26-038-ITB_Terminal_Dr_Bridge_Rehabilitation_-_Drawings_06.23.26.pdf
PDF 36 MB Posted
- Attached to
- Terminal Drive Bridge Rehabilitation
- Solicitation number
- 26-038-ITB
- Issued by
- Bell County, Kentucky
About this file
This is a technical drawing document for the Terminal Drive Bridge Rehabilitation project issued by the Kenton County Airport Board (KCAB) in Kentucky. The drawings, dated June 23, 2026, provide detailed design specifications and construction plans for the bridge rehabilitation work. A pre-proposal meeting and mandatory site visit are scheduled for Wednesday, June 10, 2026 at 10:00 am at CVG Centre, Admin. Offices, 77 Comair Blvd., Erlanger, Kentucky 41018. Written questions must be submitted by 11:59 pm on Thursday, June 18, 2026, with answers posted no later than Tuesday, June 23, 2026 at 11:59 pm. Proposals must be received by Thursday, July 2, 2026 at 2:00 pm, with no proposals accepted after that deadline unless an addendum extends the date or time.
The drawing document serves as a critical reference for bidders to understand the scope, specifications, and technical requirements for the Terminal Drive Bridge Rehabilitation project. Bidders should review these detailed plans in conjunction with the project scope of work and supporting exhibits to develop accurate and complete proposals. The drawings establish the baseline for construction methodology, materials, dimensions, and site conditions that contractors must address in their bids.
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Text version
S01
SPECIFICATIONS
BOONE COUNTY
TERMINAL DRIVE
BRIDGE REHABILITATION
SPECIAL NOTES
STANDARD DRAWINGS
INDEX OF SHEETS
KENTON COUNTY
AIRPORT BOARD
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E cvg departures bridge repair plans
CINCINNATI/NORTHERN KENTUCKY
INTERNATIONAL AIRPORT
KENTON COUNTY AIRPORT BOARD
C:\PW_WORKDIR\PEWIN_MICHAEL-H\D0248181\CVG_TITLE_SHEET.DWG 6/19/2026 2:15 PM MICHAEL-H
PREPARED BY
1 - Flowable Fill Under Slab C.Y. L.F. L.F.
Jo in t S ea lin g
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BID ITEM CODE 08526024094EC085100850408549085340855023386EC0854021173EC02220
S.F
23378EC
C on cr et e Se al in g 2 - Repair Approach Pavement
Cracks 3 - Joint Sealant Repair
LB
08151
BRIDGE TOTALS
REPAIR #
ESTIMATE OF QUANTITIES
St ee l R ei nf or ce m en t
Ep ox y C oa te d
6 - Overlay Approach Slabs 7 - Patch Shallow Traffic Barrier Wall
Spalls 8 - Patch Overhang Bracket Holes
11 - Seal Substructure
9 - Seal Deck and Barrier Walls 10 - Patch Shallow Pier Cap Spalls
13 - Traffic Barrier Wall Patching
15 - Bridge Deck Overlay
18 - Substructure Patching and FRP
16 - Epoxy Resin Sealing Sidewalk and Gutterline & Masonry Coat Barrier
17 - Replace Transverse Strip Seals
19 - Retrofit Elastomeric Bearings
21 - Light Blister Patching and FRP Repairs
22 - Silicone Around Pedestrian Barrier Lights
23 - Patch Overhang and FRP Repairs
24 - Longitudinal Strip Seal Retrofit
20 - Clean and Paint Pot Bearings and Hold Down Anchors
5 - Replace Joint Seals at the Approach Slabs
M as on ry
C oa tin g
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FR
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229 15 15 229
57291
42110
776 4168
6190 15
524 1454524
662 539 6419 99401 15 1454 2440
KYTC
BID ITEM
L.S. EA EA
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40178
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02650 02671 02014
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06556 06556
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06560
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06557
ROADWAY STRIPING
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22950NN 23253ES717
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1945 360 1360 315 3 130 112
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Ep ox y- U re th an e
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TITLE SHEET
14 - Pedestrian Barrier Wall Patching 278
AutoCAD SHX Text 2026 KYTC Standard Specifications for Road and Bridge Construction.
AutoCAD SHX Text Sheet No.
AutoCAD SHX Text Description
AutoCAD SHX Text Title Sheet
AutoCAD SHX Text General Notes
AutoCAD SHX Text Repair Locations
AutoCAD SHX Text S02
AutoCAD SHX Text S04-S07
AutoCAD SHX Text Special Note for Concrete Repairs
AutoCAD SHX Text Special Note for Pavement Crack and Joint Seal Repairs
AutoCAD SHX Text 2024 AASHTO LRFD Bridge Design Specifications, 10th Edition.
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AutoCAD SHX Text Project Map
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AutoCAD SHX Text S08-S14
AutoCAD SHX Text Repairs 1 and 2
AutoCAD SHX Text Special Note for Concrete Sealing and Coatings
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AutoCAD SHX Text Repairs 3 and 4
AutoCAD SHX Text S16
AutoCAD SHX Text Repairs 5 and 6
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AutoCAD SHX Text Repairs 7 and 8
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AutoCAD SHX Text S19
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NOT ISSUED FOR CONSTRUCTION
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CAD NO:
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DATE:
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APPR.BY:
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AutoCAD SHX Text M.B.H.
AutoCAD SHX Text J.P.M.
AutoCAD SHX Text D.E.R.
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DATE
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REVISION
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BY
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ISSUE FOR BID
AutoCAD SHX Text CVG_TITLE_SHEET.dwg
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AutoCAD SHX Text Lane Closure Mutli-Lane Highway Case II
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TTC-120-04
AutoCAD SHX Text Channelizing Devices
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TTS-140
AutoCAD SHX Text Special Note for " Epoxy-Urethane Overlay38" Epoxy-Urethane Overlay
AutoCAD SHX Text Special Note for Bearing Retainer
GENERAL NOTES
S02 cvg departures bridge repair plans
CINCINNATI/NORTHERN KENTUCKY
INTERNATIONAL AIRPORT
KENTON COUNTY AIRPORT BOARD
C:\PW_WORKDIR\PEWIN_MICHAEL-H\D0248181\CVG_GENERAL_NOTES.DWG 6/18/2026 8:19 PM MICHAEL-H
PREPARED BY
AutoCAD SHX Text SPECIFICATIONS: REFERENCES TO THE SPECIFICATIONS ARE TO THE CURRENT EDITION OF THE KENTUCKY DEPARTMENT OF HIGHWAYS REFERENCES TO THE SPECIFICATIONS ARE TO THE CURRENT EDITION OF THE KENTUCKY DEPARTMENT OF HIGHWAYS STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION INCLUDING ANY CURRENT SUPPLEMENTAL SPECIFICATIONS. ALL REFERENCES TO THE AASHTO SPECIFICATIONS ARE TO THE CURRENT EDITION OF THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, WITH INTERIMS. ALL REFERENCES TO THE ASTM STANDARDS ARE TO THE CURRENT EDITION OF THE ASTM STANDARD SPECIFICATIONS, WITH INTERIMS.
