2523 Drawings.pdf

PDF 9 MB Posted Sep 4, 2025

Attached to: Kenosha County Brighton Dale Links Storage Facility
Solicitation number: 2523
Issued by: Kenosha County, King CDP, Wisconsin

About this file

Written by GovTribe AI · Sep 8, 2025

This is a comprehensive architectural design set for the Brighton Dale Links Storage Facility project by Kenosha County, Wisconsin, located at 830 248th Ave, Kansasville. The project involves constructing a new storage building and potentially renovating an existing cold storage facility through multiple alternates. The design documents, prepared by Kueny Architects, LLC, include nine total sheets covering architectural site plans, floor and roof plans, exterior elevations, sections and details, structural foundations, and electrical power and lighting plans. The project is bid under Bid-2523 and is dated September 3, 2025, with the base bid focusing on a new storage building and optional alternates for cold storage building improvements.

The electrical plans specify a 200-amp panel with 120/240V single-phase service, exterior lighting fixtures, and provisions for future 100-amp service to an existing building. The structural design incorporates an 8-inch concrete slab with reinforcement, pole building construction with metal panels, and detailed wind and seismic load calculations. The site plan indicates grading, landscape considerations, and drainage elements including 6-inch drain tiles around the building. The project includes specific design elements like concrete-filled pipe bollards, overhead doors, snow bars on metal roof panels, and comprehensive electrical and lighting infrastructure to support the storage facility's operational needs.

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Other files

File	Type	Posted
2523 Bid Documents.pdf	PDF	Sep 4, 2025
Vendor Responsibility Form Construction.pdf	PDF	Sep 4, 2025
2523 Specifications.pdf	PDF	Sep 4, 2025
2523 Addendum 1.pdf	PDF	Sep 4, 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

Brighton Dale Links Storage Facility - Bid-2523

830 248th Ave, Kansasville, WI 53139

September 3, 2025

Kenosha County Brighton Dale Links Storage Facility - Bid-2523

TITLE SHEET

01 Title Sheet

ARCHITECTURAL SITE

A101 Architectural Site Plan

A102 Grading and Landscape Plan & Details

ARCHITECTURAL

A201 Floor & Roof Plans

A202 Exterior Elevations

A203 Sections & Details

A204 Cold Storage Building - ALTERNATE #1 (Phase 2)

STRUCTURAL

S201 Foundation, Stuctural Plans & Details

ELECTRICAL

E201 Electrical - Power & Lighting Plans

Total Number of Sheets: 9

ARCHITECT Kueny Architects 10505 Corporate Drive, Suite 100

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

SLT

S L T

SLT

SLT SLTSLT SLT SLT S

L T

S L T

SLT

S L T

SLT

SLT SLTSLT SLT SLT

S L T

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

T "D

6"DT

SLT

S L T

SLT

SLT SLTSLT SLT SLT

S L T

99'-0"

FUTURE 100 AMP FEED

A201

A204

ALTERNATE #1

BASE BID

NEW FINISHES IN

EXISTING COLD

STORAGE BUILDING

EXISTING FUEL DEPOSIT

CONTAINMENT TO REMAIN

(NO WORK AS PART OF THIS

PROJECT)

EXISTING FACILITY

(NO WORK AS PART OF THIS

PROJECT)

NEW STORAGE BUILDING

EXISTING FACILITY

(NO WORK AS PART OF THIS

PROJECT)

A101

A102

Sim

A102

Sim

27'-2"

E201

ELECTRIC

TRANSFORMER PAD

LOCATION

EXISTING STORAGE AREA

NEW COLD-STORAGE

BUILDING

62'-6 17/32"

TEMP SERVICE

A102

GC TO BUILD A TRACKING

PAD FOR THE PROJECT.

PATCH ASPHALT UPON

PROJECT COMPLETION

30'-0"

(03 30 00) CONCRETE SLAB

THICKNESS & REINFORCEMENT PER

CONCRETE TYPE SCHEDULE

(03 30 00) CONCRETE SLAB

THICKNESS & REINFORCEMENT PER

CONCRETE TYPE SCHEDULE

FF = 825.33

A102

Sim

A102

Sim

PATCH ASPHALT AS NEEDED

REGRADE ALL DISTURBED

AREAS AS NEEDED

GC TO INSTALL NEW TOP

DIRT TO BE READY FOR

NEW SEEDING (TYP. ALL

DISTURBED AREAS)

RE-SEED ALL DISTURBED

AREAS (BY OWNER)

GC TO INSTALL NEW TOP DIRT TO BE READY FOR NEW

SEEDING (TYP. ALL DISTURBED AREAS)

ALL DISTURBED AREAS TO BE RE-SEEDED BY OWNERCOMPACTED GRAVEL ACCESS

ROAD (6" DEEP)

DEMO EXISTING GRAVEL ROAD IN

THIS SECTION

EXISTING GRAVEL ROAD TO

REMAIN

NEW ASPHALT ROAD

8" COMPACTED STONE - BY GC

6" ASPHALT - BY OWNER

14'-0"

20'-0"

14'-0"

R 20' - 0

REGRADE ALL DISTURBED

AREAS AS NEEDED

D ra in t ile d is c h a rg e

D ra in T ile D is c h a rg e

6" Ø DRAIN TILE

PLAN NORTH

SCALE: As indicated

A101Kenosha County - Brighton Dale Links Storage Facility - Bid-2523

September 3, 2025

Architectural Site Plan

830 248th Ave, Kansasville, WI 53139

1" = 40'-0"1 Site Plan 1" = 20'-0"3 Site - Enlarged Plan New Grading

1" = 20'-0"2 Site - Enlarged Plan - Existing

SYMBOLOGY

CONTOURS - EXISTING

CONTOURS - DEMO

CONTOURS - NEW

SLT SLT

SLT

S L T

SLT

SLT SLTSLT SLT SLT

S L T

EXCESS

FABRIC

GEOTEXTILE FABRIC

SILT FENCE

FLOW 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 DIRECTION

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

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 GEOTEXTILE

FABRIC IS USED.

