2519 Addendum 1.pdf

Kenosha County Detention Center Misc. Security Upgrades #2519

ADDENDUM # 1

October 29, 2025

BIDS DUE: Wednesday, November 5, 2025 at 1:00 Local Time. At that time Bids will be opened publicly for consideration by the Owner at the County of Kenosha Purchasing Division located at 1010 56th Street, Second Floor Kenosha, WI 53140.

To all Contract Bidders of record.

This Addendum is issued to modify, explain or correct the original Drawings and Specifications as noted below, and is hereby made a part of the Contract documents.

Please attach this Addendum to the Specifications in your possession. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject Bidder to disqualification.

This Addendum consists of (3) written pages, (3) Attachments and (1) Sign in sheet.

QUESTIONS AND ANSWERS

1. For the bullet resistant fiberglass panels, are these being supplied by a vendor for us to install? Or are we responsible for furnishing and installing of the panels behind our drywall?

a. The general contractor will be responsible for organizing their subcontractor bid packages. The fiberglass bullet proof paneling is required to be supplied per specifications section 09 29 00.

2. Some of the framing notes are referencing 05 41 00 (cold-formed metal framing, which isn’t provided in the spec manual) or “structural stud”. I’m assuming that this is all intended to be 20ga (30mil) framing since none of it is load bearing?

a. Specification section 05 41 00 is not required for the project. However, the stud framing for the lobby construction is required to be 20ga per the sections and details.

3. What are the existing Access Control systems?

a. The existing access control system in the facility is SGTS. The division 27 contractor will be responsible to coordinate with County IT and all existing access control systems as required.

4. Sheet A/200 Demo note #19 Intercom to remain, provide new box to flush with new padding. What exactly is required for this?

a. It will be required to move the box for the intercom in the cell for communication with detention staff. The padding system changes the thickness of the wall system, and the intercom system box needs to be flush with the new padding system and tamper resistant.

5. Are we going to be required to build temporary walls at Cells during construction and if so, what is required?

-2-

a. This will not be required. The “H” dorm will be emptied during construction.

Temporary enclosure will not be required.

6. Removal of Sally Port Doors, it’s going to take one day to remove existing and another day to install new, maybe even more time. What do we need to do to secure these openings during this time?

a. The opening should be temporary secured during the work as to restrict any entry. The Sallyport vestibule is securable, but the temporary opening should not allow any access to this area. G.C. is responsible for the means and methods of constructing this barrier. All temporary barriers are to be coordinated with the County detention staff.

7. Reception Area. Are the countertops on the cabinets and the front desk solid surface or plastic laminate?

a. The countertop over the cabinet area is plastic laminate. Refer to section 3/A402.

8. The existing half wall in the lobby area, are we to remove the wood cap and replace with a solid surface cap?

a. That is correct. See the attached sheet with updated solid surface capping keynotes.

9. Detail 2&3/A402. Window sills what are we to use for this? Would this be drywall or Solid Surface?

a. The window sills are sections 02,04/A402 are to be notes as drywall sills.

10. Will the segregation cell block and day room be emptied of prisoners for the duration of the padded room project or will the contractor be required to construct a permanent temporary wall with access door at the entry of these cells?

a. An access door and enclosure will not be required. The “H” dorm will be emptied during construction.

11. Will the fire protection heads in the proposed padded cell rooms need to be extended?

a. Yes, the fire protection will be required to be relocated to the new surface finish.

12. The north and south sally port doors have different access controls. Please verify that these access controls are to removed and reinstalled in the new detention framing system? See attached photos.

a. The division contractor will be required to remove and re-install the existing conditions in kind. No new card reader is required at the South Sallyport door.

13. The intent of the temporary reception location is that the contractor can have the proposed reception area to complete without additional phasing?

a. That is correct, no phasing is required as part of the project. However, if an area of work is started it needs to remain under construction until complete. A path to the lockers is to be maintained as part of the construction barrier.

14. Will any additional temporary electrical and low voltage be required by the contractor for the temporary reception location?

a. There is power and data in the existing temporary location indicated on A201.

The County Electrician will provide additional power and data if needed.

-3-

15. On Sheet A20, Note #16 stats to infill the window with 8” CMU. Are we to just infill the existing window lite in the existing window frame?

a. The entire window system should be demolished and a new HM window provided per the updated plans attached. The remaining opening should be infilled with CMU to match and painted per 09 91 00.

