Addendum One .pdf

COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-166-26

FOR: Security Fence Addition Kentucky State Penitentiary Department of Corrections Eddyville, Kentucky

DATE: January 6, 2026

RFB-785-2600000294

ADDENDUM NO. One (1)

BIDDER SHALL CONFORM TO THE FOLLOWING CHANGES AS SAME SHALL BECOME BINDING

UPON THE CONTRACT TO BE ISSUED IN RESPONSE TO THIS INVITATION TO BID.

Item 1: Refer to attached addendum for all additions, deletions, and/or changes to specifications and/or drawings.

END OF ADDENDUM

Invitation to Bid No. RFB-166-26 For: Security Fence Addition Kentucky State Penitentiary Department of Corrections Eddyville, Kentucky

Susan Ward, Statewide Procurement Analyst II Division of Engineering and Contract Administration

D i f f erent by Des i gn – B u i l t on Expe r i enc e

SECURITY FENCE ADDITION

Kentucky State Penitentiary 266 Water Street Eddyville, KY 42038

Addendum Number One

05 January 2026

Project #: 527-CAL7-SR50-00

TO ALL BIDDERS OF RECORD AND ALL REGULATORY AGENCIES

This Addendum forms part of the Contract Documents and modifies the Project Manual and the Construction Drawings dated 21 November 2025. Acknowledge receipt of this Addendum in Proposal. Failure to do so may subject Bidder to disqualification.

1.1 Reference: Specifications

A. Section 040342 – Historic Stone Masonry Repair

1) Add Section 040342 to Project Manual.

B. Section 040343 – Historic Stone Masonry Repointing

1) Add Section 040342 to Project Manual.

C. Section 323113.53 - High-Security Chain Link Fences and Gates

1) Revise Paragraph 2.3.A.1 to read Fence Height: As indicated on Drawings.

1.2 Reference: Drawings

Structural Drawings – Replace all structural drawings in their entirety.

A. Sheet S001 – General Notes

1) Revise notes.

B. Sheet S101 – Existing Stone Wall Repair Plan

1) Revise column heading on Repair Schedule

2) Revise repair schedule note 2.

3) Add repair schedule note 7.

C. Sheet S102 – Existing Stone Wall Repair

1) No revisions.

D. Sheet S103 – Existing Stone Wall Repair Details

1) Photo 2 – revise stone “replacement” keynote with stone repair.

2) Revise notes.

Shane D Wiles, AIA, LEED AP BD+C Architect 713 Architects, PLLC

1) GENERAL NOTES

a) SUBMITTALS

i) SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO ANY

FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS, INCLUDING THE

FOLLOWING: STONE REPAIR MORTARS, CONCRETE REPAIR MORTARS, EPOXY,

CONCRETE JOINT SEALANT, ELEVATION DRAWINGS SHOWING STONES TO BE

REPAIRED.

2) MISCELLANEOUS

a) NO CHANGE IN SIZE OF STRUCTURAL ELEMENTS OR MODIFICATION THEREOF SHALL BE

MADE, NOR ARE ANY OPENINGS OR SLEEVES THROUGH ANY STRUCTURAL ELEMENTS

PERMITTED, UNLESS DETAILED ON THE STRUCTURAL DRAWINGS.

b) NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER SPECIFICATIONS, GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE SHOWN FOR SIMILAR WORK.

3) CONTRACTOR RESPONSIBILITIES

a) MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE BUILDING CODE.

b) CONTRACT DRAWINGS ARE CONSIDERED TO BE PART OF THE CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF

ALL THE DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION.

ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT/ENGINEER PRIOR TO THE START OF CONSTRUCTION SO THAT A

CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE

CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE

CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR

ARCHITECT/ENGINEER.

c) VERIFY THE DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING

WORK. ANY DISCREPANCY BETWEEN SUCH DETAILS AND DIMENSIONS AS MAY OCCUR

SHALL BE REPORTED TO THE ARCHITECT/EOR FOR CLARIFICATION BEFORE

PROCEEDING WITH THE WORK.

d) DUE TO THE NATURE OF THE WORK, ALL DIMENSIONS AND/OR EXISTING DETAILS

SHOWN ON THE DRAWINGS THAT WILL IN ANY WAY AFFECT THE WORK SHALL BE

FIELD-VERIFIED PRIOR TO FABRICATION OF ANY MATERIALS. FIELD-VERIFICATION

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. IF THERE IS ANY QUESTION TO

