City_of_Rock_Hill_FY27_Deck_Repair_Plans.pdf

PROJECT TEAM

OWNER

CITY OF ROCK HILL

BRENT DEATON

ENGINEER

KIMLEY-HORN AND

ASSOCIATES, INC.

ZACHARY JONES, P.E.

802 GERVAIS ST, SUITE 201

COLUMBIA, SC 29201

757 S. ANDERSON ROAD

ROCK HILL, SC 29730

VICINITY MAP

LEGEND:

1. BLACK STREET PARKING DECK

2. FOUNTAIN PARK PARKING DECK

3. KNOWLEDGE PARK DECK A

4. KNOWLEDGE PARK DECK B

PROJECT NO:

DATE:

SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

NO: DATE DRAWING ISSUE DESCRIPTION

This document is an instrument of service prepared solely for Kimley-Horn's client and for a particular purpose. Any other use or reliance is without liability to Kimley-Horn.

SEALS

CLIENT PROJECT INFO

802 GERVAIS STREET

SUITE 201

COLUMBIA, SC 29201

PHONE: 803.403.8558

None

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©2026

G001

ZJJ

CITY OF

ROCK HILL

FY27

PARKING

DECK

REPAIRS

JSH

CMI

015483050

08/03/2026

ISSUED FOR PERMIT

COVER SHEET

ROCK HILL, SC

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

ACC ACCESSIBLE

ADDL ADDITIONAL

ADDM ADDENDUM

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

ALLOW ALLOWANCE

ALT ALTERNATE

APPROX APPROXIMATE

ARCH ARCHITECT, ARCHITECTURAL

BC BACK OF CURB

BF BOTH FACES

BLDG BUILDING

BM BEAM; BENCHMARK

BOT BOTTOM

BTWN BETWEEN

BW BOTH WAYS

C&G CURB AND GUTTER

CANTIL CANTILEVER

CCW COUNTERCLOCKWISE

CD CONSTRUCTION DOCUMENTS

CEM CEMENT

CGS CENTER OF GRAVITY OF

STRAND

CIP CAST-IN-PLACE

CJ CONSTRUCTION JOINT

CL CENTERLINE

CLG CEILING

CLL COLUMN LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUE; CONTINUOUS

COORD COORDINATE

COV COVER

CTC CENTER TO CENTER

CTR CENTER

CTRL JT CONTROL JOINT

CW CLOCKWISE

D DEPTH

D-B DESIGN-BUILD

DEFL DEFLECTION

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTION

DIST DISTANCE

DL DEAD LOAD

DR DRAIN; DRIVE

DSGN DESIGN

DWG DRAWING

DWL DOWEL(S)

E EAST

EA EACH

EC EDGE OF CURB

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL EACH LAYER; ELEVATION

ELEV ELEVATOR

EMBED EMBEDMENT

ENGR ENGINEER

ENTR ENTRANCE

EOR ENGINEER OF RECORD

EOS EDGE OF SLAB

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

ESP EXPANSION; EXPOSED

EST ESTIMATE

EW EACH WAY

EX / EXIST EXISTING

EXP BT EXPANSION BOLT

EXP JT EXPANSION JOINT

EXST GR EXISTING GRADE

EXT EXTERIOR

PAR PARALLEL

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PEMB PRE-ENGINEERED METAL

BUILDING

PERP PERPENDICULAR

PL PLATE; PROPERTY LINE

PRCST PRECAST

PRELIM PRELIMINARY

PRKG PARKING

PROJ PROJECT

PROP PROPERTY

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POST TENSIONED

PT CONC POST TENSIONED CONCRETE

QTR QUARTER

R RADIUS

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REBAR REINFORCING STEEL BAR

REF REFERENCE

REINF REINFORCEMENT

REP REPAIR

REPL REPLACE

REQD REQUIRED

REV REVISION

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RT/W RETAINING WALL

S SOUTH

SCHED SCHEDULE

SD SHOP DRAWINGS; SCHEMATIC

DESIGN; SHORT DIRECTION

SEC SECTION

SIM SIMILAR

SL SNOW LOAD

SOG SLAB-ON-GRADE

SP EL SPOT ELEVATION

SPA SPACES

SPEC SPECIFICATION

SQ SQUARE

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STOR STORAGE

STRUCT STRUCTURAL

T&B TOP AND BOTTOM

TB THROUGH BOLT

TE TOP ELEVATION

TEMP TEMPERATURE; TEMPORARY

TFF TOP OF FINISH FLOOR

THK THICKNESS

THRU THROUGH

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOC TOP OF CONCRETE (CURB)

TOC FTG TOP OF CONCRETE FOOTING

TOC WALL TOP OF CONCRETE WALL

TOF TOP OF FLOOR (FOOTING)

TOM TOP OF MASONRY

TOS TOP OF SLAB

TOW TOP OF WALL

TYP TYPICAL

UNIF UNIFORM

UNO UNLESS NOTED OTHERWISE

V SHEAR

VAR VARIES

VEH VEHICLE

VERT VERTICAL

VIF VERIFY IN FIELD

W WEST

W/ WITH

W/O WITHOUT

W/W WALL TO WALL

WF WIDE FLANGE

WL WIND LOAD

WP WATERPROOFING

WWF WELDED WIRE FABRIC

EXTN EXTENSION

FD FLOOR DRAIN

FDTN FOUNDATION

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FLR FLOOR

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOW FACE OF WALL

FR FRAME

FRMG FRAMING

FT FEET; FOOT

FTF FACE TO FACE

FTG FOOTING

FWRK FORMWORK

G GIRDER; GROUND

GA GAGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL

GL GROUND LEVEL

GR BM GRADE BEAM

GR FL GROUND FLOOR

HDG HOT-DIP GALVANIZING

HK HOOK

HORIZ HORIZONTAL

HS HEADED STUD

HT HEIGHT

ID INSIDE DIAMETER (DIMENSION)

IF INSIDE FACE

IN INCH

INFO INFORMATION

INSTL INSTALL

INT INTERIOR

ISO JT ISOLATION JOINT

JST JOIST

JT JOINT

KIP THOUSAND POUNDS

KLF KIPS PER LINEAR FOOT

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

KWY KEYWAY

L ANGLE

LBS POUNDS

LD LONG DIRECTION

LF LINEAR FEET (FOOT)

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LN LANE

LTL LINTEL

M MOMENT

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MBR MEMBER

MEAS MEASURE

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MULT MULTIPLE

N NORTH

NA NOT APPLICABLE

NF NEAR FACE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NORM NORMAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

(DIMENSION)

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

OTO OUT TO OUT

ABBREVIATIONS

SCOPE OF WORK SUMMARY:

THIS PROJECT CONSISTS OF VARIOUS STRUCTURAL AND WATERPROOFING REPAIRS TO THE

VARIOUS PARKING DECKS OWNED BY THE CITY OF ROCK HILL. REPAIRS INCLUDE STRUCTURAL

CONCRETE REPAIRS (SPALLS, DELAMINATIONS, TOPSIDE CRACKS), APPLICATION OF

WATERPROOFING AGENTS, AND OTHER IMPROVEMENTS.

NEW ANNOTATIONS AND LINEWORK HAVE BEEN PRODUCED IN COLOR TO FACILITATE

ILLUSTRATION AND DELINEATION OF THE SCOPE OF WORK. PLAN NOTES AND PLAN VIEW

COMMENTS SHOWN IN BLACK ARE BASED ON THE ORIGINAL CONSTRUCTION DOCUMENTS THAT

WERE NOT PREPARED BY KIMLEY-HORN. ALL NEW PLAN NOTES AND COMMENTS ARE SHOWN IN

RED. DETAILS USE BLACK AND RED ANNOTATIONS TO FACILITATE ILLUSTRATION.

CITY OF ROCK HILL

CITY OF ROCK HILL FY27 PARKING DECK REPAIRS

DRAWING INDEXDRAWING INDEXDRAWING INDEX

G001 COVER SHEET

G002 GENERAL NOTES

S101 BLACK STREET GROUND LEVEL

S102 BLACK STREET LEVEL P1

S201 FOUNTAIN PARK LEVEL P1

S202 FOUNTAIN PARK LEVEL P2

S203 FOUNTAIN PARK LEVEL P3

S204 FOUNTAIN PARK LEVEL P4

S301 DECK A LEVEL P1

S302 DECK A LEVEL P2

S303 DECK A LEVEL P3

S304 DECK A LEVEL P4

S305 DECK A LEVEL P5

S306 DECK A LEVEL P6

S401 DECK B LEVEL P1

S402 DECK B LEVEL P2

S403 DECK B LEVEL P3

S404 DECK B LEVEL P4

S405 DECK B LEVEL P5

S500 CONCRETE REPAIR DETAILS

S510 MISCELLANEOUS DETAILS

yhgf 8/3/2026

SCHEMATIC SECTION OF

DOUBLE TEE

OUTSIDE EDGE OF

STEM/FLANGE CHAMFER

C STEML

FLANGE

SPAN

CANTILEVER

DOUBLE TEE WIDTH

SCHEMATIC SECTION OF

INVERTED TEE

SOFFIT

LEDGE

WEB

CL

SCHEMATIC SECTION OF

SPANDREL

SOFFIT

LEDGE

WEB

INFILL MATERIAL

(NOT SHOWN)

DOUBLE TEE

BEARING SURFACE

DOUBLE TEE

BEARING SURFACE

NOTES ON THE CONSTRUCTION DRAWINGS ARE PART OF THE PROJECT REQUIREMENTS, BUT ARE NOT INTENDED TO REPLACE THE PROJECT SPECIFICATIONS. IN CASE OF CONFLICTS BETWEEN THE REQUIREMENTS OF THE SPECIFICATIONS AND CONSTRUCTION DRAWINGS, THE MORE STRINGENT REQUIREMENT SHALL APPLY. IMMEDIATELY CONTACT THE ENGINEER IF A CONFLICT WITHIN THE CONTRACT DOCUMENTS

HAS BEEN IDENTIFIED.

