7-PARC Package B Drawings.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:

Parking Authority of River City

FY26

Garage Repair

Package B

.31 .20

OW

NE

R

RE

VI

EW

/B

ID

S

ET

DRAWING NUMBER:

DATE:

DRAWING TITLE:

TECHNICIAN:

PROJECT MANAGER:

PRINCIPAL:

IS

SU

ES

/R

EV

IS

IO

NS

G.O. Donahue

A.M. Mette

ENGINEER OF RECORD:

A.M. Mette

A.R. Harvey

25171.00 AUG. 2025

JOB NUMBER:

513.241.3222 THPLTD.com

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

VICINITY MAP LEGEND,

DRAWING INDEX, AND

VICINITY MAP

Parking Authority of River City FY26 Garage Repair Package B

Louisville, KY 40202

PREPARED BY:

VICINITY MAP LEGEND:

1 1ST & MAIN STREET GARAGE - 100 EAST MAIN STREET

2 5TH STREET GARAGE - 630 SOUTH 4TH STREET

3 8TH & MAIN GARAGE - 120 SOUTH 8TH STREET

4 ARENA GARAGE - ONE ARENA PLAZA

5 BROWN GARAGE - 658 SOUTH 3RD STREET

6 GLASSWORKS GARAGE - 838 WEST MARKET STREET

7 JEFFERSON CENTRE GARAGE - 115 WEST JEFFERSON STREET

8 OMNI GARAGE - 419 SOUTH 3RD STREET

9 RIVERFRONT GARAGE - 141 NORTH 6TH STREET

10 SEELBACH GARAGE - 523 SOUTH 5TH STREET

DRAWING INDEX:

001 VICINITY MAP LEGEND, DRAWING INDEX, AND VICINITY MAP

002 PHASING AND GENERAL NOTES

100 1ST & MAIN GARAGE - TYPICAL LEVEL PLAN

102 1ST & MAIN GARAGE - LEVEL 2 PLAN

110 5ST STREET GARAGE - TYPICAL LEVEL PLAN

120 8TH & MAIN GARAGE - TYPICAL LEVEL PLAN

131 ARENA GARAGE - LEVEL 1 (LOWER) PLAN

132 ARENA GARAGE - LEVEL 2 PLAN

133 ARENA GARAGE - LEVEL 3 PLAN

140 BROWN HOTEL GARAGE - TYPICAL LEVEL PLAN

150 GLASSWORK GARAGE - TYPICAL LEVEL PLAN

160 JEFFERSON CENTRE GARAGE - TYPICAL LEVEL PLAN

170 OMNI GARAGE - TYPICAL LEVEL PLAN

180 RIVERFRONT GARAGE - TYPICAL LEVEL PLAN

190 SEELBACH GARAGE - TYPICAL LEVEL PLAN

200 1ST & MAIN GARAGE - NORTH ELEVATION

201 1ST & MAIN GARAGE - WEST ELEVATION

202 1ST & MAIN GARAGE - SOUTH ELEVATION

203 1ST & MAIN GARAGE - EAST ELEVATION

301 PHOTO DETAILS

302 PHOTO DETAILS

401 5TH STREET GARAGE FACADE PHOTO DETAILS

501 CONCRETE & STEEL DETAILS

502 CONCRETE & STEEL DETAILS

601 MASONRY DETAILS

701 SEALANT & EXPANSION JOINT DETAILS

702 SEALANT & EXPANSION JOINT DETAILS

801 MEMBRANE DETAILS

VICINITY MAP:

NORTH

513.241.3222 THPLTD.com

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

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:

Parking Authority of River City

FY26

Garage Repair

Package B

.31 .20

OW

NE

R

RE

VI

EW

/B

ID

S

ET

DRAWING NUMBER:

DATE:

DRAWING TITLE:

TECHNICIAN:

PROJECT MANAGER:

PRINCIPAL:

IS

SU

ES

/R

EV

IS

IO

NS

G.O. Donahue

A.M. Mette

ENGINEER OF RECORD:

A.M. Mette

A.R. Harvey

25171.00 AUG. 2025

JOB NUMBER:

513.241.3222 THPLTD.com

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

PHASING AND GENERAL

NOTES

A. CODES AND SPECIFICATIONS

1. 2018 KENTUCKY BUILDING CODE, FOURTH EDITION, FEBRUARY 2024. AS ADOPTED BY DEPARTMENT OF HOUSING, BUILDING, AND CONSTRUCTION.

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

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

DOCUMENTS.

4. SEPARATE BOUND PROJECT MANUAL DATED AUGUST, 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.

5. ALL WORK SHALL CONFORM TO ALL LOCAL AND OSHA REQUIREMENTS. CONTRACTOR SHALL OBTAIN ALL NECESSARY

PERMITS.

B. DESIGN LOADS

1. FLOOR LOAD:

a. TYPICAL FLOOR LIVE LOAD: 40 PSF, 3,000 LBS CONCENTRATED

2. SNOW LOAD:

a. GROUND SNOW LOAD: Pg = 15 PSF

b. SNOW EXPOSURE FACTOR: Ce = 1.0

c. THERMAL FACTOR: Ct = 1.2

d. SNOW LOAD IMPORTANCE FACTOR: Is = 1.0

e. FLAT ROOF SNOW LOAD: Pf = 13 PSF

3. WIND LOAD:

a. DESIGN WIND SPEED (3-SECOND GUST): Vult = 115 MPH

b. RISK CATEGORY: II

c. WIND EXPOSURE: B

d. INTERNAL PRESSURE COEFFICIENT: ENCLOSED BUILDING, GCpi = +/- 0.18.

NO CHANGE IN MAIN STRUCTURAL FRAME.

4. NO CHANGE IN MAIN STRUCTURAL FRAME. ALTERNATION DID NOT RESULT IN 10% INCREASE IN EXISTING LATERAL LOAD-CARRYING STRUCTURAL ELEMENTS PER SECTION 403 OF THE INTERNATIONAL EXISTING BUILDING CODE.

C. 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. 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.

3. 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.