THE INTENT OF THE WORK INDICATED, THE CONTRACTOR SHALL CLEAR THE QUESTION

WITH THE ARCHITECT/EOR.

e) THE CONTRACTOR SHALL BE AWARE THAT THE WORK INVOLVES REPAIR TO AN

EXISTING FACILITY THAT WILL REMAIN IN OPERATION DURING CONSTRUCTION. IT IS

THEREFORE MANDATORY FOR WORK THAT WILL IN ANY WAY AFFECT THE NORMAL

OPERATION OF THE FACILITY BE COORDINATED WITH THE OWNER.

f) NOTIFY, IN WRITING, THE ENGINEER OF CONDITIONS ENCOUNTERED IN THE FIELD

DIFFERENT FROM THOSE SHOWN IN THE STRUCTURAL DOCUMENTS.

g) THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE

FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE

CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY SHALL INCLUDE, BUT NOT

BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,

ETC. OBSERVATION VISITS TO THE SITE BY THE ENGINEER SHALL NOT INCLUDE

INSPECTION OF THE ABOVE ITEMS.

h) CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND SAFETY

OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC.

i) CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY

REGULATIONS.

j) CONTRACTOR SUBMITTALS/SHOP DRAWINGS

i) DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER; THEREFORE, THEY SHALL BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND

STAMP THE DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS,

TECHNIQUES, SEQUENCES, AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY

PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO.

ii) SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE

ORDERS. THE PURPOSE OF SHOP DRAWINGS SUBMITTALS IS TO DEMONSTRATE TO

THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY

INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED,

AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHOD. IF

ANY DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWINGS AND

THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP

DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE CONTRACT

DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED.

iii) REVIEW OF SUBMITTALS OR SHOP DRAWINGS BY THE ENGINEER DOES NOT

RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW AND CHECK

ALL SUBMITTALS AND SHOP DRAWINGS BEFORE SUBMITTING TO THE STRUCTURAL

ENGINEER. CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR THE ERRORS AND

OMISSIONS ASSOCIATED WITH THE PREPARATION OF SUBMITTALS AND SHOP

DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS

SPECIFIED IN THE CONTRACT DOCUMENT.

iv) DIMENSIONS NOTED AS PLUS OR MINUS (±) INDICATE UNVERIFIED DIMENSIONS

AND ARE APPROXIMATE. NOTIFY ARCHITECT IMMEDIATELY OF CONFLICTS OR

EXCESSIVE VARIATIONS FROM INDICATED DIMENSIONS. NOTED DIMENSIONS TAKE

PRECEDENCE OVER SCALED DIMENSIONS–DO NOT SCALE DRAWINGS. DIMENSIONS

OF EXISTING CONDITIONS MAY BE BASED ON RECORD DRAWINGS AND ARE TO BE

FIELD-VERIFIED BY THE CONTRACTOR.

RTA DATERTA DATE

DECA LOG #DECA LOG #

A&E FILE NO.A&E FILE NO.

CHECKED BYCHECKED BY

DRAWN BYDRAWN BY

DRAWING DATEDRAWING DATE

DRAWING INFORMATIONDRAWING INFORMATION

DRAWING NO.DRAWING NO.

AS BUILT DATEAS BUILT DATE

DATEDATEDESCRIPTION OF REVISIONSDESCRIPTION OF REVISIONS

REVISION HISTORY OF THIS DRAWINGREVISION HISTORY OF THIS DRAWING

DATEDATEDESCRIPTION OF REVISIONSDESCRIPTION OF REVISIONS

527-CAL7-SR50-00527-CAL7-SR50-00

COMMONWEALTH OF KENTUCKYCOMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINETFINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICESDEPARTMENT FOR FACILITIES AND SUPPORT SERVICES DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATIONDIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKYFRANKFORT, KENTUCKY

713 Architects, PLLC 9700 Park Plaza Avenue Suite 201 Louisville, KY 40241

500 W Jefferson Street, Suite 2200 Louisville, KY 40202 O: 502.325.0100 www.kpff.com

AS BUILT DATEAS BUILT DATE

S001

GENERAL NOTES

KENTUCKY STATE PENITENTIARY

SECURITY FENCE ADDITION

11/22/24

JP

YL

2200416

ADDENDUM 1 01/05/2026

1/5/

(E) STONE WALL TO BE REPAIRED

-APPOXIMATELY 20 FT TALL

CELL HOUSE #3

GUN TOWER @2

49'-4 3/4"