16. Are contractors required to obtain and pay for permits?

a. The general contractor is required to obtain and pay for all permits related to the on-site construction.

17. Where will the check in desk be relocated during construction?

a. That is correct. Refer to sheet A201 and see questions above addressing power and data.

18. Is there any asbestos in the work areas?

a. Based on the construction of the facility, the County does not anticipate any Asbestos to be present. If the contractor encounters unforeseen hazardous material, they are to notify the County. The County will handle remediation under a separate contract.

19. Clarifying if the County is keeping the cell doors and fixtures.?

a. That is correct. The contractor is responsible to give all of the cell furniture, plumbing fixtures, accessories, and the cell doors to the County for re-use. G.C.

to coordinate with the County prior to demo to confirm that all items desired are saved.

20. Clarify how they will get materials in and construction debris out, and where can tools be stored during construction?

a. H Dorm and the Boiler room toured at the pre-bid can be utilized for the tool storage. The Southwest Sallyport door and the West loading dock toured at the pre-bid can be utilized for debris removal. Coordinate with the County for all debris removal. The dumpster can be stored in the East lot behind the building adjacent to the current dumpsters. If a dumpster is desired for the Lobby construction, a dumpster can be placed in front of the building. However, when the dorm work is being completed, the lobby cannot be utilized for debris removal.

REVISIONS TO THE DRAWINGS

1. A201 – Floor Plan – Existing and Demo – Area J’

a. Demo of hollow metal windows clarified at the new reception area.

2. A203 – Floor Plan – Proposed – Area J’

a. New hollow metal window clarified at the reception area.

b. Solid surface wall capping clarified at the lobby half wall.

3. A700 – Floor Plan – Proposed – Area J’

a. Detail 7/A700 adjusted. New hollow metal window clarified at the reception area.

23'�8"

8"

4'�0" 8"

48'�0"

11'�4" existing restroom existing restroom

NO WORK IN THIS

AREA

NO WORK IN THIS

AREA

TE�P DES� AREA

17�5

17�5

��5��5

��5��5

��5��5

��4��4

��9��9

11'�4" 8" 11'�4" 8" 11'�6" 11'�9 13�16"

6'�0"

11'�4" 8" existing waiting existing lockers and waiting existing visiting existing visiting

24'�0" 24'�0"

48'�0" existing visiting existing conference existing visiting

��3��3

4"

17�8

17�8

2'�0" 4'�0"

��8��8

NO WORK IN THIS

AREA

5 5

NO WORK IN THIS

AREA

A400

17�5

17�5

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��3��3

17�8

17�8

��8��8

48'�0"

24'�0" 12'�6" 11'�6"

EXISTING SKYLIGHT

TO REMAIN

VERIFY I FIE�D

12'�10 7�8"

EXISTI G S#FFIT

T# RE�AI

EXISTI G S#FFIT

T# RE�AI

1 DEMO EXISTING FURNITURE SYSTEM; DEMO TO INCLUDE ALL

COUNTER SECTIONS, PARITIONS WALL, AND SUPPORTS AS

REQUIRED. DEMO COMPLETE SYSTEM

2 DEMO EXISTING WALL; DEMO TO CONTAIN COMPLETE WALL

CONSTRUCTION - G.C. TO FIELD VERIFY CONDITION AND COORDINATE

WITH PROPOSED WORK

3 DEMO EXISTING FLOORING; CLEAN LINE OF REMOVAL TO SECTOIN

THAT IS TO REMAIN; FIELD VERIFY BEST LOCATION TO DEMO CLOSEST

TO AREA INDICATED

4 RELOCATE EXISTING METAL DETECTOR AND ASSOCIATED POWER;

G.C. TO CUT FLOOR AND REPLACE SLAB TO RELOCATE POWER TO

NEW LOCATION

5 DEMO EXISTING LIGHT; RE-USE CIRCUIT FOR NEW LIGHTING AS

REQUIRED

6 RELOCATE EXISTING SUPPLY REGISTER; SEE PLAN FOR LOCATION

7 DEMO EXISTING CEILING; DEMO INCLUDES COMPLETE SYSTEM AND

AND ALL COMPONENTS NECESSARY FOR NEW CONSTRUCTION;