4. 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 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 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. ENGINEER'S REVIEW SHALL BE FOR GENERAL ARRANGEMENT AND CONFORMANCE WITH STRUCTURAL INTENT

ONLY.

5. SPECIFICATIONS AND DRAWINGS TYPICALLY REFER TO FINISHED STRUCTURE. UNLESS NOTED OTHERWISE, THEY DO

NOT PRESCRIBE METHOD OF CONSTRUCTION.

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

FUNCTIONING AS DESIGNED UNIT.

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

PROJECT.

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

FOR COMPLETION OF WORK.

9. 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.

10. ALL DETAILS, SECTIONS, AND NOTES ON DRAWINGS ARE INTENDED TO BE TYPICAL FOR SIMILAR SITUATIONS

ELSEWHERE, UNLESS NOTED OTHERWISE.

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

OTHERWISE DIMENSIONED OR DETAILED.

12. ANY ADJACENT EXISTING FINISHES AND/OR EQUIPMENT DAMAGED DURING DEMOLITION OR CONSTRUCTION WORK

SHALL BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE.

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

14. CONTRACTOR SHALL FURNISH OWNER AND ENGINEER ACCESS TO ALL WORK AREAS DURING NORMAL WORKING

HOURS.

15. CONTRACTOR SHALL DISPOSE OF ALL DEBRIS OFF SITE IN LAWFUL MANNER.

16. 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.

D. 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. OWNER HAS (7) DAYS TO REVIEW WORK AREA AND REPORT ANY DAMAGE CAUSED BY CONTRACTOR. DAMAGE CAUSED BY WORK OR LACK OF PROPER PROTECTION IS TO BE

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

3. STRUCTURE EGRESS AND LOADING DOCKS 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 ALL 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.

E. 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 OPENINGS REQUIREMENTS:

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

b. PRIOR TO 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 INCLUDES 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 COURSE OF WORK TO BE REPAIRED PER

OWNER'S DIRECTION AT CONTRACTORS EXPENSE.

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

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

AND/OR INTO STRUCTURE INTERIOR.

h. ALL INTERIOR WORK OR ACCESS NEEDS TO BE COORDINATED AT LEAST (72) HOURS' IN ADVANCE WITH OWNER

PRIOR TO BEGINNING WORK.

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.

F. 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 ENGINEER SHALL NOT INCLUDE INSPECTION OF ABOVE ITEMS.

3. DUTY OF 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.

G. 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 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 ENGINEER.

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

H. REINFORCING STEEL

1. REFER TO PROJECT SPECIFICATIONS FOR APPROPRIATE MATERIALS AND PROCEDURES.

2. ALL REINFORCING BARS: 60 KSI YIELD

3. 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.

I. STRUCTURAL STEEL AND MISCELLANEOUS METALS

1. MATERIAL:

a. OTHER ROLLED SHAPES, PLATES, AND BARS: ASTM A36 (Fy 36 KSI)

b. ANCHOR RODS: ASTM F1554 (Fy 36 KSI), UNLESS NOTED OTHERWISE

2. ALL WELDING MATERIALS, WELDING PROCEDURES, AND OPERATORS PERFORMING WELDING TO BE QUALIFIED PER

AWS D1.1.

3. ALL STEEL SHALL BE HOT DIP GALVANIZED.

J. POST-INSTALLED ANCHORS AND ADHESIVE ANCHORING TO CONCRETE

1. POST-INSTALLED ANCHORS AND ADHESIVE ANCHORING SYSTEMS MUST BE TESTED AND APPROVED USING ICC EVALUATION SERVICE ACCEPTANCE CRITERIA, INCLUDING ICC-ES AC193: "MECHANICAL ANCHORS IN CONCRETE ELEMENTS" OR ICC-ES AC308: "POST-INSTALLED ADHESIVE ANCHORS IN CONCRETE ELEMENTS". CONCRETE SHALL BE CONSIDERED CRACKED. SUBMIT MANUFACTURER'S DATA AND EVALUATION REPORT (ESR) FOR PROPOSED ANCHORS, ADHESIVES, AND ANCHORING SYSTEMS. INDICATE SPECIFIC PROJECT LOCATIONS AND CONDITIONS WHERE

PROPOSED FOR USE.

2. MECHANICAL ANCHORS BASIS OF DESIGN:

a. HILTI KWIK BOLT TZ EXPANSION ANCHORS

3. ADHESIVE ANCHORING OF RODS AND REBAR TO CONCRETE BASIS OF DESIGN:

a. HILTI HIT-HY 200 HYBRID ADHESIVE ANCHORING SYSTEM

4. ADHESIVE ANCHORING OF RODS AND REBAR TO MASONRY BASIS OF DESIGN:

a. HILTI HIT-HY 270 WITH SCREEN TUBES

5. ADHESIVE ANCHORING SHALL NOT BE USED IN OVERHEAD OR UPWARD CONDITIONS. USE HYBRID ADHESIVE WITH

ESR FOR HORIZONTAL CONDITIONS.

6. HOT DIP GALVANIZED OR STAINLESS STEEL ANCHORS, RODS, AND HARDWARE FOR EXTERIOR APPLICATIONS, UNLESS

NOTED OTHERWISE.

7. HOLES INTO CONCRETE MUST NOT INTERFERE WITH REINFORCING BARS OR POST-TENSIONED CABLES.

CONTRACTOR TO USE FERRO-SCAN OR OTHER MEANS TO LOCATE REINFORCING BARS OR POST-TENSIONED CABLES IN AREA. SPACE HOLES TO FIT AROUND REINFORCING BARS OR POST-TENSIONED CABLES, SET ANCHORS WITH

TEMPLATE, AND FABRICATE FIXTURE TO MATCH.

8. HOLES IN CONCRETE SHALL BE PROPER SIZE AND THOROUGHLY CLEANED WITH ALL DUST REMOVED. DRILL HOLES USING HOLLOW BIT AND FUNCTIONING VACUUM SYSTEM, THEN BRUSH AND BLOW OUT REPEATEDLY WITH CLEAN, OIL

FREE, AND DRY, HIGH PRESSURE COMPRESSED AIR.