THE SCOPE OF WORK AND ANTICIPATED QUANTITIES SPECIFIED IN THESE CONSTRUCTION DOCUMENTS ARE BASED ON VISUAL OBSERVATIONS PERFORMED BY THE ENGINEER. ADDITIONAL AREAS OF REPAIR WILL BE REQUIRED, WHICH ARE TO BE LOCATED BY THE CONTRACTOR AND VERIFIED BY THE ENGINEER PRIOR TO BEGINNING REPAIR WORK. REPAIR DETAILS PROVIDED IN THESE CONSTRUCTION

DOCUMENTS REPRESENT REPAIR TYPES REQUIRED FOR DAMAGED ELEMENTS OBSERVED.

THE DRAWINGS, CALCULATIONS, SPECIFICATIONS, AND REPRODUCTIONS, RELATING TO THE PROJECT, ARE INSTRUMENTS OF SERVICE TO BE

USED ONLY FOR THIS PROJECT.

IT IS UNDERSTOOD THAT THE ENGINEER OF RECORD MAKES NO WARRANTY, EITHER EXPRESSED OR IMPLIED, AS TO FINDINGS, DESIGNS, RECOMMENDATIONS, SPECIFICATIONS, OPINION, OR PROFESSIONAL ADVICE, EXCEPT THAT THESE INSTRUMENTS OF SERVICE HAVE BEEN PREPARED IN ACCORDANCE WITH THE CURRENT GENERALLY ACCEPTED PROFESSIONAL ENGINEER PRACTICES.

ALL NON-STRUCTURAL ELEMENTS INDICATED ON THE STRUCTURAL DRAWINGS HAVE BEEN SHOWN IN GENERAL TO THE RELATIONSHIP TO THE STRUCTURAL ELEMENTS. ACCORDINGLY, THEY SHALL NOT BE ASSUMED TO BE ACCURATE AND MUST BE FIELD VERIFIED BY THE

CONTRACTOR.

EXISTING CONDITIONS SHOWN ON THESE DOCUMENTS ARE FOR REFERENCE ONLY. ACTUAL CONDITIONS IN THE DECK MAY DIFFER FROM THE INFORMATION SHOWN. CONTRACTOR IS TO VERIFY EXISTING INFORMATION AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.

THE FOLLOWING CONSTRUCTION DOCUMENTS WERE REFERENCED IN THE DEVELOPMENT OF THESE PLANS, AND CAN BE MADE AVAILABLE TO

THE CONTRACTOR UPON REQUEST:

A. BLACK STREET: REPAIR DRAWINGS, PREPARED BY CARL WALKER PARKING, DATED MAY 25, 1995 B. FOUNTAIN PARK: PRECAST SHOP DRAWINGS, PREPARED BY METROMONT CORPORATION, DATED MARCH 7, 2014 C. KNOWLEDGE PARK DECK A: PRECAST SHOP DRAWINGS, PREPARED BY METROMONT CORPORATION, DATED DECEMBER 4, 2014 AND

RECORD DRAWINGS, PREPARED BY MORABITO CONSULTANTS, DATED JANUARY 11, 2018.

D. KNOWLEDGE PARK DECK B: PRECAST SHOP DRAWINGS, PREPARED BY METROMONT CORPORATION, DATED JULY 12, 2021 AND

CONSTRUCTION DRAWINGS, PREPARED BY KIMLEY-HORN AND ASSOCIATES, DATED AUGUST 20, 2021.

1.01

1.02

1.03

1.04

1.05

1.06

IT IS UNDERSTOOD THAT THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK ON THE PROJECT. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF THE PERSONS AND PROTECT THEM AGAINST INJURY. LIKEWISE, THE CONTRACTOR SHALL PROTECT

ALL PROPERTY AGAINST DAMAGE OR LOSS.

THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES, REGULATIONS, AND ORDERS OF ANY PUBLIC BODY

HAVING JURISDICTION FOR THE SAFETY OF PERSONS OF PROPERTY.

THE CONTRACTOR'S DUTIES AND RESPONSIBILITIES FOR THE SAFETY AND PROTECTION OF THE WORK SHALL CONTINUE UNTIL SUCH TIME AS THE WORK IS SATISFACTORILY COMPLETED, AND THE ENGINEER HAS ISSUED A NOTICE TO THAT EFFECT TO THE OWNER AND THE

CONTRACTOR.

2.01

2.02

2.03

BEFORE STARTING WORK, CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE SITE, AND REPORT ANY DISCREPANCIES IMMEDIATELY TO

THE ENGINEER.

THE CONTRACTOR, BEFORE STARTING ANY WORK, SHALL CHECK ALL DIMENSIONS GIVEN ON THE STRUCTURAL DRAWINGS, RELATING TO GRID LINES, COLUMN AND WALL LOCATIONS, STRUCTURAL AND FINISHED FLOOR ELEVATIONS, MEMBER SIZES, ETC., WITH EXISTING CONDITIONS. IF ANY DISCREPANCY IS NOTICED, IT SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER, AND WORK

SHALL NOT COMMENCE UNTIL INSTRUCTIONS ARE RECEIVED FROM THE ENGINEER.

THE CONTRACTOR SHALL SUBMIT A REQUEST FOR INFORMATION (RFI) FOR ANY DIMENSION NOT GIVEN ON OR OBTAINABLE FROM THE DRAWINGS. THE CONTRACTOR SHALL NOT USE SCALE TO OBTAIN OR VERIFY ANY DIMENSION SHOWN ON THESE DRAWINGS.

3.01

3.02

3.03

THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR HIS REVIEW IN ACCORDANCE WITH A SCHEDULE OF SUBMITTALS ACCEPTABLE TO THE ENGINEER. THESE SHOP DRAWINGS SHALL HAVE BEEN CHECKED BY, AND STAMPED WITH THE APPROVAL OF THE CONTRACTOR, AND IDENTIFIED AS THE ENGINEER MAY REQUIRE. THE DATA SHOWN ON THE SHOP DRAWINGS SHALL BE COMPLETE WITH RESPECT TO DIMENSIONS, DESIGN CRITERIA, AND DULY SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN SOUTH

CAROLINA (WHERE APPLICABLE).

REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS LIMITED TO COMPLIANCE OF THE COMPLETED STRUCTURE WITH THE DESIGN CONCEPT AND INFORMATION GIVEN IN THE PROJECT DOCUMENTS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DIMENSIONS, QUANTITIES, PERFORMANCE, SAFETY, COORDINATION WITH OTHER WORKS, AND ALL OTHER REQUIREMENTS OF THE PROJECT DOCUMENTS. REVIEW

DOES NOT AUTHORIZE CHANGES TO CONTRACT.

4.01

4.02

5.01

5.02

DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH AISC 360-10 "SPECIFICATIONS FOR STRUCTURAL STEEL

BUILDINGS".

ALL STRUCTURAL STEEL SHOWN ON PLANS SHALL CONFORM TO ASTM A572 GRADE 50 OR ASTM A992 GRADE 50 WITH THE EXCEPTION OF STRUCTURAL TUBING WHICH SHALL CONFIRM TO ASTM A500 GRADE C (46 KSI). STEEL AND HARDWARE SHALL BE HOT-DIP GALVANIZED

UNLESS NOTED OTHERWISE.

ALL WELDS SHALL BE PERFORMED BY CERTIFIED WELDERS AND SHALL CONFORM TO REQUIREMENTS OF AWS D1.1.

ALL COPES, BLOCKS AND CUTS IN STRUCTURAL MEMBERS SHALL BE MADE FREE OF NOTCHES OR OTHER AREAS THAT COULD CREATE

STRESS CONCENTRATIONS. THE MINIMUM RADIUS AT CORNERS SHALL BE ½”.

DO NOT CUT, REMOVE, OR DAMAGE EXISTING STRUCTURAL STEEL MEMBERS OR STEEL REINFORCING EXCEPT AS SHOWN ON DRAWINGS

OR APPROVED BY THE ENGINEER.

EXISTING CORROSION SHOULD BE REMOVED BY MEANS OF SANDBLASTING OR GRINDING ON EXPOSED METAL SURFACES WHERE INDICATED. CLEAN STEEL TO ACHIEVE SSPC-SP3 SURFACE PREPARATION GRADE AND PREPARE FOR REPAINTING UNLESS OTHERWISE

NOTED.

AFTER STEEL IS CLEANED AND EXISTING CORROSION REMOVED, NOTIFY THE ENGINEER TO MAKE OBSERVATIONS OF THE STRUCTURAL

STEEL TO DETERMINE IF ADDITIONAL REPAIRS ARE NECESSARY.

REPAIR ALL CLEANED STEEL SURFACES WITH AN EXTERIOR RATED, CORROSION RESISTANT PAINT COATING TO BE APPROVED BY THE

ENGINEER. COLOR TO BE COORDINATED WITH THE OWNER.

7.01

7.02

7.03

7.04

7.05

7.06

7.07

7.08

UNLESS OTHERWISE INDICATED ON PLANS, POST-INSTALLED ANCHORS SHALL CONSIST OF THE FOLLOWING ANCHOR TYPES, OR APPROVED

EQUAL:

8.01

SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC

ESR SHOWING COMPLIANCE WITH THE RELEVANT AND CURRENT BUILDING CODE.

ALL ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII) IN CONJUNCTION WITH EDGE DISTANCE, SPACING AND EMBEDMENT DEPTH AS INDICATED ON THE DRAWINGS.

THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT

OF INSTALLING ANCHORS.

ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS.

EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. THE CONTRACTOR SHALL UNDERTAKE OPERATIONS TO LOCATE THE POSITION OF THE REINFORCING BARS AT THE LOCATIONS OF THE CONCRETE ANCHORS. CONTRACTOR SHALL IMMEDIATELY CONTACT THE EOR IF A CONFLICT IS IDENTIFIED.

ADHESIVE ANCHORS INSTALLED IN HORIZONTAL OR VERTICAL OVERHEAD ORIENTATION TO SUPPORT SUSTAINED TENSION LOADS SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI/CRSI (ACI 318-11 D.9.2.2) / (ACI 318-14 17.1.2) /

(ACI 318-19 17.2.2).