PATCH AND FRAME AREAS NECESSARY FOR NEW CEILING AND WALL

CONSTRUCTION

8 DEMO EXISTING WALL MOUNT TOILETS; SEE MEP FOR NEW PLUMBING

SCOPE; PATCH MASONRY WALL AS REQUIRED

9 DEMO EXISTING WALL MOUNT STEEL BED; PATCH AMCHOR HOLES -

CONCRETE PATCHING COMPOUND OR MORTAR MIX PATCH

10 DEMO EXISTING FLOOR MOUNT STEEL BENCH AND TABLE

11 DEMO EXISTING LIGHT FIXTURE; SEE MEP PLANS FOR NEW LIGHT

FIXTURE - RE-USE EXISTING CIRCUITING IF APPLICABLE

12 DEMO EXISTING WALL MOUNT MIRROR

13 DEMO SECTION OF CONCRETE SLAB FOR NEW FLOOR DRAIN INSTALL;

FIELD VERIFY ROUTING NECESSARY AND PROVIDE SAW CUT /

CONCRETE FLOOR POUR INFILL

14 DEMO EXISTING SLIDING CELL DOOR - VERIFY WITH COUNTY FOR

DISPOSAL OR RE-USE

15 REMOVE EXISTING SECTIONS OF OVERHEAD SLIDING TRACK; TRACK

AT ADJACENT CELLS TO REMAIN; G.C. RESPONSIBLE TO INVESTIGATE

CURRENT TRACK SYSTEM AND REMOVE AS NECESSARY FOR THE

NEW DOOR INSTALL

16 DEMO EXISTING WINDOW; INFILL WITH 8" CMU TO MATCH EXISTING

WALL - PAINT PER 09 91 00

17 DEMO EXISTING HOLLOW METAL SECURITY EXTERIOR DOOR; REMOVE

SILL, AND PREP JAMBS AND HEAD FOR NEW DOOR INSTALL

18 DEMO EXISTING LOCKING COLUMN TABS; BENT STEEL PLATE AT HEAD

AND JAMBS TO REMAIN

19 EXISTING INTERCOM TO REMAIN; PROVIDE NEW BOX TO FLUSH WITH

NEW PADDED CELL SURFACE

20 DEMO EXISTING FLOORING IN REMAINING AREA OF ROOM UNDER

ALTERNATE #2

1. DEMOLITION NOTES AND PLANS ARE PROVIDED AS A

REFERENCE. CONTRACTOR TO VERIFY EXISTING

CONDITIONS AND EXAMINE DRAWINGS AND DETAILS TO

DETERMINE EXTENT AND LIMITS OF DEMOLITION REQUIRED

TO ACCOMMODATE NEW CONSTRUCTION.

2. REFER TO CONSULTANT DRAWINGS FOR ADDITIONAL

DEMOLITION OF OTHER DISCIPLINES.

3. PROVIDE AND COORDINATE ALL DEMOLITION AND NEW

CONSTRUCTION WITH PROPOSED PLAN DIMENSIONS AND

INSTALLATION OF NEW MATERIALS AND FINISHES.

DEMOLITION TO BE IN ACCORDANCE WITH NEW FINAL

PRODUCT.

4. PROVIDE SMOOTH AND CLEAN SURFACE TO ALL AREAS

RECEIVING NEW FINISHES. COORDINATE WORK WITH PLANS

AND THE ROOM FINISH SCHEDULE TO COMPLY WITH NEW

PROPOSED MATERIAL.

5. ALL RELATED WOOD BLOCKING, HARDWARE CONNECTION

DEVICES, ADHESIVES, AND/OR MASTIC SHALL BE REMOVED

FROM SURFACES AT ITEMS NOTED FOR DEMO. PROVIDE

SURFACES ACCEPTABLE FOR PATCHING AND/OR NEW

CONSTRUCTION.

6. IDENTIFICATION AND/OR ABATEMENT OF HAZARDOUS

MATERIALS IS NOT PART OF THIS SCOPE OF WORK. IF

ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE

ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE

OWNER IMMEDIATELY.

7. REMOVE LOOSE PAINT AND MISCELLANEOUS HANGING

OBJECTS FROM WALLS AND CEILINGS AT ALL AREAS TO

RECEIVE NEW FINISHES.

8. OPENING IN THE EXISTING STRUCTURE SMALLER THAN 12"

IN ANY DIRECTION ARE NOT IDENTIFIED ON THESE

DRAWINGS. SUB-CONTRACTORS SHALL BE RESPONSIBLE

FOR PROVIDING OPENINGS SMALLER THAN 12" AS

REQUIRED FOR INSTALLATION OF THEIR WORK.