9. INSTALL INTO DRY CONCRETE IN CLEAN, DUST FREE HOLES USING METHOD AND PROCEDURE THAT MEETS MANUFACTURER'S RECOMMENDATIONS INCLUDING TEMPERATURE RANGE, HUMIDITY, INSTALLATION TIME, AND CURE

TIME. FOLLOW MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS.

10. PROVIDE STANDARD SIZE HOLES IN FASTENED STEEL ELEMENT (1/16" LARGER THAN ROD DIAMETER) TO MATCH

TEMPLATE OF INSTALLED ANCHORS. DO NOT OVERSIZE HOLES.

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

CONTRACTOR IN PROJECT SPECIFICATIONS.

3. ENGINEER MAY GENERALLY OBSERVE PROGRESS OF WORK, BUT THESE OBSERVATIONS SHALL NOT BE CONSTRUED

AS INSPECTION.

GENERAL NOTES:PHASING NOTES:

CONTRACTOR MAY CLOSE THE FOLLOWING NUMBER OF PARKING SPACES AT A TIME TO COMPLETE THE REPAIRS:

A. 1ST & MAIN STREET GARAGE:

1. FOR CONCRETE WORK, CONTRACTOR CAN CLOSE 75 SPACES. OWNER RESERVES THE RIGHT TO NOTIFY CONTRACTOR TWO WEEKS IN

ADVANCE OF MAJOR EVENTS WHICH WILL REQUIRE THE CONTRACTOR TO REDUCE TO 40 SPACES DURING THE WEEK THROUGH THE

DURATION OF THE EVENT.

2. THE MEMBRANE SHALL BE INSTALLED IN MULTIPLE PHASES. CONTRACTOR MUST MAINTAIN 2-WAY TRAFFIC CIRCULATION IN THE

GARAGE TO UPPER LEVELS DURING MEMBRANE INSTALLATION.

3. MEMBRANE CLOSURES TO BE APPROVED BY OWNER 4 WEEKS PRIOR TO CLOSURE.

4. CONTRACTOR RESPONSIBLE TO OBTAIN AND PAY FOR ALL ALLEY AND STREET CLOSURE PERMITS AND ADJACENT PARKING LOT

SPACES AS NEEDED.

B. 5TH STREET:

1. BARRIER CABLE REPAIRS NEED TO BE PERFORMED AS NIGHT WORK FOLLOWING LOUISVILLE NOISE ORDINANCE REQUIREMENTS.

2. CONTRACTOR RESPONSIBLE TO OBTAIN AND PAY FOR ALL ALLEY AND STREET CLOSURE PERMITS AND ADJACENT PARKING LOT

SPACES AS NEEDED.

C. 8TH & MAIN STREET GARAGE:

1. WORK IS TO BE PERFORMED AS NIGHT WORK FOLLOWING LOUISVILLE NOISE ORDINANCE REQUIREMENTS.

D. ARENA GARAGE:

1. NO WORK CAN BE PERFORMED PRIOR TO MAY 18, 2026.

2. BEGINNING MAY 18, 2026: CONTRACTOR CAN CLOSE UP TO 250 PARKING SPACES AT A TIME.

3. CONTRACTOR MUST MAINTAIN 2-WAY TRAFFIC CIRCULATION THROUGHOUT THE GARAGE AT ALL TIMES.

E. BROWN GARAGE:

1. CONTRACTOR CAN CLOSE 40 SPACES. OWNER RESERVES THE RIGHT TO NOTIFY CONTRACTOR TWO WEEKS IN ADVANCE OF MAJOR

EVENTS WHICH WILL REQUIRE THE CONTRACTOR TO REDUCE TO 20 SPACES THROUGH THE DURATION OF THE EVENT.

2. CONTRACTOR MUST MAINTAIN 2-WAY TRAFFIC CIRCULATION THROUGHOUT THE GARAGE AT ALL TIMES.

F. GLASSWORK GARAGE:

1. CONTRACTOR CAN CLOSE 40 SPACES. OWNER RESERVES THE RIGHT TO NOTIFY CONTRACTOR TWO WEEKS IN ADVANCE OF MAJOR

EVENTS WHICH WILL REQUIRE THE CONTRACTOR TO REDUCE TO 20 SPACES THROUGH THE DURATION OF THE EVENT.

2. CONTRACTOR MUST MAINTAIN 2-WAY TRAFFIC CIRCULATION THROUGHOUT THE GARAGE AT ALL TIMES.

G. JEFFERSON CENTRE GARAGE:

1. CONTRACTOR CAN CLOSE 40 SPACES. OWNER RESERVES THE RIGHT TO NOTIFY CONTRACTOR TWO WEEKS IN ADVANCE OF MAJOR

EVENTS WHICH WILL REQUIRE THE CONTRACTOR TO REDUCE TO 20 SPACES DURING THE WEEK THROUGH THE DURATION OF THE

EVENT.

2. CONTRACTOR MUST MAINTAIN 2-WAY TRAFFIC CIRCULATION THROUGHOUT THE GARAGE AT ALL TIMES.

H. OMNI GARAGE:

1. CONTRACTOR CAN CLOSE 40 SPACES. OWNER RESERVES THE RIGHT TO NOTIFY CONTRACTOR TWO WEEKS IN ADVANCE OF MAJOR

EVENTS WHICH WILL REQUIRE THE CONTRACTOR TO REDUCE TO 20 SPACES DURING THE WEEK THROUGH THE DURATION OF THE

EVENT.

2. CONTRACTOR NEEDS TO COORDINATE 3 WEEK NOTICE WITH OWNER PRIOR TO CLOSING ANY RESERVED OR VALET PARKING.

3. CONTRACTOR MUST MAINTAIN 2-WAY TRAFFIC CIRCULATION THROUGHOUT THE GARAGE AT ALL TIMES.

I. RIVERFRONT GARAGE:

1. CONTRACTOR CAN CLOSE 200 SPACES. OWNER RESERVES THE RIGHT TO NOTIFY CONTRACTOR TWO WEEKS IN ADVANCE OF MAJOR

EVENTS WHICH WILL REQUIRE THE CONTRACTOR TO REDUCE TO 75 SPACES DURING THE WEEK THROUGH THE DURATION OF THE

EVENT.