AutoCAD SHX Text MATERIALS DESIGN SPECIFICATIONS: FOR CONCRETE: CONSULT MANUFACTURER'S SPECIFICATIONS CONSULT MANUFACTURER'S SPECIFICATIONS FOR EPOXY COATED STEEL REINFORCEMENT: FY = 60,000 PSIFY = 60,000 PSI
AutoCAD SHX Text ASTM SPECIFICATIONS, CURRENT EDITION, AS DESIGNATED BELOW SHALL GOVERN THE FOLLOWING MATERIALS FURNISHED. MATERIAL ASTM, CURRENT ED. MATERIAL ASTM, CURRENT ED. CURRENT ED. STRUCTURAL STEEL FOR ROLLED SHAPES AND PLATES A709 GRADE 36 MIN. A709 GRADE 36 MIN. BOLTS (UP TO 1 " ) F3125 GRADE A325 12" ) F3125 GRADE A325
AutoCAD SHX Text DIMENSIONS: DIMENSIONS SHOWN ON THESE PLANS ARE TAKEN FROM THE ORIGINAL CONSTRUCTION CONTRACT PLANS AND DO NOT DIMENSIONS SHOWN ON THESE PLANS ARE TAKEN FROM THE ORIGINAL CONSTRUCTION CONTRACT PLANS AND DO NOT NECESSARILY REFLECT REVISIONS MADE DURING CONSTRUCTION OR REPAIRS PREVIOUSLY INSTALLED. THE CONTRACTOR SHALL VERIFY ELEVATIONS AND DIMENSIONS, INCLUDING THICKNESS OF PARTS AND FASTENER SIZE/SPACING, WITH FIELD MEASUREMENTS PRIOR TO ORDERING MATERIALS OR FABRICATING STEELWORK. ALL PLAN DIMENSIONS ARE FOR A NORMAL TEMPERATURE OF 60°F. LAYOUTDIMENSIONS ARE HORIZONTAL DIMENSIONS.
AutoCAD SHX Text BRIDGE PLANS: A COPY OF AVAILABLE EXISTING BRIDGE PLANS WILL BE MADE AVAILABLE TO THE SUCCESSFUL BIDDER UPON WRITTEN A COPY OF AVAILABLE EXISTING BRIDGE PLANS WILL BE MADE AVAILABLE TO THE SUCCESSFUL BIDDER UPON WRITTEN REQUEST. ON SITE INSPECTION: EACH CONTRACTOR SUBMITTING A BID FOR THIS WORK SHALL MAKE A THOROUGH INSPECTION OF THE BRIDGE EACH CONTRACTOR SUBMITTING A BID FOR THIS WORK SHALL MAKE A THOROUGH INSPECTION OF THE BRIDGE AND THE WORK SITE PRIOR TO SUBMITTING A BID AND SHALL BE THOROUGHLY FAMILIARIZED WITH EXISTING CONDITIONS SO THAT WORK CAN BE EXPEDITIOUSLY PERFORMED AFTER A CONTRACT IS AWARDED. A SUITABLE METHOD OF PERFORMING THE WORK DESCRIBED HEREIN SHOULD BE INVESTIGATED. SUBMISSION OF A BID WILL BE CONSIDERED EVIDENCE OF THIS INSPECTION HAVING BEEN MADE. ANY CLAIMS FROM SITE CONDITIONS WILL NOT BE HONORED BY OWNER.
AutoCAD SHX Text VERIFYING FIELD CONDITIONS: PLAN DIMENSIONS AND DETAILS RELATIVE TO THE EXISTING STRUCTURE ARE SUBJECT TO NOMINAL PLAN DIMENSIONS AND DETAILS RELATIVE TO THE EXISTING STRUCTURE ARE SUBJECT TO NOMINAL CONSTRUCTION VARIATIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SUCH DIMENSIONS AND DETAILS IN THE FIELD AND MAKE THE NECESSARY APPROVED ADJUSTMENTS PRIOR TO CONSTRUCTION OR ORDERING OF MATERIALS. SUCH VARIATIONS SHALL NOT BE CAUSE FOR ADDITIONAL COMPENSATION FOR A CHANGE IN THE SCOPE OF THE WORK; HOWEVER THE CONTRACTOR WILL BE PAID FOR THE QUANTITY ACTUALLY FURNISHED AT THE UNIT PRICE BID FOR THE WORK. IN ADDITION, THE OVERRUN AND UNDERRUN FORMULAS MAY BE APPLIED TO APPROPRIATE REPAIRS PROVIDED THAT THE REQUIREMENTS OF ARTICLE 104.02.02 OF THE STANDARD SPECIFICATIONS ARE SATISFIED.
AutoCAD SHX Text AT LEAST 14 DAYS IN ADVANCE OF BEGINNING CONSTRUCTION, THE SUCCESSFUL CONTRACTOR SHALL SUBMIT TO THE OWNER A WORK PLAN FOR PERFORMING WORK. THIS WORK PLAN SHALL INCLUDE BUT IS NOT LIMITED TO METHODS FOR CONTAINING DEBRIS, DEBRIS REMOVAL, AND MAINTENANCE OF TRAFFIC DURING CONSTRUCTION.
AutoCAD SHX Text BEVELED EDGES: BEVEL ALL EXPOSED CONCRETE EDGES ", UNLESS OTHERWISE NOTED. BEVEL ALL EXPOSED CONCRETE EDGES ", UNLESS OTHERWISE NOTED.34", UNLESS OTHERWISE NOTED.
AutoCAD SHX Text MILL TEST REPORTS: NOTARIZED MILL TEST REPORTS SHALL BE FURNISHED IN TRIPLICATE TO THE OWNER SHOWING THAT ALL NOTARIZED MILL TEST REPORTS SHALL BE FURNISHED IN TRIPLICATE TO THE OWNER SHOWING THAT ALL STRUCTURAL STEEL CONFORMS TO THE REQUIREMENTS OF THE SPECIFICATIONS. WELDING SPECIFICATIONS: ALL WELDING AND WELDING MATERIALS SHALL CONFORM TO "JOINT SPECIFICATION ALL WELDING AND WELDING MATERIALS SHALL CONFORM TO "JOINT SPECIFICATION ANSI/AASHTO/AWS D1.1 : 2025 BRIDGE WELDING CODE". WELDING PROCEDURES: QUALIFICATION TEST OF ALL WELDING PROCEDURES, WHEN REQUIRED BY AWS, SHALL BE COMPLETED BY THE QUALIFICATION TEST OF ALL WELDING PROCEDURES, WHEN REQUIRED BY AWS, SHALL BE COMPLETED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO THE FINAL APPROVAL OF THE SHOP DRAWINGS AND THE START OF THE FABRICATION.
AutoCAD SHX Text WELD SIZES: UNLESS SPECIFIED OTHERWISE, USE THE FOLLOWING FILLET WELD SIZES: UNLESS SPECIFIED OTHERWISE, USE THE FOLLOWING FILLET WELD SIZES:
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THE WELD SIZE NEED NOT EXCEED THE THICKNESS OF THE THINNER PART JOINED.
AutoCAD SHX Text HIGH STRENGTH BOLT CONNECTIONS: UNLESS OTHERWISE SPECIFIED ON THE PLANS, ALL BOLTED CONNECTIONS SHALL BE ASTM UNLESS OTHERWISE SPECIFIED ON THE PLANS, ALL BOLTED CONNECTIONS SHALL BE ASTM F3125 GRADE A325 HIGH STRENGTH BOLTS, A563DH NUTS, AND F436 FLAT WASHERS. OPEN HOLES SHALL BE 1/16 INCH GREATER THAN THE BOLT DIAMETER, UNLESS OTHERWISE NOTED. BOLT THREADS SHALL BE EXCLUDED FROM THE SHEAR PLANE IN ALL BOLTED CONNECTIONS, UNLESS OTHERWISE NOTED.
