F:\Projects\015-3395\40-Design\Microstation\OTA Turner TP Bridge 31.20\DGN\S\017_GENNOTES.dgn 1/8/201 SPECIFICATIONS: ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE OKLAHOMA AUTHORITY, 2010 STANDARD SPECIFICATIONS FOR CONSTRUCTION, EXCEPT AS MODIFIED PLAN NOTES AND SPECIAL PROVISIONS. DESCRIPTION OF WORK: THE WORK TO BE PERFORMED UNDER THIS CONTRACT CONSISTS OF REPAIRING THE DAMAGE TO AT THE CHANDLER INTERCHANGE IN LINCOLN COUNTY. THE BRIDGE SHALL REMAIN OPEN TO NORMAL TRAFFIC DURING REPAIR OPERATIONS. FLAME STRAIGHTEN A PORTION OF THE DAMAGED EASTERN OUTSIDE BEAM OVER THE INSIDE AND OUTSIDE EASTBOUND LANES AS INDICATED IN THE PLANS. HEAT STRAIGHTEN THE PORTIONS OF THE WEB AND FLANGES AS DIRECTED THE ENGINEER TO THEIR ORIGINAL SHAPES IN ACCORDANCE WITH SECTION 50.04E(7) OF THE STANDARD SPECIFICATIONS. VERIFICATION OF CONDITIONS: THE DIMENSIONS OF THE 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 PRACTICE AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THE BRIDGE OR ATTACHMENTS. ANY DAMAGE TO THE BRIDGE OR ROADWAY DUE TO THE CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE ENGINEER. PLANS: TH1S BRIDGE WAS CONSTRUCTED THE. PLANS FOR THE ORIGINAL CONSTRUCTION AND REHABILITATION ARE AVAILABLE ON OTA WEB SITE; FTP://FTP.PIKEPASS.COM/ORIGINAL/CONSTRUCTION/CONTRACTS//CONT035: OR FROM: 2401 NW 23rd STREET, SUITE 2B OKLAHOMA CITY, OKLAHOMA 73107 ASK FOR: 035. 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 PAINT HAS BEEN DAMAGED, EITHER THE CONTRACTOR OR AS A RESULT OF DAMAGES TO THE BEAM. BEFORE APPLYING NEW PAINT, ALL LOOSE PAINT SHALL BE REMOVED 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: #T81-5 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 #71D0KIT-1 MASTERTHANE OTA GREEN KIT INCLUDES: 1. #71D0-3/4 MASTERTHANE OTA GREEN 2. #H8002-PT ACRYLIC URETHANE CATALYST PAINT SHEEN TO BE REDUCED TO 50-0 SEMI GLOSS. CAUTION: THE 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 SECTION 512 OF THE SPECIFICATIONS. COST TO BE INCLUDED IN THE LUMP SUM PRICE BID FOR "REPAIR BRIDGE S". MAINTENANCE OF TRAFFIC: (CHANDLER INTERCHANGE) SHALL REMAIN OPEN TO NORMAL TRAFFIC DURING REPAIR OPERATIONS, TRAFFIC SHALL BE PHASED TO HAVE ONE LANE EASTBOUND OPENED AT ALL TIMES DURING REPAIR OPERATIONS. THE WESTBOUND LANES SHALL REMAIN OPEN TO TRAFFIC. 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 ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION A METHOD TO PROTECT TRAFFIC FROM THE LIGHT EMITTED THE FLAME. THE CONTRACTOR SHALL MAINTAIN THE AND CHANDLER INTERCHANGE TRAFFIC CONTROL AT ALL TIMES (24 HOURS/DAY) DURING THE CONTRACT. PROTECTION OF TRAFFIC UNDER BRIDGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE TRAFFIC UNDER THE BRIDGE DURING BRIDGE REPAIR WORK. A PROPOSED METHOD OF PREVENTING DEBRIS FROM FALLING ON TRAFFIC BELOW THE