NOT FOR CONSTRUCTION AND BIDDING Preliminary plan sheets are for information purposes only. The preliminary plans shall not be used as a basis for

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2 7/ 1/2017 SPECIFICATIONS: PROTECTION OF TRAFFIC UNDER BRIDGE: ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE OKLAHOMA THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE TRAFFIC UNDER TURNPIKE AUTHORITY, 2010 STANDARD SPECIFICATIONS FOR TURNPIKE CONSTRUCTION, THE BRIDGE DURING BRIDGE REPAIR WORK. A PROPOSED METHOD OF PREVENTING EXCEPT AS MODIFIED BY PLAN NOTES AND SPECIAL PROVISIONS. DEBRIS FROM FALLING ON TRAFFIC BELOW THE BRIDGE SHALL BE SUBMITTED TO THE FOR APPROVAL. ALL MATERIALS REMOVED FROM THE BRIDGE SHALL BE REMOVED FROM THE WORK AREA PROMPTLY. THE AREA SHALL BE CLEARED DESCRIPTION OF WORK: AT THE CLOSE OF ANY WORK PERIOD. ALL COST FOR TRAFFIC PROTECTION AS THE WORK TO BE PERFORMED UNDER THIS CONTRACT CONSISTS OF REPAIRING THE STATED SHALL BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS OF WORK. DAMAGE TO BRIDGE NO (LUTHER ) OVER IN OKLAHOMA COUNTY. THE BRIDGE SHALL HAVE ONE LANE CLOSED TO TRAFFIC DURING REPAIR OPERATIONS. TRAFFIC SURVEILLANCE, POLICE: HEAT STRAIGHTEN THE DAMAGED AREA OF THE WEB AND FLANGE OF THE EAST EXTERIOR BEAM OF SPAN NO. 3 OVER THE WESTBOUND LANES OF TO REASONABLY TRAFFIC SURVEILLANCE, POLICE WILL NOT BE A PART OF THIS CONTRACT. CLOSE CONFORMITY TO THE BEAM'S ORIGINAL SHAPE. REPAIR A DAMAGED INTERMEDIATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING HIS ANTICIPATED STEEL DIAPHRAGM AND REPAIR THE DAMAGED END CONCRETE DIAPHRAGM AT PIER NO. 3. WEEKLY SCHEDULE TO THE OTA ON-SITE REPRESENTATIVE ONE (1) WEEK IN THE CONTRACTOR SHALL MEASURE THE VERTICAL CLEARANCE PRIOR TO PLACEMENT OF ADVANCE OF THE WORK. THE WORK SCHEDULE WILL INCLUDE THE DAYS IN THE VERTICAL CLEARANCE SIGN. THE COST WILL BE INCLUDED IN OTHER ITEMS OF WHICH TRAFFIC SURVEILLANCE, POLICE IS REQUESTED AND WILL BE SUBJECT WORK. TO THE APPROVAL OF THE. OTA WILL COORDINATE WITH THE ALL COSTS OF TO COMPLETE THE WORK AS DESCRIBED SHALL BE PAID FOR IN THE UNIT OKLAHOMA HIGHWAY PATROL TO DETERMINE THE OF OFFICERS AND BID PRICE FOR "(PL) REPAIR BRIDGE ITEMS". SCHEDULE REQUIRED FOR THE PROJECT. CONTRACT NO. MAINTENANCE OF TRAFFIC: SHALL BE PHASED TO HAVE ONE LANE WESTBOUND OPEN AT ALL TIMES DURING REPAIR OPERATIONS. THE BRIDGE CARRYING LUTHER SHALL HAVE ONE LANE OPEN AT ALL TIMES DURING REPAIR OPERATIONS. THE CONTRACTOR SHALL HAVE THE OPTION OF WORKING DURING NON-DAYLIGHT HOURS. IF THE CONTRACTOR ELECTS TO WORK DURING NON-DAYLIGHT HOURS, THE CONTRACTOR SHALL SUBMIT TO THE FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION A METHOD TO PROTECT TRAFFIC FROM THE LIGHT EMITTED BY THE FLAME. THE CONTRACTOR SHALL MAINTAIN THE TURNPIKE AND LUTHER TRAFFIC CONTROL AT ALL TIMES (24 HOURS/DAY) DURING THE CONTRACT. S 2:46:12 PM VERIFICATION OF EXISTING CONDITIONS: THE DIMENSIONS OF THE EXISTING BRIDGE COMPONENTS SHOWN ON THESE PLANS AND THE ORIGINAL PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS NECESSARY AND SHALL BE SOLELY RESPONSIBLE FOR THE ACCURACY THEREOF. PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL FULLY INFORM HIMSELF OF THE NATURE OF THE WORK AND CONDITIONS UNDER WHICH IT WILL BE PERFORMED. THE CONTRACTOR SHALL ADOPT METHODS CONSISTENT WITH GOOD CONSTRUCTION HEAT STRAIGHTENING SPECIFICATIONS: HEAT STRAIGHTENING OF THE DAMAGED STEEL BRIDGE MEMBERS SHALL BE PERFORMED BY THE CAREFULLY PLANNED AND SUPERVISED APPLICATION OF A LIMITED AMOUNT OF LOCALIZED HEAT TO THE DAMAGED MEMBERS. MECHANICAL MEANS MAY BE USED TO STRAIGHTEN THE MATERIAL ONLY IN CONJUNCTION WITH THE APPLICATION OF HEAT. SUGGESTED CONSTRUCTION SEQUENCE: A SUGGESTED SEQUENCE OF CONSTRUCTION IS SHOWN ON THIS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE FINAL CONSTRUCTION SEQUENCE AND SHALL SUBMIT A PROPOSED CONSTRUCTION