AutoCAD SHX Text DISPOSAL OF MATERIALS: ALL MATERIALS AND DEBRIS REMOVED FROM OR BENEATH THE BRIDGE OR APPROACHES SHALL BECOME THE ALL MATERIALS AND DEBRIS REMOVED FROM OR BENEATH THE BRIDGE OR APPROACHES SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE RIGHT-OF-WAY.
AutoCAD SHX Text UTILITIES: UTILITIES PRESENT ON THE BRIDGE OR AROUND THE STRUCTURE ARE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE, UTILITIES PRESENT ON THE BRIDGE OR AROUND THE STRUCTURE ARE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE, DEACTIVATE AND COORDINATE ACTIVITIES WITH THE OWNER.
AutoCAD SHX Text STABILITY OF THE STRUCTURE: THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE FROM THE THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE FROM THE TIME OF MOBILIZATION UNTIL AFTER THE BRIDGE HAS BEEN REOPENED TO NORMAL TRAFFIC FOLLOWING COMPLETION OF ALL WORK REQUIRED IN THE CONTRACT. DAMAGE OUTSIDE CONSTRUCTION LIMITS: ANY AREA THAT IS DISTURBED OUTSIDE THE LIMITS OF THE CONSTRUCTION DURING THE LIFE ANY AREA THAT IS DISTURBED OUTSIDE THE LIMITS OF THE CONSTRUCTION DURING THE LIFE OF THE PROJECT SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE, SHOULD SUCH DAMAGE RESULT FROM THE CONTRACTOR'S ACTIONS. DAMAGE TO THE STRUCTURE: THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY AND EXPENSE FOR REPAIR OF ANY AND ALL THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY AND EXPENSE FOR REPAIR OF ANY AND ALL DAMAGES TO THE STRUCTURE, SHOULD SUCH DAMAGE RESULT FROM THE CONTRACTOR'S ACTIONS. AFTER COMPLETION OF ALL OPERATIONS, THE STRUCTURE AND SITE SHALL BE LEFT IN A CONDITION THAT IS IN ACCORDANCE WITH SECTION 105.12 OF THE SPECIFICATIONS. CONSTRUCTION LOAD: STORAGE OF MATERIAL ON THE BRIDGE IS PROHIBITED WITHOUT WRITTEN APPROVAL OF THE ENGINEER. STORAGE OF MATERIAL ON THE BRIDGE IS PROHIBITED WITHOUT WRITTEN APPROVAL OF THE ENGINEER. SALVAGE AND REINSTALL CONDUIT: SALVAGE THE EXISTING CONDUIT, CONNECTION, AND HANGER SYSTEM FOR THE BRIDGE LIGHTING. SALVAGE THE EXISTING CONDUIT, CONNECTION, AND HANGER SYSTEM FOR THE BRIDGE LIGHTING. SOME TEMPORARY SUPPORT MAY BE REQUIRED. TAKE CARE NOT TO DAMAGE THE CONDUIT OR HANGERS DURING CONSTRUCTION, ANY DAMAGE DUE TO THE CONTRACTOR MUST BE REPLACED AT NO COST TO THE OWNER.
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GENERAL NOTES
AutoCAD SHX Text BASE METAL THICKNESS OF THICK PART JOINED (IN.) TO " INCLUSIVE 14" INCLUSIVE OVER " TO " 14" TO " 12" OVER " TO " 12" TO " 34" OVER " 34"
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MINIMUM SIZE OF FILLET WELD (IN.) 18" 316" 14" 516"
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NOT ISSUED FOR CONSTRUCTION
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CAD NO:
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DATE:
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APPR.BY:
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AutoCAD SHX Text M.B.H.
AutoCAD SHX Text J.P.M.
AutoCAD SHX Text D.E.R.
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NTS
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DATE
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BY
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AutoCAD SHX Text CVG_GENERAL_NOTES.dwg
PAVEMENT MARKING AND STRIPING: NO SEPARATE STRIPING PLANS ARE INCLUDED IN THE CONTRACT DOCUMENTS. PRIOR TO BEGINNING ANY WORK WITHIN THE LIMITS OF A REPAIR AREA, THE CONTRACTOR SHALL FIELD-DOCUMENT THE EXISTING PAVEMENT MARKING CONFIGURATION, INCLUDING THE TYPE, COLOR, WIDTH, LOCATION, AND LAYOUT OF ALL LANE LINES, EDGE LINES, TURN ARROWS, CROSSWALKS, STOP BARS, AND ANY OTHER PAVEMENT MARKINGS PRESENT WITHIN OR ADJACENT TO THE WORK AREA. THIS DOCUMENTATION SHALL BE SUBMITTED TO THE ENGINEER 7 DAYS BEFORE WORK BEGINS FOR REVIEW AND APPROVAL. UPON COMPLETION OF ANY OVERLAY, PATCHING, OR SURFACE TREATMENT WORK THAT DISTURBS OR COVERS EXISTING PAVEMENT MARKINGS, THE CONTRACTOR SHALL RESTORE ALL PAVEMENT MARKINGS TO MATCH THE PRE-EXISTING CONFIGURATION AS DOCUMENTED UNLESS DIRECTED OTHERWISE. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CURRENT EDITION OF THE MUTCD, APPLICABLE KYTC STANDARD DRAWINGS AND SPECIFICATIONS, AND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. RE-STRIPING SHALL BE CONSIDERED INCIDENTAL TO THE ASSOCIATED REPAIR BID ITEM UNLESS OTHERWISE SPECIFIED.
cvg departures bridge repair plans
CINCINNATI/NORTHERN KENTUCKY
INTERNATIONAL AIRPORT
KENTON COUNTY AIRPORT BOARD
C:\PW_WORKDIR\PEWIN_MICHAEL-H\D0248181\CVG_EBASE.DWG 6/18/2026 8:22 PM MICHAEL-H
PREPARED BY
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CONRAC MSE APPROACH
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ORIGINAL TERMINAL BRIDGE
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ABUTMENT 1
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ABUTMENT 2
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SECTION 1
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BEGINNING OF PROJECT
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S04 cvg departures bridge repair plans
CINCINNATI/NORTHERN KENTUCKY
INTERNATIONAL AIRPORT
KENTON COUNTY AIRPORT BOARD
C:\PW_WORKDIR\PEWIN_MICHAEL-H\D0248181\CVG_EBASE.DWG 6/18/2026 8:22 PM MICHAEL-H
PREPARED BY
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REPAIR LEGEND:
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TOWARD DONALDSON ROAD
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BEGINNING OF PROJECT
AutoCAD SHX Text 1'-7 "34"
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LEFT SHOULDER
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LEFT LANE
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RIGHT LANE
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FLOWABLE FILL UNDER SLAB
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REPAIR APPROACH PAVEMENT CRACKS
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REPLACE JOINT SEALS AT THE APPROACH SLABS
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PLAN - SECTION 1: CONRAC MSE APPROACH
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TOWARD SECTION 2 (CONCRAC BRIDGE)
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CRACK ARREST JOINT
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NOT ISSUED FOR CONSTRUCTION
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CAD NO:
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APPR.BY:
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CHK.BY:
AutoCAD SHX Text 05-29-2026
AutoCAD SHX Text M.B.H.
AutoCAD SHX Text J.P.M.
AutoCAD SHX Text D.E.R.
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NTS
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DATE
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REVISION
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BY
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AUTH.