BRIDGE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. ALL MATERIALS REMOVED FROM THE BRIDGE SHALL BE REMOVED FROM THE WORK AREA PROMPTLY. THE AREA SHALL BE CLEARED TRAFFIC SURVEILLANCE, POLICE TRAFFIC SURVEILLANCE, POLICE WILL NOT BE A PART OF THIS CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING HIS ANTICIPATED WEEKLY SCHEDULE TO THE OTA ON-SITE REPRESENTATIVE ONE (1) WEEK IN ADVANCE OF THE WORK. THE WORK SCHEDULE WILL INCLUDE THE DAYS IN WHICH TRAFFIC SURVEILLANCE, POLICE IS REQUESTED AND WILL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. OTA WILL COORDINATE WITH THE OKLAHOMA HIGHWAY PATROL TO DETERMINE THE OF OFFICERS AND SCHEDULE REQUIRED FOR THE PROJECT. HEAT STRAIGHTENING SPECIFICATIONS: HEAT STRAIGHTENING OF THE DAMAGED STEEL BRIDGE MEMBERS SHALL BE PERFORMED 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. ONLY CONTRACTORS THAT CAN DOCUMENT EXPERIENCE IN HEAT STRAIGHTENING OF DAMAGED STEEL HIGHWAY OR RAILROAD BRIDGE MEMBERS WILL BE ALLOWED TO BID ON THIS HEAT STRAIGHTENING PROJECT. ALL GAS FUELED HEATING EQUIPMENT, AS WELL AS MECHANICAL STRAIGHTENING EQUIPMENT, SHALL BE SUPPLIED 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 BROAD 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 THE CONTRACTOR TO PRODUCE THE MOST EFFICIENT STRAIGHTENING. IT IS NOT RECOMMENDED TO HEAT THE SAME SMALL AREA MORE THAN ONCE. THE MAXIMUM TEMPERATURE TO WHICH THE STEEL SHALL BE HEATED IS 1200 DEGREES FAHRENHEIT (~50 DEG. C.). THE CONTRACTOR MAY VISUALLY DETERMINE THAT THIS TEMPERATURE HAS BEEN REACHED WHEN THE COLOR OF THE STEEL BECOMES A DULL RED. THE ENGINEER MAY PERIODICALLY MONITOR THE TEMPERATURE OF THE STEEL TO VERIFY THE VISUAL TEMPERATURE DETERMINATION. THE EQUIPMENT FOR CHECKING THE TEMPERATURE SHALL BE PROVIDED THE CONTRACTOR AND MEET THE APPROVAL OF THE ENGINEER. A HIGH TEMPERATURE PYROMETER IS PREFERRED FOR THE MEASUREMENT OF THE TEMPERATURE, BUT TEMPERATURE INDICATING CRAYONS OR OTHER MEANS APPROVED THE ENGINEER 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: 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 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 192.2. ALL COSTS FOR THIS CLEANING WILL BE INCLUDED IN OTHER S OF WORK. ANY REMOVED MATERIALS SHALL BE DISPOSED AS DIRECTED THE ENGINEER. SUGGESTED SEQUENCE OF CONSTRUCTION A SUGGESTED SEQUENCE OF CONSTRUCTION IS SHOWN ON THIS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING FINAL CONSTRUCTION SEQUENCE, AND SHALL SUBMIT FOR APPROVAL A PROPOSED CONSTRUCTION SEQUENCE SIGNED AND SEALED A PROFESSIONAL ENGINEER WHO IS CURRENTLY REGISTERED WITH THE STATE OF OKLAHOMA STATE BOARD OF LICENSURE FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS. 1. INSTALL TRAFFIC CONTROL ON CHANDLER INTERCHANGE () AT. 2. INSTALL TRAFFIC CONTROL ON THE OUTSIDE LANE OF EASTBOUND TO SHIFT TRAFFIC TO INSIDE LANE FOR BRIDGE REPAIRS. 