CELL HOUSE #6

BLDG #2

BLDG #1

ANNEX

CELL HOUSE #4

CELL HOUSE #5

CONTROL ROOM

GUN TOWER #4

222'-0 1/4"

GUN TOWER #5

GUN TOWER #6

440'-0''

(E)

GATE

(E)

GATE

GUN TOWER #3

GUN TOWER #8

GUN TOWER #7

209'-0" 245'-9 5/8"

4'

-5

/8

2'

-3

9'

-3

/8

70'-0" 440'-0''

WEST PRISON STONE

WALL

EAST PRISON STONE

WALL

0'

-0

N O

R

TH

NORTH PRISON STONE

WALL

LENGTH OF WALL DIMENSIONS ARE +/-, VERIFY IN FIELD

REPAIR SCHEDULE

SIDE

INSIDE

OUTSIDE

OUTSIDE

WALL

EAST

EAST

NORTH

CAP

JOINT

(LF)

PHOTO

3/S103

CONC CAP

SPALL (SF)

PHOTO

3/S103

CONC. CAP

CRACK (LF)

PHOTO

4/S103

3060INSIDE

NORTH

STONE

"REPAIR"

(EA.)

PHOTO

2/S103

1.

2.

3.

4.

5.

6.

7.

A.

B.

C.

REPOINT JOINT: 1/2'' THICK X4'' DEEP

FOR BIDDING PURPOSES ASSUME STONE REPAIR IS 4'' DEEP. EXISTING STONES ARE APPROX. 2 FT HIGH X 3 FT WIDE .

CAP JOINT; SAW-CUT 3/8'' WIDE DP. GROOVE IN TOP OF (E) CAP INSTALL BACKER ROD & SEALANT. DETAIL 6/S103 CONC. CAP SPALL: CUT OUT DETERIORATED CONCRETE PER TYPICAL REPAIR DETAIL AND PLACE STRUCTURAL PATCHING MATERIAL. DETAIL 8/S103

CRACK - EPOXY INJECT

ALL WORK TO BE COORDINATED AND PERFORMED IN ACCORDANCE WITH THE OWNER'S SAFETY AND SECURITY PROTOCOL.

"STONE REPAIR" - SPECIFICATIONS PROVIDE THREE DIFFERENT WAYS TO REPAIR THE STONE:

COMPLETE REPLACEMENT

"DUTCHMAN"

STONE REPAIR MORTAR

THE REPAIR METHOD IS AT THE CONTRACTOR'S OPTION

NOTES

WEST

WEST

INSIDE

OUTSIDE

REPOINT

(SF).

PHOTO

1/S103

TOTAL 26700 14 310 1535

NOTE:

1. VERIFY MEASUREMENTS AND CONDITIONS IN THE FIELD.

CONC CAP VOID (CF)

PHOTO 5/S103

SCALE: 1" = 40'-0"

EXISTING PRISON STONE WALL REPAIR PLAN1

RTA DATERTA DATE

DECA LOG #DECA LOG #

A&E FILE NO.A&E FILE NO.

CHECKED BYCHECKED BY

DRAWN BYDRAWN BY

DRAWING DATEDRAWING DATE

DRAWING INFORMATIONDRAWING INFORMATION

DRAWING NO.DRAWING NO.

AS BUILT DATEAS BUILT DATE

DATEDATEDESCRIPTION OF REVISIONSDESCRIPTION OF REVISIONS

REVISION HISTORY OF THIS DRAWINGREVISION HISTORY OF THIS DRAWING

DATEDATEDESCRIPTION OF REVISIONSDESCRIPTION OF REVISIONS

527-CAL7-SR50-00527-CAL7-SR50-00

COMMONWEALTH OF KENTUCKYCOMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINETFINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICESDEPARTMENT FOR FACILITIES AND SUPPORT SERVICES DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATIONDIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKYFRANKFORT, KENTUCKY

713 Architects, PLLC 9700 Park Plaza Avenue Suite 201 Louisville, KY 40241

500 W Jefferson Street, Suite 2200 Louisville, KY 40202 O: 502.325.0100 www.kpff.com

AS BUILT DATEAS BUILT DATE

S101

EXISTING STONE WALL REPAIR PLAN

KENTUCKY STATE PENITENTIARY

SECURITY FENCE ADDITION

11/22/24

JP

YL

2200416

ADDENDUM 1 01/05/2026

RTA DATERTA DATE

DECA LOG #DECA LOG #

A&E FILE NO.A&E FILE NO.