AutoCAD SHX Text 6/4/26
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ISSUE FOR BID
AutoCAD SHX Text CVG_EBASE.dwg
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SEAL BARRIER WALLS
REPAIR LOCATIONS 2 OF 4
S05 cvg departures bridge repair plans
CINCINNATI/NORTHERN KENTUCKY
INTERNATIONAL AIRPORT
KENTON COUNTY AIRPORT BOARD
C:\PW_WORKDIR\PEWIN_MICHAEL-H\D0248181\CVG_EBASE.DWG 6/18/2026 8:22 PM MICHAEL-H
PREPARED BY
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CONRAC MSE APPROACH
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CONRAC BRIDGE
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CONRAC APPROACH SLAB
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SPAN 2C
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SPAN 9C
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SPAN 10C
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SPAN 11C
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SPAN 12C
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SPAN 13C
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SPAN 14C
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SPAN 1
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SPAN 1C
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ABUTMENT 1
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PIER 1C
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PIER 2C
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PIER 3C
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PIER 4C
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PIER 5C
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PIER 6C
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PIER 7C
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PIER 8C
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PIER 9C
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PIER 10C
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PIER 12C
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PIER 13C
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PIER 14C PIER 1
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PIER 11C
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AutoCAD SHX Text 63'-3"
AutoCAD SHX Text 83'-6"
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AutoCAD SHX Text 78'-9 "364"
AutoCAD SHX Text 56'-0 "58"
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REPAIR LEGEND:
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PATCH SHALLOW TRAFFIC BARRIER WALL SPALLS
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PATCH OVERHANG BRACKET HOLES
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SEAL DECK AND BARRIER WALLS
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PATCH SHALLOW PIER CAP SPALLS
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SEAL SUBSTRUCTURE
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LEFT SHOULDER
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LEFT LANE
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RIGHT LANE
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RIGHT SHOULDER
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LEFT TRAFFIC BARRIER WALL
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RIGHT TRAFFIC BARRIER WALL
AutoCAD SHX Text 1'-7 "34"
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PLAN - SECTION 2: CONRAC BRIDGE
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MATCH
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MATCH
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LINE
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LINE
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TOWARD SECTION 1 (CONRAC MSE APPROACH)
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TOWARD SECTION 3 (ORIGINAL TERMINAL BRIDGE)
AutoCAD SHX Text 1'-7 " 34"
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MATCH LINE
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NOT ISSUED FOR CONSTRUCTION
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CAD NO:
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APPR.BY:
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CHK.BY:
AutoCAD SHX Text 05-29-2026
AutoCAD SHX Text M.B.H.
AutoCAD SHX Text J.P.M.
AutoCAD SHX Text D.E.R.
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NTS
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DATE
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REVISION
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BY
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AUTH.
AutoCAD SHX Text 6/4/26
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ISSUE FOR BID
CVG_EBASE.dwg
REPAIR LOCATIONS 3 OF 4
S06 cvg departures bridge repair plans
CINCINNATI/NORTHERN KENTUCKY
INTERNATIONAL AIRPORT
KENTON COUNTY AIRPORT BOARD
C:\PW_WORKDIR\PEWIN_MICHAEL-H\D0248181\CVG_EBASE.DWG 6/18/2026 8:22 PM MICHAEL-H
PREPARED BY
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ORIGINAL TERMINAL BRIDGE
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SPAN 14C
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SPAN 1
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SPAN 2
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SPAN 3
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SPAN 4
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SPAN 7
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SPAN 8
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SPAN 9
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SPAN 11
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SPAN 13
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SPAN 14
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SPAN 15
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SPAN 17
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SPAN 18
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SPAN 16
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ORIGINAL APPROACH SLAB
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PIER 14C PIER 1
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PIER 2
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PIER 3
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PIER 4
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PIER 6
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PIER 5
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PIER 7
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PIER 8
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PIER 9
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PIER 11
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PIER 12
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PIER 13
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PIER 14
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PIER 15
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PIER 16
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PIER 17
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PIER 18
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ABUTMENT 2
AutoCAD SHX Text 56'-7"
AutoCAD SHX Text 56'-7 "12"
AutoCAD SHX Text 58'-3 "78"
AutoCAD SHX Text 52'-8"
AutoCAD SHX Text 54'-4 " 38"
AutoCAD SHX Text 90'-0"
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AutoCAD SHX Text 87'-6"
AutoCAD SHX Text 85'-0"
AutoCAD SHX Text 87'-6"
AutoCAD SHX Text 90'-0"
AutoCAD SHX Text 55'-0"
AutoCAD SHX Text 65'-0"
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AutoCAD SHX Text 136'-8 " 38"
AutoCAD SHX Text 137'-2 " 38"
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REPAIR LEGEND:
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SEAL SUBSTRUCTURE
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TRAFFIC BARRIER WALL PATCHING
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PEDESTRIAN BARRIER WALL PATCHING
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BRIDGE DECK OVERLAY
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EPOXY RESIN SEALING SIDEWALK / GUTTERLINES AND MASONRY COAT BARRIERS
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REPLACE TRANSVERSE STRIP SEALS
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SUBSTRUCTURE PATCHING INDICATES FRP SUBSEQUENT TO PATCH
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RETROFIT ELASTOMERIC BEARING
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CLEAN AND PAINT POT BEARINGS AND HOLD DOWN ANCHORS
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LIGHT BLISTER PATCHING AND FRP REPAIRS
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SILICONE AROUND PEDESTRIAN BARRIER LIGHTS
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PATCH OVERHANG AND FRP REPAIRS
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PLAN - SECTION 3: ORIGINAL TERMINAL BRIDGE
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TOWARD SECTION 2 (CONRAC BRIDGE)
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TOWARD SECTIONN 4 (ORIGINAL MSE APPROACH)
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MATCH LINE
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LEFT SHOULDER/SIDEWALK
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LEFT THROUGH LANE 1
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LEFT THROUGH LANE 2
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RIGHT PULLOFF LANE 3
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RIGHT PULLOFF LANE 4
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RIGHT SHOULDER/SIDEWALK
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PIER 10
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RIGHT TRAFFIC BARRIER WALL (TYP.)
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LEFT TRAFFIC BARRIER WALL
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MATCH LINE
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LEFT TRAFFIC BARRIER WALL
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LEFT PEDESTRIAN BARRIER WALL
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PATCH OVERHANG BRACKET HOLES
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LONGITUDINAL STRIP SEAL RETROFIT
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NOT ISSUED FOR CONSTRUCTION
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CAD NO:
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PROJ.NO:
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DATE:
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DWN.BY:
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SHEET NO:
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SCALE:
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APPR.BY:
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CHK.BY:
AutoCAD SHX Text 05-29-2026
AutoCAD SHX Text M.B.H.
AutoCAD SHX Text J.P.M.
AutoCAD SHX Text D.E.R.
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NTS
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DATE
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REVISION
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BY
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AUTH.
