25-061-ITB_T2_&_T3_Garage_Rehab-Ph_3-Dwgs_Addendum_2_10.22.25.pdf

This document is the product and property of THP Limited. Neither the document nor the information it contains may be copied or reused for other than the specific project for which it was prepared without the written consent of THP Limited.

SEAL:

Terminal 2 & 3 Garage

Rehabilitation

Phase 3

DRAWING NUMBER:

DATE:

DRAWING TITLE:

TECHNICIAN:

PROJECT MANAGER:

PRINCIPAL:

G.O. Donahue

A.M. Mette

ENGINEER OF RECORD:

A.M. Mette

A.R. Harvey

24253.00 SEPT. 2025

JOB NUMBER:

513.241.3222 THPLTD.com

THP Limited 221 East Fourth Street, Suite 1150 Cincinnati, Ohio 45202

DRAWING

PRELIMINARY

CONSTRUCTION

BE USED FOR

NOT TO

05.16.2025

ISSUES/REVISIONS:

1 09.22.2025 ISSUE FOR BID

Cincinnati/Northern Kentucky International Airport

Terminal 2 & 3 Garage Rehabilitation - Phase 3

PREPARED BY: VICINITY MAP:

NORT+

DRAWING INDEX:

PROJECT LOCATION:

3087 TERMINAL DRIVE

HEBRON, KY 41048

001 TITLE, DRAWING INDEX, AND VICINITY MAP

002 GENERAL NOTES

102T2 T2 GARAGE - LEVEL B PLAN

102T3W T3 WEST GARAGE - LEVEL B PLAN

102T3C T3 CENTRAL GARAGE - LEVEL B PLAN

102T3E T3 EAST GARAGE - LEVEL B PLAN

103T2 T2 GARAGE - LEVEL C PLAN

103T3W T3 WEST GARAGE - LEVEL C PLAN

103T3C T3 CENTRAL GARAGE - LEVEL C PLAN

103T3E T3 EAST GARAGE - LEVEL C PLAN

104T3W T3 WEST GARAGE - LEVEL D PLAN

104T3C T3 CENTRAL GARAGE - LEVEL D PLAN

104T3E T3 EAST GARAGE - LEVEL D PLAN

105T3W T3 WEST GARAGE - LEVEL E PLAN (ROOF LEVEL)

105T3C T3 CENTRAL GARAGE - LEVEL E PLAN (ROOF LEVEL)

105T3E T3 EAST GARAGE - LEVEL E PLAN (ROOF LEVEL)

201 T3 GARAGE - STAIR ROOF PLANS

202 T3 GARAGE - STAIR ROOF DETAILS

203 T3 GARAGE - STAIR ROOF DETAILS

301 PHOTO REPAIR DETAILS

302 PHOTO REPAIR DETAILS

303 PHOTO REPAIR DETAILS

401 CONCRETE REPAIR DETAILS

501 SEALANT AND EXPANSION JOINT DETAILS

502 SEALANT AND EXPANSION JOINT DETAILS

601 MEMBRANE DETAILS

701 T3 CENTRAL TERMINAL WALKWAY

513.241.3222 THPLTD.com

THP Limited 221 East Fourth Street Cincinnati, Ohio 45202

TITLE, DRAWING INDEX,

AND VICINITY MAP

This document is the product and property of THP Limited. Neither the document nor the information it contains may be copied or reused for other than the specific project for which it was prepared without the written consent of THP Limited.

SEAL:

Terminal 2 & 3 Garage

Rehabilitation

Phase 3

DRAWING NUMBER:

DATE:

DRAWING TITLE:

TECHNICIAN:

PROJECT MANAGER:

PRINCIPAL:

G.O. Donahue

A.M. Mette

ENGINEER OF RECORD:

A.M. Mette

A.R. Harvey

24253.00 SEPT. 2025

JOB NUMBER:

513.241.3222 THPLTD.com

THP Limited 221 East Fourth Street, Suite 1150 Cincinnati, Ohio 45202

DRAWING

PRELIMINARY

CONSTRUCTION

BE USED FOR

NOT TO

05.16.2025

ISSUES/REVISIONS:

1 09.22.2025 ISSUE FOR BID

GENERAL NOTES:

A. CODE SUMMARY

1. CVG TERMINAL 2 AND 3 GARAGE PHASE 3 REPAIRS:

a. ORIGINAL CONSTRUCTION: T2 BUILT IN 1979, T3 WEST BUILT IN 1995, T3 CENTRAL BUILT IN 1988, T3 EAST BUILT IN 2000.

b. ADDRESS: 3087 TERMINAL DRIVE, HEBRON, KY 41048

B. CODES AND SPECIFICATIONS

1. 2018 KBC BUILDING CODE, 4TH EDITION WITH LATEST AMENDMENTS/UPDATES THROUGH FEBRUARY 2024, AS ISSUED BY

COMMONWEALTH OF KENTUCKY BOARD OF BUILDING STANDARDS.

2. ASCE/SEI 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

3. ACI 301-16, SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS AS MODIFIED BY CONSTRUCTION DOCUMENTS.

4. ANSI/AISC 303-16, CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES AS MODIFIED BY CONSTRUCTION

DOCUMENTS.

5. SEPARATE BOUND PROJECT MANUAL DATED SEPTEMBER 2025 EXISTS AND IS PART OF CONTRACT DOCUMENTS. GENERAL CONDITIONS AND TECHNICAL INFORMATION AND REQUIREMENTS ARE INCLUDED IN PROJECT MANUAL. CONTRACTOR IS RESPONSIBLE FOR ALL REQUIREMENTS OF THIS PROJECT NOTED IN PROJECT MANUAL, BUT NOT NECESSARILY INCLUDED IN

DRAWINGS.

C. DESIGN LOADS

1. FLOOR LIVE LOAD:

c. TYPICAL FLOOR LIVE LOAD: 40 PSF, 3000 LBS CONCENTRATED.

d. STAIR LIVE LOAD: 100 PSF

2. PROJECT IS REPAIRS WITHIN EXISTING STRUCTURE. NEW STRUCTUREAL WORK IS LIMITED TO CONCRETE REPAIRS AND WATERPROOFING EFFORTS AND DOES NOT CHANGE EXISTING STRUCTURAL SYSTEMS FOR GRAVITY OR LATERAL LOADS.

NEW WORK AND ALTERED ELEMENTS MEET NEW CODE REQUIREMENTS. EXISTING STRUCTURE THAT IS UNALTERED IS TO

REMAIN AND IS IN ACCORDANCE WITH KBC 3401.

D. COORDINATION AND CONSTRUCTION

1. CONTRACTOR SHALL COMPLETE ALL WORK REQUIRED AND NECESSARY FOR PROJECT IN ACCORDANCE WITH PROJECT SPECIFICATIONS, DRAWINGS, AND REFERENCED STANDARDS. SPECIFICATIONS AND DRAWINGS COMPLEMENT EACH OTHER.

CONTRACTOR SHALL THOROUGHLY REVIEW BOTH BEFORE PROCEEDING WITH ANY WORK.

2. PLANS AND DETAILS ARE BASED ON AVAILABLE INFORMATION AND PROVIDED FOR REFERENCE ONLY. THE OWNER ACCEPTS NO RESPONSIBILITY FOR ACCURACY OF EXISTING PLANS, DETAILS, CONDITIONS, AND DIMENSIONS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PLANS, DETAILS, CONDITIONS, AND DIMENSIONS PRIOR TO BIDDING/STARTING

WORK.

3. ARCHITECT/ENGINEER'S OBSERVATION AND REVIEW OF CONTRACTORS' PERFORMANCE DOES NOT INCLUDE REVIEW OF

ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR CONSTRUCTION SITE.

4. CONTRACTOR SHALL SUPERVISE AND DIRECT WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. AS PART OF THEIR RESPONSIBILITY, CONTRACTOR SHALL RETAIN SERVICES OF LICENSED STRUCTURAL ENGINEER TO DESIGN AND SUPERVISE CONSTRUCTION OF ALL SCAFFOLDING FOR

WORKMEN.

5. SHOP DRAWINGS AND INSTALLATION DRAWINGS SHALL BE PREPARED AND SUBMITTED FOR REVIEW. SUBMITTALS PREPARED BY SUPPLIERS AND SUB-CONTRACTORS SHALL BE REVIEWED BY TRADE CONTRACTOR AND GENERAL

CONTRACTOR OR CONSTRUCTION MANAGER PRIOR TO SUBMITTING TO ARCHITECT/ENGINEER.

a. FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND CONDITIONS WHICH AFFECT FABRICATION AND SHOW ON

SHOP DRAWINGS.

b. VERIFY AND SHOW EXACT SIZE AND LOCATION OF OPENINGS, EMBEDDED ANCHORS, AND OTHER ITEMS.

c. SHOW AND LOCATE ALL SLEEVES, EMBEDS, DRAINS, ETC. ON COORDINATION DRAWINGS. ITEMS NOT SUBMITTED FOR

REVIEW TO ARCHITECT/ENGINEER ARE NOT PERMITTED IN OR THROUGH STRUCTURE.

d. SUBMIT COMPLETE SHOP DRAWINGS WITH MANUFACTURERS' DATA, ETC. SHOW ALL CONNECTIONS AND DETAILS

NECESSARY TO FULLY DESCRIBE AND PROPERLY INSTALL WORK.

e. ARCHITECT/ENGINEER'S REVIEW SHALL BE FOR GENERAL ARRANGEMENT AND CONFORMANCE WITH STRUCTURAL

INTENT ONLY.

6. SPECIFICATIONS AND DRAWINGS TYPICALLY REFER TO FINISHED STRUCTURE. UNLESS NOTED OTHERWISE, THEY DO NOT

PRESCRIBE METHOD OF CONSTRUCTION.

7. BRACE ENTIRE STRUCTURE AND PORTIONS THEREOF AS REQUIRED TO MAINTAIN STABILITY UNTIL COMPLETE AND

FUNCTIONING AS DESIGNED UNIT.

8. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT FOR SUCCESSFUL COMPLETION OF THIS PROJECT.