CHECKED BYCHECKED BY

DRAWN BYDRAWN BY

DRAWING DATEDRAWING DATE

DRAWING INFORMATIONDRAWING INFORMATION

DRAWING NO.DRAWING NO.

AS BUILT DATEAS BUILT DATE

DATEDATEDESCRIPTION OF REVISIONSDESCRIPTION OF REVISIONS

REVISION HISTORY OF THIS DRAWINGREVISION HISTORY OF THIS DRAWING

DATEDATEDESCRIPTION OF REVISIONSDESCRIPTION OF REVISIONS

527-CAL7-SR50-00527-CAL7-SR50-00

COMMONWEALTH OF KENTUCKYCOMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINETFINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICESDEPARTMENT FOR FACILITIES AND SUPPORT SERVICES DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATIONDIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKYFRANKFORT, KENTUCKY

713 Architects, PLLC 9700 Park Plaza Avenue Suite 201 Louisville, KY 40241

500 W Jefferson Street, Suite 2200 Louisville, KY 40202 O: 502.325.0100 www.kpff.com

AS BUILT DATEAS BUILT DATE

S102

EXISTING STONE WALL REPAIR

KENTUCKY STATE PENITENTIARY

SECURITY FENCE ADDITION

11/22/23

JP

YL

2200416

EAST WALL (INTERIOR) LOOKING NORTH1 EAST WALL (INTERIOR) LOOKING SOUTH2 NORTH WALL (INTERIOR) LOOKING WEST3 NORTH WALL (INTERIOR) LOOKING EAST4

WEST WALL (INTERIOR) LOOKING SOUTH5 WEST WALL (INTERIOR) LOOKING NORTH6 NORTH WALL (EXTERIOR) LOOKING SOUTHEAST7 WEST WALL (EXTERIOR) LOOKING NORTH8

WEST WALL (EXTERIOR) LOOKING SOUTH9 EAST WALL (EXTERIOR) LOOKING SOUTH10

NOTES:

1. SOUND CONCRETE BY CHAIN-DRAG TO LOCATE THE AREA OF UNSOUND/ DELAMINATION.

2. MARK PERIMETER OF REPAIR AREA ABOUT 2" BEYOND THE LOCATED UNSOUND/DELAMINATED AREA.

LAYOUT SHOULD BE SIMPLE GEOMETRIC SHAPE.

3. SAW-CUT PERIMETER OF REPAIR AREA 1/2" DEEP. DO NOT CUT (E) REINFORCING.

4. REMOVE LOOSE OR DELAMINATED CONCRETE WITH 15-LB MAX CHIPPING HAMMER ABOVE

OXIDIZED/CORRODED REINFORCING STEEL. ONCE INITIAL REMOVAL IS MADE, PROCEED WITH THE

UNDERCUTTING OF ALL EXPOSED OXIDIZED/CORRODED REINF. UNDERCUTTING IS TO PROVIDE

CLEARANCE FOR UNDER-BAR CLEANING, FULL REINF CIRCUMFERENCE BONDING TO SURROUNDING CONCRETE, AND TO SECURE THE PATCH STRUCTURALLY. PREPARE, AND IF REQUIRED, REPLACE REINF.

AS SPECIFIED.

5. PROVIDE MINIMUM 3/4" CLEARANCE BETWEEN EXPOSED REINF. AND SURROUNDING

CONCRETE OR 1/4" LARGER THAN THE LARGEST AGGREGATE SIZE IN THE REPAIR MIXTURE, WHICHEVER

IS GREATER.

6. CONCRETE REMOVAL SHALL EXTEND ALONG THE REINF. TO LOCATIONS ALONG THE REINF

FREE OF BOND INHIBITING CORROSION, AND WHERE THE REINF. IS WELL BONDED TO

SURROUNDING CONCRETE. SHOULD THE DEMOLISHED AREA EXCEED THE MARKED BOUNDARY, THE

NEW PERIMETER SHALL RECEIVE SAW CUT AS SPECIFIED ABOVE.

7. IF UNOXIDIZED REINFORCING STEEL IS EXPOSED DURING THE UNDERCUTTING PROCESS,

CARE SHALL BE TAKEN NOT TO DAMAGE THE REINFORCINGS BOND TO SURROUNDING CONCRETE.

IF BOND BETWEEN REINF. AND CONCRETE IS BROKEN, UNDERCUT REINF IN ACCORDANCE WITH THE

NOTES ABOVE.