AutoCAD SHX Text 6/4/26
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ISSUE FOR BID
CVG_EBASE.dwg
REPAIR LOCATIONS 4 OF 4
S07 cvg departures bridge repair plans
CINCINNATI/NORTHERN KENTUCKY
INTERNATIONAL AIRPORT
KENTON COUNTY AIRPORT BOARD
C:\PW_WORKDIR\PEWIN_MICHAEL-H\D0248181\CVG_EBASE.DWG 6/18/2026 8:22 PM MICHAEL-H
PREPARED BY
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ORIGINAL MSE APPROACH
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SPAN 18
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ORIGINAL APPROACH SLAB
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ABUTMENT 2
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REPAIR LEGEND:
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REPAIR APPROACH PAVEMENT CRACKS
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JOINT SEALANT REPAIR
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REPLACE JOINT SEALS AT APPROACH SLABS
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OVERLAY APPROACH SLAB
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PLAN - SECTION 4: ORIGINAL MSE APPROACH
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MATCH LINE
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TOWARD SECTION 3 (ORIGINAL TERMINAL BRIDGE)
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LEFT SHOULDER
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LEFT LANE
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RIGHT TRANSITION LANE
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RIGHT SHOULDER
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RIGHT TRAFFIC BARRIER WALL (TYP.)
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LEFT TRAFFIC BARRIER WALL (TYP.)
AutoCAD SHX Text 1'-7 "34"
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TOWARD DONALDSON ROAD
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END OF PROJECT
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VAR.
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NOT ISSUED FOR CONSTRUCTION
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CAD NO:
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PROJ.NO:
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DATE:
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DWN.BY:
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SHEET NO:
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SCALE:
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APPR.BY:
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CHK.BY:
AutoCAD SHX Text 05-29-2026
AutoCAD SHX Text M.B.H.
AutoCAD SHX Text J.P.M.
AutoCAD SHX Text D.E.R.
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NTS
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DATE
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REVISION
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BY
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AUTH.
AutoCAD SHX Text 6/4/26
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ISSUE FOR BID
AutoCAD SHX Text CVG_EBASE.dwg
SEAL BARRIER WALLS
CINCINNATI/NORTHERN KENTUCKY
INTERNATIONAL AIRPORT
KENTON COUNTY AIRPORT BOARD
C:\PW_WORKDIR\PEWIN_MICHAEL-H\D0248181\CVG_REPAIRS_MOT_2.DWG 6/12/2026 12:15 PM MICHAEL-H
PREPARED BY
N
MAINTENANCE OF TRAFFIC 1 OF 7
S08
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CONRAC MSE APPROACH
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ORIGINAL TERMINAL BRIDGE
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ORIGINAL MSE APPROACH
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CONRAC BRIDGE
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PIER 11
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END OF PROJECT
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LIMITS OF PHASE B
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LIMITS OF PHASE B
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BEGINNING OF PROJECT
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PIER 9
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PIER 4
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PIER 17
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NOT ISSUED FOR CONSTRUCTION
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CAD NO:
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PROJ.NO:
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DATE:
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DWN.BY:
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SHEET NO:
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SCALE:
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APPR.BY:
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CHK.BY:
AutoCAD SHX Text 05-29-2026
AutoCAD SHX Text M.B.H.
AutoCAD SHX Text J.P.M.
AutoCAD SHX Text D.E.R.
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NTS
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DATE
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REVISION
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BY
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AUTH.
AutoCAD SHX Text 6/4/26
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ISSUE FOR BID
AutoCAD SHX Text CVG_REPAIRS_MOT_2.dwg
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MAINTENANCE OF TRAFFIC - FOR TOP OF BRIDGE REPAIRS
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PHASE B-II
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PHASE B-I
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PHASE B-IV
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PHASE B-III
AutoCAD SHX Text MAINTENANCE OF TRAFFIC NOTES: SEE THE CONSTRUCTION SEQUENCE FOR ADDITIONAL INFORMATION ON LANE CLOSURES AND MOT. SEE MUTCD CURRENT EDITION SECTION 6 FOR TEMPORARY TRAFFIC BARRIERS AND ADDITIONAL INFORMATION. A. FOR PHASED TRAFFIC CONTROL, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING AND MAINTAINING ALL BARRIERS, ALONG THE FULL LENGTH OF ALL FULL LANE CLOSURES. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WITHIN THE CONSTRUCTION ZONE SO AS NOT TO IMPEDE FOR PHASED TRAFFIC CONTROL, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING AND MAINTAINING ALL BARRIERS, ALONG THE FULL LENGTH OF ALL FULL LANE CLOSURES. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WITHIN THE CONSTRUCTION ZONE SO AS NOT TO IMPEDE TRAFFIC OR DAMAGE ANY FACILITIES, STRUCTURES, OR PROPERTY OUTSIDE THE DESIGNATED WORK AREA. B. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A 15' EMERGENCY LANE THROUGH THE DURATION OF CONSTRUCTION FOR THE TOP OF BRIDGE REPAIRS AT ALL TIMES.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A 15' EMERGENCY LANE THROUGH THE DURATION OF CONSTRUCTION FOR THE TOP OF BRIDGE REPAIRS AT ALL TIMES.
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%%ULEGEND:
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- PHASE B-II MOT
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- PHASE B-I MOT
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SPAN 10
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SPAN 11
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RAISED CROSSWALK
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DETAIL A (NEXT SHEET)
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- PHASE B-III MOT
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- PHASE B-IV MOT
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VARIES
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12'-0" LANE (MIN.)
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THRU LANE
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VARIES
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LANE
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DECK
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VARIES
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12'-0" LANE (MIN.)
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VARIES
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LIMITS OF REPAIR WORK
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LIMITS OF REPAIR WORK
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10'-0" LANE (MIN.)
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PULL-OFF LANE
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SHOULDER
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SECTION A-A - TYPICAL MOT PHASE A-II
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(LOOKING AHEAD)
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(LOOKING AHEAD)
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SECTION A-A - TYPICAL MOT PHASE A-I
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7' TALL (MIN.) APPROVED DEBRIS BARRIER
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7' TALL (MIN.) APPROVED DEBRIS BARRIER
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DECK
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CONSTRUCTION
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LANE
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TRAFFIC
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LANE
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LONG. JOINTJOINT
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LONG. JOINTJOINT
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CONSTRUCTION
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SHOULDER
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AutoCAD SHX Text NOTE: DURING TYPICAL PHASE A-I CONSTRUCTION A 3'-0" SHOULDER, 10'-0" PULL-OFF LANE, AND 12'-0" THRU LANE MUST BE OPEN TO TRAFFIC AT ALL TIMES.
AutoCAD SHX Text NOTE: DURING TYPICAL PHASE A-II CONSTRUCTION A 5'-0" SHOULDER AND ONE 12'-0" LANE MUST BE OPEN TO TRAFFIC AT ALL TIMES.
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SPAN 8
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SPAN 16
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SPAN 4
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PHASE A-I CONSTRUCTION (TYP.)
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PHASE A-II CONSTRUCTION (TYP.)
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PHASE A-III CONSTRUCTION (TYP.)
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PHASE A-IV CONSTRUCTION (TYP.)
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LIMITS OF PHASE A
LIMITS OF PHASE A
CINCINNATI/NORTHERN KENTUCKY
INTERNATIONAL AIRPORT
KENTON COUNTY AIRPORT BOARD
C:\PW_WORKDIR\PEWIN_MICHAEL-H\D0248181\CVG_REPAIRS_MOT_2.DWG 6/12/2026 12:15 PM MICHAEL-H
PREPARED BY
MAINTENANCE OF TRAFFIC 2 OF 7
S09
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NOT ISSUED FOR CONSTRUCTION
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CAD NO:
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PROJ.NO:
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DATE:
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DWN.BY:
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SHEET NO:
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SCALE:
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APPR.BY:
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CHK.BY:
AutoCAD SHX Text 05-29-2026
AutoCAD SHX Text M.B.H.
AutoCAD SHX Text J.P.M.
AutoCAD SHX Text D.E.R.