ADHESIVE ANCHORS MUST BE INSTALLED IN CONCRETE AGED A MINIMUM OF 21 DAYS (ACI 318-11 D.2.2) / (ACI 318-14 17.1.2) / (ACI 318-19 17.2.2).

8.02

8.03

8.04

8.05

8.06

8.07

8.08

1.00 DOCUMENTS AND LIMITATIONS

2.00 CONSTRUCTION SAFETY

3.00 DIMENSIONS

4.00 SHOP DRAWINGS

5.00 FORMWORK, SHORING, AND RESHORING

7.00 STRUCTURAL STEEL NOTES

8.00 POST-INSTALLED ANCHORS

WHERE A SLAB OR BEAM REQUIRES OVERHEAD REPAIR, THE CONTRACTOR SHALL EMPLOY, AT HIS EXPENSE, A FORMWORK ENGINEER REGISTERED IN SOUTH CAROLINA TO CONTROL ALL OPERATIONS RELATING TO DESIGN, INSTALLATION AND REMOVAL OF ALL FORMWORK.

IF SHORING AND RESHORING IS REQUIRED, COORDINATE WITH THE FORMWORK ENGINEER. ANY REQUIRED SHORING OR RESHORING IS

THE CONTRACTOR'S RESPONSIBILITY.

CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR FABRICATION, ERECTION, SUPPORT AND BRACING OF FORMWORK, AND SHORING AND

RESHORING PROCEDURES, IF REQUIRED, FOR THE ENGINEER'S RECORDS.

ADHESIVE ANCHOR

SOLID CONCRETE

GROUTED MASONRY

HOLLOW MASONRY

OR BRICK

HILTI RE 500v3 SAFE SET SYSTEM

HILTI HY 200 SAFE SET SYSTEM

SIMPSON SET-3G

DEWALT PURE220+, EPOXY W/ DUSTX+ SYSTEM.

DEWALT AC200+, ACRYLIC ADHESIVE WITH DUSTX+ SYSTEM.

HILTI HY 70

SIMPSON AT-3G

DEWALT AC100+ GOLD

HILTI HY 70

SIMPSON AT-3G

DEWALT AC100+GOLD

(ALL PRODUCTS LISTED W/ THEIR

APPROPRIATE SCREEN TUBE)

MECHANICAL ANCHOR

HILTI KWIK HUS EZ

HILTI KWIK BOLT TZ

SIMPSON STRONG-BOLT 2

SIMPSON TITEN HD

DEWALT POWER-STUD+SD2

DEWALT SCREW-BOLT+

HILTI KWIK BOLT 3

SIMPSON TITEN HD

DEWALT POWER-STUD+SD1

DEWALT SCREW-BOLT+

HILTI KWIK CON II + ANCHOR

SIMPSON TITEN 2

DEWALT ULTRACON+

THE GENERAL CONTRACTOR SHALL ASSIST AND COOPERATE WITH AN INDEPENDENT TESTING LABORATORY (TO BE RETAINED BY THE CONTRACTOR) WHICH SHALL CONDUCT ALL THE SPECIFIED TESTS REQUIRED FOR THE CONCRETE WORK AND REPORT THE RESULTS OF

THESE TESTS DIRECTLY AND PROMPTLY TO THE ENGINEER FOR HIS REVIEW.

BATCH CONCRETE CONCRETE MIX DESIGN FOR ALL CONCRETE WORK IS REQUIRED TO BE SUBMITTED TO THE ENGINEER FOR HIS REVIEW.

IT IS TO BE NOTED THAT THE CONCRETE SUPPLIER SHALL HAVE A QUALITY CONTROL PROCEDURE FOR THE PRODUCTION OF ALL CONCRETE, WHICH MUST BE ACCEPTABLE TO THE ENGINEER AND MEETS CURRENT ACI STANDARDS.

PACKAGED REPAIR CONCRETE SUITABLE FOR EXTERIOR EXPOSURE IS ACCEPTABLE FOR SMALLER REPAIR LOCATIONS. APPROVED

PRODUCTS ARE INCLUDED IN THE PROJECT SPECIFICATIONS.

CONCRETE COMPRESSIVE DESIGN STRENGTH IN 28 DAYS: 5,000 PSI (UNLESS NOTED OTHERWISE)

CLEAR DISTANCE FROM FACE OF CONCRETE TO MAIN STEEL SHALL BE AS SHOWN ON THE STRUCTURAL DRAWINGS. WHERE CLEAR

DISTANCE IS NOT SHOWN, ACI 301 SHALL CONTROL.

WHERE SHOWN OR SPECIFIED ON PLANS, PROVIDE STANDARD ACI 90-DEGREE OR 180-DEGREE HOOK, AS APPLICABLE.

REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 UNLESS NOTED OTHERWISE. IF REINFORCEMENT WELDING IS REQUIRED, ASTM A706, GRADE 60 SHALL BE REQUIRED UNLESS MILL TEST REPORTS VERIFY THAT THE ASTM A615 STEEL PROVIDED IS AN ACCEPTABLE A706

EQUIVALENT. WELDED WIRE FABRIC OR WIRE MESH SHALL BE ASTM A185.

DETAILING OF REBAR SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE ACI DETAILING MANUAL, AND CONCRETE REINFORCING INSTITUTE'S LATEST EDITION OF "MANUAL OF STANDARD PRACTICE". ALL SHOP DRAWINGS PERTAINING TO REBAR DETAILS

SHALL BE SUBMITTED TO THE ENGINEER FOR HIS REVIEW.

TOLERANCES FOR REINFORCEMENT FABRICATION, REINFORCEMENT PLACEMENT AND CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF ACI 117 “SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS.”

BAR DETAILS AND SUPPORTS: ACI DETAILING MANUAL AND BUILDING CODE. LAP ALL SPLICES AS SHOWN ON THE STRUCTURAL DRAWINGS.

ALL REINFORCEMENT SHOWN IS INTENDED TO BE CONTINUOUS.

ALL CONCRETE PATCHES SHALL MATCH THE COLOR AND TEXTURE OF THE OF EXISTING, ADJACENT CONCRETE AND REPAINTED TO MATCH

THE EXISTING PAINT OF ADJACENT SURFACE WHERE APPLICABLE.

IDENTIFY AND MARK AREAS OF DETERIORATED CONCRETE IN THE FIELD FOR REVIEW BY ENGINEER PRIOR TO CONCRETE REMOVAL WORK.

NOTE THAT ADDITIONAL REPAIR LOCATIONS BEYOND WHAT IS IDENTIFIED ON PLAN SHEETS WILL BE REQUIRED TO ACHIEVE DESIGNATED

REPAIR QUANITIES.

UNSOUND CONCRETE REMOVAL: PROVIDE 1/2-INCH DEEP SAWCUT AROUND ENTIRE PATCH PERIMETER UNLESS A SHALLOWER DEPTH IS REQUIRED TO AVOID DAMAGE TO EMBEDDED REINFORCING. CONCRETE SHALL BE REMOVED TO SOUND CONCRETE USING MAXIMUM 15 LB ELECTRIC OR PNEUMATIC CHIPPING HAMMERS OR HAND TOOLS TO MINIMIZE DAMAGE TO ADJACENT SOUND CONCRETE. REMOVE CONCRETE TO PROVIDE MINIMUM CLEARANCE BEHIND REINFORCING BARS AND MINIMUM DEPTH AS INDICATED ON DRAWINGS. ADDITIONAL CONCRETE REMOVAL MAY BE NECESSARY TO PROVIDE ADEQUATE SPLICE LENGTH FOR SUPPLEMENTAL STEEL.

AVOID DAMAGE TO EXISTING REINFORCING STEEL EXCEPT AS AUTHORIZED BY THE ENGINEER. DAMAGED REINFORCING SHALL BE

REPLACED BY THE CONTRACTOR AT OWN EXPENSE.

RELOCATE EXISTING BARS OR BUILD OUT PATCHES AS DIRECTED BY THE ENGINEER TO PROVIDE MINIMUM CONCRETE COVER. PROVIDE NEW REINFORCING STEEL AND DOWELS AS SPECIFIED ON DRAWINGS AND AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL MAINTAIN STOCK OF REINFORCING STEEL ON SITE TO PROVIDE SUPPLEMENTAL REINFORCING WITHOUT DELAY TO THE PROJECT.

ABRASIVE BLAST REPAIR CAVITIES, SAWCUTS, AND IMMEDIATE SURROUNDING CONCRETE AREAS AND CLEAN TO REMOVE ANY DELETERIOUS MATERIALS SUCH AS DAMAGED PASTE OR AGGREGATE, LAITANCE, DIRT, OIL, AND GREASE. CAVITY SHALL HAVE A MINIMUM PEAK-TO-VALLEY SURFACE ROUGHNESS, OF APPROXIMATELY ¼ -INCH PER ICRI CSP-10. THE CAVITY SHALL BE BLOWN CLEAN WITH OIL-

FREE COMPRESSED AIR.

ABRASIVE BLAST EXPOSED EMBEDDED REINFORCEMENT AND EMBEDMENTS TO REMOVE ALL CORROSION PRODUCTS AND OLD CONCRETE.

EXPOSED BARS WITH MORE THAN 10% LOSS OF ORIGINAL CROSS-SECTION DIAMETER SHALL BE SUPPLEMENTED WITH NEW

REBAR/DOWELS AS DIRECTED BY THE ENGINEER.

THOROUGHLY CLEAN ALL SUBSTRATE AND FORMWORK SURFACES WITH OIL-FREE COMPRESSED AIR AND PREDAMPEN WITH CLEAN WATER IMMEDIATELY PRIOR TO CONCRETE PLACEMENT. CAVITY SUBSTRATE SHALL BE SATURATED SURFACE DRY WITH NO FREE WATER OR

GLISTENING SURFACES.