HORIZONTAL BRACE REQUIRED WITH 2" X 4" WOODEN FRAME

OR EQUIVALENT AT TOP OF POSTS.

TRENCH SHALL BE A MINIMUM OF 4" WIDE & 6" DEEP TO BURY AND ANCHOR

THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH AND BACKFILL &

COMPACT TRENCH WITH EXCAVATED SOIL.

SILT FENCE TO EXTEND ACROSS THE TOP OF THE PIPE.

CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY

CUTTING LENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY USE

ONE OF THE FOLLOWING TWO METHODS;

A) OVERLAP THE END POSTS AND TWIST, OR ROTATE, AT LEAST 180

DEGREES,

B) HOOK THE END OF EACH SILT FENCE LENGTH.

WOOD POSTS SHALL BE A MINIMUM SIZE OF 1" X 1" OF OAK OR HICKORY.

(32 12 00) 2 1/2" ASPHALTIC

HOT MIX SURFACE COURSE

(32 12 00) 3 1/2" ASPHALTIC

HOT MIX BINDER COURSE

(32 12 00) 8" CRUSHED

AGGREGATE BASE COURSE

(03 30 00) New Concrete Slab

(32 12 00) Crushed stone aggregate

(32 12 00) New asphalt

CRUSHED LIMESTONE

PER PAVEMENT KEY

Asphalt @ Topsoil

NEW GRASS

FF = 825.33

A102

Sim

A102

Sim

HATCHED AREA - GC TO REGRADE AS NEEDED.

MUST BE READY FOR NEW SEEDING

ALL NEW SEEDING AND LANDSCAPE BY OWNER.

A102

HATCHED AREA - GC TO REGRADE AS NEEDED.

MUST BE READY FOR NEW SEEDING

ALL NEW SEEDING AND LANDSCAPE BY OWNER.

CONTOURS - EXISTING

CONTOURS - NEW826

PLAN NORTH

SCALE: As indicated

A102Kenosha County - Brighton Dale Links Storage Facility - Bid-2523

September 3, 2025

Grading and Landscape Plan & Details

830 248th Ave, Kansasville, WI 53139

1 1/2" = 1'-0"2 Aspahlt Detail

1 1/2" = 1'-0"3 Concrete to Asphalt

3/4" = 1'-0"4 Typ. Site Edges - Asphalt @ Topsoil

1" = 20'-0"5 Site - Grading & Landscape Plan

SB-1

SB-2

SB-A SB-A

SB-B SB-B

A203

A202

A203

80'-0"

CONTROL JOINTS

10'-0" (TYP.)

C O

N T

R O

L J

T S

(T Y

11'-6" 3'-4" 3'-7 1/2" 16'-0" 44'-2 1/2"

(03 30 00) CONCRETE SLAB

THICKNESS & REINFORCEMENT PER

CONCRETE TYPE SCHEDULE

20'-0"

5'-0" 15'-0"

(05 50 00) CONCRETE FILLED PIPE

BOLLARD PER BOLLARD DETAIL.

INCLUDE PLASTIC SLEEVE (COLOR

SECURITY YELLOW)

(05 50 00) CONCRETE FILLED PIPE

BOLLARD PER BOLLARD DETAIL.

INCLUDE PLASTIC SLEEVE (COLOR

SECURITY YELLOW)

(06 10 00) 3/4"

PLYWOOD BACKING

FOR ELECTRIC PANEL

INSTALLATION

ELECTRIC PANELS BY ELECTRIC

CONTRACTOR

(05 50 00) CONCRETE FILLED PIPE

BOLLARD PER BOLLARD DETAIL.

INCLUDE PLASTIC SLEEVE (COLOR

SECURITY YELLOW)

(07 60 00) 5"x4"ALUMINUM

DOWNSPOUT

5'-0" 20'-0"

TYP. CONTROL

JOINTS

S201

20'-0" storage

CS-101

GC TO INSTALL NEW TOP DIRT TO BE READY FOR NEW

SEEDING (TYP. ALL DISTURBED AREAS)

RE-SEED ALL DISTURBED AREAS (BY OWNER)

GC TO INSTALL NEW TOP DIRT TO BE READY FOR NEW

SEEDING (TYP. ALL DISTURBED AREAS)

RE-SEED ALL DISTURBED AREAS (BY OWNER)

SB-100.1

SB100.A

SB-100B

S B

-1

(03 30 00) CONCRETE TYPE 'C' - 8"

CONCRETE WITH DENSIFIER.

SEE STRUCTURAL PLANS FOR

CONCRETE DETAILS

(03 30 00) CONCRETE TYPE 'C' - 8"

CONCRETE WITH DENSIFIER.

SEE STRUCTURAL PLANS FOR

CONCRETE DETAILS

(03 30 00) CONCRETE TYPE 'C' - 8"

CONCRETE WITH DENSIFIER.

SEE STRUCTURAL PLANS FOR

CONCRETE DETAILS

(03 30 00) CONCRETE TYPE 'C' - 8"

CONCRETE WITH DENSIFIER.

