2505 Drawings.pdf

PDF 2 MB Posted Jan 24, 2025

Attached to: Additional Standalone Housing Kenosha County Detention Center
Solicitation number: 2505
Issued by: Kenosha County, Wisconsin

About this file

Written by GovTribe AI · Jan 25, 2025

This is a set of architectural drawings and specifications from Kueny Architects for the Kenosha County Detention Center (KCDC) Additional Stand-Alone Housing project, Bid #2505, located at 4777 88th Ave in Kenosha, WI. The project involves the installation of prefabricated modular housing units, with a base bid for two Maynard Homes (2-bedroom) by Champion and an alternate bid for one Maynard (2-bedroom) and one Thrifty (1-bedroom) unit by Champion. The project includes site preparation, foundation work, utility connections, exterior modifications, and installation of ramps, stairs, and skirting. The drawings are dated January 23, 2025.

The plans detail specific construction requirements including 4000 PSI concrete foundations, new 4" sanitary lines, 1" water main connections, 6" drain tiles for downspouts, and cement board siding installations. The modular units will be set at elevation 688.67 on a prepared gravel base at elevation 686.00. The site work includes grading, utility connections to existing infrastructure, and installation of silt fencing for erosion control. Exterior finishes include James Hardie cement board panels and siding in specified colors, Owens Corning architectural roof shingles in Pacific Wave, and treated wood ramps and railings for accessibility.

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Other files

File	Type	Posted
2505 Bid Documents.pdf	PDF	Jan 24, 2025
2505 Specifications.pdf	PDF	Jan 24, 2025
Vendor Responsibility Form Construction.pdf	PDF	Jan 24, 2025
2505 Addendum 1.pdf	PDF	Jan 24, 2025

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1.0KUENY ARCHITECTS, LLC

10505 CORPORATE DRIVE - SUITE 100 PLEASANT PRAIRIE, WI 53158 PHONE (262) 857-8101 FAX (262) 857 8103

SITE MAP GENERAL NOTES

1. All concrete to test 4000 psi in 28 days.

2. Verify all dimensions, access, utilities and working conditions in the field.

3. Conform to all applicable codes, ordinances and safety standards.

4. Obtain and pay for all required permits and fees.

5. Notify Architect immediately if work cannot proceed as shown on Drawings or as described in the

Specifications.

6. No concrete to be poured without Architect's prior review.

7. All Contractor's to co-operate with all trades, Owner's and Architect's representatives.

8. Leave site clean, neat and free of debris at all times.

9. Each Prime and Sub-contractor is responsible for having read each page of the Specifications, Drawings, Addenda and Change Orders.

10. Guard against interfering with Owner's operations.

11. These Drawings contain no provisions or procedures for on-site safety. Each Contractor and their employees are responsible to follow all laws and ordinances and provide their own engineering to provide a safe work place.

12. The locations of existing underground utilities, shown on these Drawings, are shown in an approximate way only and have not been independently verified by the Owner or its representatives. The Contractor shall determine the exact location of all existing utilities before commencing work, and agrees to be fully responsible for any and all damages which might be occassioned by the Contractor's failure to exactly locate and preserve any and all underground utilities.

13. Services perform for this project have been conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing in this area under similar budget and time constraints. No warranty, expressed or implied, is made.

MATERIAL INDICATIONS

DRAWING LEGEND

New or Required Point Elevation

Existing Point Elevation

Existing Contours

New or Required Contours

A Grid Lines

3.1 Building Section

Wall Section

Room/Space Number

Door Number

SHEET INDEX

Earth Backfill

Rigid Insulation

Concrete Block

Aluminum

Lumber (Rough)

Steel

Sand Fill

Concrete

Finished Wood

Stone Fill

Plywoo d Batt Insulation

4.1

Room Name

101A Interior Elevation

Detail Section

5.1

7.1

CONSULTANTS

5.1

Detail Number

Page Number

Exterior Elevation

2.1 # Wall Tag

+ 100.0

OH Door Number

101A

Kenosha County

KCDC - Additional Stand-Alone Housing Kenosha Detention Center - Bid # 2505

4777 88th Ave, Kenosha, WI 53144

01.23.2025

Kenosha County KCDC - Additional Stand-Alone Housing Kenosha Detention Center - Bid # 2505