9. CONTRACTOR SHALL APPLY, SECURE, AND PAY FOR ALL REQUIRED LOCAL PERMITS, FEES, LICENSES, AND APPROVAL FOR

COMPLETION OF WORK.

10. ALL LOCATIONS AND QUANTITIES OF WORK SHOWN ARE APPROXIMATE AND NEED TO BE CONFIRMED BY CONTRACTOR IN FIELD. ENGINEER IS TO APPROVE ALL WORK IN EXCESS OF APPROXIMATED AMOUNT PRIOR TO BEGINNING WORK.

11. ALL DETAILS, SECTIONS, AND NOTES ON DRAWINGS ARE INTENDED TO BE TYPICAL FOR SIMILAR SITUATIONS ELSEWHERE, UNLESS NOTED OTHERWISE.

12. NEW CONSTRUCTION WORK SHALL ALIGN WITH AND MATCH EXISTING CONSTRUCTION WORK EXCEPT WHERE OTHERWISE

DIMENSIONED OR DETAILED.

13. ANY ADJACENT EXISTING FINISHES AND/OR EQUIPMENT DAMAGED DURING DEMOLITION OR CONSTRUCTION WORK SHALL BE

REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE.

14. CONTRACTOR WILL COORDINATE ALL CONSTRUCTION ACTIVITIES, SCHEDULE, AND PHASING WITH OWNER AND ARCHITECT/ENGINEER. CONTRACTOR TO SUBMIT PHASING PLAN FOR REVIEW AND APPROVAL PRIOR TO STARTING WORK.

15. CONTRACTOR SHALL FURNISH OWNER AND ARCHITECT/ENGINEER ACCESS TO ALL WORK AREAS DURING NORMAL WORKING

HOURS.

16. CONTRACTOR SHALL DISPOSE OF OR RECYCLE ALL DEBRIS OFF SITE IN LAWFUL MANNER.

17. CONTRACTOR SHALL INCLUDE ALL COST FOR LABOR, MATERIAL, RENTAL EQUIPMENT, ETC. IN BID TO CLEAN BIRD OR OTHER

ANIMAL EXCREMENT IN ORDER TO PERFORM WORK.

18. CONTRACTOR RESPONSIBLE FOR ALL PARKING SPACE SIGNAGE AND CLOSURES.

E. WORK AREA RESTRICTIONS

1. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF JOB SITE AND WORK AREAS, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO

NORMAL WORKING HOURS.

2. CONTRACTOR IS RESPONSIBLE FOR SITE ONCE MOBILIZATION HAS BEGUN TO COMPLETION OF WORK. EXAMPLES OF MOBILIZATION INCLUDE BUT ARE NOT LIMITED TO ERECTION OF TEMPORARY PROTECTION, ERECTION OF RIGGING, AND STAGING MATERIALS. WORK IS COMPLETE AFTER ALL REPAIRS ARE COMPLETE, WORK AREA IS CLEANED TO ORIGINAL CONDITION, AND OWNER IS NOTIFIED. DAMAGE CAUSED BY WORK OR LACK OF PROPER PROTECTION IS TO BE REPAIRED

PER OWNER'S DIRECTION AT CONTRACTOR'S EXPENSE.

3. STRUCTURE EGRESS MUST BE MAINTAINED AT ALL TIMES. ENTRANCES IMPACTED BY WORK ACTIVITIES WILL REQUIRE EITHER OVERHEAD PROTECTION OR PERSONNEL TO TEMPORARY CONTROL ACCESS AND CONSTRUCTION ACTIVITIES.

REVIEW WITH OWNER ACCESS ROUTES AND PROTECTIONS MEASURES NEEDED PRIOR TO BEGINNING WORK.

4. AT ALL WORK AREAS, CONTRACTOR TO PROVIDE ACCESS TO DESIGN TEAM AND OWNER FOR OBSERVATION OF CONSTRUCTION ACTIVITIES. PRIOR TO REMOVAL OF EXTERIOR ACCESS EQUIPMENT (SWING STAGES, AERIAL PLATFORMS, ETC.), PROVIDE DESIGN TEAM (3) BUSINESS DAYS NOTICE TO ALLOW FOR SITE OBSERVATION TRIP. IF NOTICE IS NOT PROVIDED, CONTRACTOR WILL BE REQUIRED TO PROVIDE NEW ACCESS EQUIPMENT FOR SITE OBSERVATION TRIP.

5. CONTRACTOR SHALL PROVIDE ALL SIGNAGE REQUIRED TO CLEARLY ESTABLISH WORK AREAS AS RESTRICTED AND OFF LIMITS TO PUBLIC. ALL SIGNS SHALL BE PROFESSIONALLY PREPARED AND REVIEWED IN ADVANCE BY OWNER.

6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE AND ADDITIONAL TRAFFIC CONTROL METHODS TO SAFELY REROUTE PEDESTRIAN AND VEHICULAR TRAFFIC AROUND WORK AREAS. IF NECESSARY, PROVIDE TRAFFIC CONTROL PERSONNEL.

7. CONTRACTOR SHALL PROVIDE MEASURES TO ENSURE ALL DUST AND DEBRIS GENERATED BY WORK REMAINS WITHIN WORK AREA AND DOES NOT POSE HAZARDOUS OR OBJECTIONABLE CONDITIONS FOR ANY PATRONS AND MECHANICAL SYSTEMS.

8. CONTRACTOR SHALL PROVIDE TEMPORARY WEATHER PROTECTION TO PREVENT WATER ENTRY INTO STRUCTURE AND TO MAINTAIN STRUCTURE IN WEATHER TIGHT CONDITION. ENSURE THAT PROTECTION IS IN PLACE AND WATERTIGHT BEFORE END OF EACH DAY'S WORK. DURING WORK, CONTRACTOR SHALL BE PREPARED FOR UNEXPECTED WEATHER CHANGES, SO

THAT TEMPORARY PROTECTION CAN BE QUICKLY INSTALLED.

9. CONTRACTOR SHALL MAINTAIN CLEAN AND ORDERLY SITE AND STORAGE AREA.

10. FOR ALL ITEMS NOTED IN THE "WORK AREA RESTRICTIONS" SEE THE TECHNICAL SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

11. FOR ALL GARAGE WORK PART OF THIS PROJECT, THE CONTRACTOR CANNOT BLOCK ANY PERIMETER AIRPORT ROADWAY.

F. EXISTING CONDITIONS PROTECTION REQUIREMENTS

1. "SITE" IS DEFINED AS CURRENT REPAIR AREAS IN WHICH WORK IS OCCURRING PLUS STAGING AREAS AND ALL ADJACENT

STRUCTURES AND LANDSCAPE FEATURES WHICH COULD BE AFFECTED BY WORK:

a. REPAIR AREAS ARE INDICATED ON DRAWINGS.

b. ITEMS THAT COULD AFFECT ADJACENT STRUCTURES AND LANDSCAPE FEATURES INCLUDE BUT ARE NOT LIMITED TO

RIGGING OR LIFT ACCESS, FALLING DEBRIS, BLOWING DEBRIS, FUMES.

c. EXAMPLES OF ADJACENT STRUCTURE AND LANDSCAPE FEATURES INCLUDE BUT ARE NOT LIMITED TO ADJACENT

FACADE ELEVATIONS, ROOF AREAS ABOVE REPAIR USED FOR RIGGING, ALL AREAS BELOW WORK EITHER ROOF OR

GRADE, AND STAGING AREAS.

2. PROVIDE TEMPORARY PROTECTION OF SITE DURING COURSE OF ALL PHASES OF WORK:

3. PRIOR TO THE START OF WORK COMPLETE ALL PRE-CONSTRUCTION SURVEYS AND DOCUMENTATION OF SITE. COORDINATE WITH OWNER SPECIFIC SITE REQUIREMENTS PRIOR TO THE START OF WORK. REFER TO ADDITIONAL REQUIREMENTS BELOW

FOR SPECIFIC STRUCTURE ELEMENTS.

4. GENERAL PROJECT/STRUCTURE REQUIREMENTS:

a. PRIOR TO START OF WORK, COORDINATE WITH OWNER ALL SPECIFIC SITE REQUIREMENTS INCLUDING BUT NOT

LIMITED TO PROTECTION, SCHEDULING, AND PHASING.

b. PRIOR TO START OF WORK, COMPLETE SURVEY OF SITE (VIDEO OR DIGITAL PHOTOS). REPORT TO OWNER DAMAGED

STRUCTURE ELEMENTS NOT BEING REPAIRED.

c. MOBILIZATION IS CONSIDERED ACCEPTANCE OF SITE REGARDLESS OF FAILURE TO SUBMIT DOCUMENTATION OF

EXISTING CONDITION.

5. EXISTING ROOF SYSTEM REQUIREMENTS:

a. PRIOR TO THE START OF WORK, DOCUMENT (VIDEO OR DIGITAL PHOTOS) CONDITION OF ROOF SYSTEM, PARAPET, AND

ADJACENT ROOF AREAS NOT INDICATED ON THE DRAWINGS. SUBMIT DOCUMENTATION TO OWNER.

b. COORDINATE ROOF PROTECTION WITH OWNER AND TO MAINTAIN EXISTING WARRANTY.

c. PROTECT ROOF SYSTEM DURING ALL PHASES OF WORK.

d. DAMAGE NOT EVIDENT IN DOCUMENTATION OR DAMAGE TO ROOF SYSTEM DURING THE COURSE OF WORK TO BE

REPAIRED PER OWNER'S DIRECTION AT CONTRACTOR'S EXPENSE. ROOF REPAIRS SHALL COMPLY WITH ANY EXISTING

WARRANTIES.

e. REVIEW WITH THE OWNER AND ARCHITECT/ENGINEER LOAD RESTRICTIONS ON THE ROOF SYSTEM.