MIN. AMBIENT AIR AND SURFACE TEMPERATURE SHALL BE 45º F AND RISING AT THE TIME OF CONCRETE PLACEMENT. WHEN AIR OR SUBSTRATE TEMPERATURE IS ABOVE 80º F OR BELOW 40° F, COMPLY WITH ACI 305.1 AND ACI 306.1, RESPECTIVELY.

PLACE NEW CONCRETE TAKING CARE TO ENSURE COMPLETE CONSOLIDATION.

CONCRETE SHALL BE PLACED TO MATCH EXISTING FLOOR ELEVATIONS. SLAB ELEVATIONS SHALL BE CONTINUOUSLY CHECKED AND ADJUSTED DURING CONCRETE PLACEMENT TO ACHIEVE POSITIVE DRAINAGE IN ALL AREAS. MATCH EXISTING CHAMFERS, PROFILES, AND

FINISHES.

LOCATIONS OF CONSTRUCTION JOINTS SHALL BE APPROVED BY THE ENGINEER. CONSTRUCTION JOINTS SHALL BE ROUGHENED, WATER- BLASTED OR SANDBLASTED, CLEANED, AND MOISTENED IMMEDIATELY PRIOR TO PLACING NEW CONCRETE.

FORMWORK SHALL REMAIN IN PLACE AND EXPOSED SURFACES OF CONCRETE COVERED WITH WET BURLAP AND PLASTIC SHEETS OR

OTHER METHODS APPROVED BY THE ENGINEER FOR A MINIMUM OF 7 DAYS WET CURING.

6.01

6.02

6.03

6.04

6.05

6.06

6.07

6.08

6.09

6.10

6.11

6.12

6.13

6.14

6.15

6.16

6.17

6.18

6.19

6.20

6.21

6.22

6.23

6.24

6.00 CONCRETE AND REINFORCING

MAINTAIN SHORES IN PLACE UNTIL REPAIR CONCRETE HAS ATTAINED A CYLINDER COMPRESSIVE STRENGTH OF 4,000 PSI AND BOND PULL- OFF VALUES ARE IN COMPLIANCE WITH PROJECT SPECIFICATIONS, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

TENSILE BOND STRENGTH OF PREPARED SUBSTRATE: MINIMUM 200 PSI WHEN TESTED ACCORDING TO ASTM C1583. TENSILE BOND

STRENGTH OF COMPLETED REPAIRS TO SUBSTRATE: 170 PSI MINIMUM.

AFTER SHORING REMOVAL, FLOOD ALL AREAS OF NEW CONSTRUCTION. ANY WATER PONDING SHALL BE CORRECTED BY THE

CONTRACTOR IN A MANNER ACCEPTABLE TO THE ENGINEER.

PROVIDE 3-YEAR WRITTEN WARRANTY SIGNED BY THE CONTRACTOR AGREEING TO REPAIR OR REPLACE CONCRETE REPAIRS THAT SHOW EVIDENCE OF MATERIAL DEGRADATION (EXCEPT FOR MINOR WEATHERING), CRACKING (EXCEPT FOR ISOLATED HAIRLINE DRYING SHRINKAGE CRACKS), DELAMINATION, SPALLING, OR CORROSION (EXCEPT CONTINUING CORROSION BEYOND THE LIMITS OF THE REPAIR).

UPON NOTIFICATION OF SUCH DEFECTS, MAKE NECESSARY REPAIRS OR REPLACEMENT, INCLUDING NECESSARY REPAIRS TO AFFECTED CONCRETE COATINGS AT NO COST TO THE OWNER AND AT THE CONVENIENCE OF THE OWNER. REPAIR WORK SHALL BE IN ACCORDANCE

WITH THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS.

6.25

6.26

6.27

6.28

COLOR TO BE SELECTED BY OWNER.

SUBMIT SAMPLES FOR REVIEW AND APPROVAL BY OWNER AND ENGINEER PRIOR TO COMMENCEMENT OF WORK.

PERFORM MINOR CONCRETE REPAIRS (GAPS, VOIDS, DEPRESSIONS AND OTHER MINOR SURFACE IMPERFECTIONS) IN ACCORDANCE WITH

MANUFACTURERE’S WRITTEN RECOMMENDATIONS.

SHOTBLAST CONCRETE SURFACES DESIGNATED FOR MEMEBRANE INSTALLATION.

REQUIRED CONCRETE CONDITION: FULLY CURED, STRUCTURALLY SOUND, CLEAN, AND DRY.

PERFORM MOISTURE TESTING IN ACCORDANCE WITH THE MANUFACTURERE’S WRITTEN RECOMMENDATIONS TO ASSURE DRY SURFACE.

PERFORM CRACK REPAIRS, COVE DETAILING, AND BASE PLATE SEALANT DETAILING IN ACCORDANCE WITH MANUFACTURER’S WRITTEN

RECOMMENDATIONS, EXCEPT AS MODIFIED BY THESE CONTRACT DOCUMENTS.

PRIME CONCRETE AND SEALANT SURFACES UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER.

COMMENCEMENT OF MEMBRANE APPLICATION SHALL CONSTITUTE ACCEPTANCE OF SUBSTRATE CONDITIONS BY CONTRACTOR.

9.01

9.02

9.03

9.04

9.05

9.06

9.07

9.08

9.10

9.00 WATERPROOFING

PROJECT NO:

DATE:

SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

NO: DATE DRAWING ISSUE DESCRIPTION

This document is an instrument of service prepared solely for Kimley-Horn's client and for a particular purpose. Any other use or reliance is without liability to Kimley-Horn.

SEALS

CLIENT PROJECT INFO

802 GERVAIS STREET

SUITE 201

COLUMBIA, SC 29201

PHONE: 803.403.8558

None

/3

/2

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M A u to d e s k D o c s

/0 C it y o f R o c k H ill F

Y /0

C it y o f R o c k H ill F

Y R e p a ir

P la n s R

.r v t

©2026

G002

ZJJ

CITY OF

ROCK HILL

FY27

PARKING

DECK

REPAIRS

JSH

CMI

015483050

07/15/2026

ISSUED FOR PERMIT

GENERAL NOTES

ROCK HILL, SC

O.01 REPLACE FENCING AT EXISTING BARRIER CABLES 168 LF 323113 17/S510

INSTALL FLEXIBLE JOINT SEALANT AT EXISTING VERTICAL CRACKS IN MASONRY WALLS. INSTALLATION ANY APPLICATION

PREPARATION SPECIFIED FOR THE APPROVED FLEXIBLE SEALANT PRODUCT.

W.03 REPLACE JOINT SEALANT 9,000 LF 079200 1-6/S510

REMOVE ALL EXISTING HORIZONTAL FLOOR JOINT SEALANT IN JOINTS OR CRACKS AND INSTALL NEW JOINT SEALANT.

REMOVAL AND REPLACEMENT ALSO INCLUDES INTERIOR VERTICAL AND HORIZONTAL JOINTS AROUND COLUMNS, AND

VERTICAL JOINTS BETWEEN SPANDRELS AND WALL PANELS.

W.02 INSTALL SEALANT MASONRY WALL CRACKS 110 LF 079200 15-16/S510

INSTALL FLEXIBLE JOINT SEALANT AT EXISTING VERTICAL CRACKS IN MASONRY WALLS. INSTALLATION ANY APPLICATION

PREPARATION SPECIFIED FOR THE APPROVED FLEXIBLE SEALANT PRODUCT.

W.01 INSTALL TRAFFIC COATING 50 SF 071800 7-14/S510

INSTALL A TRAFFIC COATING MEMBRANE. UNIT PRICE INCLUDES ALL SURFACE PREPARATION REQUIRED BY THE MANUFACTURER INCLUDING, BUT NOT LIMITED TO, REMOVAL OF OLD COATINGS (WHERE APPLICABLE), CLEANING, SHOT BLASTING, REMOVAL OF OIL STAINS, ETC. REPAIR CONCRETE SURFACE DEFECTS PRIOR TO TRAFFIC COATING

INSTALLATION.

ST.05 REPAIR CONCRETE CRACKS (ROUTE AND SEAL) 260 LF 079200 5/S500 ROUTE AND SEAL FLOOR CRACKS WHERE INDICATED ON PLANS.

ST.04 REPAIR DOUBLE TEE FLANGE CONNECTION 2 EA 079200 4/S500

REPAIR DAMAGED DOUBLE TEE FLANGE CONNECTIONS. SAWCUT SURFACE AND REMOVE +/- 2' SQUARE OF EXISTING CONCRETE, MAINTAINING EXISTING FLANGE AND TOPPING REINFORCEMENT - PROVIDE SUPPLEMENTAL WWF

REINFORCEMENT AS REQUIRED AND PATCH CONCRETE.

ST.03 REPAIR DEEP SPALLS AND DELAMINATIONS (2"-4") 5 SF 079200 3/S500

REPAIR AREAS OF DEEP SPALLED CONCRETE WITH OR WITHOUT EXPOSED REINFORCING STEEL. REPAINT REPAIR AREA, IF

APPLICABLE.

ST.02

REPAIR SHALLOW VERTICAL/OVERHEAD SPALLS,

DELAMINATIONS, AND EXPOSED REINFORCEMENT

115 SF 079200

1/S500 & 2/S500

REPAIR SHALLOW DEPTH AREAS OF VERTICAL / OVERHEAD SPALLED OR DELAMINATED CONCRETE WITH OR WITHOUT

EXPOSED REINFORCING STEEL. REPAINT REPAIR AREA, IF APPLICABLE.

ST.01

REPAIR SHALLOW FLOOR SPALLS, DELAMINATIONS, AND

EXPOSED REINFORCEMENT

75 SF 030130

1/S500 & 2/S500

REPAIR SHALLOW DEPTH AREAS OF SPALLED OR DELAMINATED FLOOR CONCRETE WITH OR WITHOUT EXPOSED REINFORCING STEEL INCLUDING JOINT SEALANT AROUND REPAIR AREA. RESTRIPE REPAIR AREA, IF APPLICABLE.