9. OPENINGS IN THE EXISTING STRUCTURE SHALL NOT BE MADE

WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.

10. PATCH AND REPAIR ALL EXISTING FLOOR SLABS AND WALL

SURFACES DAMAGED FROM DEMOLITION OR PRIOR USE.

11. PATCH ALL AREAS OF ELECTRICAL AND MECHANICAL

DEMOLITION THAT WILL NOT BE REUSED.

12. DO NOT REMOVE ANY ITEMS WHICH JEOPARDIZE THE

STRUCTURAL INTEGRITY OF THE BUILDING. IF HIDDEN

ELEMENTS OR DETERIORATED ELEMENTS ARE

ENCOUNTERED, NOTIFY THE ARCHITECT IMMEDIATELY.

13. PROTECT ALL ADJACENT AREAS AND ITEMS "TO REMAIN"

DURING DEMOLITION/CONSTRUCTION. REPAIR/REPLACE ALL

ITEMS DAMAGED DURING CONSTRUCTION.

14. EXISTING BUILDING CONDITIONS SHOWN ON THESE

DRAWINGS ARE DERIVED FROM DRAWINGS OF THE ORIGINAL

BUILDING AND FROM LIMITED FIELD OBSERVATION.

15. INDICATED EXISTING BUILDING CONDITIONS ARE ASSUMED TO

BE REPRESENTATIVE OF THE ACTUAL CONSTRUCTION OF

THE BUILDING.

FIELD CONDITIONS MAY VARY.

16. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN

ADDITIONAL MEANS OF EGRESS AS NEEDED AS A RESULT OF

CONSTRUCTION SEQUENCING AND/OR REGULATORY

REQUIREMENTS

17. G.C. IS RESPONSIBLE FOR ALL DEMO WORK REQUIRED FOR

THE COMPLETION OF THE PROPOSED SCOPE OF WORK;

REFER TO ALL BASE BID AND ALTERNATE PLANS. ALL

CUTTING AND PARCHING REQUIRED IS THE RESPONSIBILITY

OF THE G.C.

"A�� AREAS SH#W AS DIAG# A� HATCH T# RE�AI

EXISTI G U� �#�

I DICATED GE ERA� (BUT #T �I�ITED T#) AREA OF

WORK

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17�5

E�5E�5

F�5F�5

17�8

17�8 sally port

J009

24'�0" 24'�0" 12'�6" 11'�6"

48'�0"

8'�0"

171'�4"

7'�8"

17�5

17�5

PP

QQ

RR

17�8

17�8

24'�0" 24'�0" 12'�6" 11'�6"

48'�0" sallyport

K009

8'�0"

1'�4" 7'�8"

OWNER:

PROJECT:

PROJECT

PROJECT ISSUE DATE:

©2025 Kueny Architects L.L.C. - All Rights Reserved

10505 Corporate Drive, Pleasant Prairie, WI 53158 phone: 262.857.8101 web: www.kuenyarch.com

A

1 2 3 4

1 2 3 4

X

B

C

D

X X

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A

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CONSULTANTS

REV # DESCRIPTION DATE

REVISIONS

KEY PLAN

PLAN NORTH

SHEET

SHEET TITLE:

ARCHITECT

Kueny Architects Phone: 262.857.8101 Address: 10505 Corporate Drive, Suite 100 Pleasant Prairie, Wisconsin 53158

Architect of Record - Jon P. Wallenkamp P:414.690.3197

Project Manager - Lee Anderson P:262.945.7709

MEP

Root Engineering Services, P.C.

Phone: 847.249.8398 Address: 10411 Corporate Drive, Suite 108 Pleasant Prairie, Wisconsin 53158

Engineer of Record - Eric Tien

KEYNOTE LEGEND

/2 /2

:2

:0

A M

SCALE: As indicated

A201

Kenosha County

4777 88th Ave, Kenosha, WI 53144

Detention Center - Misc.