6. EXISTING OPENINGS REQUIREMENTS:

a. OPENINGS INCLUDE BUT ARE NOT LIMITED TO WINDOWS, DOORS, AND MECHANICAL OPENINGS (LOUVERS).

b. PRIOR TO THE START OF WORK, SURVEY ALL OPENINGS AND DOCUMENT DAMAGED ITEMS.

c. EXAMPLES OF DAMAGED GLAZING INCLUDES BUT ARE NOT LIMITED TO CRACKED OR FOGGED GLAZING.

d. EXAMPLES OF DAMAGED FRAMES OR DOORS INCLUDED BUT ARE NOT LIMITED TO DENTED OR SCRATCHED FINISH.

e. PROTECT OPENINGS DURING ALL PHASES OF WORK.

f. DAMAGE NOT EVIDENT IN DOCUMENTATION OR DAMAGE DURING THE COURSE OF WORK TO BE REPAIRED PER

OWNER'S DIRECTION AT CONTRACTOR'S EXPENSE.

g. DURING PERFORMANCE OF WORK, COORDINATE WITH THE OWNER TO SHUTDOWN AIR-INTAKE EQUIPMENT IN THE

AREA WHERE WORK IS BEING PERFORMED TO PREVENT DUST AND DEBRIS FROM ENTERING AIR-HANDLING EQUIPMENT

AND/OR INTO THE STRUCTURE'S INTERIOR.

7. EXISTING MECHANICAL ROOF TOP UNITS (RTU) AND DUCTWORK REQUIREMENTS:

a. PRIOR TO START OF WORK, DOCUMENT (VIDEO OR DIGITAL PHOTOS) CONDITION OF RTU AND DUCTWORK. SUBMIT

DOCUMENTATION TO OWNER.

b. COORDINATE PROTECTION WITH OWNER'S REPRESENTATIVE.

c. PROTECT DURING ALL PHASES OF WORK.

d. CONTRACTOR TO PROVIDE MINIMUM MIRV 8 FILTER MEDIA OVER ALL RTU DURING DUST PRODUCING WORK.

e. ALL RTU WORK THAT REQUIRES ELECTRICAL OR MECHANICAL DISCONNECTS TO BE COMPLETED BY A LICENSED

ELECTRICAL OR MECHANICAL CONTRACTOR. PROVIDE THE ONWER (7) DAYS NOTICE PRIOR TO WORK THAT IMPACTS

THE OPERATION OF THE RTU.

f. DAMAGE NOT EVIDENT IN DOCUMENTATION OR DAMAGE TO RTU AND DUCTWORK DURING THE COURSE OF WORK TO

BE REPAIRED PER OWNER'S DIRECTION AT CONTRACTOR'S EXPENSE.

8. EXISTING GRADE/LANDSCAPING REQUIREMENTS:

a. EXAMPLES OF GRADE/LANDSCAPING INCLUDES BUT ARE NOT LIMITED TO PAVERS, PAVING (CONCRETE AND ASPHALT), TREES, SHRUBS, BUSHES, GRASS, SITE FEATURES (SITE WALLS, BOLLARDS), ETC.

b. PRIOR TO START OF WORK, DOCUMENT (VIDEO OR DIGITAL PHOTO) CONDITION OF GRADE/LANDSCAPING. SUBMIT

DOCUMENTATION TO OWNER.

c. COORDINATE PROTECTION WITH OWNER.

d. PROTECT DURING ALL PHASES OF WORK.

e. DAMAGE NOT EVIDENT IN DOCUMENTATION OR DAMAGE TO GRADE/LANDSCAPING DURING COURSE OF WORK TO BE

REPLACED PER OWNER'S DIRECTION AT CONTRACTORS EXPENSE.

G. SAFETY

1. PROJECT SAFETY IS RESPONSIBILITY OF CONTRACTOR. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT PATRONS, STAFF, GENERAL PUBLIC, WORKERS, AND STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT LIMITED TO BARRICADES, OVERHEAD PROTECTION, BRACING, SHORING FOR CONSTRUCTION

EQUIPMENT, SCAFFOLDING, PLANKING, SAFETY NETS, SUPPORT, AND BRACING FOR CRANES.

2. CONTRACTOR, AT HIS OWN EXPENSE, SHALL ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN FIELD. OBSERVATION VISITS TO SITE BY FIELD REPRESENTATIVE OF ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTION OF ABOVE ITEMS.

3. DUTY OF ARCHITECT/ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR CONSTRUCTION SITE. "SITE" IS DEFINED AS CURRENT REPAIR AREAS IN WHICH WORK IS OCCURRING PLUS STAGING AREAS AND ALL ADJACENT

STRUCTURES AND LANDSCAPE FEATURES WHICH COULD BE AFFECTED BY WORK.

H. CONCRETE

1. REFER TO PROJECT SPECIFICATIONS FOR APPROPRIATE MATERIALS, INCLUDING READY MIX DESIGN AS APPLICABLE, AND

PROCEDURES.

2. CONCRETE STRENGTHS:

a. TYPICAL CONCRETE UNLESS NOTED OTHERWISE: 5,000 PSI WITH 5-7% AE

3. PROVIDE 3/4" BEVELS AT CORNERS OF ALL EXPOSED COLUMNS, EDGES OF EXPOSED BEAMS AND SLABS, AND TOP EDGES AND CORNERS OF EXPOSED WALLS (UNLESS NOTED OTHERWISE BY DETAILS OR PROJECT SPECIFICATIONS.)

4. JOINTS NOT INDICATED ON DRAWINGS ARE NOT PERMITTED UNLESS APPROVED BY ARCHITECT/ENGINEER.

5. PLACE NO PERMANENT LOAD ON SUPPORTED SLABS UNTIL CONCRETE HAS REACHED SPECIFIED STRENGTH AND ALL

SHORING HAS BEEN REMOVED.

6. PLACE NO OPENINGS, SLEEVES, INSERTS, ETC. IN CONCRETE WORK UNLESS CRITERIA INDICATED ON DRAWINGS IS MET, OR

SPECIFIC SIZE AND LOCATION IS APPROVED IN WRITING BY ARCHITECT/ENGINEER.

7. CONCRETE CONSTRUCTION TOLERANCES ARE AS SHOWN IN PROJECT SPECIFICATIONS.

I. REINFORCING STEEL

1. ALL REINFORCING BARS: 60 KSI YIELD

2. REINFORCE ALL SLABS AS FOLLOWS, UNLESS NOTED OTHERWISE:

a. 6x6-W4.0xW4.0 (58#) WWF

4. FURNISH WWF IN FLAT SHEETS. LAP SHEETS (2) WIRES (1 FULL WIRE SPACE) PLUS 2" AT ALL EDGES. STAGGER ADJACENT

SHEETS TO AVOID (4) CORNER LAPS.

5. PROVIDE TENSION SPLICES UNLESS NOTED OTHERWISE.

6. PLACE WITH MINIMUM CLEAR COVER BETWEEN REINFORCING STEEL AND CONCRETE SURFACES AS SHOWN. IF NOT SHOWN, PROVIDE CLEAR COVER PER ACI. ALL REINFORCING SHALL BE PLACED AS SHOWN AND DETAILED, AND WITHIN ACI

TOLERANCE.

7. ALL REINFORCING BARS AND WELDED WIRE FABRIC TO BE EPOXY COATED, UNLESS NOTED OTHERWISE.

J. UTILITIES

1. PRIOR TO EXCAVATION AND EARTHWORK, VERIFY LOCATIONS OF UNDERGROUND UTILITIES WITH UTILITY COMPANIES AND OWNER. EXCAVATE OR SURVEY TO ESTABLISH EXACT UTILITY LOCATIONS. UTILITY LOCATIONS IF SHOWN ON CONTRACT DRAWINGS ARE ONLY APPROXIMATE AND CANNOT BE USED TO ASSURE CONTRACTOR OF ADEQUATE CLEARANCE.

2. ALL UTILITIES SHALL BE ADEQUATELY PROTECTED FROM DAMAGE. WHERE UTILITIES ARE ENCOUNTERED, CONTRACTOR SHALL IMMEDIATELY NOTIFY UTILITY COMPANY AND OWNER BEFORE PROCEEDING. ACTIVE UTILITIES ENCOUNTERED SHALL BE PROTECTED, SUPPORTED, OR RELOCATED AS DIRECTED. INACTIVE AND ABANDONED UTILITIES SHALL BE REMOVED, PLUGGED, OR CAPPED AS DIRECTED.

3. CALL APPROPRIATE UTILITIES PROTECTION SERVICE BEFORE DIGGING OR OTHER EARTHWORK OPERATION.

K. QUALITY CONTROL AND ASSURANCE

1. CONTRACTOR SHALL PERFORM QUALITY CONTROL, TESTING, AND INSPECTION OF ALL WORK AS REQUIRED BY CONTRACT

DOCUMENTS, INCLUDING REFERENCED CODES, SPECIFICATIONS, AND STANDARDS.

2. CONTRACTOR WILL EMPLOY TESTING AND INSPECTION AGENCY TO PERFORM SERVICES INDICATED TO BE BY OWNER IN

PROJECT SPECIFICATIONS.

a. CONCRETE: ALL CONCRETE WORK.

b. REINFORCING STEEL: ALL REINFORCING STEEL.

3. ARCHITECT/ENGINEER MAY GENERALLY OBSERVE PROGRESS OF WORK, BUT HIS OBSERVATION SHALL NOT BE CONSTRUED

AS INSPECTION.

GENERAL NOTES

ST

OR

AG

E

RA

MP

F

RO

M

LE

VE

L 3

RA

MP

D

OW

N

TO

LE

VE

L 1

RA

MP

U P

FR

OM

LE

VE

L 1

RA

MP

D

OW

N

FR

OM

LE

VE

L 3

RA

MP

U P

TO

LE

VE

L 3

LEVEL B PLAN1

102T2 1" = 20'-0"

T2 GARAGE

NORTH

H'

J'

K'

L'

M'

N'

O'

P'

Q'

R'

S'

T'

U'

V'

W'

X'

Y'

1'-

8"

'-8

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-4

'-8

18 19 20 21 22 23 24 25 26 28

522'-0"±

64'-0"± 64'-0"± 42'-2"± 53'-8"± 42'-2"± 64'-0"± 64'-0"± 64'-0"±64'-0"±

4'- 0"

8'- 0"

TYP

FULL LENGTH

DOUBLE BEAM

BELOW

TYP

TYP

11 12

TYP

10TYP

21LEVEL A

21 LEVEL A

LEGEND:

EXISTING BOLLARD

EXISTING DRAIN

NEW DRAIN

EXISTING LIGHT POLE

NEW MEMBRANE

EXISTING SIDEWALK

EXISTING MEMBRANE

NEW EXPANSION JOINT

EXISTING CONSTRUCTION JOINT

EXISTING EXPANSION JOINT

PARKING NUMBER (LEVEL AND ROW)E-23

This document is the product and property of THP Limited. Neither the document nor the information it contains may be copied or reused for other than the specific project for which it was prepared without the written consent of THP Limited.