2. CONTRACTOR MUST MAINTAIN 2-WAY TRAFFIC CIRCULATION THROUGHOUT THE GARAGE AT ALL TIMES.

J. SEELBACH GARAGE:

1. CONTRACTOR CAN CLOSE 40 SPACES. OWNER RESERVES THE RIGHT TO NOTIFY CONTRACTOR TWO WEEKS IN ADVANCE OF MAJOR

EVENTS WHICH WILL REQUIRE THE CONTRACTOR TO REDUCE TO 20 SPACES DURING THE WEEK THROUGH THE DURATION OF THE

EVENT.

2. CONTRACTOR NEEDS TO COORDINATE 3 WEEK NOTICE WITH OWNER PRIOR TO CLOSING ANY RESERVED OR VALET PARKING.

3. CONTRACTOR MUST MAINTAIN 2-WAY TRAFFIC CIRCULATION THROUGHOUT THE GARAGE AT ALL TIMES.

4. CONTRACTOR WILL NEED TO COORDINATE WITH THE OWNER ON THE BEST TIME TO PERFORM CONCRETE AND MEMBRANE REPAIRS AT

THE HOTEL LOADING AREA.

K. ADDITIONAL GENERAL REQUIREMENTS FOR ALL GARAGES:

1. CONTRACTOR IS RESPONSIBLE FOR POSTING SIGNS AND GIVING AMPLE NOTICE OF UPCOMING CLOSURES FOR PATRONS TO VACATE

PARKING SPACES.

2. CONTRACTOR IS TO CAPTURE AND CLOSE PARKING SPACES AS THEY BECOME AVAILABLE TO SECURE WORK AREAS.

TYPICAL LEVEL PLAN1

100 3/32" = 1'-0"

1ST & MAIN GARAGE

FOR LEVELS 1, 3 -7

REFER TO DRAWING 1/102 FOR LEVEL 2 WORK

NORTH

1ST & MAIN GARAGE KEY NOTES (100 TO 102):

1. PERFORM NORTH ELEVATION REPAIRS PER DRAWING 200.

2. PERFORM WEST ELEVATION REPAIRS PER DRAWING 201.

3. PERFORM SOUTH ELEVATION REPAIRS PER DRAWING 202.

4. PERFORM EAST ELEVATION REPAIRS PER DRAWING 203.

5. EXISTING FLAGPOLE TO BE COMPLETED REMOVED. REFER TO PHOTO DETAIL 1/301.

6. AT ALL EXISTING VERTICAL DRAINPIPE PENETRATIONS THROUGH THE SLAB, PERFORM REPAIRS PER

PHOTO DETAIL 2/301.

7. UNIT PRICE: CONTRACTOR TO SURVEY STAIR TOWER FOR CONCRETE FLOOR DETERIORATION. CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM SHALLOW CONCRETE FLOOR REPAIRS PER

DETAIL 1/501.

8. UNIT PRICE: CONTRACTOR TO SURVEY GARAGE PT SLAB FOR CONCRETE DETERIORATION. CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM CONCRETE PT SLAB REPAIR PER DETAIL 2/501.

9. UNIT PRICE: CONTRACTOR TO SURVEY COLUMNS AND WALLS FOR CONCRETE DETERIORATION. CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM VERTICAL SURFACE REPAIR PER DETAIL 3/501.

10. UNIT PRICE: CONTRACTOR TO SURVEY THE UNDERSIDE OF SLABS AND STAIRS FOR CONCRETE DETERIORATION. CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM OVERHEAD PT

SLAB REPAIR PER DETAIL 4/501.

11. WITHIN SHADED AREA, COMPLETELY REMOVE THE EXISTING MEMBRANE AND INSTALL A HEAVY-DUTY EPOXY WATERPROOFING MEMBRANE. NEW MEMBRANE TO INCLUDE TURN UPS AT ALL WALLS, COLUMNS, AND VERTICAL SURFACES. REFER TO MEMBRANE DETAILS ON DRAWING 801.

12. CENTERED AT EACH CONSTRUCTION JOINT, INSTALL A 5'-0” WIDE HEAVY-DUTY EPOXY WATERPROOFING

MEMBRANE. NEW MEMBRANE TO INCLUDE TURN UPS AT ALL WALLS, COLUMNS, AND VERTICAL

SURFACES. REFER TO MEMBRANE DETAILS ON DRAWING 801.

13. AS PART OF MEMBRANE WORK, EXTEND MEMBRANE AROUND A 2'-0" OFFSET AROUND COLUMN. REFER TO MEMBRANE DETAILS ON DRAWING 801. AT THE PERIMETER OF THE COLUMN EXTEND MEMBRANE UP THE

VERTICAL FACE PER DETAIL 4/801.

14. AS PART OF MEMBRANE WORK, REMOVE AND REPLACE CONSTRUCTION JOINT SEALANT. REFER TO

DETAIL 3/701.

15. UNIT PRICE: PRIOR TO NEW MEMBRANE INSTALLATION, CONTRACTOR TO SURVEY BARE CONCRETE SLAB FOR RANDOM CRACKS. CONFIRM REPAIR LOCATIONS WITH ENGINEER. AS A UNIT PRICE REPAIR, PERFORM RANDOM CRACK REPAIR. REFER TO DETAIL 1/701.

16. AS PART OF MEMBRANE INSTALLATION, REPLACE ALL COVE SEALANT AT ALL WALLS, COLUMNS, AND

VERTICAL SURFACES. REFER TO DETAIL 2/701.

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

SPECIFICATION SECTION 321723.