SEE STRUCTURAL PLANS FOR

CONCRETE DETAILS

TYP. CONTROL

JOINTS

S201

(03 30 00) CONCRETE TYPE 'C' -

8" CONCRETE. SEE STRUCTURAL

PLANS FOR CONCRETE DETAILS

(03 30 00) CONCRETE TYPE 'C' -

8" CONCRETE. SEE STRUCTURAL

PLANS FOR CONCRETE DETAILS

(03 30 00) CONCRETE TYPE 'C' -

8" CONCRETE. SEE STRUCTURAL

PLANS FOR CONCRETE DETAILS

ALTERNATE #2

(28 31 00) NEW FIRE ALARM SYSTEM FOR THIS BUILDING

AND EXISTING BUILDING (ALTERNATE 1 BUILDING)

SB-1 SB-2

SB-A

SB-B

A203

A202

A203

PLAN NORTH

SCALE: As indicated

A201Kenosha County - Brighton Dale Links Storage Facility - Bid-2523

September 3, 2025

Floor & Roof Plans

830 248th Ave, Kansasville, WI 53139

1/4" = 1'-0"1 Enlarged Floor Plan

1/8" = 1'-0"2 Storage Building - Roof PlanBrighton Dale Links - OH DOOR SCHEDULE

MARK

DOOR

REMARKSSWING WIDTH HEIGHT THICKNESS

OH SB100.A OH 16' - 0" 16' - 0" 1 3/4"

OH SB-100B OH 16' - 0" 16' - 0" 1 3/4"

Brighton Dale Links - DOOR SCHEDULE

MARK

FROM ROOM TO ROOM DOOR FRAME

REMARKSNUM NAME NUM NAME TYPE MATERIAL SWING WIDTH HEIGHT THICKNESS GLASS TYPE MATERIAL GLASS

SB-100.1 ex exterior CS-101 storage F HM LHR 3' - 0" 7' - 0" 1 3/4" - A HM - -

SB-100.2 ex exterior CS-101 storage F HM LHR 3' - 0" 7' - 0" 1 3/4" - A HM - -

LEVEL 1

0'-0"

SB-ASB-B

BO Truss

20'-0"

A203

3" / 1'-0" 3" / 1'-0"

(13 34 18) 2 ROWS OF SNOW BARS

BY ARCHITECTURAL METAL ROOF

PANEL PER MANUF. SPECS

(08 30 00) NON-INSULATED

SECTIONAL DOOR PER SPECS

SB-100.1

SB100.A

(13 34 18) ARCHITECTURAL METAL

WALL PANELS

16'-0"

(05 50 00) CONCRETE FILLED PIPE

BOLLARD PER BOLLARD DETAIL.

INCLUDE PLASTIC SLEEVE (COLOR

SECURITY YELLOW)

(13 34 18) 2x8 FASCIA BOARD WITH

SHEET METAL FASCIA FINISH

(07 60 00) PRE-FINISHED ALUMINUM

GUTTERS AND DOWNSPOUTS

(07 60 00) 5"x4"ALUMINUM

DOWNSPOUT

(07 60 00) 5"x4"ALUMINUM

DOWNSPOUT

(13 34 18) ARCHITECTURAL METAL

WALL PANELS

(00 00 00) TRANSLUCENT WALL

PANELS

(13 34 18) DOOR PER SHEDULE

(03 30 00) CONTINUOUS

FOUNDATION WALL PER

STRUCTURAL PLANS & DETAILS

(13 34 18) 2 ROWS OF SNOW BARS

BY ARCHITECTURAL METAL ROOF

PANEL PER MANUF. SPECS

(13 34 18) 2x8 FASCIA BOARD WITH

SHEET METAL FASCIA FINISH

(07 60 00) PRE-FINISHED ALUMINUM

GUTTERS AND DOWNSPOUTS

40'-0"

25' - 11 1/4"

(00 00 00) TRANSLUCENT WALL

PANELS

WP1

WP2

(26 00 00) LED WALL PACK BY

ELECTRIC CONTRACTOR. REFER TO

ELECTRICAL PLANS FOR SPECS

(26 00 00) EM LIGHT REMOTE HEAD

S201

LEVEL 1

0'-0"

SB-1SB-2 2

A203

BO Truss

20'-0"

(13 34 18) ARCHITECTURAL METAL

ROOF PANEL

(13 34 18) 2x8 FASCIA BOARD WITH

SHEET METAL FASCIA FINISH

(13 34 18) 2 ROWS OF SNOW BARS

BY ARCHITECTURAL METAL ROOF

PANEL PER MANUF. SPECS

(07 60 00) PRE-FINISHED ALUMINUM

GUTTERS AND DOWNSPOUTS

(13 34 18) ARCHITECTURAL METAL

WALL PANELS

(00 00 00) ARCHITECTURAL

METAL WALL PANELS

(NON-INSULATED)

(03 30 00) CONTINUOUS

FOUNDATION WALL PER

STRUCTURAL PLANS & DETAILS

(13 34 18) 2x8 FASCIA BOARD WITH

SHEET METAL FASCIA FINISH

(13 34 18) ARCHITECTURAL METAL

ROOF PANEL

(13 34 18) 2 ROWS OF SNOW BARS

BY ARCHITECTURAL METAL ROOF

PANEL PER MANUF. SPECS

(05 50 00) CONCRETE FILLED PIPE

BOLLARD PER BOLLARD DETAIL.

INCLUDE PLASTIC SLEEVE (COLOR

SECURITY YELLOW)

80'-0"

EQEQ

(07 60 00) CONTINUOUS RIDGE VENT

(00 00 00) TRANSLUCENT WALL

PANELS

(13 34 18) ARCHITECTURAL METAL

WALL PANELS

(00 00 00) TRANSLUCENT WALL

PANELS

WP1 WP1 WP1 WP1

(26 00 00) LED WALL PACK BY ELECTRIC

CONTRACTOR. REFER TO ELECTRICAL PLANS FOR

SPECS

LEVEL 1

0'-0"

SB-A SB-B

BO Truss

20'-0"

A203

4'-0"

(13 34 18) 2x8 FASCIA BOARD WITH

SHEET METAL FASCIA FINISH

(07 60 00) PRE-FINISHED ALUMINUM

GUTTERS AND DOWNSPOUTS

(07 60 00) 5"x4"ALUMINUM

DOWNSPOUT

(13 34 18) ARCHITECTURAL METAL

WALL PANELS

(03 30 00) CONTINUOUS

FOUNDATION WALL PER

STRUCTURAL PLANS & DETAILS

(13 34 18) 2 ROWS OF SNOW BARS

BY ARCHITECTURAL METAL ROOF

PANEL PER MANUF. SPECS

(13 34 18) 2x8 FASCIA BOARD WITH

SHEET METAL FASCIA FINISH

(07 60 00) PRE-FINISHED ALUMINUM

GUTTERS AND DOWNSPOUTS

(07 60 00) 5"x4"ALUMINUM

DOWNSPOUT

(13 34 18) ARCHITECTURAL METAL

WALL PANELS

(00 00 00) TRANSLUCENT WALL

PANELS

(03 30 00) CONTINUOUS

FOUNDATION WALL PER

STRUCTURAL PLANS & DETAILS

(05 50 00) CONCRETE FILLED PIPE

BOLLARD PER BOLLARD DETAIL.