SEAL:

Terminal 2 & 3 Garage

Rehabilitation

Phase 3

DRAWING NUMBER:

DATE:

DRAWING TITLE:

TECHNICIAN:

PROJECT MANAGER:

PRINCIPAL:

G.O. Donahue

A.M. Mette

ENGINEER OF RECORD:

A.M. Mette

A.R. Harvey

24253.00 SEPT. 2025

JOB NUMBER:

513.241.3222 THPLTD.com

THP Limited 221 East Fourth Street, Suite 1150 Cincinnati, Ohio 45202

'RAW,NG

PREL,M,NARY

&ONSTRU&T,ON

BE USE' )OR

NOT TO

05�16�2025

ISSUES/REVISIONS:

1 09.22.2025 ISSUE FOR BID

T2

PARKING GARAGE

T3 - CENTRAL

PARKING GARAGE

T3 - WEST

PARKING GARAGE

T3 - EAST

PARKING GARAGE

KEY PLAN

NORTH

T2 GARAGE

LEVEL B PLAN

102T2

GENERAL NOTES:

A. REFER TO SHEET 002 FOR GENERAL NOTES.

B. KEY NOTES LISTED BELOW APPLY TO ALL PLAN DRAWINGS. ALL NOTES MAY NOT NECESSARILY APPEAR

ON EACH DRAWING.

C. ALL DIMENSIONS INDICATED ON DRAWINGS ARE FOR REFERENCE ONLY. CONTRACTOR TO VERIFY ALL

DIMENSIONS AND EXISTING FIELD CONDITIONS PRIOR TO WORK.

D. ALL SCOPES OF WORK ARE INTENDED TO BE LUMP SUM ITEMS UNLESS NOTED OTHERWISE AS A UNIT

PRICE REPAIR OR TIME AND MATERIAL REPAIR.

E. UNLESS NOTED OTHERWISE, THE LOCATION OR CALL OUT FOR OVERHEAD WORK IS REFERENCED FROM

THE LEVEL BELOW.

F. FOR ALL KEY NOTES WITH A REFERENCE TO UNIT PRICE WORK, CONTRACTOR TO SURVEY EACH PHASE OF WORK AS PART OF GENERAL CONDITIONS AND REPORT QUANTITIES AND LOCATIONS TO OWNER AND

ENGINEER, THEN PERFORM UNIT PRICE WORK WHERE APPROVED.

G. CONTRACTOR IS RESPONSIBLE FOR THE PRESERVATION OF EXISTING SITE. AREAS DAMAGED DURING

WORK ARE TO BE REPLACED PER OWNER'S DISCRETION AT THE CONTRACTOR’S EXPENSE.

H. DO NOT BLOCK ENTRANCES/EGRESS, ADA ROUTES, LOADING DOCKS, ETC. AND THEY ARE TO REMAIN

OPERATIONAL AT ALL TIMES.

I. PROVIDE PROFESSIONAL SIGNAGE AND BARRICADES TO CLOSE AND PROTECT WORK AREAS AND ADJACENT AREAS INCLUDING AREAS BELOW. SIGNAGE SHALL INCLUDE DIRECTIONS TO ROUTE PEOPLE

AROUND THE WORK AREA. REFER TO SPECIFICATION SECTION 015600.

J. PRIOR TO PERFORMING WORK, LOCATE ALL DRAINS, REVIEW CONDITIONS, AND PROTECT DRAINS DURING

REPAIRS. DRAINS TO REMAIN OPERATIONAL THROUGHOUT DURATION OF PROJECT.

K. ALL NOISE PRODUCING WORK SHALL BE COORDINATED WITH THE OWNER, TENANTS, AND NOISE

ORDINANCES. LOUD WORK IS TO BE SCHEDULED SO AS TO NOT DISRUPT OWNER OR ADJACENT

PROPERTY FUNCTIONS.

L. PROVIDE DUST AND DEBRIS CONTROL MEASURES TO ENSURE ALL DUST AND DEBRIS GENERATED BY WORK REMAINS WITHIN WORK AREA, DOES NOT BECOME AIRBORNE, AND DOES NOT POSE HAZARDOUS OR OBJECTIONABLE CONDITIONS FOR PATRONS AND GENERAL PUBLIC. REFER TO SPECIFICATION

SECTION 015600.

M. CONTRACTOR SHALL PROVIDE ACCESS TO WORK AREAS FOR OWNER AND THEIR REPRESENTATIVES TO INSPECT QUALITY OF WORK, PROGRESS, AND FIELD CONDITIONS. ACCESS AND NECESSARY EQUIPMENT, ALONG WITH AN OPERATOR, TO BE PROVIDED DURING NORMAL WORKING HOURS.

N. SUPPORTED LEVELS OF GARAGE ARE CONSTRUCTED OF CAST-IN-PLACE POST-TENSIONED STEEL CABLED BEAMS AND SLAB. PRIOR TO PERFORMING CONCRETE REPAIRS, DRILLING, EXCAVATIONS, ETC., CONTRACTOR TO USE PACHOMETER OR OTHER SIMILAR DEVICE ON DRAWING METHOD TO ASCERTAIN LOCATION OF POST-TENSIONED STEEL CABLES. DO NOT EXCAVATE AROUND OR DAMAGE TENDONS.

O. ALL PHASING AND PROPOSED WORK AREAS ARE TO BE REVIEWED AND APPROVED IN ADVANCE BY THE

OWNER AND ENGINEER.

P. CONTRACTOR MUST NOTIFY THE OWNER WITHIN 72 HOURS OF CHANGES TO THE SCHEDULE.

Q. REFER TO CVG GENERAL AND SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS. THESE

ADDITIONAL REQUIREMENTS INCLUDE THAT THE CONTRACTOR IS RESPONSIBLE FOR CAPTURING

PARKING SPACES IN THE GARAGE TO PERFORM ALL WORK.

R. A PARKING SPACE WIRELESS VEHICLE DETECTION SENSOR EXISTS IN EACH PARKING SPACE. THE

CONTRACTOR IS RESPONSIBLE FOR PROTECTING SENSORS FROM DAMAGE FROM CONSTRUCTION

ACTIVITIES. THE CONTRACTOR SHALL PROVIDE TEMPORARY COVERS OVER SENSORS AT EACH PARKING SPACE WITHIN WORK ARES SO THE SENSOR WILL REGISTER THE PARKING SPACE IN THE COMPUTER

SYSTEM AS BEING FULL.

T2 GARAGE KEY NOTES (102T2 & 103T2):

1. UNIT PRICE: SURVEY THE SLAB AND CURBS FOR RANDOM CRACKS AND PERFORM CRACK SEALANT

REPAIR. REFER TO DETAIL 2/501.

2. UNIT PRICE: SURVEY THE CURB FOR CONCRETE DETERIORATION AND PERFORM CONCRETE CURB

REPAIR. REFER TO DETAILS 5/401 AND 6/401.

3. EXISTING CONCRETE CURB. REMOVE AND REPLACE ALL TOOLED JOINT SEALANTS AND COVE SEALANTS.

REFER TO DETAIL 1/501 AND 3/501.

4. EXISTING CONCRETE CURB. INSTALL A NEW HEAVY-DUTY URETHANE MEMBRANE SYSTEM. REFER TO

DETAIL 8/601.

5. AS PART OF MEMBRANE INSTALLATION ON THE CURBS, FLAT SQUEEGEE BASE COAT LEVELING PRIOR TO INSTALLATION OF FULL MEMBRANE SYSTEM TO FILL ALL DEPRESSIONS IN THE CONCRETE. REFER TO

SPECIFICATION SECTION 071800.

6. WITHIN THE HATCHED AREA, COMPLETELY REMOVE THE EXISTING MEMBRANE AND INSTALL A

HEAVY-DUTY EPOXY WATERPROOFING MEMBRANE. REFER TO DETAILS ON DRAWING 601.

7. UNIT PRICE: SURVEY THE SLAB FOR PT CONCRETE SLAB DETERIORATION AND PERFORM CONCRETE PT

SLAB REPAIR. REFER TO DETAIL 1/401.

8. AS PART OF MEMBRANE INSTALLATION REPLACE ALL COVE SEALANT AT VERTICAL SURFACES IN

MEMBRANE AREA. REFER TO DETAIL 3/501.

9. AS PART OF MEMBRANE INSTALLATION, INSTALL NEW LINE STRIPING TO MATCH EXISTING. REFER TO

SPECIFICATION SECTION 321723.

10. UNIT PRICE: SURVEY THE WING COMPRESSION SEAL EXPANSION JOINTS AND PERFORM HEADER REPAIR.

REFER TO DETAIL 15/502.

11. REMOVE EXISTING PREMOLD EXPANSION JOINT, MODIFY BLOCKOUT AS NEED FOR THE NEW EXPANSION JOINT, AND INSTALL NEW WING COMPRESSION SEAL EXPANSION JOINT. REFER TO DETAIL 11/501.

12. REMOVE EXISTING SEALANT, PREPARE SURFACES, AND INSTALL NEW SILICONE ISOLATION JOINT

SEALANT AFTER MEMBRANE INSTALLATION. REFER TO DETAIL 5/501.

13. REMOVE AND REPLACE THE WING COMPRESSION SEAL EXPANSION JOINT AT THE BASE OF THE RAMP.

PROVIDE CONTINUOUS EXPANSION JOINT TURN-UP AT THE CURB. EXPANSION JOINT REPLACEMENT TO

INCLUDE THE CURB ON EACH SIDE. REFER TO DETAILS 12/501 AND 18/502.

14. EXISTING TRENCH DRAIN TO BE REPAIRED AT THE BASE OF THE RAMP. REFER TO PHOTO DETAILS 18/303

AND 19/303.