AutoCAD SHX Text
NTS
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DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text
AUTH.
AutoCAD SHX Text 6/4/26
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ISSUE FOR BID
AutoCAD SHX Text CVG_REPAIRS_MOT_2.dwg
AutoCAD SHX Text
MAINTENANCE OF TRAFFIC - FOR TOP OF BRIDGE REPAIRS
AutoCAD SHX Text NOTES: RAISED SIDEWALK OVERLAY (SEE REPAIR 15 ON SHEET S22) TO BE : RAISED SIDEWALK OVERLAY (SEE REPAIR 15 ON SHEET S22) TO BE COMPLETED IN 4 PHASES AS SHOWN IN DETAIL A.
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VARIES
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12'-0" LANE (MIN.)
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THRU LANE
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VARIES
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LANE
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DECK
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LIMITS OF REPAIR WORK
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10'-0" LANE (MIN.)
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AutoCAD SHX Text 1'-0"
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PULL-OFF LANE
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SHOULDER
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7' TALL (MIN.) APPROVED DEBRIS BARRIER
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CONSTRUCTION
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LANE
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LONG. JOINTJOINT
AutoCAD SHX Text NOTE: DURING TYPICAL PHASE A-III CONSTRUCTION A 3'-0" SHOULDER, 10'-0" PULL-OFF LANE, AND 12'-0" THRU LANE MUST BE OPEN TO TRAFFIC AT ALL TIMES.
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VARIES
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12'-0" LANE (MIN.)
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VARIES
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LIMITS OF REPAIR WORK
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7' TALL (MIN.) APPROVED DEBRIS BARRIER
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DECK
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TRAFFIC
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LANE
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LONG. JOINTJOINT
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CONSTRUCTION
AutoCAD SHX Text 5'-0"
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SHOULDER
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text NOTE: DURING TYPICAL PHASE A-IV CONSTRUCTION A 5'-0" SHOULDER AND ONE 12'-0" LANE MUST BE OPEN TO TRAFFIC AT ALL TIMES.
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SECTION B-B - TYPICAL MOT PHASE A-III
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SECTION B-B - TYPICAL MOT PHASE A-IV
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(LOOKING AHEAD)
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(LOOKING AHEAD)
AutoCAD SHX Text MAINTENANCE OF TRAFFIC NOTES: SEE THE CONSTRUCTION SEQUENCE FOR ADDITIONAL INFORMATION ON LANE CLOSURES AND MOT. SEE MUTCD CURRENT EDITION SECTION 6 FOR TEMPORARY TRAFFIC BARRIERS AND ADDITIONAL INFORMATION. A. FOR PHASED TRAFFIC CONTROL, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING AND MAINTAINING ALL BARRIERS, ALONG THE FULL LENGTH OF ALL LANE CLOSURES. THE CONTRACTOR SHALL FOR PHASED TRAFFIC CONTROL, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING AND MAINTAINING ALL BARRIERS, ALONG THE FULL LENGTH OF ALL LANE CLOSURES. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WITHIN THE CONSTRUCTION ZONE SO AS NOT TO IMPEDE TRAFFIC OR DAMAGE ANY FACILITIES, STRUCTURES, OR PROPERTY OUTSIDE THE DESIGNATED WORK AREA. B. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A 15' EMERGENCY LANE THROUGH THE DURATION OF CONSTRUCTION FOR THE TOP OF BRIDGE REPAIRS AT ALL TIMES.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A 15' EMERGENCY LANE THROUGH THE DURATION OF CONSTRUCTION FOR THE TOP OF BRIDGE REPAIRS AT ALL TIMES.
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DETAIL A - RAISED CROSSWALK PHASING
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II
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III
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IV
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LIMITS OF REPAIR 15 RAISED CROSSWALK OVERLAY
(CAN BE PERFORMED IN EITHER PHASE A OR PHASE B)
CINCINNATI/NORTHERN KENTUCKY
INTERNATIONAL AIRPORT
KENTON COUNTY AIRPORT BOARD
C:\PW_WORKDIR\PEWIN_MICHAEL-H\D0248181\CVG_REPAIRS_MOT_3.DWG 6/11/2026 4:02 PM MICHAEL-H
PREPARED BY
N
MAINTENANCE OF TRAFFIC 3 OF 7
S10
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CONRAC MSE APPROACH
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ORIGINAL TERMINAL BRIDGE
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ORIGINAL MSE APPROACH
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CONRAC BRIDGE
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PIER 11
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END OF PROJECT
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LIMITS OF PHASE B
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LIMITS OF PHASE B
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BEGINNING OF PROJECT
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PIER 9
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PIER 4
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PIER 17
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NOT ISSUED FOR CONSTRUCTION
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CAD NO:
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APPR.BY:
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CHK.BY:
AutoCAD SHX Text 05-29-2026
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AutoCAD SHX Text D.E.R.
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NTS
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DATE
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REVISION
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BY
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AUTH.
AutoCAD SHX Text 6/4/26
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ISSUE FOR BID
AutoCAD SHX Text CVG_REPAIRS_MOT_3.dwg
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MAINTENANCE OF TRAFFIC - FOR TOP OF BRIDGE REPAIRS
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PHASE B-II CONSTRUCTION (TYP.)
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PHASE B-I CONSTRUCTION (TYP.)
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PHASE B-IV CONSTRUCTION (TYP.)
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PHASE B-III CONSTRUCTION (TYP.)
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VARIES
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7" TALL (MIN.) TL-2 TRAFFIC AND DEBRIS BARRIER OR APPROVED EQUIVALENT
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10'-0" LANE (MIN.)
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CONSTRUCTION
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SHOULDER
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VARIES
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LANE
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DECK OR
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APPROACH SLAB
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SECTION C-C - TYPICAL MOT PHASE B-I
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VARIES
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10'-0" LANE (MIN.)
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TRAFFIC BARRIER (TYP.)
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CONSTRUCTION
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TRAFFIC
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VARIES
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LANE
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DECK OR
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APPROACH SLAB
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SECTION C-C - TYPICAL MOT PHASE B-II
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AutoCAD SHX Text MAINTENANCE OF TRAFFIC NOTES CONSTRUCTION SEQUENCE: SEE THE CONSTRUCTION SEQUENCE FOR ADDITIONAL INFORMATION ON LANE CLOSURES AND MOT. SEE MUTCD CURRENT EDITION SECTION 6 FOR TEMPORARY TRAFFIC BARRIERS AND ADDITIONAL INFORMATION. A. FOR PHASED TRAFFIC CONTROL, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING AND MAINTAINING BARRIERS, 7' TALL DEBRIS BARRIERS (OR APPROVED EQUIVALENT), ALONG THE FULL LENGTH OF ALL FULL LANE CLOSURES. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WITHIN FOR PHASED TRAFFIC CONTROL, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING AND MAINTAINING BARRIERS, 7' TALL DEBRIS BARRIERS (OR APPROVED EQUIVALENT), ALONG THE FULL LENGTH OF ALL FULL LANE CLOSURES. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WITHIN THE CONSTRUCTION ZONE SO AS NOT TO IMPEDE TRAFFIC OR DAMAGE ANY FACILITIES, STRUCTURES, OR PROPERTY OUTSIDE THE DESIGNATED WORK AREA. B. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A 15' EMERGENCY LANE THROUGH THE DURATION OF CONSTRUCTION FOR THE TOP OF BRIDGE REPAIRS AT ALL TIMES.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A 15' EMERGENCY LANE THROUGH THE DURATION OF CONSTRUCTION FOR THE TOP OF BRIDGE REPAIRS AT ALL TIMES.