Security Upgrades

Floor Plan - Existing and Demo - Area J

September 30, 2025

3/16" = 1'-0"1 Existing and Demo - Area J 3/16" = 1'-0"2 Existing and Demo - Ceiling Plan - Area J

DEMO GENERAL NOTES

1 Addendum #1 10/29/2025

1/16" = 1'-0"3 Area H Sally Port South Door - Demo Plan 1/16" = 1'-0"4 Area H Sally Port North Door - Demo Plan

23'�8"

8"

4'�0"

8"

48'�0"

�4

�1

4'�6 1�2"

1'�0"

�4 reception

J003 lobby

J002

A700

A700

A400

17�5

17�5

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��5��5

��5��5

��9

��9

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17�8

17�8

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�3�3a vestibule

J001

48'�0"

24'�0" 12'�6" 11'�6"

06 61 00.09

06 61 00.09

8" 4'�0" 8"

1'�6"

1'�0" A2 5'

�2 reception

J003

A400

A400

A401

A401

A401

A402

A402

A402

A402

A700

5'�5"

A400

17�5

17�5

��5��5

B1 c

EQ EQ

��3��3

BR

s

BR

s

B3 s

B3 s

BR

s

BR

s

17�8

17�8

12'�6"

2'�0"

9'�2 7�16"

�3

2'�0" 2'�10" 1'�7 1�8" 2'�10"

6"

��8��8

6" 2'�0"

2'�0"

5'�2 1�8"

B3 c

B2 c

BR

s

B1 c

B1 c

BR

s

BR

s

BR

s

�8

3'�6" 6'�0" 2'�8"

12'�6"

C E

T

E R

I

E

F

E T

A D

E T

E C

T

R

�8

08 11 00.A3

08 80 00.10

4"

17�5

17�5

24'�0"

24'�0"

48'�0"

��5��5

��5��5

��5��5

��4��4

��9��9

W21X44 W21X44

26�10

26�10

26�10

26�10

26�10

26�10

13' � 4"

W

X

W18X35

18�4

W18X35

18�4

18�4

26�10

W12X16

16�7

16�7

16�7

16�7

16�7

16�7

16�7

16�7

W12X16

16�7

16�7

16�7

W12X16

16�7

16�7

16�7

16�7

16�7

16�7

16�7

26�10

26�10

26�10

26�10

26�10

26�10

1'�4"

��3��3

17�8

17�8

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EW SECURE

RECEPTI# AREA

(SEE A203)

PAINT SCHEDULE

ROOM

FLOOR

WALLS

CEILING METAL WOOD REMARKSNUM NAME NORTH SOUTH EAST WEST

�001 vestibu5e 6�a PT�1 PT�1 PT�1 PT�1 PT�1 6�a VAR ISH RE�PAI T R##� U DER A�TER ATE #18 I C�UDES A�� WA��S8 CEI�I G8 A D H� FRA�ES

�002 59bby 6�a PT�1 PT�1 PT�1 PT�1 PT�1 6�a VAR ISH RE�PAI T R##� U DER A�TER ATE #18 I C�UDES A�� WA��S8 CEI�I G8 A D H� FRA�ES

�003 recepti96 6�a PT�1 PT�1 PT�1 PT�1 PT�1 6�a VAR ISH

OWNER:

PROJECT:

PROJECT

PROJECT ISSUE DATE:

©2025 Kueny Architects L.L.C. - All Rights Reserved

10505 Corporate Drive, Pleasant Prairie, WI 53158 phone: 262.857.8101 web: www.kuenyarch.com

A

1 2 3 4

1 2 3 4

X

B

C

D

X X

X

A

B

C

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CONSULTANTS

REV # DESCRIPTION DATE

REVISIONS

KEY PLAN

PLAN NORTH

SHEET

SHEET TITLE:

ARCHITECT

Kueny Architects Phone: 262.857.8101 Address: 10505 Corporate Drive, Suite 100 Pleasant Prairie, Wisconsin 53158

Architect of Record - Jon P. Wallenkamp P:414.690.3197

Project Manager - Lee Anderson P:262.945.7709

MEP

Root Engineering Services, P.C.

Phone: 847.249.8398 Address: 10411 Corporate Drive, Suite 108 Pleasant Prairie, Wisconsin 53158

Engineer of Record - Eric Tien

KEYNOTE LEGEND

/2 /2

:2

:0

A M

SCALE: As indicated

A203

Kenosha County

4777 88th Ave, Kenosha, WI 53144

Detention Center - Misc.