INCLUDE PLASTIC SLEEVE (COLOR

SECURITY YELLOW)

3" / 1'-0" 3" / 1'-0"

(00 00 00) TRANSLUCENT WALL

PANELS

WP1

LEVEL 1

0'-0"

SB-1 SB-2

A203

BO Truss

20'-0"

80'-0"

12'-2" 3'-4" 3'-8" 16'-0" 44'-11"

SB-100.2 OH

SB-100B

(13 34 18) ARCHITECTURAL METAL

WALL PANELS

(07 60 00) 5"x4"ALUMINUM

DOWNSPOUT

(03 30 00) CONTINUOUS

FOUNDATION WALL PER

STRUCTURAL PLANS & DETAILS

(13 34 18) DOOR PER SHEDULE

(08 30 00) NON-INSULATED

SECTIONAL DOOR PER SPECS

(05 50 00) CONCRETE FILLED PIPE

BOLLARD PER BOLLARD DETAIL.

INCLUDE PLASTIC SLEEVE (COLOR

SECURITY YELLOW)

(13 34 18) 2 ROWS OF SNOW BARS

BY ARCHITECTURAL METAL ROOF

PANEL PER MANUF. SPECS

(13 34 18) ARCHITECTURAL METAL

ROOF PANEL

(07 60 00) PRE-FINISHED ALUMINUM

GUTTERS AND DOWNSPOUTS

(13 34 18) 2x8 FASCIA BOARD WITH

SHEET METAL FASCIA FINISH

16'-0"

(13 34 18) ARCHITECTURAL METAL

ROOF PANEL

(13 34 18) 2x8 FASCIA BOARD WITH

SHEET METAL FASCIA FINISH

(13 34 18) 2 ROWS OF SNOW BARS

BY ARCHITECTURAL METAL ROOF

PANEL PER MANUF. SPECS

(13 34 18) ARCHITECTURAL METAL

WALL PANELS

(07 60 00) 5"x4"ALUMINUM

DOWNSPOUT

(07 60 00) PRE-FINISHED ALUMINUM

GUTTERS AND DOWNSPOUTS

(05 50 00) CONCRETE FILLED PIPE

BOLLARD PER BOLLARD DETAIL.

INCLUDE PLASTIC SLEEVE (COLOR

SECURITY YELLOW)

(03 30 00) CONTINUOUS

FOUNDATION WALL PER

STRUCTURAL PLANS & DETAILS

(07 60 00) CONTINUOUS RIDGE VENT

(00 00 00) TRANSLUCENT WALL

PANELS

(00 00 00) TRANSLUCENT WALL

PANELS

WP1

WP2

WP1 WP1 WP1

(26 00 00) LED WALL PACK BY ELECTRIC

CONTRACTOR. REFER TO ELECTRICAL PLANS FOR

SPECS

S201

3/16" = 1'-0"1 Storage Building - East

3/16" = 1'-0"3 Storage Building - West

3/16" = 1'-0"2 Storage Building - North

SCALE: 3/16" = 1'-0"

A202Kenosha County - Brighton Dale Links Storage Facility - Bid-2523

September 3, 2025

Exterior Elevations

830 248th Ave, Kansasville, WI 53139

LEVEL 1

0'-0"

SB-A SB-B

BO Truss

20'-0"

A203

3" / 1'-0" 3" / 1'-0"

40'-0"

(13 34 18) 2 ROWS OF SNOW BARS

BY ARCHITECTURAL METAL ROOF

PANEL PER MANUF. SPECS

(07 60 00) PRE-FINISHED ALUMINUM

GUTTERS AND DOWNSPOUTS

(07 60 00) 5"x4"ALUMINUM

DOWNSPOUT

(13 34 18) 2x8 FASCIA BOARD WITH

SHEET METAL FASCIA FINISH

(13 34 18) WOOD COLUMNS PER

POLE BARN SPECS & DESIGN

(03 30 00) CONTINUOUS

FOUNDATION WALL PER

STRUCTURAL PLANS & DETAILS

(13 34 18) ARCHITECTURAL METAL

WALL PANELS

(13 34 18) TRANSLUCENT PANELS

TO FOOTING

-4'-0"

(22 00 00) 6" DRAIN TILE

TIE ALL DOWN SPOUTS

TO DRAIN TILE

6" DRAIN TILE

TIE ALL DOWN SPOUTS

TO DRAIN TILE

(13 34 18) DOOR PER SHEDULE

(08 30 00) NON-INSULATED

SECTIONAL DOOR PER SPECS

(13 34 18) POLE BUILDING

CONTRACTORS TO INCLUDE

NECESSARY BLOCKING SUPPORT

FOR OH DOOR SPRING SYSTEM.

(SPRINGS 100,000 CYCLES)

(26 00 00) ELECTRICAL OUTLETS.