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%%ULEGEND:
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- PHASE B-II MOT
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- PHASE B-I MOT
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TRAFFIC BARRIER (TYP.)
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LIMITS OF REPAIR WORK
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LIMITS OF REPAIR WORK
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SPAN 11
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RAISED CROSSWALK
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- PHASE B-III MOT
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- PHASE B-IV MOT
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TRAFFIC
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SHOULDER
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SECTION C-C - TYPICAL MOT PHASE B-III
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(LOOKING AHEAD)
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SECTION C-C - TYPICAL MOT PHASE B-IV
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(LOOKING AHEAD)
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7" TALL (MIN.) TL-2 TRAFFIC AND DEBRIS BARRIER OR APPROVED EQUIVALENT
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SPAN 8
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SPAN 16
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SPAN 4
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LIMITS OF PHASE A
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PHASE A-I
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PHASE A-II
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PHASE A-III
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PHASE A-IV
SPAN
CINCINNATI/NORTHERN KENTUCKY
INTERNATIONAL AIRPORT
KENTON COUNTY AIRPORT BOARD
C:\PW_WORKDIR\PEWIN_MICHAEL-H\D0248181\CVG_MOT_1.DWG 6/19/2026 2:00 PM MICHAEL-H
PREPARED BY
N
MAINTENANCE OF TRAFFIC 4 OF 7
S11
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CONRAC MSE APPROACH
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ORIGINAL TERMINAL BRIDGE
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ORIGINAL MSE APPROACH
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CONRAC BRIDGE
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PIER 4
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PIER 17
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PHASE A-I
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END OF PROJECT
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PARTIAL BRIDGE CLOSURE
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PARTIAL BRIDGE CLOSURE
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SPAN 4
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SPAN 16
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PHASE A-II
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EMERGENCY VEHICLE ENTRANCE FOR PHASE A-II
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BEGINNING OF PROJECT
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EMERGENCY VEHICLE ENTRANCE FOR PHASE A-I
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FULL BRIDGE CLOSURE
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NOT ISSUED FOR CONSTRUCTION
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CAD NO:
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DATE:
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DWN.BY:
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SHEET NO:
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SCALE:
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APPR.BY:
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CHK.BY:
AutoCAD SHX Text 05-29-2026
AutoCAD SHX Text M.B.H.
AutoCAD SHX Text J.P.M.
AutoCAD SHX Text D.E.R.
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NTS
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DATE
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REVISION
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BY
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AUTH.
AutoCAD SHX Text 6/4/26
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ISSUE FOR BID
AutoCAD SHX Text CVG_MOT_1.dwg
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BID ALTERNATE #1 - MAINTENANCE OF TRAFFIC - FOR TOP OF BRIDGE REPAIRS
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PHASE B-II CONSTRUCTION (TYP.)
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PHASE B-I CONSTRUCTION (TYP.)
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PHASE B-II CONSTRUCTION (TYP.)
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PHASE B-I CONSTRUCTION (TYP.)
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VARIES
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10'-0" LANE (MIN.)
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TRAFFIC
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VARIES
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LANE
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DECK OR
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APPROACH SLAB
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SECTION A-A - TYPICAL MOT PHASE B-I
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VARIES
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10'-0" LANE (MIN.)
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TRAFFIC BARRIER (TYP.)
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TRAFFIC
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VARIES
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LANE
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SECTION A-A - TYPICAL MOT PHASE B-II
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(LOOKING AHEAD)
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(LOOKING AHEAD)
AutoCAD SHX Text BID ALTERNATE #1 - MAINTENANCE OF TRAFFIC NOTES: SEE THE CONSTRUCTION SEQUENCE FOR ADDITIONAL INFORMATION ON LANE CLOSURES AND MOT. SEE MUTCD CURRENT EDITION SECTION 6 FOR TEMPORARY TRAFFIC BARRIERS AND ADDITIONAL INFORMATION. A. CONTRACTOR SHALL COMPLETE ALL REPAIR WORK IN SPANS 4-15 DURING A FULL BRIDGE CLOSURE TO VEHICULAR TRAFFIC (SEE CONSTRUCTION SEQUENCE FOR DETAILS AND ADDITIONAL INFORMATION). THE SPAN 10 SKYWAY (PEDESTRIAN BRIDGE) AND RAISED CROSSWALK SHALL REMAIN OPEN CONTRACTOR SHALL COMPLETE ALL REPAIR WORK IN SPANS 4-15 DURING A FULL BRIDGE CLOSURE TO VEHICULAR TRAFFIC (SEE CONSTRUCTION SEQUENCE FOR DETAILS AND ADDITIONAL INFORMATION). THE SPAN 10 SKYWAY (PEDESTRIAN BRIDGE) AND RAISED CROSSWALK SHALL REMAIN OPEN TO ALL PEDESTRIAN TRAFFIC FOR THE DURATION OF THE WORK IN THESE SPANS EXCEPT AS SPECIFIED IN SECTION 6.3 OF THE CONSTRUCTION SEQUENCE. WORK THAT AFFECTS TRAFFIC OPERATIONS BENEATH THE STRUCTURE SHALL NOT BE PERMITTED DURING THIS FULL BRIDGE CLOSURE PERIOD. B. FOR FULL BRIDGE CLOSURE PHASE A-I: THE CONTRACTOR MAY WORK THROUGHOUT THE CONRAC MSE APPROACH AND THE CONRAC BRIDGE. THE CONTRACTOR MAY WORK ON SPANS 17 AND 18 OF THE ORIGINAL TERMINAL BRIDGE AND THE ORIGINAL MSE APPROACH WHILE MAINTAINING A 15' FOR FULL BRIDGE CLOSURE PHASE A-I: THE CONTRACTOR MAY WORK THROUGHOUT THE CONRAC MSE APPROACH AND THE CONRAC BRIDGE. THE CONTRACTOR MAY WORK ON SPANS 17 AND 18 OF THE ORIGINAL TERMINAL BRIDGE AND THE ORIGINAL MSE APPROACH WHILE MAINTAINING A 15' EMERGENCY VEHICLE LANE THROUGH THE DURATION OF PHASE A-I. C. FOR FULL BRIDGE CLOSURE PHASE A-II: THE CONTRACTOR MAY WORK THROUGHOUT SPANS 17 AND 18 OF THE ORIGINAL TERMINAL BRIDGE AND THE ORIGINAL MSE APPROACH. THE CONTRACTOR MAY WORK ON THE CONRAC MSE APPROACH AND THE CONRAC BRIDGE WHILE MAINTAINING A 15' FOR FULL BRIDGE CLOSURE PHASE A-II: THE CONTRACTOR MAY WORK THROUGHOUT SPANS 17 AND 18 OF THE ORIGINAL TERMINAL BRIDGE AND THE ORIGINAL MSE APPROACH. THE CONTRACTOR MAY WORK ON THE CONRAC MSE APPROACH AND THE CONRAC BRIDGE WHILE MAINTAINING A 15' EMERGENCY VEHICLE LANE THROUGH THE DURATION OF PHASE A-II. D. THE EMERGENCY ACCESS LANE MAY UTILIZE THE HYDRODEMOLISHED BRIDGE DECK SURFACE, PROVIDED ALL FULL DEPTH PATCHES WITHIN THE EMERGENCY ACCESS LANE HAVE BEEN COMPLETED AND HAVE ATTAINED THE REQUIRED COMPRESSIVE STRENGTH.THE EMERGENCY ACCESS LANE MAY UTILIZE THE HYDRODEMOLISHED BRIDGE DECK SURFACE, PROVIDED ALL FULL DEPTH PATCHES WITHIN THE EMERGENCY ACCESS LANE HAVE BEEN COMPLETED AND HAVE ATTAINED THE REQUIRED COMPRESSIVE STRENGTH.