SEQUENCE FOR APPROVAL, SIGNED AND SEALED BY A PROFESSIONAL WHO IS CURRENTLY REGISTERED WITH THE STATE OF OKLAHOMA STATE BOARD OF LICENSURE FOR PROFESSIONAL S AND LAND SURVEYORS. PRACTICE AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THE EXISTING BRIDGE OR ATTACHMENTS. ANY DAMAGE TO THE EXISTING BRIDGE OR WAY DUE TO THE CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE. ONLY CONTRACTORS THAT CAN DOCUMENT EXPERIENCE IN HEAT STRAIGHTENING OF DAMAGED STEEL HIGHWAY OR RAIL BRIDGE MEMBERS WILL BE ALLOWED TO BID ON THIS HEAT STRAIGHTENING PROJECT INSTALL TRAFFIC CONTROL ON LUTHER OVER THE EAST EXTERIOR BEAM OVER THE WESTBOUND LANES OF. INSTALL TRAFFIC CONTROL ON MOVING TRAFFIC TO THE INSIDE LANE. EXISTING PLANS: THIS BRIDGE WAS CONSTRUCTED BY THE. PLANS FOR THE ORIGINAL CONSTRUCTION AND REHABILITATION ARE AVAILABLE ON OTA WEB SITE; FTP://FTP.PIKEPASS.COM/ORIGINAL/CONSTRUCTION/CONTRACTS/TURNER/CONT03OABC: OR FROM: 3500 NORTH MARTIN LUTHER KING AVENUE OKLAHOMA CITY, OKLAHOMA ASK FOR: CONTRACT NO. 03O. ALL GAS FUELED HEATING EQUIPMENT, AS WELL AS MECHANICAL STRAIGHTENING EQUIPMENT,SHALL BE SUPPLIED BY THE CONTRACTOR AS NECESSARY TO PERFORM ALL HEAT STRAIGHTENING. IN GENERAL, THE METHODS OF CONSTRUCTION WILL RELY ON THE EXPERIENCE OF THE CONTRACTOR. "NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM" (NCHRP) REPORT NO. 271 CONTAINS B GUIDES TO THIS TYPE OF REPAIR. THE STRAIGHTENING HEAT SHOULD BE APPLIED AS RAPIDLY AS POSSIBLE TO OBTAIN THE BEST STRAIGHTENING EFFECT. HEAT SHOULD BE APPLIED TO SMALL AREAS, USUALLY TRIANGULAR IN SHAPE; THE SMALL AREAS TO WHICH HEAT IS APPLIED AND THE SEQUENCE OF HEATING DIFFERENT SMALL AREAS SHALL BE DETERMINED BY THE HEAT STRAIGHTEN THE DAMAGED PORTIONS OF THE EXISTING BEAM AND INTERMEDIATE DIAPHRAGM TO REASONABLY CLOSE CONFORMITY TO THEIR ORIGINAL SHAPES, REPAIR THE CONCRETE END DIAPHRAGM AT PIER NO. 3. PAINT THE NEW STRUCTURAL STEEL AND THE EXTERIOR FACE AND BOTTOM FLANGE OF THE REPAIRED BEAM. INSTALL THE VERTICAL CLEARANCE SIGN AT THE ORIGINAL LOCATION. REMOVE TRAFFIC CONTROL ON THE. REMOVE TRAFFIC CONTROL ON LUTHER AND OPEN TO TRAFFIC. A RECENT REPAIR PROJECT WAS PERFORMED ON THIS STRUCTURE: CONTRACTOR TO PRODUCE THE MOST EFFICIENT STRAIGHTENING. IT IS NOT RECOMMENDED TO HEAT THE SAME SMALL AREA MORE THAN ONCE. ASK FOR: EMERGENCY REPAIR PROJECT T-ER-022 THE MAXIMUM TEMPERATURE TO WHICH THE STEEL SHALL BE HEATED IS 1200 F:\2017\ \ \40-Design\Microstation\ _OTA (second hit)\dgn\s\1076_gennotes_01.dgn PAINTING - CATEGORY 'R': THE CONTRACTOR SHALL PAINT INTERIOR AND EXTERIOR FACES OF THE DAMAGED BEAM INCLUDING TOP AND BOTTOM FLANGES A MINIMUM OF 1'-0" BEYOND THE EXTENTS OF BEAM REPAIR AREAS AND ALL AREAS WHERE EXISTING PAINT HAS BEEN DAMAGED, EITHER BY THE CONTRACTOR OR AS A RESULT OF DAMAGES TO THE BEAM. BEFORE APPLYING NEW PAINT, ALL LOOSE PAINT SHALL BE REMOVED BY HAND SCRAPING AND WITH BRUSHING LEAVING A FEATHERED EDGE ON THE REMAINING SOUND PAINT. PAINTING SHALL CONSIST OF TWO COATS OF INORGANIC ZINC PRIMER AND ONE FINISHED COAT OF PAINT USING HIS COATINGS MASTERTHANE OTA GREEN IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. HIS COATINGS MASTERTHANE OTA GREEN PRODUCT S ARE: #T816-5 M.E.K. THINNER #98G05KIT-1.25 EPOXY GRAY PRIMER KIT INCLUDES: 1. #98G05-1 LIFE-COAT SP EPOXY PRIMER GRAY 2. #98Z05-QT EPOXY ACTIVATOR #71D06KIT-1 MASTERTHANE OTA GREEN KIT INCLUDES: 1. #71D06-3/4 MASTERTHANE OTA GREEN 2. #H8002-PT ACRYLIC URETHANE CATALYST PAINT SHEEN TO BE REDUCED TO SEMI GLOSS. CAUTION: THE EXISTING BRIDGE MAY CONTAIN A LEAD BASED PAINT SYSTEM. ALL REMOVAL AND DISPOSAL OF ANY LEAD BASED PAINT WITHIN THE LIMITS OF THE REPAIR SHALL BE IN ACCORDANCE WITH 512 OF THE SPECIFICATIONS. COST TO BE INCLUDED IN THE LUMP SUM PRICE BID FOR "REPAIR BRIDGE ITEMS". DEGREES FAHRENHEIT (~650 DEG. C.). THE CONTRACTOR MAY VISUALLY DETERMINE THAT THIS TEMPERATURE HAS BEEN REACHED