8. ANY REINFORCEMENT WHICH IS LOOSE SHALL BE SECURED IN PLACE BY TYING TO OTHER

SECURED REINF OR BY ANCHORING EPOXY SET OF 1/4" Ø STAINLESS STEEL HOOK BARS

SPACED AT 12" MAXIMUM CENTERS.

9. WHERE PATCH DEPTH EXCEEDS 2",INSTALL 6X6-W4.0XW4.0 (58#) EPOXY COATED STEEL MESH IN THE PATCHED AREA WITH MINIMUM OF 1 1/2" COVER FROM TOP AND 3/4" FROM BOTTOM OF THE PATCH.

UNSOUND/DELAMINATED

EXISTING CONCRETE

A

LL

A R O

U N

D 1/

2" S

A W

C U

T

EXISTING

REINF.

SAW CUT AND REMOVE THE UNSOUND

CONCRETE.EXISTING

STONE

CONCRETE SURFACE PREPARATION & REPAIR DETAIL

EXISTING

CONCRETE CAP

2'' +/- TYP

(E) CONC. CAP

SAW-CUT JOINT 3/8" WIDE X 1"

DEEP, INSTALL BACKER ROD

AND SEALANT. EXTEND JOINT

AND SEALANT ALONG THE

SIDES OF CAP.

TOP OF CAP

TYPICAL CONCRETE REPAIR NOTES:

CRACK REPAIR:

PREPARE SUBSTRATE AND APPLY REPAIR PRODUCT AS PER MANUFACTURER

RECOMMENDATION/INSTRUCTION.

NON-STRUCTURAL CRACKS: HAIR LINE AND RANDOM CRACKS LESS THAN OR EQUAL TO 1/16" WIDE

THAT DOES NOT PENETRATE THE FULL THICKNESS OF THE CONCRETE

STRUCTURAL CRACK: ANY CRACK WIDER THAN 1/16" OR ANY CRACK THAT PENETRATES THE FULL

DEPTH OF THE CONCRETE.

A. HORIZONTAL NON-STRUCTURAL CRACK: ROUT & SEAL PER 7/S103

B. HORIZONTAL STRUCTURAL CRACK: PRESSURE INJECT CRACKS WITH EPOXY ADHESIVE. SET

INJECTION PORTS PER MANUFACTURER RECOMMENDATIONS. SEAL PORTS AND CRACKS

WITH EPOXY GEL.

C. VERTICAL NON-STRUCTURAL CRACK: ROUT AND SEAL PER DETAIL 7/S103

D. VERTICAL STRUCTURAL CRACK: REPAIR SAME AS HORIZONTAL STRUCTURAL CRACK.

E. GRIND SMOOTH PORTS AFTER EPOXY SETS.

VERTICAL SURFACE CONCRETE REPAIR:

A. SOUND AND PREPARE SURFACE SIMILAR TO 8/S103.

B. PRIME REINFORCEMENT WITH 2 COATS OF REINFORCEMENT RUST INHIBITOR. APPLY PER

PRODUCT DATA SHEET AND MANUFACTURERS INSTRUCTION. DO NOT APPLY TO THE

CONCRETE SUBSTRATE.

C. APPLY SCUB COAT OF CONCRETE REPAIR MORTAR (FOR VERTICAL REPAIR) INTO PREPARED

SURFACE AND WHILE THE SCUB COAT IS STILL WET APPLY THE CONCRETE REPAIR MORTAR

PER MANUFACTURER'S RECOMMENDATIONS.

FOR HORIZONTAL SURFACE CONCRETE REPAIR:

A. SOUND AND PREPARE SURFACE PER 8/S103

B. SAW CUT EDGES AND PREPARE CONCRETE AND REINFORCING STEEL FOR REPAIR. WHERE

REINFORCING STEEL WITH ACTIVE CORROSION IS ENCOUNTERED, SANDBLAST TO A WHITE

METAL FINISH TO REMOVE ALL CONTAMINANTS AND RUST.

C. PRIME REINFORCEMENT WITH 2 COATS OF RUST INHIBITOR. APPLY PER PRODUCT DATA

SHEET AND MANUFACTURERS INSTRUCTION. DO NOT APPLY RUST INHIBITOR. TO THE

CONCRETE SUBSTRATE.

D. APPLY SCUB COAT OF CONCRETE REPAIR MORTAR (FOR HORIZONTAL REPAIR) INTO

PREPARED SURFACE AND WHILE THE SCUB COAT IS STILL WET APPLY THE CONCRETE

REPAIR MORTAR PER MANUFACTURER'S RECOMMENDATIONS.