3. HEAT STRAIGHTEN DAMAGED PORTIONS OF THE BEAM TO REASONABLY CLOSE CONFORMITY TO THE ORIGINAL SHAPE. 4. INSTALL TRAFFIC CONTROL ON THE INSIDE LANE OF EASTBOUND TO SHIFT TRAFFIC TO OUTSIDE LANE FOR BRIDGE REPAIRS. 5. HEAT STRAIGHTEN THE REMAINING DAMAGED PORTIONS OF THE BEAM.. INSTALL TRAFFIC CONTROL ON THE INSIDE AND OUTSIDE LANES OF EASTBOUND AS NECESSARY TO PAINT THE BEAM. 7. REMOVE TRAFFIC CONTROL ON. 8. REMOVE TRAFFIC CONTROL ON CHANDLER INTERCHANGE BRIDGE. (G-48) (G-51) (G-52) (G-53) (G-55) (G-5) (G-58a) (G-0) (G-1) (G-2) (G-71) (G-72) (G-73) (G-75) GENERAL CONSTRUCTION NOTES: THE CONTRACTOR SHALL PROVIDE A PERSON TO BE ON 24 HOUR CALL AS NEEDED AS DETERMINED THE ENGINEER. THIS PERSON SHALL HOLD A CURRENT CERTIFICATION FROM THE AMERICAN TRAFFIC SAFETY SERVICE ASSOCIATION (ATSSA) OR THE OKLAHOMA TRAFFIC ENGINEERING ASSOCIATION (OTEA) AS A TRAFFIC CONTROL TECHNICIAN OR TRAFFIC CONTROL SUPERVISOR. COST TO BE INCLUDED IN OTHER S OF WORK. ALL LANES OF SHALL BE OPEN ON FRIDAY OR A LANE RENTAL PENALTY OF $10,000 PER HOUR PER LANE PER MILE WILL BE APPLIED UNTIL SUCH TIME AS THE CAPACITY IS RESTORED. CONTRACTORS SHALL NOT UTILIZE EMERGENCY VEHICLE TURNAROUNDS ON THE. THE CONTRACTOR SHALL SUBMIT A FINAL TRAFFIC CONTROL AND CONSTRUCTION PHASING PLAN TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION DESCRIBING ALL WORK PHASES FOR CONSTRUCTION OF THE BRIDGES AND ROADWAYS AFFECTED. LANE LINES,AT MINIMUM,SHALL BE ESTABLISHED AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL DOCUMENT PRE-CONSTRUCTION SITE CONDITIONS MEANS OF PHOTOGRAPHS AND VIDEO WITH A DESIGNATED O.T.A. REPRESENTATIVE, BEFORE THE START OF CONSTRUCTION. COST SHALL BE CONSIDERED AS INCIDENTAL AND NO SEPARATE PAYMENT SHALL BE MADE. THE CONTRACTOR SHALL PROVIDE THE ENGINEER A DIGITAL COPY OF THE PHOTOGRAPHS AND VIDEO AT THE PRE-WORK MEETING. CONTRACTOR SHALL PAY ALL FEES. TOLL COST SHALL BE INCLUDED IN OTHER S OF WORK. ALL WORK AND/OR MATERIALS NOT CLASSIFIED AS A "CONTRACT PAY " SHALL BE CONSIDERED INCIDENTAL AND THE COST THEREOF SHALL BE INCLUDED IN THE UNIT PRICE BID FOR S WHICH ARE CLASSIFIED FOR PAYMENT. CONSTRUCTION ACTIVITIES ARE NOT PERMITTED ON FRIDAYS. THE PRIME CONTRACTOR SHALL BE REPRESENTED ON SITE AT ALL TIMES. HE MUST BE PRESENT WHEN WORK IS BEING PERFORMED HIS SUBCONTRACTORS. ALL FIELD MEASUREMENTS SHALL PREVAIL ON INSTALLATION AND REMOVAL. 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 S. 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. ALL DIMENSIONS OF THE BRIDGE AND ROADWAYS 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. THE ENGINEER SHALL BE NOTIFIED THE CONTRACTOR TWO (2) WEEKS PRIOR TO ALL CONSTRUCTION ACTIVITIES THAT REQUIRES A LANE/RAMP/TOLL FACILITY CLOSURE. FAILURE TO ADEQUATELY NOTIFY THE ENGINEER 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 PENALTY 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. ALL TRASH, DEBRIS, SPOILS, ETC. SHALL BE REMOVED DAILY. CONSTRUCTION SITE SHALL SHALL BE KEPT IN A CLEAN, WORKMANLIKE MANNER DAILY AS DIRECTED THE ENGINEER. GENERAL CONSTRUCTION NOTES 2 AT THE CLOSE OF ANY WORK PERIOD. ALL COST FOR TRAFFIC PROTECTION AS STATED SHALL BE INCLUDED IN THE PRICE BID FOR OTHER S OF WORK. NO. 2 1/8/1