ITEM NO REPAIR NAME QUANTITY UNIT SPEC DETAIL DESCRIPTION

MASTER REPAIR LIST SUMMARY

F

1.9 3 4 5 6 7 8 9 10 11

A

B

C

D

E

2.0 3.8 8.2 9.9

C.6

A.1

10.3

19'-0" 2'-6" 21'-6" 21'-0" 5'-0" 26'-0" 26'-0" 26'-0" 26'-0" 5'-0" 21'-0" 21'-6" 2'-6"5'-6" 13'-6"

242'-0"

APPROXIMATE LOCATION OF CHAIN LINK FENCE

TO BE INSTALLED FOR REPAIR ST.XX

REPAIR NAME

(SEE BID QUANTITIES TABLE)X.X

X

KEYNOTE REFERENCE OR ADDL NOTE

(SEE ALSO BID QUANTITIES TABLE)

LEGEND:

1. EXISTING CONDITIONS SHOWN ON THESE DOCUMENTS ARE FOR

REFERENCE ONLY AND WERE OBTAINED FROM THE PARKING DECK

CONSTRUCTION DOCUMENTS OR PREVIOUS REPAIR DOCUMENTS.

REFER TO NOTE 1.06 ON G002. ACTUAL CONDITIONS AT THE GARAGE

MAY DIFFER FROM THE INFORMATION SHOWN. CONTRACTOR IS TO

VERIFY EXISTING INFORMATION AND NOTIFY THE ENGINEER

IMMEDIATELY OF ANY DISCREPANCIES.

2. NEW ANNOTATIONS AND LINEWORK HAVE BEEN PRODUCED IN COLOR

TO FACILITATE ILUSTRATION AND DELINEATION OF THE SCOPE OF

WORK. PLAN NOTES AND PLAN VIEW COMMENTS SHOWN IN BLACK ARE

FROM THE ORIGINAL CONSTRUCTION DOCUMENTS AND WERE NOT

PREPARED BY KIMLEY-HORN. ALL NEW PLAN NOTES AND COMMENTS

ARE SHOWN IN RED. DETAILS USE BLACK AND RED ANNOTATIONS TO

FACILITATE ILLUSTRATION.

3. CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD MARK ALL

REPAIRS PRIOR TO STARTING WORK IN ACCORDANCE WITH

SPECIFICATIONS AND/OR REPRESENTATIVE IMAGES/LOCATIONS OF

REPAIR ITEMS.

4. COORDINATE LOCATIONS AND EXTENT OF REPAIRS WITH ENGINEER

PRIOR TO COMMENCING WITH REPAIRS.

5. PHASING OF REPAIRS IS NOT INDICATED ON THESE PLANS, BUT

ILLUSTRATIVE PHASING IS SHOWN ON SHEETS G201 TO G202.

CONTRACTOR TO SUBMIT PHASING PLANS IN ACCORDANCE WITH

SPECIFICATIONS.

6. REFER TO SHEET G002 GENERAL NOTES AND G003 REPAIR TYPES AND

BID QUANTITIES FOR ADDITIONAL DESCRIPTION OF REPAIR ITEMS.

7. STRIPING PLAN OR STRUCTURAL PLAN SHOWN MAY NOT BE

CONSISTENT WITH THE EXISTING CONDITIONS IN THE PARKING DECK.

GENERAL RESTORATION NOTES:

A. LOCATION INDICATED ON PLAN MAY NOT REPRESENT ALL LOCATIONS OF THIS REPAIR. FINAL

LOCATIONS AND EXTENTS TO BE COORDINATED WITH THE ENGINEER PRIOR TO

CONSTRUCTION/REPAIR.

B. MARK AREAS OF REMOVAL ON FLOORS, WALLS, AND CEILINGS SQUARE. BOUNDARIES SHOULD

BE LEVEL AND PLUMB UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

C. REPLACE TRAFFIC COATING MEMBRANE LOCALLY AT EXISTING DISTRESSED MEMBRANE.

REPLACE TRAFFIC COATING MEMBRANE AFTER CONCRETE AND JOINT SEALANT REPAIRS HAVE

BEEN COMPLETED, IF APPLICABLE. FOLLOWING TRAFFIC COATING MEMBRANE APPLICATION,

RESTRIPE TRAFFIC MARKINGS TO MATCH EXISTING LAYOUT.

D. AT TOP OF RETAINING WALL, LEAVE 1" MINIMUM BETWEEN AT TOP OF WALL/REPAIR MATERIAL

AND PRECAST L-BEAM ABOVE. FILL VOID WITH AN APPROVED JOINT SEALANT OR FLEXIBLE

JOINT FILLER MATERIAL.

E. REPLACE JOINT SEALANT AT ALL PRECAST DOUBLE TEE AND CAST-IN-PLACE WASH

INTERFACES. THIS INCLUDES AT SPANDREL OR WALL FACES, AT DRAIN INLETS, ETC.

REPAIR KEYNOTES:

PROJECT NO:

DATE:

SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

NO: DATE DRAWING ISSUE DESCRIPTION

This document is an instrument of service prepared solely for Kimley-Horn's client and for a particular purpose. Any other use or reliance is without liability to Kimley-Horn.

SEALS

CLIENT PROJECT INFO

802 GERVAIS STREET

SUITE 201

COLUMBIA, SC 29201

PHONE: 803.403.8558

As indicated

/3

/2

:0

:2

P

M A u to d e s k D o c s

/0 C it y o f R o c k H ill F

Y /0

C it y o f R o c k H ill F

Y R e p a ir

P la n s R

.r v t

S101

ZJJ

CITY OF

ROCK HILL

FY27

PARKING

DECK

REPAIRS

JSH

CMI

015483050

07/15/2026

ISSUED FOR PERMIT

BLACK STREET

GROUND LEVEL

ROCK HILL, SC

©2025

SCALE: 1/16" = 1'-0"S101

1 BLACK STREET GROUND LEVEL

ITEM NO REPAIR NAME QUANTITY UNIT SPEC DETAIL REPAIR KEYNOTES

BLACK STREET - LEVEL P1 TOPSIDE

F

1.9 3 4 5 6 7 8 9 10 11

A

B

C

D

E

2.0 3.8 8.2 9.9

C.6

A.1

10.3

19'-0" 2'-6" 21'-6" 21'-0" 5'-0" 26'-0" 26'-0" 26'-0" 26'-0" 5'-0" 21'-0" 21'-6" 2'-6"5'-6" 13'-6"

242'-0"

F

1.9 3 4 5 6 7 8 9 10 11

A

B

C

D

E

2.0 3.8 8.2 9.9

C.6

A.1

10.3

19'-0" 2'-6" 21'-6" 21'-0" 5'-0" 26'-0" 26'-0" 26'-0" 26'-0" 5'-0" 21'-0" 21'-6" 2'-6"5'-6" 13'-6"

242'-0"

ST.02

D ST.02ST.02ST.02ST.02

ST.02

ST.02

ST.02ST.02ST.02

APPROXIMATE LOCATION OF CHAIN LINK FENCE

TO BE INSTALLED FOR REPAIR ST.XX

REPAIR NAME

(SEE BID QUANTITIES TABLE)X.X

X

KEYNOTE REFERENCE OR ADDL NOTE

(SEE ALSO BID QUANTITIES TABLE)

LEGEND:

1. EXISTING CONDITIONS SHOWN ON THESE DOCUMENTS ARE FOR

REFERENCE ONLY AND WERE OBTAINED FROM THE PARKING DECK

CONSTRUCTION DOCUMENTS OR PREVIOUS REPAIR DOCUMENTS.

REFER TO NOTE 1.06 ON G002. ACTUAL CONDITIONS AT THE GARAGE

MAY DIFFER FROM THE INFORMATION SHOWN. CONTRACTOR IS TO

VERIFY EXISTING INFORMATION AND NOTIFY THE ENGINEER

IMMEDIATELY OF ANY DISCREPANCIES.

2. NEW ANNOTATIONS AND LINEWORK HAVE BEEN PRODUCED IN COLOR

TO FACILITATE ILUSTRATION AND DELINEATION OF THE SCOPE OF

WORK. PLAN NOTES AND PLAN VIEW COMMENTS SHOWN IN BLACK ARE

FROM THE ORIGINAL CONSTRUCTION DOCUMENTS AND WERE NOT

PREPARED BY KIMLEY-HORN. ALL NEW PLAN NOTES AND COMMENTS

ARE SHOWN IN RED. DETAILS USE BLACK AND RED ANNOTATIONS TO

FACILITATE ILLUSTRATION.

3. CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD MARK ALL

REPAIRS PRIOR TO STARTING WORK IN ACCORDANCE WITH

SPECIFICATIONS AND/OR REPRESENTATIVE IMAGES/LOCATIONS OF

REPAIR ITEMS.

4. COORDINATE LOCATIONS AND EXTENT OF REPAIRS WITH ENGINEER

PRIOR TO COMMENCING WITH REPAIRS.

5. PHASING OF REPAIRS IS NOT INDICATED ON THESE PLANS, BUT

ILLUSTRATIVE PHASING IS SHOWN ON SHEETS G201 TO G202.

CONTRACTOR TO SUBMIT PHASING PLANS IN ACCORDANCE WITH

SPECIFICATIONS.

6. REFER TO SHEET G002 GENERAL NOTES AND G003 REPAIR TYPES AND

BID QUANTITIES FOR ADDITIONAL DESCRIPTION OF REPAIR ITEMS.

7. STRIPING PLAN OR STRUCTURAL PLAN SHOWN MAY NOT BE

CONSISTENT WITH THE EXISTING CONDITIONS IN THE PARKING DECK.

GENERAL RESTORATION NOTES:

A. LOCATION INDICATED ON PLAN MAY NOT REPRESENT ALL LOCATIONS OF THIS REPAIR. FINAL

LOCATIONS AND EXTENTS TO BE COORDINATED WITH THE ENGINEER PRIOR TO

CONSTRUCTION/REPAIR.