COORDINTE WITH ELECTRICAL

PLANS

A203

4'-0"

(13 34 18) 2 ROWS OF SNOW BARS

BY ARCHITECTURAL METAL ROOF

PANEL PER MANUF. SPECS

(26 00 00) LED LIGHT FIXTURES PER

ELECTRICAL LIGHTING PLAN

(26 00 00) LED WALL PACK BY

ELECTRIC CONTRACTOR. REFER TO

ELECTRICAL PLANS FOR SPECS

(26 00 00) INTERIOR ILLUMINATED

"EXIT" SIGN COMBO UNIT - REFER

TO ELECTRICAL PLANS

LEVEL 1

0'-0"

SB-1SB-2 2

A203

BO Truss

20'-0"

(13 34 18) 2x8 FASCIA BOARD WITH

SHEET METAL FASCIA FINISH

(13 34 18) ARCHITECTURAL METAL

WALL PANELS

(03 30 00) CONTINUOUS

FOUNDATION WALL PER

STRUCTURAL PLANS & DETAILS

ELECTRIC PANELS BY ELECTRIC

CONTRACTOR

(06 10 00) 3/4" PLYWOOD BACKING

FOR ELECTRIC PANEL

INSTALLATION

(13 34 18) DOOR PER SHEDULE

(05 50 00) CONCRETE FILLED PIPE

BOLLARD PER BOLLARD DETAIL.

INCLUDE PLASTIC SLEEVE (COLOR

SECURITY YELLOW)

(00 00 00) ROOF TRUSSES BY POLE

BUILDING CONTRACTOR.

(13 34 18) ARCHITECTURAL METAL

ROOF PANEL

16'-0"

SB-100B SB-100.2

TO FOOTING

-4'-0"

P O

L E

B U

O M

P L E

T E

D E

N B

Y P

O L E

B U

C O

N T

R A

C T

O R

(08 30 00) NON-INSULATED

SECTIONAL DOOR PER SPECS

(26 00 00) INTERIOR ILLUMINATED "EXIT" SIGN COMBO

UNIT - REFER TO ELECTRICAL PLANS

LEVEL 1

0'-0"

SB-B

BO Truss

20'-0"

TO FOOTING

-4'-0"

(13 34 18) 2 ROWS OF SNOW BARS

BY ARCHITECTURAL METAL ROOF

PANEL PER MANUF. SPECS

(07 60 00) PRE-FINISHED ALUMINUM

GUTTERS AND DOWNSPOUTS

(13 34 18) 2x8 FASCIA BOARD WITH

SHEET METAL FASCIA FINISH

(13 34 18) ARCHITECTURAL METAL

WALL PANELS

(13 34 18) TRANSLUCENT PANELS

(22 00 00) 6" DRAIN TILE

TIE ALL DOWN SPOUTS

TO DRAIN TILE

(13 34 18) ARCHITECTURAL METAL

ROOF PANEL

(26 00 00) LED WALL PACK BY

ELECTRIC CONTRACTOR. REFER TO

ELECTRICAL PLANS FOR SPECS

(13 34 18) WOOD COLUMNS PER

POLE BARN SPECS & DESIGN

(13 34 18) ROOF TRUSSES BY POST

FRAME BUILDING CONTRACTOR

(07 60 00) 5"x4"ALUMINUM

DOWNSPOUT

(03 30 00) CONTINUOUS

FOUNDATION WALL PER

STRUCTURAL PLANS & DETAILS

(03 30 00) CONTINUOUS STRIP

FOOTING PER STRUCTURAL PLANS

& DETAILS

(03 30 00) 15# FELT PAPER BOND

BREAKER

TYP AT ALL WALLS

(13 34 18) WOOD COLUMNS PER

POLE BARN SPECS & DESIGN

(03 30 00) CONTINUOUS

FOUNDATION WALL PER

STRUCTURAL PLANS & DETAILS

SCALE: As indicated

A203Kenosha County - Brighton Dale Links Storage Facility - Bid-2523

September 3, 2025

Sections & Details

830 248th Ave, Kansasville, WI 53139

1/4" = 1'-0"2 Storage Building - Section N/S

1/4" = 1'-0"1 Storage Building - Section E/W1

5 Storage Building - 3D View SE Corner

4 3D View - East

1/2" = 1'-0"3 Storage Building - Typ. N & S Side Wall Section

T "D

CS-1 CS-2

CS-b

CS-a

31'-2"

1'-2 1/2" 12'-0" 4'-9 1/8" 12'-0" 1'-2 3/8" cold storage

CS-100

fuel storage ex

CS-1 CS-2

CS-b

CS-a

31'-2"

1'-2 1/2" 12'-0" 4'-9 1/8" 12'-0" 1'-2 3/8"

DEMO EXISTING STOREFRONT METAL PANELS

DEMO DOOR &

FRAME

DEMO COMPLETE ROOF

METAL PANELS

ROOF STRUCTURE TO

REMAIN

CS-1 CS-2

CS-b

CS-a

A204

COLOR TO BE DETERMINED BY OWNER

NEW ARCHITECTURAL METAL PANEL - TYPE TO MATCH EXISTING

P A

M E

T A

L P

A N

E L

C O

M P

L E

T E

W A

L L

O L O

R T

O M

A T

C H

N E

W F

R O

N T

P A

N E

L S

(08 11 00) NEW HM DOOR AND DOOR FRAME.

PAINT COMPLETE OH DOORPAINT COMPLETE OH DOOR

PAINT METAL PANELS - COMPLETE WALL - COLOR TO MATCH NEW FRONT PANELS

32'-2 5/8"

P A

M E

T A

L P

A N

E L

C O

M P

L E

T E

W A

L L

O L O

R T

O M

A T

C H

N E

W F

R O

N T

P A

N E

L S cold storage

CS-100

CS-100.1

A204

CONNECT NEW DOWN SPOUTS TO NEW 6" DRAIN PIPE

FIELD VERIFY DISCHARGE LOCATION. INSTALL STONE

RIP RAP AT DISCHARGE

CONNECT NEW DOWN SPOUTS TO NEW 6" DRAIN PIPE

2'-0"

INSTALL WASHED STONE

AROUND BUILDING 12" DEEP

OVER LANDSCAPE FABRIC

THE WORK ON THIS BUILDING WOULD BE A PHASE 2 AFTER THE STORAGE BUILDING IS COMPLETED

ALTERNATE #2

(28 31 00) NEW FIRE ALARM SYSTEM FOR

THIS BUILDING AND NEW COLD STORAGE

FACILITY

ALTERNATE #1

NEW EXTERIOR FINISHES AS INDICATED ON

THIS SHEET

LEVEL 1

0'-0"

CS-1 CS-2

(06 10 00) INSTALL NEW FASCIA

BOARD

(07 60 00) NEW SHEET METAL

FASCIA BOARD

(07 60 00) NEW

ARCHITECTURAL METAL

ROOF PANELS

3" / 1'-0" 3" / 1'-0"

12'-0"

(07 60 00) NEW ARCHITECTURAL METAL

PANELS. (NON INSULATED). INSTALL NEW

FLASHING AROUND EXISTING OH DOORS

AND NEW HM DOOR PER MANUF. SPECS.