15. COORDINATE REMOVAL OF SECTION OF CURB, INSTALL NEW CONTINUOUS GRATING SUPPORT ANGLE, AND PROVIDE NEW MATCHING TRENCH DRAIN GRATING. REFER TO PHOTO DETAIL 18/303.

16. AT THE BASE OF THE RAMP WITHIN THE HATCHED AREA, COMPLETELY REMOVE THE EXISTING MEMBRANE AND INSTALL A HEAVY-DUTY EPOXY WATERPROOFING MEMBRANE. REFER TO DETAILS ON DRAWING 601.

17. UNIT PRICE: PERFORM BEAM BOTTOM REPAIRS BELOW THE RAMP TRENCH DRAIN. REFER TO DETAIL 11/401.

18. INSTALL SECOND DRAIN IN THE TRENCH DRAIN. REFER TO DETAIL 16/502.

19. UNIT PRICE: EXISTING LIGHT POLE. PERFORM CASE A LIGHT POLE BASE REPAIR. REFER TO PHOTO

DETAIL 20/303.

20. UNIT PRICE: EXISTING LIGHT POLE. PERFORM CASE C LIGHT POLE BASE REPAIR. REFER TO PHOTO

DETAIL 22/303.

21. REMOVE AND REPLACE WALL MOUNTED LIGHT IN STAIR TOWER. BASIS OF DESIGN: ALIGHT

WET-LOCATION INDIRECT/DIRECT LED WALL LIGHT ACCOLADE ALD2ST.

22. EXISTING LIGHT POLE ON OUTRIGGER BEAM (REQUIRES LIFT FOR ACCESS) WITH MISSING ELECTRICAL COVER PLATE. INSTALL NEW COVER TO MATCH COVERS AT OTHER LIGHT POLES. FIELD VERIFY SIZE AND TYPE OF COVER BEFORE BIDDING. INSTALL SILICONE SEALANT AT TOP AND SIDES OF COVER AFTER INSTALLATION. REFER TO SPECIFICATION SECTION 079200. CONTRACTOR IS RESPONSIBLE TO

COORDINATE WORK WITH ELECTRICIAN AS REQUIRED.

62'-0"±

4031 34 36 38 39.2

62'-0"± 62'-0"± 16'-6"±

RA

MP

D

OW

N

TO

LE

VE

L A

RA

MP

U P

TO

LE

VE

L C

B-23

B-24 B-25 B-26

B-23

B-24 B-25 B-26

LEVELS A TO E

2KNOWN LOCATION (5 SF)

1KNOWN LOCATION (5 SF)

1KNOWN LOCATION (5 SF)

6CANOPY ABOVE LEVEL A

13 LEVEL A

21 213

TYP.

B

C

D

E

F

G

H

J

K

L

M

N

O

P

Q

R

S

T

U

W

Y

A.8

B.8

S.3

R.7

DRAWING NOTES:

A. REFER TO SHEET 002 FOR GENERAL NOTES.

B. KEY NOTES LISTED BELOW APPLY TO ALL PLAN DRAWINGS. ALL NOTES MAY NOT NECESSARILY APPEAR ON EACH DRAWING.

C. ALL DIMENSIONS INDICATED ON DRAWINGS ARE FOR REFERENCE ONLY. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING

FIELD CONDITIONS PRIOR TO WORK.

D. ALL SCOPES OF WORK ARE INTENDED TO BE LUMP SUM ITEMS UNLESS NOTED OTHERWISE AS A UNIT PRICE REPAIR OR TIME AND

MATERIAL REPAIR.

E. UNLESS NOTED OTHERWISE, THE LOCATION OR CALL OUT FOR OVERHEAD WORK IS REFERENCED FROM THE LEVEL BELOW.

F. FOR ALL KEY NOTES WITH A REFERENCE TO UNIT PRICE WORK, CONTRACTOR TO SURVEY EACH PHASE OF WORK AS PART OF GENERAL CONDITIONS AND REPORT QUANTITIES AND LOCATIONS TO OWNER AND ENGINEER, THEN PERFORM UNIT PRICE WORK

WHERE APPROVED.

G. CONTRACTOR IS RESPONSIBLE FOR THE PRESERVATION OF EXISTING SITE. AREAS DAMAGED DURING WORK ARE TO BE REPLACED

PER OWNER'S DISCRETION AT THE CONTRACTOR'S EXPENSE.

H. DO NOT BLOCK ENTRANCES/EGRESS, ADA ROUTES, LOADING DOCKS, ETC. AND THEY ARE TO REMAIN OPERATIONAL AT ALL TIMES.

I. PROVIDE PROFESSIONAL SIGNAGE AND BARRICADES TO CLOSE AND PROTECT WORK AREAS AND ADJACENT AREAS INCLUDING AREAS BELOW. SIGNAGE SHALL INCLUDE DIRECTIONS TO ROUTE PEOPLE AROUND THE WORK AREA. REFER TO SPECIFICATION

SECTION 015600.

J. PRIOR TO PERFORMING WORK, LOCATE ALL DRAINS, REVIEW CONDITIONS, AND PROTECT DRAINS DURING REPAIRS. DRAINS TO

REMAIN OPERATIONAL THROUGHOUT DURATION OF PROJECT.

K. ALL NOISE PRODUCING WORK SHALL BE COORDINATED WITH THE OWNER, TENANTS, AND NOISE ORDINANCES. LOUD WORK IS TO

BE SCHEDULED SO AS TO NOT DISRUPT OWNER OR ADJACENT PROPERTY FUNCTIONS.

L. PROVIDE DUST AND DEBRIS CONTROL MEASURES TO ENSURE ALL DUST AND DEBRIS GENERATED BY WORK REMAINS WITHIN WORK AREA, DOES NOT BECOME AIRBORNE, AND DOES NOT POSE HAZARDOUS OR OBJECTIONABLE CONDITIONS FOR PATRONS AND

GENERAL PUBLIC. REFER TO SPECIFICATION SECTION 015600.

M. CONTRACTOR SHALL PROVIDE ACCESS TO WORK AREAS FOR OWNER AND THEIR REPRESENTATIVES TO INSPECT QUALITY OF WORK, PROGRESS, AND FIELD CONDITIONS. ACCESS AND NECESSARY EQUIPMENT, ALONG WITH AN OPERATOR, TO BE PROVIDED

DURING NORMAL WORKING HOURS.

N. SUPPORTED LEVELS OF GARAGE ARE CONSTRUCTED OF CAST-IN-PLACE POST-TENSIONED STEEL CABLED BEAMS AND SLAB. PRIOR TO PERFORMING CONCRETE REPAIRS, DRILLING, EXCAVATIONS, ETC., CONTRACTOR TO USE PACHOMETER OR OTHER SIMILAR DEVICE ON DRAWING METHOD TO ASCERTAIN LOCATION OF POST-TENSIONED STEEL CABLES. DO NOT EXCAVATE AROUND OR

DAMAGE TENDONS.

O. ALL PHASING AND PROPOSED WORK AREAS ARE TO BE REVIEWED AND APPROVED IN ADVANCE BY THE OWNER AND ENGINEER.

P. CONTRACTOR MUST NOTIFY THE OWNER WITHIN 72 HOURS OF CHANGES TO THE SCHEDULE.

Q. REFER TO CVG GENERAL AND SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS. THESE ADDITIONAL REQUIREMENTS INCLUDE THAT THE CONTRACTOR IS RESPONSIBLE FOR CAPTURING PARKING SPACES IN THE GARAGE TO PERFORM ALL WORK.

R. A PARKING SPACE WIRELESS VEHICLE DETECTION SENSOR EXISTS IN EACH PARKING SPACE. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING SENSORS FROM DAMAGE FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE TEMPORARY COVERS OVER SENSORS AT EACH PARKING SPACE WITHIN WORK ARES SO THE SENSOR WILL REGISTER THE PARKING SPACE IN

THE COMPUTER SYSTEM AS BEING FULL.

T3 WEST GARAGE KEY NOTES (102T3W, 103T3W, 104T3W, 105T3W):

1. UNIT PRICE: SURVEY THE SLAB FOR PT CONCRETE SLAB DETERIORATION AND PERFORM CONCRETE PT SLAB AND OVERHEAD

REPAIRS. REFER TO DETAILS 1/401 AND 10/401.

2. UNIT PRICE: SURVEY THE WALLS AND COLUMNS FOR CONCRETE DETERIORATION AND PERFORM VERTICAL SURFACE REPAIR.

REFER TO DETAIL 4/401.

3. UNIT PRICE: SURVEY THE SLABS FOR RANDOM CRACKS AND PERFORM CRACK SEALANT REPAIR. REFER TO DETAIL 2/501.

4. PHASING REQUIREMENTS PERMITS CLOSURE OF ONE STAIR TOWER AT A TIME IN T3E, T3C, AND T3W GARAGES.

5. EXISTING T3W NORTHWEST STAIR TOWER. REMOVE AND REPLACE ROOF SYSTEM. REFER TO ENLARGE PLAN DETAIL 1/201.

6. EXISTING T3W SOUTHEAST STAIR TOWER. REMOVE AND REPLACE THE TWO ROOF SYSTEMS. REFER TO ENLARGE PLAN DETAIL 3/201.

7. EXISTING T3W SOUTHEAST STAIR TOWER. REFER TO PHOTO DETAILS 10/302, 11/302, 12/302, AND 13/302 FOR CONCRETE REPAIRS, WATERPROOFING REPAIRS, STOREFRONT REPAIRS AND RAILINGS OVERCOATING.

8. EXISTING GLASS STOREFRONT DOOR INTO THE STAIR TOWER. REMOVE AND REPLACE DOOR CLOSURE AND BASE SWEEP. REFER

TO SPECIFICATION SECTION 087100.

9. EXISTING GLASS STOREFRONT DOOR INTO THE STAIR TOWER. REMOVE AND REPLACE DOOR SYSTEM, CLOSURE, THRESHOLD, AND

SWEEP. REFER TO SPECIFICATION SECTION 087100 AND 084413.