WHEN THE COLOR OF THE STEEL BECOMES A DULL RED. THE MAY PERIODICALLY MONITOR THE TEMPERATURE OF THE STEEL TO VERIFY THE VISUAL TEMPERATURE DETERMINATION. THE EQUIPMENT FOR CHECKING THE TEMPERATURE SHALL BE PROVIDED BY THE CONTRACTOR. A HIGH TEMPERATURE PYROMETER IS PREFERRED FOR THE MEASUREMENT OF THE TEMPERATURE, BUT TEMPERATURE INDICATING CRAYONS OR OTHER MEANS APPROVED BY THE MAY BE USED. NO ACCELERATED OR ARTIFICIAL COOLING WILL BE PERMITTED. THE FINAL ACCEPTABLE LOCAL TOLERANCES FOR STRAIGHTNESS IN THE AREA OF THE DAMAGE SHALL BE AS SHOWN BELOW: 1. HORIZONTAL SWEEP-- 1/4 INCH PER 10 FEET (3 M.) OF DAMAGED LENGTH OF BEAM. 2. VERTICAL DEFLECTION (WAVES)-- 1/4 INCH IN FLANGES 3. DEFLECTION OF WEB (OUT OF PLANE OF WEB)-- 1/4 INCH * * MEASURED BY A STRAIGHTEDGE HELD VERTICALLY AND HORIZONTALLY IN THE DAMAGED AREAS. APPLYING HEAT TO STEEL: BEFORE APPLYING HEAT TO STEEL COATED WITH A LEAD-BASED PAINT, REMOVE ALL PAINT ON ALL SIDES WITHIN 3 INCHES OF THE HEATED AREA. CLEAN THE SURFACES TO SSPC-SP2, HAND TOOL CLEANING, OR TO SSPC-SP3, CONVENTIONAL POWER TOOL CLEANING, IN ACCORDANCE WITH CFR ALL COSTS FOR THIS CLEANING WILL BE INCLUDED IN OTHER ITEMS OF WORK. ANY REMOVED MATERIALS SHALL BE DISPOSED AS DIRECTED BY THE. GENERAL CONSTRUCTION NOTES ( 1 OF 2) 2 CONTRACT NO. T-ER-023 NO. DATE

3 7/ 1/2017 CONTRACT NO. S GENERAL CONSTRUCTION NOTES: ALL LANES OF SHALL BE OPEN 6:00 A.M. FRIDAY OR A LANE RENTAL PENALTY OF $10,000 PER HOUR PER LANE WILL BE APPLIED UNTIL SUCH TIME AS THE CAPACITY IS RESTORED. (G-48) CONTRACTOR SHALL NOT UTILIZE EMERGENCY VEHICLE TURNAROUNDS ON THE TURNPIKE. (G-51) THE CONTRACTOR SHALL SUBMIT A FINAL TRAFFIC CONTROL AND CONSTRUCTION PHASING PLAN TO THE FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION DESCRIBING ALL WORK PHASES FOR THE CONSTRUCTION OF THE BRIDGES AND WAYS AFFECTED. (G-52) LANE LINES, AT A MINIMUM, SHALL BE ESTABLISHED AT ALL TIMES DURING CONSTRUCTION. (G-53) CONTRACTOR SHALL DOCUMENT PRE-CONSTRUCTION SITE CONDITIONS BY MEANS OF PHOTOGRAPHS AND VIDEO WITH A DESIGNATED OTA REPRESENTATIVE, BEFORE THE START OF CONSTRUCTION. COST SHALL BE CONSIDERED AS INCIDENTAL AND NO SEPARATE PAYMENT SHALL BE MADE. CONTRACTOR SHALL PROVIDE THE A DIGITAL COPY OF THE PHOTOGRAPHS AND VIDEO AT THE PRE-WORK MEETING. (G-55) CONTRACTOR SHALL PAY ALL TURNPIKE FEES. TOLL COST SHALL BE INCLUDED IN OTHER ITEMS OF WORK. 2:46:13 PM (G-56) ALL WORK AND/OR MATERIALS NOT CLASSIFIED AS A "CONTRACT PAY ITEM" SHALL BE CONSIDERED INCIDENTAL AND THE COST THEREOF SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS WHICH ARE CLASSIFIED FOR PAYMENT. (G-58b) THE ALLOWABLE WORKING PERIODS FOR THIS PROJECT SHALL BE AS FOLLOWS: 12:00 A.M. MONDAY THROUGH 6:00 A.M. FRIDAY. NO WORK WILL BE ALLOWED OUTSIDE THE ABOVE REFERENCED TIMES, ALL DRIVING LANES MUST BE OPENED TO FULL CAPACITY OUTSIDE THE ALLOWABLE WORKING PERIODS. ALL WORKERS, EQUIPMENT, MATERIALS, ETC MUST BE OFF THE WAY AND OUTSIDE THE CLEAR ZONE DURING NON-ALLOWABLE WORKING PERIODS. FAILURE TO COMPLY WILL RESULT IN THE APPLICATION OF A LANE RENTAL FEE AS OUTLINED IN SP (G-60) THE PRIME CONTRACTOR SHALL BE REPRESENTED ON SITE AT ALL TIMES. HE MUST BE PRESENT WHEN WORK IS BEING PERFORMED BY HIS SUBCONTRACTORS. (G-61) ALL FIELD MEASUREMENTS SHALL PREVAIL ON INSTALLATION AND REMOVAL. (G-62) CONTRACTOR SHALL BE ALLOWED TO USE OTA RIGHT-OF-WAY AT APPROVED LOCATIONS FOR STORAGE ONE WEEK PRIOR TO BEGINNING OF WORK UNTIL THE ISSUANCE OF THE FINAL ACCEPTANCE OF ALL PUNCH LIST ITEMS. THE SITE MUST BE RESTORED TO ITS ORIGINAL CONDITION INCLUDING ALL DISASSEMBLY, REMOVAL AND SITE CLEAN UP, OF OFFICES, BUILDINGS AND OTHER FACILITIES ASSEMBLED IN THE SITE SPECIFICALLY FOR THIS CONTRACT. FAILURE TO COMPLY SHALL RESULT IN TIME CHARGES BEING RESTARTED AND ASSESSED. (G-71) ALL DIMENSIONS OF THE EXISTING BRIDGE AND WAYS SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, BOTH