(06 10 00) INSTALL NEW FASCIA

BOARD

(07 60 00) NEW SHEET METAL

FASCIA BOARD

(07 60 00) NEW PRE-FINISHED

SHEET METAL GUTTERS AND

DOWNSPOUTS

(06 10 00) INSTALL NEW FASCIA

BOARD

(07 60 00) NEW SHEET METAL

FASCIA BOARD

(07 60 00) NEW PRE-FINISHED

SHEET METAL GUTTERS AND

DOWNSPOUTS

(08 11 00) NEW HM DOOR AND DOOR FRAME

(07 60 00) NEW PRE-FINISHED

SHEET METAL 4"x5"

DOWNSPOUTS

(07 60 00) NEW PRE-FINISHED

SHEET METAL 4"x5"

DOWNSPOUTS

LEVEL 1

0'-0"

CS-1CS-2

(06 10 00) INSTALL NEW FASCIA

BOARD

(07 60 00) NEW SHEET METAL

FASCIA BOARD

(07 60 00) NEW

ARCHITECTURAL METAL

ROOF PANELS

(06 10 00) INSTALL NEW FASCIA

BOARD

(07 60 00) NEW SHEET METAL

FASCIA BOARD

(07 60 00) NEW PRE-FINISHED

SHEET METAL GUTTERS AND

DOWNSPOUTS

(06 10 00) INSTALL NEW FASCIA

BOARD

(07 60 00) NEW SHEET METAL

FASCIA BOARD

(07 60 00) NEW PRE-FINISHED

SHEET METAL GUTTERS AND

DOWNSPOUTS

(07 60 00) NEW PRE-FINISHED

SHEET METAL 4"x5"

DOWNSPOUTS

(07 60 00) NEW PRE-FINISHED

SHEET METAL 4"x5"

DOWNSPOUTS

(07 60 00) NEW

ARCHITECTURAL METAL

ROOF PANELS

EXISTING ARCHITECTURAL WALL METAL PANELS TO REMAIN

LEVEL 1

0'-0"

CS-bCS-a

EXISTING ARCHITECTURAL WALL METAL PANELS TO REMAIN

(06 10 00) INSTALL NEW FASCIA

BOARD

(07 60 00) NEW SHEET METAL

FASCIA BOARD

(07 60 00) NEW

ARCHITECTURAL METAL

ROOF PANELS

(07 60 00) NEW SHEET METAL

FASCIA BOARD

(07 60 00) NEW PRE-FINISHED

SHEET METAL GUTTERS AND

DOWNSPOUTS

(07 60 00) NEW PRE-FINISHED

SHEET METAL 4"x5"

DOWNSPOUTS

(06 10 00) INSTALL NEW FASCIA

BOARD

(07 60 00) NEW SHEET METAL

FASCIA BOARD

(07 60 00) NEW

ARCHITECTURAL METAL

ROOF PANELS

(07 60 00) NEW SHEET METAL

FASCIA BOARD

(07 60 00) NEW PRE-FINISHED

SHEET METAL GUTTERS AND

DOWNSPOUTS

(07 60 00) NEW PRE-FINISHED

SHEET METAL 4"x5"

DOWNSPOUTS

LEVEL 1

0'-0"

CS-b CS-a

(06 10 00) INSTALL NEW FASCIA

BOARD

(07 60 00) NEW SHEET METAL

FASCIA BOARD

(07 60 00) NEW

ARCHITECTURAL METAL

ROOF PANELS

(07 60 00) NEW SHEET METAL

FASCIA BOARD

(07 60 00) NEW PRE-FINISHED

SHEET METAL GUTTERS AND

DOWNSPOUTS

(07 60 00) NEW PRE-FINISHED

SHEET METAL 4"x5"

DOWNSPOUTS

(06 10 00) INSTALL NEW FASCIA

BOARD

(07 60 00) NEW SHEET METAL

FASCIA BOARD

(07 60 00) NEW

ARCHITECTURAL METAL

ROOF PANELS

(07 60 00) NEW SHEET METAL

FASCIA BOARD

(07 60 00) NEW PRE-FINISHED

SHEET METAL GUTTERS AND

DOWNSPOUTS

(07 60 00) NEW PRE-FINISHED

SHEET METAL 4"x5"

DOWNSPOUTS

EXISTING ARCHITECTURAL WALL METAL PANELS TO REMAIN

PLAN NORTH

SCALE: As indicated

A204Kenosha County - Brighton Dale Links Storage Facility - Bid-2523

September 3, 2025

Cold Storage Building - ALTERNATE #1 (Phase 2)

830 248th Ave, Kansasville, WI 53139

1/8" = 1'-0"1 Cold Storage Building - Exist

1/8" = 1'-0"2 Cold Storage Building - Demo 1/4" = 1'-0"3 Cold Storage Building - Floor Plan

1/4" = 1'-0"4 Cold Storage - South

1/4" = 1'-0"5 Cold Storage - North

1/4" = 1'-0"6 Cold Storage - East 1/4" = 1'-0"7 Cold Storage - West

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

T "D

SB-A SB-A

SB-B SB-B

A203

A202

A203

5'-0"

(03 30 00) 8" CONCRETE

STOOP WALLS (03 30 00) 8" CONCRETE

STOOP WALLS

S201

Sim

S201

Sim

S201

Sim

S201

Sim

S201

Sim

4'-8"

FIELD VERIFY CONDITIONS.