Security Upgrades

Floor Plan - Proposed - Area J

September 30, 2025

ROOM SCHEDULE

NUMBER NAME FLOOR TYPE BASE

WALL FINISH CEILING

REMARKSNORTH SOUTH EAST WEST TYPE

�001 vestibu5e W��1 VB�1 EXISTI G C�U EXISTI G C�U EXISTI G C�U EXISTI G C�U EXISTI G GYP�1

�002 59bby �VT�1 VB�1 EXISTI G C�U � GYP�1 EXISTI G GYP�1 EXISTI G GYP�1 EXISTI G C�U � GYP�1 EXISTI G GYP�1 � ACT�1 � S�Y�IGHT

�003 recepti96 �VT�1 VB�1 � VB�2 GYP�1 � G��3 GYP�1 � G��3 GYP�1 � G��3 GYP�1 � G��3 GYP�1 � ACT�1

3/16" = 1'-0"1 Level 01 - Proposed - Area J

1/2" = 1'-0"2 Area J - Enlarged Reception Plan

06 61 00.09 SOLID SURFACE WALL CAP

08 11 00.A3 HOLLOW METAL WINDOW FRAME

08 80 00.10 1" INTERIOR ATTACK RESISTANT GLAZING

1/8" = 1'-0"3 Framing Plan - Area "J" - Reference Plan

1 Addendum #1 10/29/2025

LEVEL 1

0'-0"

09 68 00.A1

17�5 1717�8

09 68 00.A1

09 91 00.01

=�� 4'�6"

13'�7 1�4"

10 14 00.A1

08 34 14.A1

06 61 00.09

24'�0"12'�6"11'�6"

48'�0"

06 61 00.09

09 91 00.01

01 00 00.A1

06 61 00.01

09 68 00.A1

06 40 00.08

08 34 14.A2 09 29 00.A7

LEVEL 1

0'-0"

��5� ��3

12'�0"

3'�8" 8'�4"

09 68 00.A1

09 29 00.A7

08 14 29.A1

�3

08 11 00.A1

08 34 14.A1

06 61 00.01

2'�0" 8" 3'�4"1'�8"

01 00 00.A1

10 14 00.A1

06 40 00.08

LEVEL 1

0'-0"

���5��5 ���3

8'�4" 3'�8" 12'�0" 12'�0"

36'�0"

09 68 00.A1

09 29 00.A7

10 14 00.A1

06 61 00.01

01 00 00.A1

09 68 00.A1

06 40 00.08

08 34 14.A1

09 29 00.B6

08 34 14.A3

7'�10 3�8"

EQ EQ EQ1'�6"

EQ EQ EQ

09 91 00.02

09 29 00.A7

09 91 00.03

09 91 00.02

LEVEL 1

0'-0"

1817�5 17�8

12'�6" 11'�6"

24'�0"

A401

Si>

09 91 00.02

09 29 00.A7

08 34 14.A1

06 61 00.01

09 68 00.A1

06 61 00.01 06 61 00.01

09 29 00.A7

09 68 00.A1

09 91 00.01

LEVEL 1

0'-0"

17�517�8

12'�6"

3'�10"6'�0"

A402

Si>

08 34 14.A1

06 61 00.018

09 51 00.A1

09 91 00.01

06 40 00.02

09 51 00.A1

08 34 14.A1

09 29 00.B6

09 29 00.A1

08 80 00.07

3'�0"2'�6"1'�7"1'�7"3'�0"

A500

Si>

A500

Si>

LEVEL 1

0'-0"

� ��5 ��5� ���3 ��8

4'�6" 1'�2 7�8"

12'�0" 12'�0" 3'�8" 8'�4" 7'�4" 10'�8"

48'�0"

09 51 00.A1

08 34 14.A1

06 40 00.02

06 40 00.01

09 68 00.A1

08 80 00.07

08 34 14.A1

10 14 00.A1

06 61 00.01

09 29 00.B6

09 91 00.02

09 91 00.02

09 68 00.A1

LEVEL 1

0'-0"

��5 ��3��8

15'�8"

7'�4" 8'�4"

�3

06 40 00.02

06 61 00.01

08 34 14.A1

09 29 00.B6

09 68 00.A108 14 29.A1

08 34 14.A1

06 40 00.01

09 29 00.B6

09 51 00.A1

09 91 00.01

09 91 00.01

OWNER:

PROJECT:

PROJECT

PROJECT ISSUE DATE:

