL PLANS) 8. CONCRETE ENCASED CONDUIT TO BE PLACED MONOLITHIC APPROACH SLAB SS OR FRE CONDUIT WITH THE APPROACH SLAB JOINT SEALANT WITH FOAM BACKER ROD (DO NOT GROUT) HANGERS PER PLAN PVC COATED STEEL OR 9. PROVIDE A MINIMUM OF 3" CONCRETE ENCASEMENT AROUND CONDUIT. FRE CONDUIT PER PLAN 8" CONDUIT CASING (PVC) APPROACH BENT 2-8" CONDUIT CASINGS (PVC) ENCASED IN CONRETE. SS HANGERS JUNCTION BOX BOTTOM OF BEAM LIQUID TIGHT FLEXIBLE CONDUIT SEE NOTES 8 & 9 (QUANTITY PER PLAN) SECTION A-A CNC CONDUIT PER PLAN FRONT FACE OF ABUT. MSE WALL SHEET 3 0F 4 BASE SHEET M-ITS-1900 SECTION B-B CONDUIT DETAILS AT INTEGRAL ABUTMENT BRIDGE WITH MSE WALL DATE

10 500 LBS. MINIMUM CAPACITY STAINLESS STEEL CONCRETE INSERTS CAST IN DECK FOR 1/2" THREADED RODS 1/2" STAINLESS STEEL THREADED ROD (TYP.) DIM. PVC COATED U-BOLTS, LOCK WASHERS AND NUTS (TYP.) CONDUIT ROUTING AT DIAPHRAGM CONDUIT(S) PER PLANS (TYP.) SIDE VIEW UNISTRUT MODEL #P1000T STAINLESS STEEL SUPPORT OR APPROVED EQUIVALENT (TYP.) SECTION VIEW CONDUIT HANGER ASSEMBLY DETAIL NOTES: 1. CONDUIT SHALL BE SUPPORTED AT A MAXIMUM INTERVAL OF 5' AND WITHIN 2.5' OF ANY JUNCTION BOX, COUPLING/FITTING OR CHANGE IN DIRECTION.. 2. ALL HARDWARE SHALL BE STAINLESS STEEL INACCORDANCE WITH ARTICLE OF THE STANDARD SPECIFICATIONS. 3. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE LOCATION OF THE CONCRETE INSERTS WITH THE BRIDGE CONTRACTOR. 4. THE COST OF THE CONCRETE INSERTS SHALL BE INCLUDED IN THE COST OF CONDUIT ATTACHED TO STRUCTURE. 5. CONDUIT SHALL BE CENTERED BETWEEN THE BEAMS. 6. CONDUIT SHALL NOT COME INTO CONTACT WITH ANY BRACING OR OTHER STRUCTURAL MEMBERS. 7. PROVIDE 1" MINIMUM CLEARANCE TO ALL STRUCTURAL MEMBERS. NOTE TO DESIGNER THIS BASE SHEET SHOWS TYPICAL NEW CONSTRUCTION BUT IT IS NOT A STANDARD DRAWING. IT REQUIRES COMPLETION BY THE DESIGNER PRIOR TO INSERTION INTO A CONTRACT. MICROSTATION FILES AND THE "CADD STANDARDS MANUAL" ARE AVAILABLE ON THE ILLINOIS TOLLWAY WEBSITE. THE DESIGNER SHALL ACCEPT THE RESPONSIBILITY OF THE DESIGN OF THIS SHEET UPON ITS COMPLETION AND INSERTION INTO A CONTRACT. ALL "NOTE TO DESIGNER" BOXES SHALL BE REMOVED PRIOR TO INSERTION OF THE SHEET INTO THE PLAN SET. SHEET 4 0F 4 BASE SHEET M-ITS-1900 CONDUIT DETAILS AT INTEGRAL ABUTMENT BRIDGE WITH MSE WALL DATE