DISCHARGE DISTANCE 20 FT AWAY.

FIELD VERIFY CONDITIONS.

DISCHARGE DISTANCE 20 FT AWAY.

6" Ø DRAIN TILE ALL

AROUND BUILDING

CONCRETE TYPE 'C'

CONCRETE TYPE "C"

8" CONCRETE w/#3 EPOXY COATED REINF. @ 16" O.C. E.W. "or" 6 x 6 W

2.9 x W 2.9 EPOXY COATED HIGHWAY MESH w/ 10 MIL POLYETHYLYNE

VAPOR BARRIER (INTERIOR SLABS ONLY) OVER 8" COMPACTED

LIMESTONE. #5 EPOXY COATED BARS REQ @ EXPANSION JOINTS OR

END OF CONSTRUCTION JOINTS 16" O.C. 2'-0" LONG

CONCRETE SLAB NOTES

LEVEL 1

0'-0"

SB-A

BO Truss

20'-0"

TO FOOTING

-4'-0"

P O

L E

B U

O M

P L E

T E

D E

N B

Y P

O L E

B U

C O

N T

R A

C T

O R

3" / 1'-0"

(13 34 18) 2 ROWS OF SNOW BARS

BY ARCHITECTURAL METAL ROOF

PANEL PER MANUF. SPECS

(07 60 00) PRE-FINISHED ALUMINUM

GUTTERS AND DOWNSPOUTS

(13 34 18) ARCHITECTURAL METAL

ROOF PANEL

(07 60 00) 5"x4"ALUMINUM

DOWNSPOUT

(13 34 18) 2x8 FASCIA BOARD WITH

SHEET METAL FASCIA FINISH

6" DRAIN TILE

TIE ALL DOWN SPOUTS

TO DRAIN TILE

(03 30 00) CONTINUOUS

FOUNDATION WALL PER

STRUCTURAL PLANS & DETAILS

(03 30 00) 15# FELT PAPER BOND

BREAKER

TYP AT ALL WALLS

(13 34 18) ARCHITECTURAL METAL

WALL PANELS

(13 34 18) WOOD COLUMNS PER

POLE BARN SPECS & DESIGN

TRANSLUCENT PANELS

2'-6" 8" 1'-6"

4'-8"

(03 30 00) #5 VERT. BARS @ 12" O.C.

(03 30 00) #5 HORIZ. BARS @ 16" O.C.

(03 30 00) #5 BARS - 52" LONG @ 16" O.C.

(03 30 00) (3) #5 BARS CONTINUOUS

(03 30 00) (4) #5 BARS CONTINUOUS

(13 34 18) ANCHORING BRACKET

EMBEDED IN CONCRETE. BRACKET

PROVIDE 2 or 4 POSTS @ EA.

O.H. DOOR PER PLANS

O.H. DOOR LINE

3/4" CUBIC YARD

OF CONCRETE PER

(03 30 00)

4" DIA STEEL TUBE

CONCRETE FILLED

SMOOTH FINISH TOP

VERIFY DISTANCE

W/ O.H. CONTRACTOR

1'-0"

(03 30 00) 2 - #5 BARS

CONTINUOUS

(03 30 00) BENT #4 BARS @ 16" O.C.

(03 30 00) CONCRETE TYP 'C'

TYP. ALL STOOPS

ELEV. +0'-0"

T/ STOOP @ END

ELEV. -4'-0"

B/ FROST WALL

SEE CIVIL SHEETS

'-7

STOOP DIMENSIONS:

5'-0" X 5'-0" U.N.O.

ULTIMATE WIND SPEED 107 MPH

IMPORTANCE FACTOR 1.00

OCCUPANCY CATEGORY II

EXPOSURE CATEGORY B

ENCLOSURE CLASSIFICATION ENCLOSED

WIND LOAD DATA

WIND LOADS

INTERIOR ZONE - WALL:

INTERIOR ZONE - ROOF:

END ZONE - WALL:

END ZONE - ROOF:

MAIN WIND FORCE RESISTING SYSTEM

END ZONE: 8.0 FEET

14.9 PSF

-4.4 PSF

22.4 PSF

-7.7 PSF

COMPONENTS AND CLADDING

ROOF SURFACE PRESSURE (PSF)

AREA

NEGATIVE ZONE 1 & 2e

NEGATIVE ZONE 2n, 2r & 3e

NEGATIVE ZONE 3r

POSITIVE ZONES

10 S.F.

-35.0

-51.1

-60.8

16.0

50 S.F.

-21.3

-35.0

-40.5

16.0

100 S.F.

-16.0

-28.1

-31.8

16.0

WALL SURFACE PRESSURE (PSF)

AREA

NEGATIVE ZONE 4

NEGATIVE ZONE 5

POSITIVE ZONES

10 S.F.

-20.6

-25.4

19.0

100 S.F.

-17.7

-19.7

16.1

500 S.F.

-16.0

16.0

INTERIOR ZONE = 3.1 PSF

END ZONE = 7.3 PSF

NET UPLIFT

TRANSVERSE DIRECTION:

INTERIOR ZONE - WALL:

END ZONE - WALL:

12.0 PSF

18.2 PSF

LONGITUDINAL DIRECTION:

SNOW

DEAD LOAD

ROOF LOAD

10 P.S.F.

26 P.S.F.

DESIGN LOAD 36 P.S.F.