B. MARK AREAS OF REMOVAL ON FLOORS, WALLS, AND CEILINGS SQUARE. BOUNDARIES SHOULD

BE LEVEL AND PLUMB UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

C. REPLACE TRAFFIC COATING MEMBRANE LOCALLY AT EXISTING DISTRESSED MEMBRANE.

REPLACE TRAFFIC COATING MEMBRANE AFTER CONCRETE AND JOINT SEALANT REPAIRS HAVE

BEEN COMPLETED, IF APPLICABLE. FOLLOWING TRAFFIC COATING MEMBRANE APPLICATION,

RESTRIPE TRAFFIC MARKINGS TO MATCH EXISTING LAYOUT.

D. AT TOP OF RETAINING WALL, LEAVE 1" MINIMUM BETWEEN AT TOP OF WALL/REPAIR MATERIAL

AND PRECAST L-BEAM ABOVE. FILL VOID WITH AN APPROVED JOINT SEALANT OR FLEXIBLE

JOINT FILLER MATERIAL.

E. REPLACE JOINT SEALANT AT ALL PRECAST DOUBLE TEE AND CAST-IN-PLACE WASH

INTERFACES. THIS INCLUDES AT SPANDREL OR WALL FACES, AT DRAIN INLETS, ETC.

REPAIR KEYNOTES:

PROJECT NO:

DATE:

SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

NO: DATE DRAWING ISSUE DESCRIPTION

This document is an instrument of service prepared solely for Kimley-Horn's client and for a particular purpose. Any other use or reliance is without liability to Kimley-Horn.

SEALS

CLIENT PROJECT INFO

802 GERVAIS STREET

SUITE 201

COLUMBIA, SC 29201

PHONE: 803.403.8558

As indicated

/3

/2

:0

:2

P

M A u to d e s k D o c s

/0 C it y o f R o c k H ill F

Y /0

C it y o f R o c k H ill F

Y R e p a ir

P la n s R

.r v t

S102

ZJJ

CITY OF

ROCK HILL

FY27

PARKING

DECK

REPAIRS

JSH

CMI

015483050

07/15/2026

ISSUED FOR PERMIT

BLACK STREET

LEVEL P1

ROCK HILL, SC

©2025

SCALE: 1/16" = 1'-0"S102

1 BLACK STREET LEVEL P1 TOPSIDE

SCALE: 1/16" = 1'-0"S102

2 BLACK STREET LEVEL P1 UNDERSIDE

ITEM NO REPAIR NAME QUANTITY UNIT SPEC DETAIL REPAIR KEYNOTES

BLACK STREET - LEVEL P2 TOPSIDE

ST.02

REPAIR SHALLOW VERTICAL/OVERHEAD SPALLS, DELAMINATIONS, AND

EXPOSED REINFORCEMENT

75 SF 079200 1/S500 & 2/S500 A, B

ITEM NO REPAIR NAME QUANTITY UNIT SPEC DETAIL REPAIR KEYNOTES

BLACK STREET - LEVEL P2 UNDERSIDE

B

A

2 3 4 5 6

C

45'-1" 18'-0" 36'-0" 30'-0" 28'-1"

157'-2"

APPROXIMATE LOCATION OF CHAIN LINK FENCE

TO BE INSTALLED FOR REPAIR ST.XX

REPAIR NAME

(SEE BID QUANTITIES TABLE)X.X

X

KEYNOTE REFERENCE OR ADDL NOTE

(SEE ALSO BID QUANTITIES TABLE)

LEGEND:

1. EXISTING CONDITIONS SHOWN ON THESE DOCUMENTS ARE FOR

REFERENCE ONLY AND WERE OBTAINED FROM THE PARKING DECK

CONSTRUCTION DOCUMENTS OR PREVIOUS REPAIR DOCUMENTS.

REFER TO NOTE 1.06 ON G002. ACTUAL CONDITIONS AT THE GARAGE

MAY DIFFER FROM THE INFORMATION SHOWN. CONTRACTOR IS TO

VERIFY EXISTING INFORMATION AND NOTIFY THE ENGINEER

IMMEDIATELY OF ANY DISCREPANCIES.

2. NEW ANNOTATIONS AND LINEWORK HAVE BEEN PRODUCED IN COLOR

TO FACILITATE ILUSTRATION AND DELINEATION OF THE SCOPE OF

WORK. PLAN NOTES AND PLAN VIEW COMMENTS SHOWN IN BLACK ARE

FROM THE ORIGINAL CONSTRUCTION DOCUMENTS AND WERE NOT

PREPARED BY KIMLEY-HORN. ALL NEW PLAN NOTES AND COMMENTS

ARE SHOWN IN RED. DETAILS USE BLACK AND RED ANNOTATIONS TO

FACILITATE ILLUSTRATION.

3. CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD MARK ALL

REPAIRS PRIOR TO STARTING WORK IN ACCORDANCE WITH

SPECIFICATIONS AND/OR REPRESENTATIVE IMAGES/LOCATIONS OF

REPAIR ITEMS.

4. COORDINATE LOCATIONS AND EXTENT OF REPAIRS WITH ENGINEER

PRIOR TO COMMENCING WITH REPAIRS.

5. PHASING OF REPAIRS IS NOT INDICATED ON THESE PLANS, BUT

ILLUSTRATIVE PHASING IS SHOWN ON SHEETS G201 TO G202.

CONTRACTOR TO SUBMIT PHASING PLANS IN ACCORDANCE WITH

SPECIFICATIONS.

6. REFER TO SHEET G002 GENERAL NOTES AND G003 REPAIR TYPES AND

BID QUANTITIES FOR ADDITIONAL DESCRIPTION OF REPAIR ITEMS.

7. STRIPING PLAN OR STRUCTURAL PLAN SHOWN MAY NOT BE

CONSISTENT WITH THE EXISTING CONDITIONS IN THE PARKING DECK.

GENERAL RESTORATION NOTES:

A. LOCATION INDICATED ON PLAN MAY NOT REPRESENT ALL LOCATIONS OF THIS REPAIR. FINAL

LOCATIONS AND EXTENTS TO BE COORDINATED WITH THE ENGINEER PRIOR TO

CONSTRUCTION/REPAIR.

B. MARK AREAS OF REMOVAL ON FLOORS, WALLS, AND CEILINGS SQUARE. BOUNDARIES SHOULD

BE LEVEL AND PLUMB UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

C. REPLACE TRAFFIC COATING MEMBRANE LOCALLY AT EXISTING DISTRESSED MEMBRANE.

REPLACE TRAFFIC COATING MEMBRANE AFTER CONCRETE AND JOINT SEALANT REPAIRS HAVE

BEEN COMPLETED, IF APPLICABLE. FOLLOWING TRAFFIC COATING MEMBRANE APPLICATION,

RESTRIPE TRAFFIC MARKINGS TO MATCH EXISTING LAYOUT.

D. AT TOP OF RETAINING WALL, LEAVE 1" MINIMUM BETWEEN AT TOP OF WALL/REPAIR MATERIAL

AND PRECAST L-BEAM ABOVE. FILL VOID WITH AN APPROVED JOINT SEALANT OR FLEXIBLE

JOINT FILLER MATERIAL.

E. REPLACE JOINT SEALANT AT ALL PRECAST DOUBLE TEE AND CAST-IN-PLACE WASH

INTERFACES. THIS INCLUDES AT SPANDREL OR WALL FACES, AT DRAIN INLETS, ETC.

REPAIR KEYNOTES:

PROJECT NO:

DATE:

SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

NO: DATE DRAWING ISSUE DESCRIPTION

This document is an instrument of service prepared solely for Kimley-Horn's client and for a particular purpose. Any other use or reliance is without liability to Kimley-Horn.

SEALS

CLIENT PROJECT INFO

802 GERVAIS STREET

SUITE 201

COLUMBIA, SC 29201

PHONE: 803.403.8558

As indicated

/3

/2

:0

:3

P

M A u to d e s k D o c s

/0 C it y o f R o c k H ill F

Y /0

C it y o f R o c k H ill F

Y R e p a ir

P la n s R

.r v t

S201

ZJJ

CITY OF

ROCK HILL

FY27

PARKING

DECK

REPAIRS

JSH

CMI

015483050

07/15/2026

ISSUED FOR PERMIT

FOUNTAIN PARK

LEVEL P1

ROCK HILL, SC

©2025

SCALE: 1/16" = 1'-0"S201

1 FOUNTAIN PARK LEVEL P1 TOPSIDE

ITEM NO REPAIR NAME QUANTITY UNIT SPEC DETAIL REPAIR KEYNOTES

FOUNTAIN PARK - LEVEL P1

UP UP

B

A

2 3 4 5 6

C

45'-1" 18'-0" 36'-0" 30'-0" 28'-1"

157'-2"

B

A

2 3 4 5 6

C

45'-1" 18'-0" 36'-0" 30'-0" 28'-1"

157'-2"

APPROXIMATE LOCATION OF CHAIN LINK FENCE

TO BE INSTALLED FOR REPAIR ST.XX

REPAIR NAME

(SEE BID QUANTITIES TABLE)X.X

X

KEYNOTE REFERENCE OR ADDL NOTE

(SEE ALSO BID QUANTITIES TABLE)

LEGEND:

1. EXISTING CONDITIONS SHOWN ON THESE DOCUMENTS ARE FOR

REFERENCE ONLY AND WERE OBTAINED FROM THE PARKING DECK

CONSTRUCTION DOCUMENTS OR PREVIOUS REPAIR DOCUMENTS.

REFER TO NOTE 1.06 ON G002. ACTUAL CONDITIONS AT THE GARAGE

MAY DIFFER FROM THE INFORMATION SHOWN. CONTRACTOR IS TO

VERIFY EXISTING INFORMATION AND NOTIFY THE ENGINEER

IMMEDIATELY OF ANY DISCREPANCIES.

2. NEW ANNOTATIONS AND LINEWORK HAVE BEEN PRODUCED IN COLOR

TO FACILITATE ILUSTRATION AND DELINEATION OF THE SCOPE OF

WORK. PLAN NOTES AND PLAN VIEW COMMENTS SHOWN IN BLACK ARE

FROM THE ORIGINAL CONSTRUCTION DOCUMENTS AND WERE NOT

PREPARED BY KIMLEY-HORN. ALL NEW PLAN NOTES AND COMMENTS

ARE SHOWN IN RED. DETAILS USE BLACK AND RED ANNOTATIONS TO

FACILITATE ILLUSTRATION.

3. CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD MARK ALL

REPAIRS PRIOR TO STARTING WORK IN ACCORDANCE WITH

SPECIFICATIONS AND/OR REPRESENTATIVE IMAGES/LOCATIONS OF

REPAIR ITEMS.

4. COORDINATE LOCATIONS AND EXTENT OF REPAIRS WITH ENGINEER

PRIOR TO COMMENCING WITH REPAIRS.

5. PHASING OF REPAIRS IS NOT INDICATED ON THESE PLANS, BUT

ILLUSTRATIVE PHASING IS SHOWN ON SHEETS G201 TO G202.

CONTRACTOR TO SUBMIT PHASING PLANS IN ACCORDANCE WITH

SPECIFICATIONS.

6. REFER TO SHEET G002 GENERAL NOTES AND G003 REPAIR TYPES AND

BID QUANTITIES FOR ADDITIONAL DESCRIPTION OF REPAIR ITEMS.

7. STRIPING PLAN OR STRUCTURAL PLAN SHOWN MAY NOT BE

CONSISTENT WITH THE EXISTING CONDITIONS IN THE PARKING DECK.

GENERAL RESTORATION NOTES:

A. LOCATION INDICATED ON PLAN MAY NOT REPRESENT ALL LOCATIONS OF THIS REPAIR. FINAL

LOCATIONS AND EXTENTS TO BE COORDINATED WITH THE ENGINEER PRIOR TO

CONSTRUCTION/REPAIR.

B. MARK AREAS OF REMOVAL ON FLOORS, WALLS, AND CEILINGS SQUARE. BOUNDARIES SHOULD

BE LEVEL AND PLUMB UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

C. REPLACE TRAFFIC COATING MEMBRANE LOCALLY AT EXISTING DISTRESSED MEMBRANE.

REPLACE TRAFFIC COATING MEMBRANE AFTER CONCRETE AND JOINT SEALANT REPAIRS HAVE

BEEN COMPLETED, IF APPLICABLE. FOLLOWING TRAFFIC COATING MEMBRANE APPLICATION,

RESTRIPE TRAFFIC MARKINGS TO MATCH EXISTING LAYOUT.

D. AT TOP OF RETAINING WALL, LEAVE 1" MINIMUM BETWEEN AT TOP OF WALL/REPAIR MATERIAL

AND PRECAST L-BEAM ABOVE. FILL VOID WITH AN APPROVED JOINT SEALANT OR FLEXIBLE

JOINT FILLER MATERIAL.

E. REPLACE JOINT SEALANT AT ALL PRECAST DOUBLE TEE AND CAST-IN-PLACE WASH

INTERFACES. THIS INCLUDES AT SPANDREL OR WALL FACES, AT DRAIN INLETS, ETC.

REPAIR KEYNOTES:

PROJECT NO:

DATE:

SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

NO: DATE DRAWING ISSUE DESCRIPTION

This document is an instrument of service prepared solely for Kimley-Horn's client and for a particular purpose. Any other use or reliance is without liability to Kimley-Horn.

SEALS

CLIENT PROJECT INFO

802 GERVAIS STREET

SUITE 201

COLUMBIA, SC 29201

PHONE: 803.403.8558

As indicated

/3

/2

:0

:3

P

M A u to d e s k D o c s

/0 C it y o f R o c k H ill F

Y /0

C it y o f R o c k H ill F

Y R e p a ir

P la n s R

.r v t

S202

ZJJ

CITY OF

ROCK HILL

FY27

PARKING

DECK

REPAIRS

JSH

CMI

015483050

07/15/2026

ISSUED FOR PERMIT

FOUNTAIN PARK

LEVEL P2

ROCK HILL, SC

©2025

SCALE: 1/16" = 1'-0"S202

1 FOUNTAIN PARK LEVEL P2 TOPSIDE

SCALE: 1/16" = 1'-0"S202

2 FOUNTAIN PARK LEVEL P2 UNDERSIDE

ITEM NO REPAIR NAME QUANTITY UNIT SPEC DETAIL REPAIR KEYNOTES

FOUNTAIN PARK - LEVEL P2

A

2 3 4 5 6

C

45'-1" 18'-0" 36'-0" 30'-0" 28'-1"

157'-2"

ST.05

B

A

2 3 4 5 6

C

45'-1" 18'-0" 36'-0" 30'-0" 28'-1"

157'-2"

APPROXIMATE LOCATION OF CHAIN LINK FENCE

TO BE INSTALLED FOR REPAIR ST.XX

REPAIR NAME

(SEE BID QUANTITIES TABLE)X.X

X

KEYNOTE REFERENCE OR ADDL NOTE

(SEE ALSO BID QUANTITIES TABLE)

LEGEND:

1. EXISTING CONDITIONS SHOWN ON THESE DOCUMENTS ARE FOR

REFERENCE ONLY AND WERE OBTAINED FROM THE PARKING DECK

CONSTRUCTION DOCUMENTS OR PREVIOUS REPAIR DOCUMENTS.

REFER TO NOTE 1.06 ON G002. ACTUAL CONDITIONS AT THE GARAGE

MAY DIFFER FROM THE INFORMATION SHOWN. CONTRACTOR IS TO

VERIFY EXISTING INFORMATION AND NOTIFY THE ENGINEER

IMMEDIATELY OF ANY DISCREPANCIES.

2. NEW ANNOTATIONS AND LINEWORK HAVE BEEN PRODUCED IN COLOR

TO FACILITATE ILUSTRATION AND DELINEATION OF THE SCOPE OF

WORK. PLAN NOTES AND PLAN VIEW COMMENTS SHOWN IN BLACK ARE

FROM THE ORIGINAL CONSTRUCTION DOCUMENTS AND WERE NOT

PREPARED BY KIMLEY-HORN. ALL NEW PLAN NOTES AND COMMENTS

ARE SHOWN IN RED. DETAILS USE BLACK AND RED ANNOTATIONS TO

FACILITATE ILLUSTRATION.

3. CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD MARK ALL

REPAIRS PRIOR TO STARTING WORK IN ACCORDANCE WITH

SPECIFICATIONS AND/OR REPRESENTATIVE IMAGES/LOCATIONS OF

REPAIR ITEMS.

4. COORDINATE LOCATIONS AND EXTENT OF REPAIRS WITH ENGINEER

PRIOR TO COMMENCING WITH REPAIRS.

5. PHASING OF REPAIRS IS NOT INDICATED ON THESE PLANS, BUT

ILLUSTRATIVE PHASING IS SHOWN ON SHEETS G201 TO G202.

CONTRACTOR TO SUBMIT PHASING PLANS IN ACCORDANCE WITH

SPECIFICATIONS.

6. REFER TO SHEET G002 GENERAL NOTES AND G003 REPAIR TYPES AND

BID QUANTITIES FOR ADDITIONAL DESCRIPTION OF REPAIR ITEMS.

7. STRIPING PLAN OR STRUCTURAL PLAN SHOWN MAY NOT BE

CONSISTENT WITH THE EXISTING CONDITIONS IN THE PARKING DECK.

GENERAL RESTORATION NOTES:

A. LOCATION INDICATED ON PLAN MAY NOT REPRESENT ALL LOCATIONS OF THIS REPAIR. FINAL

LOCATIONS AND EXTENTS TO BE COORDINATED WITH THE ENGINEER PRIOR TO

CONSTRUCTION/REPAIR.

B. MARK AREAS OF REMOVAL ON FLOORS, WALLS, AND CEILINGS SQUARE. BOUNDARIES SHOULD

BE LEVEL AND PLUMB UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

C. REPLACE TRAFFIC COATING MEMBRANE LOCALLY AT EXISTING DISTRESSED MEMBRANE.

REPLACE TRAFFIC COATING MEMBRANE AFTER CONCRETE AND JOINT SEALANT REPAIRS HAVE

BEEN COMPLETED, IF APPLICABLE. FOLLOWING TRAFFIC COATING MEMBRANE APPLICATION,

RESTRIPE TRAFFIC MARKINGS TO MATCH EXISTING LAYOUT.

D. AT TOP OF RETAINING WALL, LEAVE 1" MINIMUM BETWEEN AT TOP OF WALL/REPAIR MATERIAL

AND PRECAST L-BEAM ABOVE. FILL VOID WITH AN APPROVED JOINT SEALANT OR FLEXIBLE

JOINT FILLER MATERIAL.

E. REPLACE JOINT SEALANT AT ALL PRECAST DOUBLE TEE AND CAST-IN-PLACE WASH

INTERFACES. THIS INCLUDES AT SPANDREL OR WALL FACES, AT DRAIN INLETS, ETC.

REPAIR KEYNOTES:

PROJECT NO:

DATE:

SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

NO: DATE DRAWING ISSUE DESCRIPTION

This document is an instrument of service prepared solely for Kimley-Horn's client and for a particular purpose. Any other use or reliance is without liability to Kimley-Horn.