1 1.2 2 3 4 5 6 7 8 9 9.4 10

201'-0"±

21'-8"± 22'-4"± 22'-4"±22'-4"± 22'-4"±22'-4"±22'-4"± 22'-4"±8"± 8'-9"± 13'-7"±

1 1.1 2 3 4 5 6 7 8 9 10

201'-0"±

19'-2"± 22'-4"± 22'-4"±22'-4"± 22'-4"±22'-4"±22'-4"± 22'-4"±1'-2"± 22'-4"±

1.9

2'-0"±

A

B

C

C.6

C.7

C.8

D

6'-

0"

'-1

9'-

3"

2'- 0"

'-8

'-0

'-0

A

B

C

D

6'-

0"

'-0

'-0

'-6

A.2

9'- 6"

LEGEND:

EXISTING CONSTRUCTION JOINT

EXISTING EXPANSION JOINT

EXISTING PAVEMENT MARKING

EXISTING MEMBRANE

NEW MEMBRANE

RAMP UPRAMP DOWN

1097ALL LEVELS

5 LEVEL 7

7 9 10 ALL LEVELS

8 9 10 ALL LEVELS

12 14 15 16 17 LEVELS 3 - 6

13 LEVELS 3 - 6

6LEVELS 1, 3 - 7

SIMILAR

6LEVELS 1, 3 - 6

6LEVELS 3 - 6

6LEVELS 3 - 6

6LEVELS 3 - 6 6LEVELS 3 - 6

6 LEVELS 3 - 6

6LEVELS 3 - 7

SIMILAR

6 LEVELS 1, 3 - 6

DRAWING NOTES:

A. REFER TO SHEET 002 FOR PHASING AND GENERAL NOTES.

B. KEY NOTES LISTED BELOW APPLY TO DRAWINGS LISTED. 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. PRIOR TO BEGINNING WORK, SURVEY AND DOCUMENT ALL RELEVANT PAVEMENT MARKINGS IN EACH

WORK AREA. UPON COMPLETION OF REPAIRS, RENEW ALL PAVEMENT MARKINGS DAMAGED,

REMOVED, OR OTHERWISE AFFECTED BY WORK. NEW MARKINGS TO BE PLACED IN ORIGINAL

CONDITION. REFER TO SPECIFICATION SECTION 321723.

O. SUPPORTED LEVELS OF GARAGE ARE CONSTRUCTED OF CAST-IN-PLACE POST-TENSIONED (PT) CABLES AND STEEL REBAR AS PRIMARY REINFORCING IN SLABS AND BEAMS. PRIOR TO PERFORMING CONCRETE REPAIRS, DRILLING, EXCAVATIONS, ETC., CONTRACTOR TO LOCATE ALL PT CABLES AND

REBAR. DO NOT DAMAGE.

P. GARAGE LIGHTING CONDUIT IS EMBEDDED IN THE SLAB. PERFORM ALL REPAIRS IN A MANNER NOT

TO DAMAGE EMBEDDED LIGHTING CONDUIT.

8LEVEL 3

KNOWN LOCATION

8 LEVEL 3

KNOWN LOCATION

8 LEVEL 4

KNOWN LOCATION

8 LEVEL 4

KNOWN LOCATION

7LEVEL 4

KNOWN LOCATION

6LEVELS 1, 3 - 7

7 LEVEL 3

KNOWN LOCATION

13 LEVELS 3 - 6

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:

Parking Authority of River City

FY26

Garage Repair

Package B

.31 .20

OW

NE

R

RE

VI

EW

/B

ID

S

ET

DRAWING NUMBER:

DATE:

DRAWING TITLE:

TECHNICIAN:

PROJECT MANAGER:

PRINCIPAL:

IS

SU

ES

/R

EV

IS

IO

NS

G.O. Donahue

A.M. Mette

ENGINEER OF RECORD:

A.M. Mette

A.R. Harvey

25171.00 AUG. 2025

JOB NUMBER:

513.241.3222 THPLTD.com

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

1ST & MAIN GARAGE

TYPICAL LEVEL PLAN

LEVEL 2 PLAN1

102 3/32" = 1'-0"

1ST & MAIN GARAGE

NORTH

1 1.2 2 3 4 5 6 7 8 9 9.4 10

201'-0"±

21'-8"± 22'-4"± 22'-4"±22'-4"± 22'-4"±22'-4"±22'-4"± 22'-4"±8"± 8'-9"± 13'-7"±

1 1.1 2 3 4 5 6 7 8 9 10

201'-0"±

19'-2"± 22'-4"± 22'-4"±22'-4"± 22'-4"±22'-4"±22'-4"± 22'-4"±1'-2"± 22'-4"±

1.9

2'-0"±

A

B

C

C.6

C.7

C.8

D

6'-

0"

'-1

9'-

3"

2'- 0"

'-8

'-0

'-0

A

B

C

D

6'-

0"

'-0

'-0

'-6

A.2

9'- 6"

RAMP UPRAMP DOWN

7 9 10

11 14 15 16 17

8 9 10

12 14 15 16 17

6 6

KNOWN LOCATION

1ST & MAIN GARAGE KEY NOTES (100 TO 102):

1. PERFORM NORTH ELEVATION REPAIRS PER DRAWING 200.

2. PERFORM WEST ELEVATION REPAIRS PER DRAWING 201.

3. PERFORM SOUTH ELEVATION REPAIRS PER DRAWING 202.

4. PERFORM EAST ELEVATION REPAIRS PER DRAWING 203.

5. EXISTING FLAGPOLE TO BE COMPLETED REMOVED. REFER TO PHOTO DETAIL 1/301.

6. AT ALL EXISTING VERTICAL DRAINPIPE PENETRATIONS THROUGH THE SLAB, PERFORM REPAIRS PER

PHOTO DETAIL 2/301.

7. UNIT PRICE: CONTRACTOR TO SURVEY STAIR TOWER FOR CONCRETE FLOOR DETERIORATION. CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM SHALLOW CONCRETE FLOOR REPAIRS PER

DETAIL 1/501.

8. UNIT PRICE: CONTRACTOR TO SURVEY GARAGE PT SLAB FOR CONCRETE DETERIORATION. CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM CONCRETE PT SLAB REPAIR PER DETAIL 2/501.