SURVEYED AND AS-BUILT, NECESSARY TO CONNECT THE NEW MATERIAL AND SHALL BE SOLELY RESPONSIBLE FOR THE ACCURACY THEREOF. REFER TO THE AS-BUILT PLANS FOR DIMENSIONS AND DETAILS NOT SHOWN IN THE PLANS. (G-72) THE SHALL BE NOTIFIED BY THE CONTRACTOR TWO (2) WEEKS PRIOR TO ALL CONSTRUCTION ACTIVITIES THAT REQUIRES A LANE/RAMP/TOLL FACILITY CLOSURE. FAILURE TO ADEQUATELY NOTIFY THE WILL RESULT IN A SHUTDOWN NOTICE BEING ISSUED FOR THE WORK REQUIRING THE LANE/RAMP/TOLL FACILITY CLOSURE. IF THE CONTRACTOR FAILS TO GIVE THE PROPER NOTIFICATION, A LANE RENTAL FEE OF $10,000 PER HOUR PER LANE PER MILE WILL BE APPLIED UNTIL SUCH TIME AS THE F:\2017\ \ \40-Design\Microstation\ _OTA (second hit)\dgn\s\1076_gennotes_02.dgn (G-73) (G-75) (G-76) (O-10) (O-11) (O-15) CAPACITY IS RESTORED. ANY DEVIATION FROM THE PLANS WITHOUT PRIOR WRITTEN NOTICE WILL RESULT IN A SHUTDOWN NOTICE. ALL TRASH, DEBRIS, SPOILS, ETC. SHALL BE REMOVED DAILY. CONSTRUCTION SITE SHALL BE KEPT IN A CLEAN, WORKMANLIKE MANNER DAILY AS DIRECTED BY THE. REMOVAL OF EXISTING PAVEMENT MARKINGS ON THE PROJECT WILL NOT BE MEASURED FOR PAYMENT. ALL COSTS ASSOCIATED WITH REMOVAL OF ANY AND ALL EXISTING PAVEMENT MARKINGS REQUIRED FOR COMPLETION OF THE PROJECT, INCLUDING REMOVAL OF EXISTING TRAFFIC STRIPE WHICH CONFLICTS WITH INSTALLATION OF CONSTRUCTION STRIPE OR PERMANENT TRAFFIC STRIPE SHALL BE INCLUDED IN OTHER ITEMS OF WORK. PRIOR TO PAVEMENT MARKING REMOVAL, CONTRACTOR SHALL SUBMIT TO THE FOR APPROVAL THE MEANS AND METHODS FOR THE PAVEMENT MARKING REMOVAL. THIS ITEM IS TO BE USED AS APPROVED BY THE TO DIRECT TRAFFIC DURING THE VARIOUS STAGES OF CONSTRUCTION. CONTRACTOR SHALL USE FLEX TABS. CONTRACTOR SHALL USE FLEX-TABS TABS OR CLASS A PAVEMENT MARKERS FOR TEMPORARY MARKINGS AS SHOWN ON THE PLANS AND ON ALL FINISHED SURFACES. PAYMENT WILL BE BY THE LINEAR FOOT OF PAINT REGARDLESS OF THE ITEM USED. INCLUDED IN THE COST OF THIS ITEM SHALL BE INSTALLATION, MAINTENANCE, AND REMOVAL. THIS ITEM SHALL BE BID ACCORDINGLY. PLAN QUANTITIES ARE BASED ON THE PLAN SEQUENCE OF CONSTRUCTION. FINAL PAYMENT WILL BE BASED ON THE ACTUAL AMOUNT USED IN ACCORDANCE WITH THE APPROVED TRAFFIC CONTROL PLAN. ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL MEET ODOT'S "QUALITY STANDARDS FOR TEMPORARY TRAFFIC CONTROL DEVICES". CHANNELIZING DEVICES SHALL HAVE A MINIMUM HEIGHT OF 42". THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE TEMPORARY TRAFFIC CONTROL DEVICES AND SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY DEVICE DURING CONSTRUCTION. GENERAL CONSTRUCTION NOTES ( 2 OF 2) CONTRACT NO. T-ER-023 NO. 3 DATE

4 7/ 1/2017 CONTRACT NO. S 2:46:13 PM F:\2017\ \ \40-Design\Microstation\ _OTA (second hit)\dgn\s\1076_pqnotes_01.dgn Preliminary plan sheets are for information (PL) REPAIR purposes BRIDGE ITEMS: only. HEAT STRAIGHTEN THE DAMAGED AREA OF THE WEB AND FLANGE AND THE DAMAGED PAY QUANTITIES INTERMEDIATE STEEL DIAPHRAGM OF THE EAST EXTERIOR BEAM OF SPAN NO. 3 OVER THE The preliminary plans shall not be used WESTBOUND as a LANES basis OF for bid. TO REASONABLY CLOSE CONFORMITY TO THE BEAM'S ITEM DESCRIPTION UNIT QUANTITY ORIGINAL SHAPE. REPAIR INTERIOR DIAPHRAGM CONNECTION, REPAIR THE DAMAGED CONCRETE 106 QUALITY CONTROL AND ACCEPTANCE LSUM 1.00 END DIAPHRAGM AT PIER NO. 3 AS SHOWN IN THE PLANS. 