MATERIAL

A. EPOXY ADHESIVE-LOW PRESSURE INJECTION (SELECT 1 FROM BELOW OR PROVIDE EQUIVALENT)

1. SIKA - SIKADUR 52

2. SIMPSON - CI-LV

3. EMECOLE — METRO 101

B. EPOXY GEL /SURFACE SEALER (SELECT 1 FROM BELOW OR PROVIDE EQUIVALENT)

1. SIKA - SIKADUR 31 HIGH MOD GEL

2. SIMPSON - ETR

3. EMECOLE — METRO 302

C. URETHANE SEALANT- COLOR TO MATCH EXISTING CONCRETE (SELECT 1 FROM BELOW OR PROVIDE

EQUIVALENT)

1. SIKA — MASTERSEAL NP1

2. SHERWIN-WILLIAMS — LOXON TX

3. LYMTAL — ISO-FLEX 825

D. RUST INHIBITOR (SELECT 1 FROM BELOW OR PROVIDE EQUIVALENT)

1. EVONIK — PROTECTOSIL CIT

2. SIKA — ARMATEC 1C

E. CONCRETE REPAIR MORTAR (SELECT 1 FROM BELOW OR PROVIDE EQUIVALENT)

1. SIKA — SIKAREPAIR — 224

2. EUCLID — CONCRETE-TOP SUPREME

3. KAUFMAN — PATCHWELL DEEP

x <= 1/4''

1.

2.

3.

4.

5.

6.

NOTES:

ROUT CRACK TO PROVIDE APPROXIMATELY 1/4" TO 3/8" WIDE V-SHAPED

GROOVE. BACKER ROD IS NEEDED FOR X>1/4" AS PER DETAIL B

CLEAN GROOVE USING OIL-FREE PRESSURIZED AIR.

ALLOW CRACK TO DRY BEFORE APPLYING PRIMER AND SEALANT.

APPLY PRIMER TO CRACK.

APPLY URETHANE SEALANT TO COMPLETELY FILL GROOVE WITH SURFACE OF

SEALANT, FLUSH WITH OR JUST BELOW CONCRETE SURFACE.

TOOL SEALANT TO PROVIDE SMOOTH AND SLIGHTLY CONCAVE SURFACE.

1/4' '< X <= 3/8''

2X

DET B: SEALANT w/

BACKER ROD

DET A: SEALANT

WITHOUT BACKER ROD

RTA DATERTA DATE

DECA LOG #DECA LOG #

A&E FILE NO.A&E FILE NO.

CHECKED BYCHECKED BY

DRAWN BYDRAWN BY

DRAWING DATEDRAWING DATE

DRAWING INFORMATIONDRAWING INFORMATION

DRAWING NO.DRAWING NO.

AS BUILT DATEAS BUILT DATE

DATEDATEDESCRIPTION OF REVISIONSDESCRIPTION OF REVISIONS

REVISION HISTORY OF THIS DRAWINGREVISION HISTORY OF THIS DRAWING

DATEDATEDESCRIPTION OF REVISIONSDESCRIPTION OF REVISIONS

527-CAL7-SR50-00527-CAL7-SR50-00

COMMONWEALTH OF KENTUCKYCOMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINETFINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICESDEPARTMENT FOR FACILITIES AND SUPPORT SERVICES DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATIONDIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKYFRANKFORT, KENTUCKY

713 Architects, PLLC 9700 Park Plaza Avenue Suite 201 Louisville, KY 40241

500 W Jefferson Street, Suite 2200 Louisville, KY 40202 O: 502.325.0100 www.kpff.com

AS BUILT DATEAS BUILT DATE

S103

EXISTING STONE WALL REPAIR DETAILS

KENTUCKY STATE PENITENTIARY

SECURITY FENCE ADDITION

11/07/2025

JP

YL

2200416

11/07/2025

ACCOUNT NO.

REPOINT JOINT STONE REPAIR

JOINT

CONCRETE SPALL

CRACK IN

CONCRETE CAP

CONCRETE CAP

JOINT

PHOTO 1 PHOTO 2 PHOTO 3 PHOTO 51 2 53

TYPICAL CONCRETE JOINT REPAIR DETAIL6

VOID

PHOTO 44

ADDENDUM 1 01/05/2026

1 1

CRACKING SEALING DETAIL7