9. UNIT PRICE: CONTRACTOR TO SURVEY COLUMNS AND WALLS FOR CONCRETE DETERIORATION. CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM VERTICAL SURFACE REPAIR PER DETAIL 3/501.

10. UNIT PRICE: CONTRACTOR TO SURVEY THE UNDERSIDE OF SLABS AND STAIRS FOR CONCRETE DETERIORATION. CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM OVERHEAD PT

SLAB REPAIR PER DETAIL 4/501.

11. WITHIN SHADED AREA, COMPLETELY REMOVE THE EXISTING MEMBRANE AND INSTALL A HEAVY-DUTY EPOXY WATERPROOFING MEMBRANE. NEW MEMBRANE TO INCLUDE TURN UPS AT ALL WALLS, COLUMNS, AND VERTICAL SURFACES. REFER TO MEMBRANE DETAILS ON DRAWING 801.

12. CENTERED AT EACH CONSTRUCTION JOINT, INSTALL A 5'-0” WIDE HEAVY-DUTY EPOXY WATERPROOFING

MEMBRANE. NEW MEMBRANE TO INCLUDE TURN UPS AT ALL WALLS, COLUMNS, AND VERTICAL

SURFACES. REFER TO MEMBRANE DETAILS ON DRAWING 801.

13. AS PART OF MEMBRANE WORK, EXTEND MEMBRANE AROUND A 2'-0" OFFSET AROUND COLUMN. REFER TO MEMBRANE DETAILS ON DRAWING 801. AT THE PERIMETER OF THE COLUMN EXTEND MEMBRANE UP THE

VERTICAL FACE PER DETAIL 4/801.

14. AS PART OF MEMBRANE WORK, REMOVE AND REPLACE CONSTRUCTION JOINT SEALANT. REFER TO

DETAIL 3/701.

15. UNIT PRICE: PRIOR TO NEW MEMBRANE INSTALLATION, CONTRACTOR TO SURVEY BARE CONCRETE SLAB FOR RANDOM CRACKS. CONFIRM REPAIR LOCATIONS WITH ENGINEER. AS A UNIT PRICE REPAIR, PERFORM RANDOM CRACK REPAIR. REFER TO DETAIL 1/701.

16. AS PART OF MEMBRANE INSTALLATION, REPLACE ALL COVE SEALANT AT ALL WALLS, COLUMNS, AND

VERTICAL SURFACES. REFER TO DETAIL 2/701.

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

SPECIFICATION SECTION 321723.

LEGEND:

EXISTING CONSTRUCTION JOINT

EXISTING EXPANSION JOINT

EXISTING PAVEMENT MARKING

EXISTING MEMBRANE

NEW MEMBRANE

DRAWING NOTES:

A. REFER TO SHEET 002 FOR PHASING AND GENERAL NOTES.

B. KEY NOTES LISTED BELOW APPLY TO DRAWINGS LISTED. 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. PRIOR TO BEGINNING WORK, SURVEY AND DOCUMENT ALL RELEVANT PAVEMENT MARKINGS IN EACH

WORK AREA. UPON COMPLETION OF REPAIRS, RENEW ALL PAVEMENT MARKINGS DAMAGED,

REMOVED, OR OTHERWISE AFFECTED BY WORK. NEW MARKINGS TO BE PLACED IN ORIGINAL

CONDITION. REFER TO SPECIFICATION SECTION 321723.

O. SUPPORTED LEVELS OF GARAGE ARE CONSTRUCTED OF CAST-IN-PLACE POST-TENSIONED (PT) CABLES AND STEEL REBAR AS PRIMARY REINFORCING IN SLABS AND BEAMS. PRIOR TO PERFORMING CONCRETE REPAIRS, DRILLING, EXCAVATIONS, ETC., CONTRACTOR TO LOCATE ALL PT CABLES AND

REBAR. DO NOT DAMAGE.

P. GARAGE LIGHTING CONDUIT IS EMBEDDED IN THE SLAB. PERFORM ALL REPAIRS IN A MANNER NOT

TO DAMAGE EMBEDDED LIGHTING CONDUIT.

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:

Parking Authority of River City

FY26

Garage Repair

Package B

.31 .20

OW

NE

R

RE

VI

EW

/B

ID

S

ET

DRAWING NUMBER:

DATE:

DRAWING TITLE:

TECHNICIAN:

PROJECT MANAGER:

PRINCIPAL:

IS

SU

ES

/R

EV

IS

IO

NS

G.O. Donahue

A.M. Mette

ENGINEER OF RECORD:

A.M. Mette

A.R. Harvey

25171.00 AUG. 2025

JOB NUMBER:

513.241.3222 THPLTD.com

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

1ST & MAIN GARAGE

LEVEL 2 PLAN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

D

C

B

A

PLAN1

110 1/16"=1'-0"

5TH STREET PARKING - TYPICAL LEVELS

NORTH

283'-0"±

22'-0"± 20'-0"±20'-0"± 20'-0"± 20'-0"± 20'-0"±20'-0"±20'-0"± 21'-0"±20'-0"±20'-0"±20'-0"±20'-0"±20'-0"± 20'-0"± 20'-0"±

6'-

0"

'-6

'-9

'-9

RAMP DOWN RAMP UP

1LEVELS 3 AND 4

5TH STREET GARAGE KEY NOTES (110):

1. UNIT PRICE: CONTRACTOR TO SURVEY BARRIER CABLE SYSTEM FOR DETERIORATED OR LOOSE

CABLES. CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM BARRIER CABLE

REPLACEMENT PER DETAIL 5/501.

2. REFER TO PHOTO DETAILS ON DRAWING 401 FOR EXTERIOR REPAIRS AT THE NORTH, WEST, AND

SOUTH ELEVATIONS.