F:\Projects\015-3395\40-Design\Microstation\OTA Turner TP Bridge 31.20\DGN\S\017_PQNOTES.dgn 1/8/201 DESCRIPTION UNIT QUANTITY SPEC (PL) REPAIR BRIDGE S LSUM PAY QUANTITIES - BRIDGE 31.30 41 MOBILIZATION LSUM TRAFFIC PAY QUANTITIES - BRIDGE 31.30 1.00 1.00 DESCRIPTION UNIT QUANTITY 87(A) TRUCK MOUNTED ATTENUATOR (1) (TC-7,77,84) SD 10.00 880(A) (SP) ARROW DISPLAY (TYPE C) (TC-84) SD 20.00 880(J) LSUM 1.00 882(A) (SP) CHANGEABLE MESSAGE SIGNS (TC-84,85) (1)(2) SD 20.00 PART B - PROJECT SITE RENTAL DESCRIPTION UNIT QUANTITY 45(A) PROJECT SITE RENTAL $/PSRD 5000.00 TRAFFIC PAY NOTES: (TC-25) CONSTRUCTION TRAFFIC CONTROL WILL BE INSTALLED IN A MANNER APPROVED THE ENGINEER, 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 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 TYPE 'A' LIGHTS 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 D495 (LATEST REVISION). THE MANUFACTURER SHALL FURNISH A TYPE 'D' CERTIFICATION IN ACCORDANCE WITH O.T.A. STANDARD SPECIFICATIONS (CURRENT EDITION) SUBSECTION 10.04. THE CERTIFICATION SHALL INCLUDE TEST RESULTS ON MATERIALS SUBMITTED FOR APPROVAL. (TC-7) ANY TRUCK MOUNTED ATTENUATOR USED ON THIS PROJECT SHALL HAVE PASSED ALL MANDATORY AND OPTIONAL TESTS LISTED IN NCHRP 350, TL-3 CRITERIA, THIS IS TO BE USED WHERE SHOWN IN THE STANDARD DRAWINGS OR AT THE DISCRETION OF THE ENGINEER ON SHADOW VEHICLES PROTECTING THE WORK AREAS AND TEMPORARY ROADSIDE 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 S. THE AMOUNT OF CALENDAR DAYS USED TO COMPUTE THE SIGN DAY PAY S 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: http://www.okladot.state.ok.us/traffic/qpl/index.php (1) ANY USED TRUCK MOUNTED ATTENUATOR, CHANGEABLE MESSAGE SIGN, PORTABLE TRAFFIC SIGNAL, OR SAND FILLED IMPACT ATTENUATION MODULE TO BE PLACED ON THIS PROJECT SHALL BE SUBJECT TO INSPECTION AND APPROVAL, THE, 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 SHALL BE FURNISHED, INSTALLED AND MAINTAINED THE CONTRACTOR AND PLACED SEVEN (7) DAYS PRIOR TO BEGINNING WORK. (3) THE S LISTED IN THE TABLE BELOW ARE INCLUDED IN THE THE PAY "CONSTRUCTION TRAFFIC CONTROL". LUMP SUM TRAFFIC PAY S - BRIDGE 31.30 DESCRIPTION 880(B) CONSTRUCTION SIGNS 0 TO.25 SF 880(B) CONSTRUCTION SIGNS.2 TO 15.99 SF 880(B) CONSTRUCTION SIGNS 1.00 TO 32.99 SF 880(C) CONSTRUCTION BARRICADES (TYPE III) 880(C) WING BARRICADES (TC-84) 880(E) WARNING LIGHTS (TYPE A) 880(F) DRUMS BRIDGE PAY NOTES REPAIR BRIDGE S: HEAT STRAIGHTEN A PORTION OF THE EAST