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%%ULEGEND:
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- PHASE B-II MOT (PARTIAL BRIDGE CLOSURE)
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- PHASE B-I MOT (PARTIAL BRIDGE CLOSURE)
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- PHASE A-I MOT (FULL BRIDGE CLOSURE)
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TRAFFIC BARRIER (TYP.)
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LIMITS OF REPAIR WORK
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TRAFFIC BARRIER (TYP.)
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TRAFFIC BARRIER (TYP.)
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LIMITS OF REPAIR WORK
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- PHASE A-II MOT (FULL BRIDGE CLOSURE)
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SHOULDER
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SHOULDER
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DECK OR
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APPROACH SLAB
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7' TALL (MIN.) APPROVED TRAFFIC AND DEBRIS BARRIER
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7' TALL (MIN.) APPROVED TRAFFIC AND DEBRIS BARRIER
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CONSTRUCTION
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CONSTRUCTION
NOTE: AT A MINIMUM, ONE 12'-0" LANE AND A 5'-0" SHOULDER MUST BE OPEN TO TRAFFIC DURING BOTH PHASE B-I AND B-II.
ALP# 72
CIN. BELL
TELEPHONE
EXCHANGE
ALP# 20
POLICE
DEPT.
ALP# 15
PARKING GARAGE 2
ALP# 17
PARKING GARAGE 3
ALP# 10
TERMINAL
ALP# 19
NORTH
ELECTRIC
VAULT
LOBBY
ALP# 16
PARKING GARAGE
TOLL PLAZA
ALP# 140
GLYCOL TEST
POINT
ALP# 148
PARKING
GARAGE
EXIT PLAZA
TERMINAL DRIVE
TERMINAL LOOP ROAD
LI
N
C O
LN
R
O
AD
6" cvg departures bridge repair plans
CINCINNATI/NORTHERN KENTUCKY
INTERNATIONAL AIRPORT
KENTON COUNTY AIRPORT BOARD
C:\PW_WORKDIR\PEWIN_MICHAEL-H\D0248181\CVG_REPAIRS_MOT.DWG 6/18/2026 9:04 PM MICHAEL-H
PREPARED BY
N
MAINTENANCE OF TRAFFIC 5 OF 7
S12
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ORIGINAL TERMINAL BRIDGE
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CONRAC BRIDGE
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REAR ABUTMENT
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PIER 1C
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PIER 2C
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PIER 3C
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PIER 4C
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PIER 5C
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PIER 6C
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PIER 7C
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PIER 8C
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PIER 9C
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PIER 10C
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PIER 12C
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PIER 13C
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PIER 14C PIER 1
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PIER 11C
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PIER 2
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PIER 3
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PIER 4
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PIER 6
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PIER 5
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PIER 7
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PIER 8
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PIER 9
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PIER 11
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PIER 12
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PIER 13
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PIER 14
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PIER 15
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PIER 16
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PIER 17
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ARRIVALS
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END OF LANE CLOSURES
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BEGINNING OF BRIDGE
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PHASE B-V CONSTRUCTION PHASE B-VI CONSTRUCTION
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MOT PHASE B-VIII
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PHASE B-V CONSTRUCTION PHASE B-VI CONSTRUCTION
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PHASE B-VII CONSTRUCTION
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MOT PHASE B-IX
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BEGIN OF LANE CLOSURE
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MEDIAN (TYP.)
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GARAGE (TYP.)
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THROUGH LANE
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THROUGH LANE
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TURN-OFF LANE
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TURN-OFF LANE
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TURN-OFF LANE
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THROUGH LANE
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THROUGH LANE
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TERMINAL SIDEWALK (TYP.)
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2 EXT. THROUGH LANES TO REMAIN OPEN AT ALL TIMES
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PHASE B-X CONSTRUCTION
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NOT ISSUED FOR CONSTRUCTION
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CAD NO:
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PROJ.NO:
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DATE:
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DWN.BY:
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SHEET NO:
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SCALE:
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APPR.BY:
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CHK.BY:
AutoCAD SHX Text 05-29-2026
AutoCAD SHX Text M.B.H.
AutoCAD SHX Text J.P.M.
AutoCAD SHX Text D.E.R.
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NTS
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DATE
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REVISION
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BY
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AUTH.
AutoCAD SHX Text 6/4/26
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ISSUE FOR BID
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MAINTENANCE OF TRAFFIC - FOR BENEATH THE BRIDGE ACCESS AND REPAIRS
AutoCAD SHX Text E
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AutoCAD SHX Text C
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AutoCAD SHX Text MAINTENANCE OF TRAFFIC NOTES: SEE THE CONSTRUCTION SEQUENCE FOR ADDITIONAL INFORMATION ON LANE CLOSURES AND MOT. SEE MUTCD CURRENT EDITION SECTION 6 FOR TEMPORARY TRAFFIC BARRIERS AND ADDITIONAL INFORMATION. -FOR TRAFFIC CONTROL BENEATH THE STRUCTURE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING TRAFFIC BARRIERS AND MAINTAINING A WORK ZONE. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WITHIN THE CONSTRUCTION ZONE SO AS NOT TO IMPEDE TRAFFIC OR DAMAGE ANY FACILITIES, STRUCTURES, OR PROPERTY WITHIN OR OUTSIDE THE DESIGNATED WORK AREA. -FOR MOT PHASES B-VIII AND B-IX, THE WORK ZONE SHALL NOT EXCEED 150' IN LENGTH. BEGINNING AND END OF LANE CLOSURES ARE TO FOLLOW KYTC STANDARD DRAWINGS. LABELS ON THIS SHEET ARE APPROXIMATIONS. -PHASE B-VII AND B-X CONSTRUCTION IS RESTRICTED TO NIGHTTIME. SEE CONSTRUCTION SEQUENCE NOTES.
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HOTEL/CELL PHONE LOT ENTRANCE
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RENTAL CAR
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VALET/GTC WEST ENTRANCE
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PHASE B-VI
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PHASE B-V
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PHASE B-VIII
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PHASE B-IX
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PHASE B-VII
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CROSSWALK
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PHASE B-X
-ACCESS TO ALL PULL-OFF ROADS, INCLUDING VALE/GTC WEST ENTRANCE AND HOTEL/CELL PHONE LOT ROAD, SHALL BE MAINTAINED FOR REGULAR TRAFFIC THROUGHOUT THE DURATION OF CONSTRUCTION. PARTIAL LANE OR ENTRANCE CLOSURES WITH FLAGGERS MAYBE PERMITTED WITH APPROVAL FROM CVG.
MAINTENANCE OF TRAFFIC 6 OF 7
S13 cvg departures bridge repair plans
CINCINNATI/NORTHERN KENTUCKY
INTERNATIONAL AIRPORT
KENTON COUNTY AIRPORT BOARD
C:\PW_WORKDIR\PEWIN_MICHAEL-H\D0248181\CVG_REPAIRS_MOT.DWG 6/18/2026 9:04 PM MICHAEL-H
PREPARED BY
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NOT ISSUED FOR CONSTRUCTION
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D…
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