641 MOBILIZATION LSUM 1.00 ALL DAMAGED MATERIALS REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OF IN ACCORDANCE WITH B(2) OF THE STANDARD SPECIFICATIONS AND SPEC (PL) REPAIR BRIDGE ITEMS LSUM 1.00 IN A MANNER APPROVED BY THE. ITEM 645(A) ITEM 856(A) PART B - PROJECT SITE RENTAL DESCRIPTION UNIT QUANTITY PROJECT SITE RENTAL $/PSRD DESCRIPTION UNIT QUANTITY 876(A) TRUCK MOUNTED ATTENUATOR (1)(TC-70,76,77,84) SD (A) 880(A) (J) (SP) CONSTRUCTION TRAFFIC CONTROL (1)(3)(O-15)(TC-25,33,75) LSUM (K) ITEM 880(B) 880(B) 880(B) 880(C) 880(C) 880(E) 880(F) TRAFFIC STRIPE (MULTI-POLYMER)(6" WIDE) (SP) ARROW DISPLAY (TYPE C) CONSTRUCTION SIGNS 0 TO 6.25 SF CONSTRUCTION SIGNS 6.26 TO SF CONSTRUCTION SIGNS TO SF CONSTRUCTION BARRICADES (TYPE III) WING BARRICADES WARNING LIGHTS (TYPE A) DRUMS TRAFFIC PAY QUANTITIES 854(A) TRAFFIC STRIPE PAINT (4)(0-10)(TC-13,17) LF (SP) SURVEILLANCE OF TRAFFIC CONTROL DESCRIPTION (TS-25) 871 (SP) CONSTRUCTION ZONE IMPACT ATTENUATOR (SP-1)(TC-84) 880(I) DELIVER PORTABLE LONGITUDINAL BARRIER (SP) FLAGGER (O-11) (TC-1,2) (TC-84) (TC-58) (TC-39,84) 882(A) (SP) CHANGEABLE MESSAGE SIGNS (1)(2)(TC-70,84,85) SD LUMP SUM TRAFFIC PAY ITEMS (3)(4) 857(A) CONSTRUCTION TRAFFIC STRIPE (PAINT) (O-10) LF LF SD SD (TC-84) SD SD PAY ITEM "(PL) REPAIR BRIDGE ITEMS" CONSISTS OF THE FOLLOWING: A) HEAT STRAIGHTEN THE DAMAGED AREA OF THE EAST EXTERIOR BEAM TO REASONABLY B) REPAIR DAMAGED INTERMEDIATE STEEL DIAPHRAGM AND DIAPHRAGM CONNECTION. C) REMOVE LOOSE AND DAMAGED CONCRETE AND REPAIR DAMAGED CONCRETE END DIAPHRAGM D) PAINT ANY NEW STRUCTURAL STEEL AND THE ENTIRE EXTERIOR FACES OF THE REPAIRED E) REPLACE VERTICAL CLEARANCE SIGN AND ATTACH THE SIGN TO THE ORIGINAL LOCATION TRAFFIC PAY ITEM NOTES: (TC-1) THE CONTRACTOR SHALL FURNISH AND INSTALL SUCH LIGHTS, SIGNS, BARRICADES, (TC-25) CONSTRUCTION TRAFFIC CONTROL WILL BE INSTALLED IN A MANNER AND PROVIDE FLAGGERS NECESSARY FOR THE CONTROL, SAFETY, AND MAINTENANCE OF TRAFFIC WHEN INSTALLING, RELOCATING OR DELIVERING PORTABLE LONGITUDINAL BARRIER. (TC-2) QUANTITY INCLUDES SUFFICIENT LENGTH OF PORTABLE LONGITUDINAL BARRIER TO (TC-13) (TC-17) (TC-39) (TC-58) CLOSE CONFORMITY TO THE BEAM'S ORIGINAL SHAPE. AT PIER NO. 3. BEAMS INCLUDING THE BOTTOM FLANGES. ON THE BEAM. INCLUDE ALL INCIDENTALS NECESSARY TO COMPLETE THE REPAIR WORK AS SPECIFIED AND SHOWN IN THE PLANS, INCLUDING WELDING, LABOR, PAINT, ETC. PROVIDE FOR THE LONGEST SHOWN ON THE PLANS. THIS SAME BARRIER WILL BE USED ON OTHER DETOUR PHASES. A PART, OR ALL, OF THIS ITEM IS INTENDED FOR REPLACEMENT OF REMOVED EXISTING CONFLICTING STRIPING. INCLUDES AN ESTIMATED 450 L.F. (PAINT)(4" WIDE) WHITE 1,800 L.F. (PAINT)(4" WIDE) YELLOW STRIPE. APPROVED BY THE, IN ACCORDANCE WITH CHAPTER VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND APPLICABLE O.D.O.T. STANDARD DRAWINGS. PRICE BID FOR THIS ITEM SHALL BE PAYMENT IN FULL FOR THE INSTALLATION, MAINTENANCE AND SUBSEQUENT REMOVAL OF ALL NECESSARY CONSTRUCTION TRAFFIC CONTROL DEVICES AND PAVEMENT MARKINGS REQUIRED FOR COMPLETION OF THE PROJECT. ALL SIGNS AND BARRICADES,WHICH ARE SHOWN WITH S IN THE STANDARD DRAWINGS SHALL HAVE THE CORRESPONDING LIGHT ATTACHED DURING NON-DAYLIGHT HOURS. ALL CONSTRUCTION WORK ZONE SIGNS SHALL HAVE FLUORESCENT ING. THE FLUORESCENT ING SHALL MEET THE REQUIREMENTS OF ASTM D4956 (LATEST REVISION). THE MANUFACTURER SHALL FURNISH A TYPE 'D' CERTIFICATION IN ACCORDANCE WITH O.T.A. STANDARD SPECIFICATIONS (CURRENT EDITION) SUB THE CERTIFICATION SHALL INCLUDE TEST RESULTS ON MATERIALS SUBMITTED FOR APPROVAL. THE CONTRACTOR SHALL PROVIDE A PERSON, 24 HOURS A DAY, SEVEN DAYS A WEEK, AT THE CONSTRUCTION SITE TO MAINTAIN AND KEEP ALL TRAFFIC CONTROL DEVICES IN POSITION ANYTIME TRAFFIC IS DIRECTED AWAY FROM THE NORMAL TRAFFIC LANES OR ANYTIME THE DEEMS IT NECESSARY. THIS PERSON SHALL HOLD A CURRENT CERTIFICATION FROM THE AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA) OR THE OKLAHOMA TRAFFIC ING ASSOCIATION (OTEA) AS A TRAFFIC CONTROL TECHNICIAN OR TRAFFIC CONTROL SUPERVISOR. INCLUDED IN THIS ITEM IS THE COST OF PROVIDING TWO (2) FLAGGERS FOR A 24 HOUR PERIOD OF TIME. DURING NON-DAYLIGHT HOURS THE FLAGGER STATIONS SHALL BE ADEQUATELY LIGHTED TO PROVIDE A SAFE WORK AREA FOR FLAGGERS. COST OF THIS LIGHTING WILL BE INCLUDED IN THE PRICE BID FOR FLAGGER. TRAFFIC PAY ITEM NOTES CONT'D: (TC-70) THIS ITEM IS AN ESTIMATED QUANTITY TO BE USED AS DEEMED NECESSARY BY THE. (TC-75) TEMPORARY PAVEMENT MARKINGS SHALL BE