10. EXISTING GLASS STOREFRONT DOOR THRESHOLD. TEMPORARY REMOVE AND INSTALL IN FULL BED OF SILICONE SEALANT WITH

NEW STAINLESS-STEEL SCREWS. REFER TO SPECIFICATION SECTION 079200.

11. UNIT PRICE: EXISTING LIGHT POLE. PERFORM CASE A LIGHT POLE BASE REPAIR. REFER TO PHOTO DETAIL 20/303.

12. UNIT PRICE: EXISTING LIGHT POLE. PERFORM CASE B LIGHT POLE BASE REPAIR. REFER TO PHOTO DETAIL 21/303.

13. SLAB ON GRADE AT STORAGE ROOM DOUBLE DOORS. INSTALL NEW TRENCH DRAIN. REFER TO PHOTO DETAIL 17/303.

14. UNIT PRICE: CONCRETE OUTRIGGER BEAM EXTENSION. PERFORM WATERPROOFING REPAIRS. REFER TO PHOTO DETAILS 15/302

AND 16/302.

15. EXISTING T3W NORTHWEST STAIR TOWER. REFER TO PHOTO DETAIL 14/302 FOR WATERPROOFING REPAIRS, STOREFRONT REPAIRS, AND OVERCOATING.

16. ALTERNATE NO.1: EXISTING CONCRETE ROOF STRUCTURE OVER RAMP BETWEEN LEVEL D TO E. PREPARE CONCRETE SURFACE AND INSTALL A HEAVY DUTY URETHANE MEMBRANE SYSTEM. REFER TO DETAILS ON DRAWING 601.

17. ALTERNATE NO.1: INSTALL A SAW CUT 2” FROM THE EDGE OF THE ROOF CANOPY FOR THE MEMBRANE TERMINATION. REFER TO

DETAIL 5/601.

18. ALTERNATE NO.1: PROTECT THE VERTICAL FACE OF THE ROOF CANOPY AND DO NOT APPLY MEMBRANE ON THE SURFACE.

19. ALTERNATE NO.1: EXISTING ROOF BLADDER EXPANSION JOINT. TERMINATE THE NEW URETHANE MEMBRANE IN A SAW CUT IMMEDIATELY ADJACENT TO THE EXPANSION JOINT TERMINATION BAR. SIMILAR TO DETAIL 5/601.

20. ALTERNATE NO.2 - UNIT PRICE: SURVEY THE FLOOR SLAB EXPANSION JOINTS AND PERFORM WING COMPRESSION SEAL REPLACEMENT. REFER TO DETAILS 11/502 OR 18/502. CONTRACTOR SHALL ASSUME REPLACEMENT IN 30'-0" SECTION TO MAINTAIN CONTINUOUS VEHICULAR FLOW THROUGH PARKING STALLS. CONTRACTOR RESPONSIBLE FOR CLOSURE OF PARKING STALL.

21. ALTERNATE NO.2 - UNIT PRICE: SURVEY RAISED EXPANSION JOINTS FOR STEEP CONCRETE SLOPES. CONFIRM LOCATIONS WITH ENGINEER, PREPARE CONCRETE SLAB AND INSTALL CASE B BONDED SLOPE OVERLAY ALONG THE EXPANSION JOINT. REFER TO

DETAIL 3/401.

LEGEND:

EXISTING MEMBRANE SYSTEM.

EXISTING EXPANSION JOINT

EXISTING CONSTRUCTION JOINT

PARKING NUMBER (LEVEL AND ROW)E-23

This document is the product and property of THP Limited. Neither the document nor the information it contains may be copied or reused for other than the specific project for which it was prepared without the written consent of THP Limited.

SEAL:

Terminal 2 & 3 Garage

Rehabilitation

Phase 3

DRAWING NUMBER:

DATE:

DRAWING TITLE:

TECHNICIAN:

PROJECT MANAGER:

PRINCIPAL:

G.O. Donahue

A.M. Mette

ENGINEER OF RECORD:

A.M. Mette

A.R. Harvey

24253.00 SEPT. 2025

JOB NUMBER:

513.241.3222 THPLTD.com

THP Limited 221 East Fourth Street, Suite 1150 Cincinnati, Ohio 45202

DRAW,NG

PREL,M,NARY

CONSTRUCT,ON

BE USED FOR

NOT TO

0�.16.202�

ISSUES/REVISIONS:

1 09.22.2025 ISSUE FOR BID

2 10.22.2025 ADDENDUM NO.1

LEVEL B PLAN1

102T3W 1/16" = 1'-0"

T3 WEST GARAGE

NORTH

TERMINAL 2

PARKING GARAGE

TERMINAL 3 - CENTRAL

PARKING GARAGE

TERMINAL 3 - WEST

PARKING GARAGE

TERMINAL 3 - EAST

PARKING GARAGE

NORTH

KEY PLAN

7" S

LA

B

5- 1/4

" S

LA

B 7"

S

LA

B

MA

TC

HL

IN

E

RE

FE

R

TO

D

RA

W

IN

1.0

2T 3C

MA

TC

HL

IN

E

RE

FE

R

TO

D

RA

W

IN

1.0

2T 3C

T3 WEST GARAGE

LEVEL B PLAN

102T3W

16'-0"±

40 41 42 43 44 45 46 47 48

44'-0"± 62'-0"± 62'-0"± 60'-9"±60'-9"± 62'-0"± 62'-0"±

2'-6"±

UP

UP

UP

UP

RA

MP

D

OW

N

TO

LE

VE

L A

RA

MP

D

OW

N

TO

LE

VE

L A

RA

MP

U P

TO

LE

VE

L C

RA

MP

U P

TO

LE

VE

L C

B-28 B-29 B-30 B-31 B-32 B-33 B-34

B-28 B-29 B-30 B-31 B-32 B-33 B-34

LEVELS A TO E

LEVELS A TO E

LEVELS A TO E

1KNOWN LOCATION (6 SF)

2 KNOWN LOCATION (2 SF)

1KNOWN LOCATION (2 SF)

2 KNOWN LOCATION (15 SF)

9 13

21 323

TYP.

B

C

D

E

F

G

H

J

K

L

M

N

O

P

Q

R

S

T

U

W

Y

A.8

B.8

S.3

R.7

B

C

D

E

F

G

H

J

K

L

M

N

O

P

Q

R

S

T

U

W

Y

A.8

B.8

S.3

R.7

LEGEND:

EXISTING MEMBRANE SYSTEM.

NEW TRAFFIC MEMBRANE SYSTEM

EXISTING EXPANSION JOINT

EXISTING CONSTRUCTION JOINT

PARKING NUMBER (LEVEL AND ROW)E-23

DRAWING NOTES:

A. REFER TO SHEET 002 FOR GENERAL NOTES.

B. KEY NOTES LISTED BELOW APPLY TO ALL PLAN DRAWINGS. ALL NOTES MAY NOT NECESSARILY APPEAR ON EACH DRAWING.

C. ALL DIMENSIONS INDICATED ON DRAWINGS ARE FOR REFERENCE ONLY. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING

FIELD CONDITIONS PRIOR TO WORK.

D. ALL SCOPES OF WORK ARE INTENDED TO BE LUMP SUM ITEMS UNLESS NOTED OTHERWISE AS A UNIT PRICE REPAIR OR TIME AND

MATERIAL REPAIR.

E. UNLESS NOTED OTHERWISE, THE LOCATION OR CALL OUT FOR OVERHEAD WORK IS REFERENCED FROM THE LEVEL BELOW.

F. FOR ALL KEY NOTES WITH A REFERENCE TO UNIT PRICE WORK, CONTRACTOR TO SURVEY EACH PHASE OF WORK AS PART OF GENERAL CONDITIONS AND REPORT QUANTITIES AND LOCATIONS TO OWNER AND ENGINEER, THEN PERFORM UNIT PRICE WORK

WHERE APPROVED.

G. CONTRACTOR IS RESPONSIBLE FOR THE PRESERVATION OF EXISTING SITE. AREAS DAMAGED DURING WORK ARE TO BE REPLACED

PER OWNER'S DISCRETION AT THE CONTRACTOR'S EXPENSE.

H. DO NOT BLOCK ENTRANCES/EGRESS, ADA ROUTES, LOADING DOCKS, ETC. AND THEY ARE TO REMAIN OPERATIONAL AT ALL TIMES.

I. PROVIDE PROFESSIONAL SIGNAGE AND BARRICADES TO CLOSE AND PROTECT WORK AREAS AND ADJACENT AREAS INCLUDING AREAS BELOW. SIGNAGE SHALL INCLUDE DIRECTIONS TO ROUTE PEOPLE AROUND THE WORK AREA. REFER TO SPECIFICATION

SECTION 015600.

J. PRIOR TO PERFORMING WORK, LOCATE ALL DRAINS, REVIEW CONDITIONS, AND PROTECT DRAINS DURING REPAIRS. DRAINS TO

REMAIN OPERATIONAL THROUGHOUT DURATION OF PROJECT.

K. ALL NOISE PRODUCING WORK SHALL BE COORDINATED WITH THE OWNER, TENANTS, AND NOISE ORDINANCES. LOUD WORK IS TO

BE SCHEDULED SO AS TO NOT DISRUPT OWNER OR ADJACENT PROPERTY FUNCTIONS.

L. PROVIDE DUST AND DEBRIS CONTROL MEASURES TO ENSURE ALL DUST AND DEBRIS GENERATED BY WORK REMAINS WITHIN WORK AREA, DOES NOT BECOME AIRBORNE, AND DOES NOT POSE HAZARDOUS OR OBJECTIONABLE CONDITIONS FOR PATRONS AND

GENERAL PUBLIC. REFER TO SPECIFICATION SECTION 015600.

M. CONTRACTOR SHALL PROVIDE ACCESS TO WORK AREAS FOR OWNER AND THEIR REPRESENTATIVES TO INSPECT QUALITY OF WORK, PROGRESS, AND FIELD CONDITIONS. ACCESS AND NECESSARY EQUIPMENT, ALONG WITH AN OPERATOR, TO BE PROVIDED

DURING NORMAL WORKING HOURS.