9.7

METAL ROOF 1.5

ROOF DECKING 2.2

ROOF TRUSSES 3.0

MECHANICAL 3.0

OCCUPANCY CATEGORY II

IMPORTANCE FACTOR 1.00

SITE CLASS D

Ss (0.2 sec) = 8.9%g S1 (1.0 sec) = 5.3%g

Fa = 1.600 Sms = 0.142 Sds = 0.095 Design Category = A Fv = 2.400 Sm1 = 0.127 Sd1 = 0.085 Design Category = B

SEISMIC DESIGN CATEGORY = B

DESIGN PROCEDURE = EQUIVALENT LATERAL FORCE DESIGN

DESIGN BASE SHEAR V=0.032W

SEISMIC LOAD DATA

SEISMIC LOADS

(31 20 00) CRUSHED STONE AGGREGATE

VARIES 2'-0" MIN

(07 11 00) 10 MIL VAPOR BARRIER

(03 30 00) REINFORCING PER

SCHEDULE

(03 30 00) CONCRETE SLAB

OVERLAP REINFORCING

AT CONSTRUCTION JOINTS

CONSTRUCTION JOINT

1'-0" MIN

(07 11 00) AIR SHIELD FLASHING TAPE

AT EXTERIOR WALL LINE

(03 30 00) 15# FELT - BOND BREAKER

CONTROL JOINT

PLAN NORTH

SCALE: As indicated

S201Kenosha County - Brighton Dale Links Storage Facility - Bid-2523

September 3, 2025

Foundation, Stuctural Plans & Details

830 248th Ave, Kansasville, WI 53139

1/8" = 1'-0"1 Foundation Plan

1/2" = 1'-0"6 Typ. Side Wall Section 1/2" = 1'-0"4 Bollard Detail

1/2" = 1'-0"3 Typical Frost Stoop

1 : 62 Concrete Slab - Type C

SB-1

SB-2

SB-A SB-A

SB-B SB-B

A203

A202

A203

NEW 200 AMP

PANEL "A"

A-01

A-02

A-02 A-02 A-03 A-03 A-03

A-04

A-04A-05A-05A-05

OH Door A-10/12/14

OH Door A-11/13/15

SB-100.2

SB-100B

SB-100.1

SB100.A

FUTURE PIPE(100 AMP

SERVICE) TO EXISTING

BUILDING

NEW 1-1/2" CONDUIT FOR

FUTURE 100 AMP SERVICE

CAP END FOR FUTURE CONNECTION.

FEEDER LINE BY POWER

UTILITY COMPANY (FROM

ELEC. TRANSFORMER)

NEW ELECTRIC METER

BY UTILITY COMPANY

SB-1 SB-2

SB-A

SB-B

D1 A-06

D1 A-08

D1 A-06

D1 A-08

WP1

A-07

WP2

A-06

WP2

A-09

WP1

A-09

WP1

A-07

WP1

A-09

WP1

A-07

WP1

A-07

WP1

A-07

WP1

A-07

WP1

A-07

WP1

A-07

EML1

A-06

(26 00 00) EM LIGHT REMOTE HEAD

(26 00 00) EM LIGHT REMOTE HEADEML1

A-06

LIGHT FIXTURES SCHEDULE

TAG MOUNTING VOLTAGE LOAD MAKE DESCRIPTION MODEL

D1 SUSPENDED MVOLT 76 VA LITHONIA LED High Bay 12,000 Lumes w/Integral 360 deg motion sensing control IBG 12000LM SEF WD MV 40K 80CRI LAOZU

WP1 WALL MVOLT 18 W LITHONIA LED Wall Pack w/ Bi-Level motion sensor WDGE2 LED P3 80CRI 40K VF MVOLT SRM PIRH1FC3V

WP2 WALL MVOLT 22.8W LITHONIA LED Wall Pack w/ Photocel WDGE1 LED P2 80CRI 40K VF MVOLT SRM PE

EML1 WALL MVOLT 3W LITHONIA LED Emergency Light / Exit Combo ECRG H0 DQ M6 120/277V 4W w/ ERE Remote Headlamps

(ERE W T SQ WP)

UTILITY PADMOUNT

COORDINATE WITH UTILITY

CONTRACTOR TO INCLUDE

CONCRETE BASE IN

ACCORDANCE WITH UTILIY

REQUIREMENTS

120/240V 1ph

SERVICE CONDUCTORS BY UTILITY

PNL 'A' 200

amp

120/240 V 1 ph / 3W

SERVICE GROUND: (2)

TWO 10' GROUND ROD,

WATER PIPE, ALL #6

EXTERIOR LIGHTS

PLAN NORTH

SCALE: As indicated

E201Kenosha County - Brighton Dale Links Storage Facility - Bid-2523

September 3, 2025

Electrical - Power & Lighting Plans

830 248th Ave, Kansasville, WI 53139

1/8" = 1'-0"1 Electric Floor Plan 1/8" = 1'-0"2 Lighting Plan

1/2" = 1'-0"3 Electrical Riser

WIRE SIZE SCHEDULE

WIRE SIZES FOR BRACH CIRCUITS OF 100' LENGTH

OR LESS SHALL BE:

20A BREAKER - #12 CU

25-35A BREAKER - #10 CU

40-50A BREAKER - # 8 CU

55-65A BREAKER - # 6 CU

LARGER AS LISTED BY NEC OR AS SHOWN BY RISER

BRANCH CIRCUITS OF 101-200' IN LENGTH SHALL USE

ONE LARGER SIZE OF WIRE (IE. A CIRCUIT 150' IN

LENGTH WITH A 20A BREAKER SHALL USE #10)

BRANCH CIRCUITS OF GREATER THAN 200' IN

LENGTH SHALL USE TWO LARGER SIZES OF WIRE (IE.

A CIRCUIT 275' IN LENGTH WITH A 20A BREAKER

SHALL USE # 8)

Sheets

01 - Title Sheet

A101 - Architectural Site Plan

A102 - Grading and Landscape Plan & Details

A201 - Floor & Roof Plans

A202 - Exterior Elevations

A203 - Sections & Details

A204 - Cold Storage Building - ALTERNATE #1 (Phase 2)

E201 - Electrical - Power & Lighting Plans

S201 - Foundation, Stuctural Plans & Details

File details come from the government source that posted it. Updated Sep 8, 2025.