1LEVELS 3 AND 4 1LEVELS 3 AND 4 1LEVELS 3 AND 4

1LEVELS 1 - 5

1LEVELS 1 - 5

DRAWING NOTES:

A. REFER TO SHEET 002 FOR PHASING AND GENERAL NOTES.

B. KEY NOTES LISTED BELOW APPLY TO DRAWINGS LISTED. 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. PRIOR TO BEGINNING WORK, SURVEY AND DOCUMENT ALL RELEVANT PAVEMENT MARKINGS IN EACH

WORK AREA. UPON COMPLETION OF REPAIRS, RENEW ALL PAVEMENT MARKINGS DAMAGED,

REMOVED, OR OTHERWISE AFFECTED BY WORK. NEW MARKINGS TO BE PLACED IN ORIGINAL

CONDITION. REFER TO SPECIFICATION SECTION 321723.

O. SUPPORTED LEVELS OF GARAGE ARE CONSTRUCTED OF CAST-IN-PLACE POST-TENSIONED (PT) CABLES AND STEEL REBAR AS PRIMARY REINFORCING IN SLABS AND BEAMS. PRIOR TO PERFORMING CONCRETE REPAIRS, DRILLING, EXCAVATIONS, ETC., CONTRACTOR TO LOCATE ALL PT CABLES AND

REBAR. DO NOT DAMAGE.

P. GARAGE LIGHTING CONDUIT IS EMBEDDED IN THE SLAB. PERFORM ALL REPAIRS IN A MANNER NOT

TO DAMAGE EMBEDDED LIGHTING CONDUIT.

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:

Parking Authority of River City

FY26

Garage Repair

Package B

.31 .20

OW

NE

R

RE

VI

EW

/B

ID

S

ET

DRAWING NUMBER:

DATE:

DRAWING TITLE:

TECHNICIAN:

PROJECT MANAGER:

PRINCIPAL:

IS

SU

ES

/R

EV

IS

IO

NS

G.O. Donahue

A.M. Mette

ENGINEER OF RECORD:

A.M. Mette

A.R. Harvey

25171.00 AUG. 2025

JOB NUMBER:

513.241.3222 THPLTD.com

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

5TH STREET GARAGE

PLAN1

104 1/16 = 1'-0"

8TH & MAIN GARAGE - TYPICAL LEVELS

NORTH

DN

UP

UP DN

UP

DN

RAMP DOWN

8TH & MAIN GARAGE KEY NOTES (120):

1. PERFORM REPAIRS TO METAL GUARDRAIL ADJACENT TO DOORWAY PER PHOTO DETAIL 3/301.

2. PERFORM REPAIRS TO BRICK FACADE PER PHOTO DETAILS 4/301 AND 5/301.

3. UNIT PRICE: CONTRACTOR TO SURVEY COLUMNS AND WALLS FOR CONCRETE DETERIORATION.

CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM VERTICAL SURFACE REPAIR

PER DETAIL 3/501.

4. UNIT PRICE: CONTRACTOR TO SURVEY THE UNDERSIDE OF SLABS AND STAIRS FOR CONCRETE DETERIORATION. CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM OVERHEAD

PT SLAB REPAIR PER DETAIL 4/501.

5. UNIT PRICE: CONTRACTOR TO SURVEY HELICAL RAMP FOR SLAB CRACKING. CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM RANDOM CRACK REPAIR. REPAIR PER DETAIL 1/701.

6. UNIT PRICE: CONTRACTOR TO SURVEY HELICAL RAMP FOR SOFFIT CRACKS. CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND INJECT WITH EPOXY. REPAIR PER SPECIFICATION SECTION 036423.

7. UNIT PRICE: SURVEY EXPANSION JOINTS FOR HEADER DETERIORATION. CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM EXPANSION JOINT HEADER REPAIR PER DETAIL 9/702.

ABCDEFGHIJKLMNOPQRST

29'-5 3/8" 20'-7 5/8" 20'-7 5/8" 31'-3"

2'-2"

19'-6 1/4" 19'-6 1/4" 19'-6 1/4" 19'-6 1/4" 19'-6 1/4" 19'-6 1/4" 19'-6 1/4"

2'-2"

19'-6 1/4" 33'-6" 16'-5"

1'-4"

51'-3" 51'-3"

'-3

'-2

'-2

'-2

'-2

'-2

'-4

1/ 2"

2'- 2"

'-4

1/ 2"

'-2

'-2

'-0

8'- 5 3

/4"

'-1 0"

'-9

'-8

7'- 9"

2'- 2" 7'-

3"

'-2 3/

4"

ABCDEFLEGEND:

EXISTING MEMBRANE

3 4 ALL LEVELS

5 6 ALL LEVELS

3 4 ALL LEVELS

1 LEVEL P1 2

7 ALL LEVELS

DRAWING NOTES:

A. REFER TO SHEET 002 FOR PHASING AND GENERAL NOTES.

B. KEY NOTES LISTED BELOW APPLY TO DRAWINGS LISTED. 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. PRIOR TO BEGINNING WORK, SURVEY AND DOCUMENT ALL RELEVANT PAVEMENT MARKINGS IN EACH

WORK AREA. UPON COMPLETION OF REPAIRS, RENEW ALL PAVEMENT MARKINGS DAMAGED,

REMOVED, OR OTHERWISE AFFECTED BY WORK. NEW MARKINGS TO BE PLACED IN ORIGINAL

CONDITION. REFER TO SPECIFICATION SECTION 321723.

O. SUPPORTED LEVELS OF GARAGE ARE CONSTRUCTED OF CAST-IN-PLACE POST-TENSIONED (PT) CABLES AND STEEL REBAR AS PRIMARY REINFORCING IN SLABS AND BEAMS. PRIOR TO PERFORMING CONCRETE REPAIRS, DRILLING, EXCAVATIONS, ETC., CONTRACTOR TO LOCATE ALL PT CABLES AND

REBAR. DO NOT DAMAGE.

P. GARAGE LIGHTING CONDUIT IS EMBEDDED IN THE SLAB. PERFORM ALL REPAIRS IN A MANNER NOT

TO DAMAGE EMBEDDED LIGHTING CONDUIT.