EXTERIOR BEAM OVER EASTBOUND AS INDICATED ON THE PLANS. HEAT STRAIGHTEN THE PORTIONS OF THE WEBS AND FLANGES TO REASONABLY CLOSE CONFORMITY TO THE BEAMS ORIGINAL SHAPE IN ACCORDANCE WITH SECTION 50.04E(7) OF THE STANDARD SPECIFICATIONS. PAY "(PL) REPAIR BRIDGE S" CONSISTS OF THE FOLLOWING: A) HEAT STRAIGHTENING THE PORTIONS OF THE BEAM CONFORMITY TO THE ORIGINAL BEAM SHAPE. ALL MATERIAL REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OF IN ACCORDANCE WITH THE SPECIFICATIONS AND AS DIRECTED THE ENGINEER. B) PAINT ALL NEW STRUCTURAL STEEL AND THE AREAS WHERE THE PAINT HAS BEEN DAMAGED EITHER THE CONTRACTOR OR AS A RESULT OF DAMAGES TO THE BEAM. PAY QUANTITIES AND PAY NOTES 3 NO. 3 1/8/1
F:\Projects\015-3395\40-Design\Microstation\OTA Turner TP Bridge 31.20\DGN\S\017_GPE_01.dgn 1/8/201 2'-0" MEDIAN BARRIER 970 90 950 940 930 920 14+75 2'-9" 24'-0" 44'-9" 5'-9" 24'-0" 2'-9" The preliminary WINGWALL plans should not be 18'-0" APPROACH SLAB BACKFACE OF BACKWALL WINGWALL 2'-9" SPAN NO. 1 ABUT. NO. 1 39'-8"! PIER NO. 1 OVERALL WIDTH OF BRIDGE PIER NO. 1 LANE REPAIR SECTION 44'-9" SPAN NO. 2 LANES EASTBOUND LANE EASTBOUND 155'-0" LENGTH OF BRIDGE! PIER NO. 2 PLAN 155'-0" LENGTH OF BRIDGE PIER NO. 2 SPAN NO. 3 14+75 15+75 1+75 ELEVATION 15+75 5'-9" 1'-" 17'-4" 17'-4" 1'-"! PIER NO. 3 WINGWALL 2'-9" SPAN NO. 4 PIER NO. 3 WINGWALL EXP. FIX. FIX. FIX. FIX. FIX. FIX. EXP. REPAIR SECTION LANE LANE RAMP LANE LANE LANE LANE LANE RAMP LANE WESTBOUND WESTBOUND LANES 2'-0" MEDIAN BARRIER 18'-0" APPROACH SLAB BACKFACE OF BACKWALL ABUT. NO. 2 2'-0" 2'-0" 1+75 LANE LANE 48'-0" 970 90 950 940 930 920 NOTE:STATIONS, ELEVATIONS AND DIMENSIONS SHOWN ARE TAKEN FROM ORIGINAL CONSTRUCTION PLANS: OTA 35 GENERAL PLAN AND ELEVATION 4 NO. 4 1/8/1
F:\Projects\015-3395\40-Design\Microstation\OTA Turner TP Bridge 31.20\DGN\S\017-FRAMING.dgn 1/8/201 DIAPHRAGM 15'-0" 14'-9" 15'-0" 14'-4" SPACING! PIER NO. 1! PIER NO. 2 1 DIMENSION FOR BEAM HEAT STRAIGHTENING IS APPROXIMATE. FINAL DIMENSION TO BE DETERMINED IN THE FIELD. 34'-0 " 3WF150 3WF150 1 APPROX. EXTENTS OF HEAT STRAIGHTENING 44'-9" SPAN NO. 2 EASTBOUND PARTIAL FRAMING PLAN NOTE: ALL DIMENSIONS SHOWN ARE TAKEN FROM AS-BUILT PLANS MEASURED ALONG BEAM LINES. 14'-0 " WESTBOUND 5'-9" SPAN NO. 3 14'-0 " 14'-4" 3WF10 3WF150 3WF150 3WF150 3WF150 3WF10! PIER NO. 3 '-9 " '-9 " '-9 " '-9 " '-9 " BRIDGE REPAIR DETAIL 5 NO. 5 1/8/1
panelsizes:min.:12x18,std.:18x24,spcl.:24x30,exp.:30x3,fwy.:3x48 constructpanels:3 24 18 panelstyle:warning.ssi panelname:w1-8 panelsizes:min.:12x18,std.:18x24,spcl.:24x30,exp.:30x3,fwy.:3x48 constructpanels:3 24 18 panelstyle:warning.ssi panelname:w1-8 panelsizes:min.:30x30,std.:3x3,spcl.:48x48 constructpanels:3 24 18 panelstyle:warning.ssi panelname:w5-1 panelwidthlock:0 panelheightlock:0 constructpanels:3 24 18 panelstyle:g20-1.ssi panelname:name panelsizes: F:\Projects\015-3395\40-Design\Microstation\OTA Turner TP Bridge 31.20\DGN\C\TRAFFIC CONTROL 01.dgn 1/8/201 10' 10' MATCHLINE 'A' (2) CS-1E (1) CONSTRUCTION (2) CS-17E SIGN NO. 3 (2) CS-18E 1,000' (1) WING BARRICADE 1,000' (2) W20-1(1 MILE) ROAD WORK 1 MILE WORK AREA 100' TAPER 100' TAPER 900' MERGING TAPER (20) DRUMS @ 50' C/C DETAIL OF SUGGESTED TRAFFIC CONTROL ON WESTBOUND ON RAMP OVER (10) W1-8 (EVERY OTHER DRUM) (1) CONSTRUCTION SIGN NO. 3 A A (3) TYPE III BARRICADES () TYPE 'A' LIGHTS (3) W1-E (THRU TAPER) WESTBOUND I-44 300' 1,300' EASTBOUND I-44 (2) W3-5(5) SPEED LIMIT 5 50' ADVANCE SIGNING (EASTBOUND) (2) R2-1E(5) 5 ARROW DISPLAY (TYPE 'C') 50' 1,000' TANGENT (12) DRUMS @ 50' C/C (2) W20-5(R) OR (L)(1/2 MILE) RIGHT LANE CLOSED 1 2MILE OR LEFT LANE CLOSED 1 2MILE (1) DRUMS @ 25' C/C (8) R4-7A(L) (EVERY OTHER DRUM WESTBOUND I-44 EASTBOUND I-44 OR (1) CONSTRUCTION SIGN 10 (1) CONSTRUCTION SIGN 11 levels:gscolorfill GSBWFILL GSOUTLINE panelstyle:regulatory.ssi constructpanels:3 24 18 legendmaterial:2 panelmounting:1 panelstandard:1 panelname:name panelsizes: levels:gscolorfill GSBWFILL GSOUTLINE panelstyle:regulatory.ssi constructpanels:3 24 18 legendmaterial:2 panelmounting:1 panelstandard:1 panelname:name panelsizes: LANE CLOSED (3) DRUMS @ 50 C'C (1) CONSTRUCTION SIGN NO. 900' MERGING TAPER (20) DRUMS @ 50' C/C (10) W1-8 (EVERY OTHER DRUM) MATCH POINTS BEGIN 900' MERGING TAPER 1000' (2) W4-2(R) OR (L) OR KEEP LEFT (4) TYPE III BARRICADES (50' C/C) (8) TYPE 'A' LIGHTS (4) R11-2(LANE) MATCHLINE 'A' KEEP LEFT (27) DRUMS @ 25 C'C (10) R4-7A(R)(EVERY OTHER DRUM) TRUCK MOUNTED ATTENUATOR (2) R4-1E PASS NOT DO CONSTRUCTION SIGN NO. 3 (G-72) (G-73) (2) CS-13E SPEED LIMIT 5 (2) CS-14E THE ENGINEER SHALL BE NOTIFIED THE CONTRACTOR TWO (2) WEEKS PRIOR TO ALL CONSTRUCTION ACTIVITIES THAT REQUIRES A LANE/RAMP/TOLL FACILITY CLOSURE. FAILURE TO ADEQUATELY NOTIFY THE ENGINEER 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 PENALTY 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) R2-1F(5) 00' TANGENT (12) DRUMS @ 25' C/C ARROW DISPLAY (TYPE 'C') LANE CLOSURE/RAMP CLOSURE NOTES: WORK AREA 17'-4" WESTBOUND EXIT RAMP EXIST. MEDIAN SEE DETAIL THIS BARRIER (1) W5-1 (1) TYPE 'A' LIGHT * PRESENT BEHIND CHANNELIZER CONES. SPEED LIMIT OF 55 TO BE DISPLAYED WHEN WORKERS ARE SECTION A-A 17'-4" WESTBOUND ON RAMP 10'-0" LANE DRUMS @ 25' C/C (1) G20-2A ENGINEER. ROAD WORK AHEAD SPEED LIMIT 75 (1) W20-1(AHEAD) (1) TYPE 'A' LIGHT (1) R2-1F(75) STAGE ONE OF CONSTRUCTION SHOULD BE SET UP AS SHOWN, CLOSING THE EASTBOUND AND CONSTRUCTION SIGNING SHOWN ON I-44 OF THE CONTRACTOR WITH APPROVAL OF THE OUTSIDE TRAVEL LANE. CHANNELIZING DEVICES SHOULD BE IN THE SAME ORDER ONLY REVERSED TO CLOSE THE EASTBOUND INSIDE LANE. THIS PROCESS MAY BE REVERSED AT THE DISCRETION S.H. 18 NO. SUGGESTED TRAFFIC CONTROL 1/8/1