©2025 Kueny Architects L.L.C. - All Rights Reserved

10505 Corporate Drive, Pleasant Prairie, WI 53158 phone: 262.857.8101 web: www.kuenyarch.com

A

1 2 3 4

1 2 3 4

X

B

C

D

X X

X

A

B

C

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CONSULTANTS

REV # DESCRIPTION DATE

REVISIONS

KEY PLAN

SHEET

SHEET TITLE:

ARCHITECT

Kueny Architects Phone: 262.857.8101 Address: 10505 Corporate Drive, Suite 100 Pleasant Prairie, Wisconsin 53158

Architect of Record - Jon P. Wallenkamp P:414.690.3197

Project Manager - Lee Anderson P:262.945.7709

MEP

Root Engineering Services, P.C.

Phone: 847.249.8398 Address: 10411 Corporate Drive, Suite 108 Pleasant Prairie, Wisconsin 53158

Engineer of Record - Eric Tien

KEYNOTE LEGEND

/2 /2

:2

:0

A M

SCALE: 1/4" = 1'-0"

A700

Kenosha County

4777 88th Ave, Kenosha, WI 53144

Detention Center - Misc.

Security Upgrades

Elevations and Details

September 30, 2025

1/4" = 1'-0"1 Lobby J001 - North

01 00 00.A1 EXISTING METAL DETECTOR; G.C. TO RELOCATE TO NEW

LOCATIONS INDICATED ON PLANS

06 40 00.01 PLASTIC LAMINATE COUNTER TOP & BACKSPLASH;

CONCEALED SUPPORTS AT LOCATIONS WITH NO BASE

CABINETS

06 40 00.02 BASE CABINET; PLASTIC LAMINATE FACES AND EXPOSED

SURFACES; ADJUSTABLE SHELVING; PVC EDGING - TYP.

06 40 00.08 PLASTIC LAMINATE PROTECTIVE PANELING

06 61 00.01 SOLID SURFACE COUNTER TOP

06 61 00.09 SOLID SURFACE WALL CAP

08 11 00.A1 HOLLOW METAL DOOR FRAME; SEE SCHEDULES

08 14 29.A1 SOLID CORE WOOD DOOR; PRE-FINISHED

08 34 14.A1 BULLET RESISTANT VERTICAL BAFFLE SYSTEM; LEVEL III

PROTECTION

08 34 14.A2 EXTRUDED ALUMINUM CHANNEL. SIZE TO MATCH LEVEL OF

LAMINATED POLYCARBONATE PROTECTION; ARCHITECTURAL

BRUSHED ALUMINUM FINISH

08 34 14.A3 BULLET RESISTANT BRIEFCASE PASS THRU; LEVEL III

PROTECTION - FINAL DESIGN BY BULLET RESISTANT

CONTRACTOR

08 80 00.07 1-1/4" LAMINATED POLYCARBONATE; UL LEVEL III

PROTECTION; SEE SPECIFICATIONS

09 29 00.A1 5/8" TYPE "X" GYPSUM WALLBOARD; PAINT PER SPECS

09 29 00.A7 CEILING - 5/8" GYPSUM BOARD OVER 3-5/8" MTL. STUDS @ 16"

O.C. - PAINTED FINISH

09 29 00.B6 3-5/8" 20 GAUGE STRUCTURAL METAL STUD FRAMING AT 16"

O.C.; FINAL FRAMING LAYOUT BY METAL STUD CONT.

09 51 00.A1 ACOUSTICAL CEILING TILE SYSTEM; 24" X 24" (ACT-1)

09 68 00.A1 WALL BASE PER ROOM FINISH SCHEDULES

09 91 00.01 PAINT PER SPECIFICATIONS

09 91 00.02 PAINT PER SPECIFICATION; LOCATIONS OUTSIDE OF WORK

AREA UNDER ALTERNATE #1

09 91 00.03 PAINT EXISTING HOLLOW METAL WINDOW FRAMES; WORK

UNDER ALTERNATE #1

10 14 00.A1 ALUMINUM FLAT CUT LETTERING; LETTERING HEIGHT PER

ELEVATIONS

1/4" = 1'-0"2 Lobby J001 - West

1/4" = 1'-0"3 Lobby J001 - East

1/4" = 1'-0"4 Reception J003a - South 1/4" = 1'-0"5 Reception J003a - North

1/4" = 1'-0"6 Reception J003a - West 1/4" = 1'-0"7 Reception J003a - East

1 Addendum #1 10/29/2025