N. SUPPORTED LEVELS OF GARAGE ARE CONSTRUCTED OF CAST-IN-PLACE POST-TENSIONED STEEL CABLED BEAMS AND SLAB. PRIOR TO PERFORMING CONCRETE REPAIRS, DRILLING, EXCAVATIONS, ETC., CONTRACTOR TO USE PACHOMETER OR OTHER SIMILAR DEVICE ON DRAWING METHOD TO ASCERTAIN LOCATION OF POST-TENSIONED STEEL CABLES. DO NOT EXCAVATE AROUND OR

DAMAGE TENDONS.

O. ALL PHASING AND PROPOSED WORK AREAS ARE TO BE REVIEWED AND APPROVED IN ADVANCE BY THE OWNER AND ENGINEER.

P. CONTRACTOR MUST NOTIFY THE OWNER WITHIN 72 HOURS OF CHANGES TO THE SCHEDULE.

Q. REFER TO CVG GENERAL AND SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS. THESE ADDITIONAL REQUIREMENTS INCLUDE THAT THE CONTRACTOR IS RESPONSIBLE FOR CAPTURING PARKING SPACES IN THE GARAGE TO PERFORM ALL WORK.

R. A PARKING SPACE WIRELESS VEHICLE DETECTION SENSOR EXISTS IN EACH PARKING SPACE. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING SENSORS FROM DAMAGE FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE TEMPORARY COVERS OVER SENSORS AT EACH PARKING SPACE WITHIN WORK ARES SO THE SENSOR WILL REGISTER THE PARKING SPACE IN

THE COMPUTER SYSTEM AS BEING FULL.

T3 CENTRAL GARAGE KEY NOTES (102T3C, 103T3C, 104T3C, 105T3C):

1. UNIT PRICE: SURVEY THE SLAB FOR PT CONCRETE SLAB DETERIORATION AND PERFORM CONCRETE PT SLAB AND OVERHEAD

REPAIRS. REFER TO DETAILS 1/401 AND 10/401.

2. UNIT PRICE: SURVEY THE WALLS AND COLUMNS FOR CONCRETE DETERIORATION AND PERFORM VERTICAL SURFACE REPAIR. REFER

TO DETAIL 4/401.

3. UNIT PRICE: SURVEY THE SLABS FOR RANDOM CRACKS AND PERFORM CRACK SEALANT REPAIR. REFER TO DETAIL 2/501.

4. EXISTING CONCRETE ROOF STRUCTURE OVER RAMP BETWEEN LEVEL D TO E. PREPARE CONCRETE SURFACE AND INSTALL A HEAVY

DUTY URETHANE MEMBRANE SYSTEM. REFER TO DETAILS ON DRAWING 601.

5. INSTALL A SAW CUT 2” FROM THE EDGE OF THE ROOF CANOPY FOR THE MEMBRANE TERMINATION. REFER TO DETAIL 5/601.

6. PROTECT THE VERTICAL FACE OF THE ROOF CANOPY AND DO NOT APPLY MEMBRANE ON THE SURFACE.

7. EXISTING URETHANE MEMBRANE AT THE CONCRETE ROOF STRUCTURE OVER RAMP BETWEEN LEVEL D TO E. PREPARE THE EXISTING MEMBRANE AND INSTALL URETHANE TOPCOAT IN CONJUNCTION WITH THE OVERALL MEMBRANE SYSTEM INSTALLATION.

REFER TO SPECIFICATION SECTION 071800.

8. EXISTING ROOF BLADDER EXPANSION JOINT. TERMINATE THE NEW URETHANE MEMBRANE IN A SAW CUT IMMEDIATELY ADJACENT TO

THE EXPANSION JOINT TERMINATION BAR. SIMILAR TO DETAIL 5/601.

9. PHASING REQUIREMENTS PERMITS CLOSURE OF ONE STAIR TOWER AT A TIME IN T3E, T3C, AND T3W GARAGES.

10. EXISTING T3C NORTHWEST STAIR TOWER. REMOVE AND REPLACE ROOF SYSTEM REFER TO ENLARGE PLAN DETAIL 2/201.

11. EXISTING T3C NORTHWEST STAIR TOWER. REFER TO PHOTO DETAILS 7/301, 8/301, AND 9/302 FOR CONCRETE REPAIRS, WATERPROOFING REPAIRS, STOREFRONT REPAIRS AND RAILINGS OVERCOATING.

12. EXISTING T3C NORTHEAST STAIR TOWER. REMOVE AND REPLACE ROOF SYSTEM REFER TO ENLARGE PLAN DETAIL 2/201.

13. EXISTING T3C NORTHEAST STAIR TOWER. REFER TO PHOTO DETAILS 1/301 AND 2/301 FOR CONCRETE REPAIRS, WATERPROOFING

REPAIRS, STOREFRONT REPAIRS AND RAILINGS OVERCOATING.

14. EXISTING T3C SOUTHEAST STAIR TOWER. REMOVE AND REPLACE ROOF SYSTEM REFER TO ENLARGE PLAN DETAIL 2/201.

15. EXISTING T3C SOUTHEAST STAIR TOWER. REFER TO PHOTO DETAILS 3/301 AND 4/301 FOR CONCRETE REPAIRS, WATERPROOFING

REPAIRS, STOREFRONT REPAIRS AND RAILINGS OVERCOATING.

16. EXISTING GLASS STOREFRONT DOOR INTO THE STAIR TOWER. REMOVE AND REPLACE DOOR CLOSURE AND BASE SWEEP. REFER

TO SPECIFICATION SECTION 087100.

17. EXISTING GLASS STOREFRONT DOOR THRESHOLD. TEMPORARY REMOVE AND INSTALL IN FULL BED OF SILICONE SEALANT WITH

NEW STAINLESS-STEEL SCREWS. REFER TO SPECIFICATION SECTION 079200.

18. EXISTING T3C MAIN STAIR/ELEVATOR TOWER. REMOVE AND REPAIR PERIMETER EDGE METAL SEALANT. REFER TO PHOTO DETAIL 8/202.

19. EXISTING T3C MAIN STAIR/ELEVATOR TOWER. REFER TO PHOTO DETAILS 5/301 AND 6/301 FOR WATERPROOFING REPAIRS AND

STOREFRONT REPAIRS.

20. WALKWAY BETWEEN T3 CENTRAL GARAGE AND THE AIRPORT TERMINAL. REFER TO DRAWING 701 FOR ENLARGED PLANS AND

REPAIR NOTES.

21. REMOVE BOLT DOWN WING EXPANSION JOINT, PREPARE BLOCKOUT, AND INSTALL NEW WING COMPRESSION SEAL EXPANSION JOINT.

REFER TO DETAIL 11/501.

22. INSTALL CONTINUOUS 4” WING EXPANSION JOINT TURN-UP. REFER TO DETAIL 14/502.

23. WITHIN THE HATCHED AREA, INSTALL A HEAVY-DUTY EPOXY WATERPROOFING MEMBRANE. NEW MEMBRANE TO INCLUDE TURN UPS

AT VERTICAL SURFACES WITH COVE SEALANT. REFER TO DETAILS ON DRAWING 601.

24. PROVIDE 10 SQUARE FEET OF MEMBRANE LEVELING TO PITCH WATER AWAY FROM THE EXPANSION JOINT. MEMBRANE LEVELING TO OCCUR PRIOR TO FULL MEMBRANE SYSTEM INSTALLATION. REFER TO SPECIFICATION SECTION 071800.

25. INSTALL SUPPLEMENTAL DRAIN AND 30 LINEAR FEET OF PVC PIPING. COORDINATE LOCATION WITH THE ENGINEER. REFER TO

DETAIL 16/502.

26. REMOVE AND REPLACE METAL EDGE EXPANSION JOINT WITH WING COMPRESSION SEAL EXPANSION JOINT. REFER TO DETAIL 11/501.

27. ALONG THE BUILDING, TEMPORARILY REMOVE THE METAL PLATE COVER AND REMOVE AND REPLACE THE EXPANSION JOINT. REFER

TO PHOTO DETAILS 23/303 AND 24/303.

28. EXTEND NEW EXPANSION JOINT REPLACEMENT AT SOUTH END ALONG THE COLUMN AND PROVIDE SURFACE MOUNT DETAIL. REFER TO DETAIL 13/502. TURN UP EXPANSION JOINT AT CURB AT NORTH END. REFER TO DETAIL 12/501.

29. UNIT PRICE: EXISTING LIGHT POLE. PERFORM CASE A LIGHT POLE BASE REPAIR. REFER TO PHOTO DETAIL 20/303.

30. UNIT PRICE: EXISTING LIGHT POLE. PERFORM CASE B LIGHT POLE BASE REPAIR. REFER TO PHOTO DETAIL 21/303.

31. ALTERNATE NO.2 - UNIT PRICE: SURVEY THE FLOOR SLAB EXPANSION JOINTS AND PERFORM WING COMPRESSION SEAL REPLACEMENT. REFER TO DETAILS 11/502 OR 18/502. CONTRACTOR SHALL ASSUME REPLACEMENT IN 30'-0" SECTION TO MAINTAIN CONTINUOUS VEHICULAR FLOW THROUGH PARKING STALLS. CONTRACTOR RESPONSIBLE FOR CLOSURE OF PARKING STALL.

32. ALTERNATE NO.2 - UNIT PRICE: SURVEY RAISED EXPANSION JOINTS FOR STEEP CONCRETE SLOPES. CONFIRM LOCATIONS WITH ENGINEER, PREPARE CONCRETE SLAB AND INSTALL CASE B BONDED SLOPE OVERLAY ALONG THE EXPANSION JOINT. REFER TO

DETAIL 3/401.

This document is the product and property of THP Limited. Neither the document nor the information it contains may be copied or reused for other than the specific project for which it was prepared without the written consent of THP Limited.