IN PLACE THE SAME DAY THAT EXISTING PAVEMENT MARKINGS ARE REMOVED FROM ANY WAY OPEN TO TRAFFIC. ALSO, ALL TEMPORARY PAVEMENT MARKINGS SHALL BE REMOVED PRIOR TO THE INSTALLATION OF FINAL STRIPING. (TC-76) ANY TRUCK MOUNTED ATTENUATOR USED ON THIS PROJECT SHALL HAVE PASSED ALL MANDATORY AND OPTIONAL TESTS LISTED IN NCHRP 350, TL-3 CRITERIA, THIS ITEM IS TO BE USED WHERE SHOWN IN THE STANDARD DRAWINGS OR AT THE DISCRETION OF THE ON SHADOW VEHICLES PROTECTING THE WORK AREAS AND TEMPORARY SIDE HAZARDS. (TC-77) TRUCK MOUNTED ATTENUATORS ARE TO BE INSTALLED ON NON STATE OWNED TRUCKS HAVING A MINIMUM GROSS WEIGHT RATING OF 15,000 POUNDS. EACH OF THESE TRUCKS SHALL ALSO BE EQUIPPED WITH AN ARROW DISPLAY (TYPE B). (TC-84) 10 CONSTRUCTION CALENDAR DAYS WERE USED TO COMPUTE THE SIGN DAY PAY ITEMS. THE AMOUNT OF CALENDAR DAYS USED TO COMPUTE THE SIGN DAY PAY ITEMS IS AN ESTIMATED QUANTITY ONLY, BASED ON THE CURRENT O.D.O.T. STANDARDS AND SUGGESTED CONSTRUCTION SEQUENCE FOR THIS PROJECT. THESE ESTIMATED SIGN DAY QUANTITIES MAY CHANGE AS THE PROJECT'S CONSTRUCTION TRAFFIC CONTROL IS MODIFIED DURING CONSTRUCTION. (TC-85) THESE SIGNS MUST BE ON THE OKLAHOMA DEPARTMENT OF TRANSPORTATION LIST OF APPROVED CHANGEABLE MESSAGE SIGNS. FOR A LIST OF THE APPROVED SIGNS GO TO THE OKLAHOMA DEPARTMENT OF TRANSPORTATION WEBSITE AT: (TS-25) QUANTITY SHOWN INCLUDES 700 L.F. TRAFFIC STRIPE (MULTI-POLYMER)(WHITE) AND 450 L.F. TRAFFIC STRIPE (MULTI-POLYMER)(YELLOW) AND WILL BE MEASURED BY THE LINEAR FOOT OF SIX INCH (6") WIDE TRAFFIC STRIPE. (SP-1) ATTENUATORS SHALL BE QUADGUARD ELITE, SCE-100 GM (SMART CUSHION), OR APPROVED EQUAL WITHIN THE SAME CATEGORY OF THE OKLAHOMA DEPARTMENT OF TRANSPORTATION'S IMPACT ATTENUATOR GUIDELINE MATRIX. THE IMPACT ATTENUATOR GUIDELINE MATRIX CAN BE FOUND AT: http// (1) ANY USED TRUCK MOUNTED ATTENUATOR, CHANGEABLE MESSAGE SIGN, OR SAND FILLED IMPACT ATTENUATION MODULE TO BE PLACED ON THIS PROJECT SHALL BE SUBJECT TO INSPECTION AND APPROVAL, BY THE OKLAHOMA TURNPIKE AUTHORITY, TO ASSURE THAT THEY ARE IN GOOD WORKING CONDITION, PRIOR TO PLACEMENT ON THE PROJECT. THESE DEVICES SHALL MEET ALL NCHRP-350, TL-3 CRITERIA. (2) THIS ITEM SHALL BE FURNISHED, INSTALLED AND MAINTAINED BY THE CONTRACTOR AND PLACED SEVEN (7) DAYS PRIOR TO BEGINNING WORK. (3) THE ITEMS LISTED IN THE TABLE FOR "LUMP SUM TRAFFIC PAY ITEMS" ARE INCLUDED IN THE THE PAY ITEM "CONSTRUCTION TRAFFIC CONTROL". (4) COST OF REMOVAL OF PAVEMENT MARKINGS SHALL BE INCLUDED IN THE LUMP SUM FOR TRAFFIC CONTROL. (0-10) THIS ITEM IS TO BE USED AS APPROVED BY THE TO DIRECT TRAFFIC DURING THE VARIOUS STAGES OF CONSTRUCTION. CONTACTOR MAY USE FLEX-TABS OR CLASS 'A' PAVEMENT MARKERS AT HIS OPTION. CONTRACTOR SHALL USE FLEX-TABS OR CLASS 'A' PAVEMENT MARKERS FOR TEMPORARY MARKINGS AS SHOWN ON THE PLANS AND ON ALL FINISHED SURFACES. PAYMENT WILL BE BY THE LINEAR FOOT OF PAINT REGARDLESS OF THE ITEM USED. INCLUDED IN THE COST OF THIS ITEM SHALL BE INSTALLATION, MAINTENANCE, AND REMOVAL. THIS ITEM SHALL BE BID ACCORDINGLY. (0-11) PLAN QUANTITIES ARE BASED ON THE PLAN SEQUENCE OF CONSTRUCTION. FINAL PAYMENT WILL BE BASED ON THE ACTUAL AMOUNT USED IN ACCORDANCE WITH THE APPROVED TRAFFIC CONTROL PLAN. (0-15) ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL MEET ODOT'S "QUALITY STANDARDS FOR TEMPORARY TRAFFIC CONTROL DEVICES". CHANNELLIZING DEVICES SHALL HAVE A MINIMUM HEIGHT OF 42". THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE TEMPORARY TRAFFIC CONTROL DEVICES AND SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY DEVICE DURING CONSTRUCTION. PAY QUANTITIES AND PAY ITEM NOTES CONTRACT NO. T-ER-023 NO. 4 DATE