A1.0 Title Sheet

ARCHITECTURAL

A101 Architectural Site Plan

A102 Utility Site Plan

A201 Floor & Foundation Plan

A202 Exterior Elevations

KCDC - Modular Home 4777 88th Ave, Kenosha, WI 53144

ARCHITECT Kueny Architects 10505 Corporate Drive, Suite 100

(262) 857-8101 Pleasant Prairie, Wisconsin 53158 Architect of Record - Jon P. Wallenkamp

687688

686.00

686.29

685.89

685.30689.76

685.76

688.54688.78

688.89

687.88

687.21 686.96 686.94 686.92 686.92

688.02688.50

687.74

687.45

687.29 687.32

687.49

687.75

687.96DY

H 687.48 687.98

687.69

687.52687.50

687.66

687.92

687.69

687.63687.56

687.54

687.71687.83

688.00687.73

687.06 687.88

687.93

687.88687.30

686.83

686.21 686.91

686.88

686.78

685.97 686.04

686.00

686.05

686.24

686.94

687.39

687.72

687.08

686.31

685.97

685.95 685.92

685.93

685.99

685.86

686.34

687.01

687.69

687.93 687.67

686.82

686.28

686.04

685.73

685.70685.56685.71686.01

686.00

686.38

686.66

686.60

W WW W

W WW W W W W W W

S S

G G

G GG G G G

E EE E E

E E E

E E silt siltsilt silt silt silt silt s ilt s ilt silt siltsilt silt silt silt silt silt s ilt si lt greenspace silt siltsilt silt silt silt silt s ilt s ilt silt siltsilt silt silt silt silt silt s ilt si lt

" D

T " D

T 6" DT 6" DT6" DT 6" DT 6" DT 6" DT 6" DT 6" DT

D T

6" DT 6" DT6" DT 6" DT 6" DT 6" DT 6" DT 6" DT

6" DT

Existing Storage Building

EXISTING

DETENTION

FACILITY

PROPOSED MODULAR UNITS

PROPOSED GRAVEL APRON

#1 #2 #3

FUTURE ADDITIONAL

MODULAR UNIT

52' - 0" 10' - 0" 52' - 0" 10' - 0" 52' - 0"

EXISTING ACCESS ROAD TO REMAIN

EXISTING SANITARY CATCH BASIN

A101

6" COMPACTED STONE

BASE BID

(2) MAYNARD HOMES (2-BED ROOM) BY

CHAMPION (06 10 00)

ALTERNATE

(1) MAYNARD (2-BED ROOM) AND (1)

THRIFTY (1-BED ROOM) BY CHAMPION

(06 10 00)

686.00

685.71

EXCESS

FABRIC

GEOTEXTILE

FABRIC

2FLOW DIRECTION

ANCHOR STAKE

MIN. 18" LONG

TIEBACK BETWEEN FENCE

POST AND ANCHOR

SILT

FENCE

FLOW DIRECTION

GEOTEXTILE

FABRIC ONLY

BACKFILL & COMPACT

TRENCH WITH

EXCAVATED SOIL

FLOW

ECTIO

MAY BE REQUIRED IN UNSTABLE SOILS

3'-0" MAX.

FLOW

FOLD

3" MAX.

GEOTEXTILE

FABRIC

SUPPORT CORD

NOTE:*

NOTE: ADDITIONAL POST DEPTH OR TIE BACKS

GENERAL NOTES

SILT FENCE

TRENCH DETAILSILT FENCE TIE BACK

TWIST METHOD

HOOK METHOD

FLOW DIRECTION

2'-0" MIN.

1'-0" MIN.

WOOD POST

GEOTEXTILE

FABRIC

GEOTEXTILE

FABRIC

JOINING TWO LENGTHS OF SILT FENCE

GEOTEXTILE

FABRIC

GEOTEXTILE

FABRIC

WOOD POST

(WHEN ADDITIONAL SUPPORT REQUIRED)

WOOD POSTS

LENGTH 3'-4'

20" DEPTH

IN GROUND

ATTACH THE FABRIC TO THE

POSTS WITH WIRE STAPLES OR

WOODEN LATH AND NAILS

8'-0" POST

SPACING

ALLOWED

IF A WOVEN

GEOTEXTIL

FABRIC IS

USED.

HORIZONTAL BRACE REQUIRED WITH 2" X 4"

WOODEN FRAME OR EQUIVALENT AT