SEALS

CLIENT PROJECT INFO

802 GERVAIS STREET

SUITE 201

COLUMBIA, SC 29201

PHONE: 803.403.8558

As indicated

/3

/2

:0

:3

P

M A u to d e s k D o c s

/0 C it y o f R o c k H ill F

Y /0

C it y o f R o c k H ill F

Y R e p a ir

P la n s R

.r v t

S203

ZJJ

CITY OF

ROCK HILL

FY27

PARKING

DECK

REPAIRS

JSH

CMI

015483050

07/15/2026

ISSUED FOR PERMIT

FOUNTAIN PARK

LEVEL P3

ROCK HILL, SC

©2025

SCALE: 1/16" = 1'-0"S203

1 FOUNTAIN PARK LEVEL P3 TOPSIDE

SCALE: 1/16" = 1'-0"S203

2 FOUNTAIN PARK LEVEL P3 UNDERSIDE

ST.05 REPAIR CONCRETE CRACKS (ROUTE AND SEAL) 10 LF 079200 5/S500 A

ITEM NO REPAIR NAME QUANTITY UNIT SPEC DETAIL REPAIR KEYNOTES

FOUNTAIN PARK - LEVEL P3

A

2 3 4 5 6

C

45'-1" 18'-0" 36'-0" 30'-0" 28'-1"

157'-2"

O.01

O.01

B

A

2 3 4 5 6

C

45'-1" 18'-0" 36'-0" 30'-0" 28'-1"

157'-2"

APPROXIMATE LOCATION OF CHAIN LINK FENCE

TO BE INSTALLED FOR REPAIR ST.XX

REPAIR NAME

(SEE BID QUANTITIES TABLE)X.X

X

KEYNOTE REFERENCE OR ADDL NOTE

(SEE ALSO BID QUANTITIES TABLE)

LEGEND:

1. EXISTING CONDITIONS SHOWN ON THESE DOCUMENTS ARE FOR

REFERENCE ONLY AND WERE OBTAINED FROM THE PARKING DECK

CONSTRUCTION DOCUMENTS OR PREVIOUS REPAIR DOCUMENTS.

REFER TO NOTE 1.06 ON G002. ACTUAL CONDITIONS AT THE GARAGE

MAY DIFFER FROM THE INFORMATION SHOWN. CONTRACTOR IS TO

VERIFY EXISTING INFORMATION AND NOTIFY THE ENGINEER

IMMEDIATELY OF ANY DISCREPANCIES.

2. NEW ANNOTATIONS AND LINEWORK HAVE BEEN PRODUCED IN COLOR

TO FACILITATE ILUSTRATION AND DELINEATION OF THE SCOPE OF

WORK. PLAN NOTES AND PLAN VIEW COMMENTS SHOWN IN BLACK ARE

FROM THE ORIGINAL CONSTRUCTION DOCUMENTS AND WERE NOT

PREPARED BY KIMLEY-HORN. ALL NEW PLAN NOTES AND COMMENTS

ARE SHOWN IN RED. DETAILS USE BLACK AND RED ANNOTATIONS TO

FACILITATE ILLUSTRATION.

3. CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD MARK ALL

REPAIRS PRIOR TO STARTING WORK IN ACCORDANCE WITH

SPECIFICATIONS AND/OR REPRESENTATIVE IMAGES/LOCATIONS OF

REPAIR ITEMS.

4. COORDINATE LOCATIONS AND EXTENT OF REPAIRS WITH ENGINEER

PRIOR TO COMMENCING WITH REPAIRS.

5. PHASING OF REPAIRS IS NOT INDICATED ON THESE PLANS, BUT

ILLUSTRATIVE PHASING IS SHOWN ON SHEETS G201 TO G202.

CONTRACTOR TO SUBMIT PHASING PLANS IN ACCORDANCE WITH

SPECIFICATIONS.

6. REFER TO SHEET G002 GENERAL NOTES AND G003 REPAIR TYPES AND

BID QUANTITIES FOR ADDITIONAL DESCRIPTION OF REPAIR ITEMS.

7. STRIPING PLAN OR STRUCTURAL PLAN SHOWN MAY NOT BE

CONSISTENT WITH THE EXISTING CONDITIONS IN THE PARKING DECK.

GENERAL RESTORATION NOTES:

A. LOCATION INDICATED ON PLAN MAY NOT REPRESENT ALL LOCATIONS OF THIS REPAIR. FINAL

LOCATIONS AND EXTENTS TO BE COORDINATED WITH THE ENGINEER PRIOR TO

CONSTRUCTION/REPAIR.

B. MARK AREAS OF REMOVAL ON FLOORS, WALLS, AND CEILINGS SQUARE. BOUNDARIES SHOULD

BE LEVEL AND PLUMB UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

C. REPLACE TRAFFIC COATING MEMBRANE LOCALLY AT EXISTING DISTRESSED MEMBRANE.

REPLACE TRAFFIC COATING MEMBRANE AFTER CONCRETE AND JOINT SEALANT REPAIRS HAVE

BEEN COMPLETED, IF APPLICABLE. FOLLOWING TRAFFIC COATING MEMBRANE APPLICATION,

RESTRIPE TRAFFIC MARKINGS TO MATCH EXISTING LAYOUT.

D. AT TOP OF RETAINING WALL, LEAVE 1" MINIMUM BETWEEN AT TOP OF WALL/REPAIR MATERIAL

AND PRECAST L-BEAM ABOVE. FILL VOID WITH AN APPROVED JOINT SEALANT OR FLEXIBLE

JOINT FILLER MATERIAL.

E. REPLACE JOINT SEALANT AT ALL PRECAST DOUBLE TEE AND CAST-IN-PLACE WASH

INTERFACES. THIS INCLUDES AT SPANDREL OR WALL FACES, AT DRAIN INLETS, ETC.

REPAIR KEYNOTES:

PROJECT NO:

DATE:

SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

NO: DATE DRAWING ISSUE DESCRIPTION

This document is an instrument of service prepared solely for Kimley-Horn's client and for a particular purpose. Any other use or reliance is without liability to Kimley-Horn.

SEALS

CLIENT PROJECT INFO

802 GERVAIS STREET

SUITE 201

COLUMBIA, SC 29201

PHONE: 803.403.8558

As indicated

/3

/2

:0

:3

P

M A u to d e s k D o c s

/0 C it y o f R o c k H ill F

Y /0

C it y o f R o c k H ill F

Y R e p a ir

P la n s R

.r v t

S204

ZJJ

CITY OF

ROCK HILL

FY27

PARKING

DECK

REPAIRS

JSH

CMI

015483050

07/15/2026

ISSUED FOR PERMIT

FOUNTAIN PARK

LEVEL P4

ROCK HILL, SC

©2025

SCALE: 1/16" = 1'-0"S204

1 FOUNTAIN PARK LEVEL P4 TOPSIDE

SCALE: 1/16" = 1'-0"S204

2 FOUNTAIN PARK LEVEL P4 UNDERSIDE

O.01 REPLACE FENCING AT EXISTING BARRIER CABLES 168 LF 323113 17/S510

ITEM NO REPAIR NAME QUANTITY UNIT SPEC DETAIL REPAIR KEYNOTES

FOUNTAIN PARK - LEVEL P4

A

2 3 4 5 6 7 8 9

C

D

E

1.3

W.02

APPROXIMATE LOCATION OF CHAIN LINK FENCE

TO BE INSTALLED FOR REPAIR ST.XX

REPAIR NAME

(SEE BID QUANTITIES TABLE)X.X

X

KEYNOTE REFERENCE OR ADDL NOTE

(SEE ALSO BID QUANTITIES TABLE)

LEGEND:

1. EXISTING CONDITIONS SHOWN ON THESE DOCUMENTS ARE FOR

REFERENCE ONLY AND WERE OBTAINED FROM THE PARKING DECK

CONSTRUCTION DOCUMENTS OR PREVIOUS REPAIR DOCUMENTS.

REFER TO NOTE 1.06 ON G002. ACTUAL CONDITIONS AT THE GARAGE

MAY DIFFER FROM THE INFORMATION SHOWN. CONTRACTOR IS TO

VERIFY EXISTING INFORMATION AND NOTIFY THE ENGINEER

IMMEDIATELY OF ANY DISCREPANCIES.

2. NEW ANNOTATIONS AND LINEWORK HAVE BEEN PRODUCED IN COLOR

TO FACILITATE ILUSTRATION AND DELINEATION OF THE SCOPE OF

WORK. PLAN NOTES AND PLAN VIEW COMMENTS SHOWN IN BLACK ARE

FROM THE ORIGINAL CONSTRUCTION DOCUMENTS AND WERE NOT

PREPARED BY KIMLEY-HORN. ALL NEW PLAN NOTES AND COMMENTS

ARE SHOWN IN RED. DETAILS USE BLACK AND RED ANNOTATIONS TO

FACILITATE ILLUSTRATION.

3. CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD MARK ALL

REPAIRS PRIOR TO STARTING WORK IN ACCORDANCE WITH

SPECIFICATIONS AND/OR REPRESENTATIVE IMAGES/LOCATIONS OF

REPAIR ITEMS.

4. COORDINATE LOCATIONS AND EXTENT OF REPAIRS WITH ENGINEER

PRIOR TO COMMENCING WITH REPAIRS.

5. PHASING OF REPAIRS IS NOT INDICATED ON THESE PLANS, BUT

ILLUSTRATIVE PHASING IS SHOWN ON SHEETS G201 TO G202.

CONTRACTOR TO SUBMIT PHASING PLANS IN ACCORDANCE WITH

SPECIFICATIONS.

6. REFER TO SHEET G002 GENERAL NOTES AND G003 REPAIR TYPES AND

BID QUANTITIES FOR ADDITIONAL DESCRIPTION OF REPAIR ITEMS.

7. STRIPING PLAN OR STRUCTURAL PLAN SHOWN MAY NOT BE

CONSISTENT WITH THE EXISTING CONDITIONS IN THE PARKING DECK.

GENERAL RESTORATION NOTES:

A. LOCATION INDICATED ON PLAN MAY NOT REPRESENT ALL LOCATIONS OF THIS REPAIR. FINAL

LOCATIONS AND EXTENTS TO BE COORDINATED WITH THE ENGINEER PRIOR TO

CONSTRUCTION/REPAIR.

B. MARK AREAS OF REMOVAL ON FLOORS, WALLS, AND CEILINGS SQUARE. BOUNDARIES SHOULD

BE LEVEL AND PLUMB UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

C. REPLACE TRAFFIC COATING MEMBRANE LOCALLY AT EXISTING DISTRESSED MEMBRANE.

REPLACE TRAFFIC COATING MEMBRANE AFTER CONCRETE AND JOINT SEALANT REPAIRS HAVE

BEEN COMPLETED, IF APPLICABLE. FOLLOWING TRAFFIC COATING MEMBRANE APPLICATION,

RESTRIPE TRAFFIC MARKINGS TO MATCH EXISTING LAYOUT.

D. AT TOP OF…