5 ! TURNER TURNPIKE! EASTBOUND! WESTBOUND 7/ 1/2017 CONTRACT NO. S! PIER #2! PIER #3! PIER #1! BRG. AT SOUTH ABUT. CONC. END DIAPHRAGMS OUTSIDE INSIDE LANE LANE MEDIAN INSIDE OUTSIDE LANE LANE! BRG. AT NORTH ABUT. 2:46:14 PM INTERMEDIATE DIAPHRAGMS REPAIR CONCRETE END DIAPHRAGM (INTERIOR BEAM FACE) AT PIER NO. 3 SEE INTERMEDIATE DIAPHRAGM REPAIR DETAIL APPROX. LIMITS OF HEAT STRAIGHTENING! BRG. STIFFENER FRAMING PLAN EXISTING BRIDGE DECK EXISTING DIAPHRAGM PLATE NEW L3X3XŠ 7" 6'-6" 5'-4" 7" F:\2017\ \ \40-Design\Microstation\ _OTA (second hit)\dgn\s\1076_13.3_gp&e.dgn EXISTING L3X3XŠ (TO REMAIN IN PLACE) EXIST. W24x110 (( A 7'-4" BEAM SPACING EXISTING REPAIR WELD LINE NEW L3X3XŠ (EA. FACE) 3-9! DAMAGED BEAM INTERMEDIATE DIAPHRAGM REPAIR DETAIL NEW L3X3XŠ DAMAGED BEAM A-A 1'-9" 4 " 1'-0" 4 " 1 " BORDER TYPICAL XX FTXXIN VERTICAL CLEARANCE SIGN DETAIL NOTE: LEGEND AND BORDER: REFLECTIVE BLACK BACKGROUND: REFLECTIVE YELLOW CONTRACTOR TO VERIFY CLEARANCE PRIOR TO SIGN PRODUCTION. ƒ" BORDER INSET TYPICAL BRIDGE REPAIR DETAIL CONTRACT NO. T-ER " 8" 8 " NO. 5 DATE

6 panelstyle:construction_warning.ssi constructpanels: constructpanelmode:0 panelroundcorners:0 panelheightlock:0 panelwidthlock:0 panelname:name panelstation:none panelmounting:0 legendmaterial:0 panelquantity:1 panelmaterial:0 marginalign:9 panelsizes: panelstyle:construction_warning.ssi constructpanels: constructpanelmode:0 panelroundcorners:0 panelheightlock:0 panelwidthlock:0 panelstation:none panelname:name panelmounting:0 legendmaterial:0 panelquantity:1 panelmaterial:0 marginalign:9 panelsizes: panelstyle:construction_warning.ssi constructpanels: constructpanelmode:0 panelroundcorners:0 panelheightlock:0 panelwidthlock:0 panelname:name panelstation:none panelmounting:0 legendmaterial:0 panelquantity:1 panelmaterial:0 marginalign:9 panelsizes: panelstyle:construction_warning.ssi constructpanels: constructpanelmode:0 panelroundcorners:0 panelheightlock:0 panelwidthlock:0 panelname:name panelstation:none panelmounting:0 legendmaterial:0 panelquantity:1 panelmaterial:0 marginalign:9 panelsizes: 7/ 1/2017 CONTRACT NO. S W ORK NEXT X MILES 2:46:15 PM END G20-2A W ORK W ' 110' 100' I-44 W20-7 W20-4(1,000 FT) 1000 FT W ORK 1500 FT W ORK 1/2 MILE W20-1(1) W20-1(1/2 MILE) 1,140' W ORK NEXT X MILES (2) WING BARRICADES (2) G20-1(X MILES) 20' C/C 10' C/C 20' C/C N. LUTHER 1,140' F:\2017\ \ \40-Design\Microstation\ _OTA (second hit)\dgn\s\1076_13.3_trafcon_01.dgn (2) G20-1(X MILES) (2) WING BARRICADES WORK NEXT X MILES WORK NEXT X MILES W20-1(1/2 MILE) 1/2 MILE WORK W20-1(1) 1500 FT WORK 1000 FT W20-4(1,000 FT) W20-7 KEY: SIGN FLAGGER WORK AREA DRUM GENERAL CONSTRUCTION NOTES: (G-58b) THE ALLOWABLE WORKING PERIODS FOR THIS PROJECT SHALL BE AS FOLLOWS: 12:00 A.M. MONDAY THROUGH 6:00 A.M. FRIDAY. NO WORK WILL BE ALLOWED OUTSIDE THE ABOVE REFERENCED TIMES, ALL DRIVING LANES MUST BE OPENED TO FULL CAPACITY OUTSIDE THE ALLOWABLE WORKING PERIODS. ALL WORKERS, EQUIPMENT, MATERIALS, ETC MUST BE OFF THE WAY AND OUTSIDE THE CLEAR ZONE DURING NON-ALLOWABLE WORKING PERIODS. FAILURE TO COMPLY WILL RESULT IN THE APPLICATION OF A LANE RENTAL FEE AS OUTLINED IN SP (G-72) THE SHALL BE NOTIFIED BY THE CONTRACTOR FOURTEEN (14) DAYS PRIOR TO ALL CONSTRUCTION ACTIVITIES THAT REQUIRES A LANE/RAMP/TOLL FACILITY CLOSURE. FAILURE TO ADEQUATELY NOTIFY THE WILL RESULT IN A SHUTDOWN NOTICE BEING ISSUED FOR THE WORK REQUIRING THE LANE/RAMP/TOLL FACILITY CLOSURE. IF THE CONTRACTOR FAILS TO GIVE THE PROPER NOTIFICATION, A LANE RENTAL FEE OF $10,000 PER HOUR PER LANE PER MILE WILL BE APPLIED UNTIL SUCH TIME AS THE CAPACITY IS RESTORED. (G-73) ANY DEVIATION FROM THE PLANS WITHOUT PRIOR WRITTEN NOTICE WILL RESULT IN A SHUTDOWN NOTICE. W6-3 G20-2A END WORK DRAWING NOT TO SCALE LUTHER CONSTRUCTION TRAFFIC CONTROL CONTRACT NO. T-ER NO. DATE