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:

Parking Authority of River City

FY26

Garage Repair

Package B

.31 .20

OW

NE

R

RE

VI

EW

/B

ID

S

ET

DRAWING NUMBER:

DATE:

DRAWING TITLE:

TECHNICIAN:

PROJECT MANAGER:

PRINCIPAL:

IS

SU

ES

/R

EV

IS

IO

NS

G.O. Donahue

A.M. Mette

ENGINEER OF RECORD:

A.M. Mette

A.R. Harvey

25171.00 AUG. 2025

JOB NUMBER:

513.241.3222 THPLTD.com

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

8TH & MAIN GARAGE

RAMP UP

G1

G2

G3

G4

G5

'-0

'-0

'-0

'-0

9'-

0"

'-0

'-4 3/

4"

'-7

1/ 4"

'-1 1"

'-1

'-5

1/ 2"

'-1 0"

6'- 8 1

/2"

'-0

7'-

0"

8'- 0"

'-0 5/

8"

'-1

1 3 /8"

G1.3

G1.8

G2.6

G3.3

G3.6

G3.7

G4.1

G4.2

G4.6

GS GR GQ GP GN GM GL GK GJ GH GG GF GE GD GC GB GA

375'-8"±

17'-6"±29'-0"±18'-0"±24'-0"±24'-0"±24'-0"±24'-0"±24'-0"±24'-0"±24'-0"±24'-0"±24'-0"±24'-0"±24'-0"±29'-0"±18'-2"±

GQ.3 GP.4 GN.5 GL.6 GJ.7 GH.2 GF.2 GE.8 GD.5 GD.2 GC.8 GB.7 GB.5 GB.2 GA.3

9'-5"± 12'-0"± 12'-0"± 11'-6"± 12'-6"± 9'-5 1/4"± 14'-6 3/4"± 2'-9"±7'-9"± 16'-3"± 21'-3"±

5'-11 3/4"±4'-5 1/2"±

18'-0 1/4"±19'-6 1/2"± 11'-11 3/4"±

5'-6 1/4"±

6'-6"±

5'-3"±

12'-9"± 8'-2"± 6'-7"± 10'-7"±

3'-8"±

10'-0"± 7'-6"±

LEVEL1 (LOWER) PLAN1

131 1/16" = 1'-0"

ARENA GARAGE

NORTH

ARENA GARAGE KEY NOTES (131 TO 133):

1. UNIT PRICE: CONTRACTOR TO SURVEY DRAINAGE SYSTEM FOR CRACKED OR

DETERIORATED DRAINPIPE. CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND

PERFORM DRAINPIPE REPLACEMENT PER PHOTO DETAIL 7/302.

2. UNIT PRICE: CONTRACTOR TO SURVEY COLUMNS AND WALLS FOR CONCRETE

DETERIORATION. CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM

VERTICAL SURFACE REPAIR PER DETAIL 3/501.

3. WITHIN SHADED AREA, COMPLETELY REMOVE THE EXISTING MEMBRANE AND INSTALL A

HEAVY-DUTY EPOXY WATERPROOFING MEMBRANE. NEW MEMBRANE TO INCLUDE TURN UPS

AT ALL WALLS, COLUMNS, CURBS, AND VERTICAL SURFACES. REFER TO MEMBRANE DETAILS

ON DRAWING 801.

4. CENTERED AT CONSTRUCTION JOINT, INSTALL A 5'-0" WIDE HEAVY-DUTY EPOXY

WATERPROOFING MEMBRANE. NEW MEMBRANE TO INCLUDE TURN-UPS AT ALL WALLS,

COLUMNS, AND VERTICAL SURFACES. REFER TO MEMBRANE DETAILS ON DRAWING 801.

5. UNIT PRICE: CONTRACTOR TO SURVEY BARE CONCRETE SLAB FOR RANDOM CRACKS.

CONFIRM REPAIR LOCATIONS WITH ENGINEER AND PERFORM RANDOM CRACK REPAIR.

REFER TO DETAIL 1/701.

6. AS PART OF MEMBRANE INSTALLATION, REMOVE AND REPLACE CONSTRUCTION JOINT

SEALANT. REFER TO DETAIL 3/701.

7. REMOVE AND REPLACE THE JOINT SEALANT AT ENTRANCE/EXIT WITH NEW SILICONE

SEALANT. REFER TO DETAIL 3/701.

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

REFER TO SPECIFICATION SECTION 321723.

LEGEND:

EXISTING CONSTRUCTION JOINT

EXISTING EXPANSION JOINT

EXISTING PAVEMENT MARKING

EXISTING MEMBRANE

NEW MEMBRANE

EXISTING TRENCH DRAIN

DRAWING NOTES:

A. REFER TO SHEET 002 FOR PHASING AND GENERAL NOTES.

B. KEY NOTES LISTED BELOW APPLY TO DRAWINGS LISTED. 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. PRIOR TO BEGINNING WORK, SURVEY AND DOCUMENT ALL RELEVANT PAVEMENT MARKINGS

IN EACH WORK AREA. UPON COMPLETION OF REPAIRS, RENEW ALL PAVEMENT MARKINGS

DAMAGED, REMOVED, OR OTHERWISE AFFECTED BY WORK. NEW MARKINGS TO BE PLACED

IN ORIGINAL CONDITION. REFER TO SPECIFICATION SECTION 321723.

O. SUPPORTED LEVELS OF GARAGE ARE CONSTRUCTED OF CAST-IN-PLACE POST-TENSIONED

(PT) CABLES AND STEEL REBAR AS PRIMARY REINFORCING IN SLABS AND BEAMS. PRIOR TO

PERFORMING CONCRETE REPAIRS, DRILLING, EXCAVATIONS, ETC., CONTRACTOR TO

LOCATE ALL PT CABLES AND REBAR. DO NOT DAMAGE.

P. GARAGE LIGHTING CONDUIT IS EMBEDDED IN THE SLAB. PERFORM ALL REPAIRS IN A

MANNER NOT TO DAMAGE EMBEDDED LIGHTING CONDUIT.

1 KNOWN LOCATION

1 2

2 KNOWN LOCATION2 KNOWN LOCATION

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…