SEAL:

Terminal 2 & 3 Garage

Rehabilitation

Phase 3

DRAWING NUMBER:

DATE:

DRAWING TITLE:

TECHNICIAN:

PROJECT MANAGER:

PRINCIPAL:

G.O. Donahue

A.M. Mette

ENGINEER OF RECORD:

A.M. Mette

A.R. Harvey

24253.00 SEPT. 2025

JOB NUMBER:

513.241.3222 THPLTD.com

THP Limited 221 East Fourth Street, Suite 1150 Cincinnati, Ohio 45202

DRAW,NG

PREL,M,NARY

CONSTRUCT,ON

BE USED FOR

NOT TO

05.16.2025

ISSUES/REVISIONS:

1 09.22.2025 ISSUE FOR BID

2 10.22.2025 ADDENDUM NO.1

TERMINAL 2

PARKING GARAGE

TERMINAL 3 - CENTRAL

PARKING GARAGE

TERMINAL 3 - WEST

PARKING GARAGE

TERMINAL 3 - EAST

PARKING GARAGE

NORTH

KEY PLAN

LEVEL B PLAN1

102T3C 1/16" = 1'-0"

T3 CENTRAL GARAGE

NORTH

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T3 CENTRAL GARAGE

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B

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2 3

TYP.

1 118 10

LEGEND:

EXISTING MEMBRANE SYSTEM.

NEW TRAFFIC MEMBRANE SYSTEM

EXISTING EXPANSION JOINT

EXISTING CONSTRUCTION JOINT

PARKING NUMBER (LEVEL AND ROW)E-23

DRAWING NOTES:

A. REFER TO SHEET 002 FOR GENERAL NOTES.

B. KEY NOTES LISTED BELOW APPLY TO ALL PLAN DRAWINGS. ALL NOTES MAY NOT NECESSARILY APPEAR ON EACH DRAWING.

C. ALL DIMENSIONS INDICATED ON DRAWINGS ARE FOR REFERENCE ONLY. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING

FIELD CONDITIONS PRIOR TO WORK.

D. ALL SCOPES OF WORK ARE INTENDED TO BE LUMP SUM ITEMS UNLESS NOTED OTHERWISE AS A UNIT PRICE REPAIR OR TIME AND

MATERIAL REPAIR.

E. UNLESS NOTED OTHERWISE, THE LOCATION OR CALL OUT FOR OVERHEAD WORK IS REFERENCED FROM THE LEVEL BELOW.

F. FOR ALL KEY NOTES WITH A REFERENCE TO UNIT PRICE WORK, CONTRACTOR TO SURVEY EACH PHASE OF WORK AS PART OF GENERAL CONDITIONS AND REPORT QUANTITIES AND LOCATIONS TO OWNER AND ENGINEER, THEN PERFORM UNIT PRICE WORK

WHERE APPROVED.

G. CONTRACTOR IS RESPONSIBLE FOR THE PRESERVATION OF EXISTING SITE. AREAS DAMAGED DURING WORK ARE TO BE REPLACED

PER OWNER'S DISCRETION AT THE CONTRACTOR'S EXPENSE.

H. DO NOT BLOCK ENTRANCES/EGRESS, ADA ROUTES, LOADING DOCKS, ETC. AND THEY ARE TO REMAIN OPERATIONAL AT ALL TIMES.

I. PROVIDE PROFESSIONAL SIGNAGE AND BARRICADES TO CLOSE AND PROTECT WORK AREAS AND ADJACENT AREAS INCLUDING AREAS BELOW. SIGNAGE SHALL INCLUDE DIRECTIONS TO ROUTE PEOPLE AROUND THE WORK AREA. REFER TO SPECIFICATION

SECTION 015600.

J. PRIOR TO PERFORMING WORK, LOCATE ALL DRAINS, REVIEW CONDITIONS, AND PROTECT DRAINS DURING REPAIRS. DRAINS TO

REMAIN OPERATIONAL THROUGHOUT DURATION OF PROJECT.

K. ALL NOISE PRODUCING WORK SHALL BE COORDINATED WITH THE OWNER, TENANTS, AND NOISE ORDINANCES. LOUD WORK IS TO

BE SCHEDULED SO AS TO NOT DISRUPT OWNER OR ADJACENT PROPERTY FUNCTIONS.

L. PROVIDE DUST AND DEBRIS CONTROL MEASURES TO ENSURE ALL DUST AND DEBRIS GENERATED BY WORK REMAINS WITHIN WORK AREA, DOES NOT BECOME AIRBORNE, AND DOES NOT POSE HAZARDOUS OR OBJECTIONABLE CONDITIONS FOR PATRONS AND

GENERAL PUBLIC. REFER TO SPECIFICATION SECTION 015600.

M. CONTRACTOR SHALL PROVIDE ACCESS TO WORK AREAS FOR OWNER AND THEIR REPRESENTATIVES TO INSPECT QUALITY OF WORK, PROGRESS, AND FIELD CONDITIONS. ACCESS AND NECESSARY EQUIPMENT, ALONG WITH AN OPERATOR, TO BE PROVIDED

DURING NORMAL WORKING HOURS.

N. SUPPORTED LEVELS OF GARAGE ARE CONSTRUCTED OF CAST-IN-PLACE POST-TENSIONED STEEL CABLED BEAMS AND SLAB. PRIOR TO PERFORMING CONCRETE REPAIRS, DRILLING, EXCAVATIONS, ETC., CONTRACTOR TO USE PACHOMETER OR OTHER SIMILAR DEVICE ON DRAWING METHOD TO ASCERTAIN LOCATION OF POST-TENSIONED STEEL CABLES. DO NOT EXCAVATE AROUND OR

DAMAGE TENDONS.

O. ALL PHASING AND PROPOSED WORK AREAS ARE TO BE REVIEWED AND APPROVED IN ADVANCE BY THE OWNER AND ENGINEER.

P. CONTRACTOR MUST NOTIFY THE OWNER WITHIN 72 HOURS OF CHANGES TO THE SCHEDULE.

Q. REFER TO CVG GENERAL AND SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS. THESE ADDITIONAL REQUIREMENTS INCLUDE THAT THE CONTRACTOR IS RESPONSIBLE FOR CAPTURING PARKING SPACES IN THE GARAGE TO PERFORM ALL WORK.

R. A PARKING SPACE WIRELESS VEHICLE DETECTION SENSOR EXISTS IN EACH PARKING SPACE. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING SENSORS FROM DAMAGE FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE TEMPORARY COVERS OVER SENSORS AT EACH PARKING SPACE WITHIN WORK ARES SO THE SENSOR WILL REGISTER THE PARKING SPACE IN

THE COMPUTER SYSTEM AS BEING FULL.

T3 EAST GARAGE KEY NOTES (102T3E, 103T3E, 104T3E, 105T3E):

1. UNIT PRICE: SURVEY THE SLAB FOR PT CONCRETE SLAB DETERIORATION AND PERFORM CONCRETE PT SLAB AND OVERHEAD

REPAIRS. REFER TO DETAILS 1/401 AND 10/401.

2. UNIT PRICE: SURVEY THE WALLS AND COLUMNS FOR CONCRETE DETERIORATION AND PERFORM VERTICAL SURFACE REPAIR. REFER

TO DETAIL 4/401.

3. UNIT PRICE: SURVEY THE SLABS FOR RANDOM CRACKS AND PERFORM CRACK SEALANT REPAIR. REFER TO DETAIL 2/501.

4. PHASING REQUIREMENTS PERMITS CLOSURE OF ONE STAIR TOWER AT A TIME IN T3E, T3C, AND T3W GARAGES.

5. EXISTING T3E NORTHEAST STAIR TOWER. REMOVE AND REPLACE ROOF SYSTEM REFER TO ENLARGE PLAN DETAIL 4/201.

6. EXISTING T3E SOUTHEAST STAIR TOWER. REMOVE AND REPLACE ROOF SYSTEM REFER TO ENLARGE PLAN DETAIL 4/201.

7. PREPARE CONCRETE SLAB AND INSTALL CASE A BONDED SLOPE OVERLAY ALONG THE EXPANSION JOINT. REFER TO DETAIL 2/401.

8. UNIT PRICE: SURVEY RAISED EXPANSION JOINTS FOR STEEP CONCRETE SLOPES. CONFIRM LOCATIONS WITH ENGINEER, PREPARE CONCRETE SLAB AND INSTALL CASE B BONDED SLOPE OVERLAY ALONG THE EXPANSION JOINT. REFER TO DETAIL 3/401.

9. REMOVE EXISTING DAMAGED WINGED EXPANSION JOINT, PREPARE CONCRETE, AND INSTALL NEW WINGED EXPANSION JOINT. REFER

TO DETAIL 18/502.

10. ALTERNATE NO.2 - UNIT PRICE: SURVEY THE FLOOR SLAB EXPANSION JOINTS AND PERFORM WING COMPRESSION SEAL REPLACEMENT. REFER TO DETAILS 11/502 OR 18/502. CONTRACTOR SHALL ASSUME REPLACEMENT IN 30'-0" SECTION TO MAINTAIN CONTINUOUS VEHICULAR FLOW THROUGH PARKING STALLS. CONTRACTOR RESPONSIBLE FOR CLOSURE OF PARKING STALLS.

11. ALTERNATE NO.2 - UNIT PRICE: SURVEY RAISED EXPANSION JOINTS FOR STEEP CONCRETE SLOPES. CONFIRM LOCATIONS WITH ENGINEER, PREPARE CONCRETE SLAB AND INSTALL CASE B BONDED SLOPE OVERLAY ALONG THE EXPANSION JOINT. REFER TO

DETAIL 3/401.

This document is the product and property of THP Limited. Neither the document nor the information it contains may be copied or reused for other than the specific project for which it was prepared without the written consent of THP Limited.

SEAL:

Terminal 2 & 3 Garage

Rehabilitation

Phase 3

DRAWING NUMBER:

DATE:

DRAWING TITLE:

TECHNICIAN:

PROJECT MANAGER:

PRINCIPAL:

G.O. Donahue

A.M. Mette

ENGINEER OF RECORD:

A.M. Mette

A.R. Harvey

24253.00 SEPT. 2025

JOB NUMBER:

513.241.3222 THPLTD.com

THP Limited 221 East Fourth Street, Suite 1150 Cincinnati, Ohio 45202

DRAW,NG

PREL,M,NARY

CONSTRUCT,ON

BE USED FOR

NOT TO

05.16.2025

ISSUES/REVISIONS:

1 09.22.2025 ISSUE FOR BID

TERMINAL 2

PARKING GARAGE

TERMINAL 3 - CENTRAL