7 7/ 1/2017 2:46:16 PM F:\2017\ \ \40-Design\Microstation\ _OTA (second hit)\dgn\s\1076_13.3_trafcon_02.dgn MATCHLINE 100' SHIFTING TAPER B WB I-44 (5) 50' C/C B REMOVE CONFLICTING PAVEMENT MARKINGS (3) TYPE III BARRICADES (6) S SOLID YELLOW EDGE LINE (2) R11-2 (1) R ' MERGING TAPER SOLID WHITE EDGE LINE (FLEX-TABS) (19) 50' C/C REMOVE CONFLICTING (19) W1-8 (ON EACH DRUM) PAVEMENT MARKINGS MEDIAN PIER SOLID YELLOW EDGE LINE (FLEX-TABS) N. LUTHER 200' TANGENT THRU 150' SHIFTING TAPER 450' TANGENT LANE WORK AREA 2'-0" PORTABLE LONGITUDINAL BARRIER 14'-0" CLEAR WORK AREA THRU LANE SOLID WHITE EDGE LINE (FLEX-TABS) (1) CZ-ATTENUATOR SOLID WHITE EDGE LINE (9) 50' C/C (8) 50' C/C (3) W1-8 (WHERE SHOWN) (4) R4-7A(R) (EVERY OTHER DRUM) 325 L.F. PORTABLE LONGITUDINAL BARRIER (225' TAPER, 100' TANGENT) (16 TO 1 TAPER) ARROW DISPLAY (3) TYPE III BARRICADES (TYPE 'C') (6) S (3) W1-6 (THRU TAPER) B-B CONTRACT NO. S GENERAL CONSTRUCTION NOTES: (G-58b) THE ALLOWABLE WORKING PERIODS FOR THIS PROJECT SHALL BE AS FOLLOWS: 12:00 A.M. MONDAY THROUGH 6:00 A.M. FRIDAY. NO WORK WILL BE ALLOWED OUTSIDE THE ABOVE REFERENCED TIMES, ALL DRIVING LANES MUST BE OPENED TO FULL CAPACITY OUTSIDE THE ALLOWABLE WORKING PERIODS. ALL WORKERS, EQUIPMENT, MATERIALS, ETC MUST BE OFF THE WAY AND OUTSIDE THE CLEAR ZONE DURING NON-ALLOWABLE WORKING PERIODS. FAILURE TO COMPLY WILL RESULT IN THE APPLICATION OF A LANE RENTAL FEE AS OUTLINED IN SP (G-72) THE SHALL BE NOTIFIED BY THE CONTRACTOR TWO (2) WEEKS PRIOR TO ALL CONSTRUCTION ACTIVITIES THAT REQUIRES A LANE/RAMP/TOLL FACILITY CLOSURE. FAILURE TO ADEQUATELY NOTIFY THE WILL RESULT IN A SHUTDOWN NOTICE BEING ISSUED FOR THE WORK REQUIRING THE LANE/RAMP/TOLL FACILITY CLOSURE. IF THE CONTRACTOR FAILS TO GIVE THE PROPER NOTIFICATION, A LANE RENTAL FEE OF $10,000 PER HOUR PER LANE PER MILE WILL BE APPLIED UNTIL SUCH TIME AS THE CAPACITY IS RESTORED. (G-73) ANY DEVIATION FROM THE PLANS WITHOUT PRIOR WRITTEN NOTICE WILL RESULT IN A SHUTDOWN NOTICE. (2) TYPE III BARRICADES (3) TYPE III BARRICADES (4) S (6) S (2) R11-2 (3) R11-2(LANE) (THRU TANGENT) OUTSIDE PIER BEGIN W ORK ZONE SPEED LIMIT (2) CS-13F (2) CS-14F (2) R2-1F(55) 65 1,000' 300' SHOULDER TAPER WB I-44 (6) 50' C/C STATE LAW MERGE NOW 1, (MINIMUM) MATCHLINE TRAFFIC CONTROL SHOWN ON THIS APPLIES TO BRIDGE NO ONLY DRAWING NOT TO SCALE CONTRACT NO. T-ER NO. DATE ADVANCE SIGNING MATCHLINE I-44 CONSTRUCTION TRAFFIC CONTROL

8 7/ 1/2017 CONTRACT NO. S 2:46:17 PM F:\2017\ \ \40-Design\Microstation\ _OTA (second hit)\dgn\s\1076_13.3_trafcon_04.dgn ADVANCE SIGNING MATCHLINE GENERAL CONSTRUCTION NOTES: (G-58b) (G-72) (G-73) 1,000' STATE LAW MERGE NOW 1, THE ALLOWABLE WORKING PERIODS FOR THIS PROJECT SHALL BE AS FOLLOWS: 12:00 A.M. MONDAY THROUGH 6:00 A.M. FRIDAY. DO NOT (2) R4-1F PASS 550' 1 NO WORK WILL BE ALLOWED OUTSIDE THE ABOVE REFERENCED TIMES, ALL DRIVING LANES MUST BE OPENED TO FULL CAPACITY OUTSIDE THE ALLOWABLE WORKING PERIODS. ALL WORKERS, EQUIPMENT, MATERIALS, ETC MUST BE OFF THE WAY AND OUTSIDE THE CLEAR ZONE DURING NON-ALLOWABLE WORKING PERIODS. FAILURE TO COMPLY WILL RESULT IN THE APPLICATION OF A LANE RENTAL FEE AS OUTLINED IN SP THE SHALL BE NOTIFIED BY THE CONTRACTOR FOURTEEN (14) DAYS PRIOR TO ALL CONSTRUCTION ACTIVITIES THAT REQUIRES A LANE/RAMP/TOLL FACILITY CLOSURE. FAILURE TO ADEQUATELY NOTIFY THE WILL RESULT IN A SHUTDOWN NOTICE BEING ISSUED FOR THE WORK REQUIRING THE LANE/RAMP/TOLL FACILITY CLOSURE. IF THE CONTRACTOR FAILS TO GIVE THE PROPER NOTIFICATION, A LANE RENTAL FEE OF $10,000 PER HOUR PER LANE PER MILE WILL BE APPLIED UNTIL SUCH TIME AS THE CAPACITY IS RESTORED. ANY DEVIATION FROM THE PLANS WITHOUT PRIOR WRITTEN NOTICE WILL RESULT IN A SHUTDOWN NOTICE. (2) W 4-2(R) RIGHT LANE (2) W 20-5R(1/2 MILE) CLOSED 1/2 MILE 650' SPEED LIMIT 65 (2) R2-1F(65) ADVANCE SIGNING WESTBOUND I ' SPEED LIMIT (2) W 3-5(65) 65 1,300' (2) W 20-1(1MILE) W ORK AHEAD STA Y A LER T 1,000' PLEASE (2) "NO CELL PHONE" SIGN IN W ORK ZONE W ORK W ORK NEXT XX MILES NEXT XX MILES 1,000' (2) G20-1A LEFT RIGHT W ORK ZONE FINES HIGHER W HEN W ORKERS ARE PRESENT (2) CS-16E (2) CS-17E (2) CS-18E WESTBOUND I-44 I-44 CONSTRUCTION TRAFFIC CONTROL CONTRACT NO. T-ER-023 NO. 8 DATE