VA69D-18-B-1635-005.pdf

Drawn ByChecked By

Project Number

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

Location

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 8/4/2017 2:20:12 PM

G101

GENERAL NOTES/AERIAL VIEW TOMAH

VAMC

CONSTRUCT

WAREHOUSE (D)

RL TO

Date

676-CSI-001

B-414

16042

500 E VETERANS ST, TOMAH, WI

100% CONSTRUCTION DOCUMENTS

ABBREVIATIONSARCHITECTURAL SYMBOLS MATERIAL LIST

SOUTHEAST AERIAL PERSPECTIVE

No. Description Date

Date Drawn ByChecked By

Project Number

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

Location

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 8/4/2017 2:20:22 PM

GI101

FIRE AND LIFE SAFETY PLAN TOMAH

VAMC

CONSTRUCT

WAREHOUSE (D)

RL TO

676-CSI-001

B-414

16042

500 E VETERANS ST, TOMAH, WI

100% CONSTRUCTION DOCUMENTS

1/8" = 1'-0"GI101

F3 LIFE SAFETY PLAN

No. Description Date

NORTH

BUILDING CODE

STEPS

STEPS

Drawn ByChecked By

Project Number

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

Location

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 8/4/2017 2:15:52 PM

AD101

DEMOLITION BUILDING PLANS TOMAH

VAMC

CONSTRUCT

WAREHOUSE (D)

RL TO

Date

676-CSI-001

B-414

16042

500 E VETERANS ST, TOMAH, WI

100% CONSTRUCTION DOCUMENTS

1/16" = 1'-0"AD101

C2

BUILDING 390 FIRST FLOOR DEMO

PLANNORTH

1/16" = 1'-0"AD101

C6

BUILDING 390 BASEMENT FLOOR

DEMO PLAN

1/16" = 1'-0"AD101

F6

BUILDING 70 FIRST FLOOR DEMO

PLAN

1/16" = 1'-0"AD101

F2

BUILDING T370 FIRST FLOOR DEMO

PLANNORTH NORTH

NORTH

GENERAL NOTES - DEMOLITION

No. Description Date

0' 8' 16' 32'

SCALE 1/16" = 1'-0"

LIFT STATION

VAPORIZER

POST

952.5

952.6

950.9

951.5

952.6

952.5

953.4

952.8

952.4

951.4

950.7

950.4

956.4

R

IN

IN

IN

H

RIM=952.5

INV=947.3

NEW BUILDING 414 -

MAIN WAREHOUSE

Date Drawn ByChecked By

Project Number

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

Location

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 8/4/2017 2:16:17 PM

AS100

ARCHITECTURAL SITE PLAN TOMAH

VAMC

CONSTRUCT

WAREHOUSE (D)

RL TO

676-CSI-001

B-414

16042

500 E VETERANS ST, TOMAH, WI

100% CONSTRUCTION DOCUMENTS

1/16" = 1'-0"AS100

F3 SITE PLAN ARCHITECTURAL

NORTH

10' - 0"

Project Number

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

Location

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 8/4/2017 2:15:53 PM

AE101

FIRST FLOOR PLAN TOMAH

VAMC

CONSTRUCT

WAREHOUSE (D)

RL TO

676-CSI-001

B-414

16042

500 E VETERANS ST, TOMAH, WI

100% CONSTRUCTION DOCUMENTS

1/8" = 1'-0"AE101

F3 FIRST FLOOR PLAN

NORTH

GENERAL NOTES - FLOOR PLANS

No. Description Date

ROOM FINISH NOTES

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

Location

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 8/4/2017 2:15:55 PM

AE102

FIRST FLOOR REFLECTED CEILING

PLAN

TOMAH

VAMC

CONSTRUCT

WAREHOUSE (D)

RL TO

676-CSI-001

B-414

16042

500 E VETERANS ST, TOMAH, WI

100% CONSTRUCTION DOCUMENTS

1/8" = 1'-0"AE102

E4

FIRST FLOOR REFLECTED CEILING

PLAN

GENERAL NOTES - REFLECTED

CEILING PLAN

NORTH

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

Location

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 8/4/2017 2:15:56 PM

AE103

ROOF PLAN TOMAH

VAMC

CONSTRUCT

WAREHOUSE (D)

RL TO

676-CSI-001

B-414

16042

500 E VETERANS ST, TOMAH, WI

100% CONSTRUCTION DOCUMENTS

GENERAL NOTES - ROOF PLAN

NORTH

1/8" = 1'-0"AE103

E4 ROOF PLAN

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

Location

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 8/4/2017 2:15:58 PM

AE200

EXTERIOR ELEVATIONS TOMAH

VAMC

CONSTRUCT

WAREHOUSE (D)

RL TO

676-CSI-001

B-414

16042

500 E VETERANS ST, TOMAH, WI

100% CONSTRUCTION DOCUMENTS

1/8" = 1'-0"AE200

F6 SOUTH BUILDING ELEVATION

1/8" = 1'-0"AE200

C6 NORTH BUILDING ELEVATION

1/8" = 1'-0"AE200

F1 EAST BUILDING ELEVATION

1/8" = 1'-0"AE200

C1 WEST BUILDING ELEVATION

12" = 1'-0"

PRECAST FINISH KEY

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

Location

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 8/4/2017 2:16:02 PM

AE203

INTERIOR ELEVATIONS & EQUIP

SCHEDULE

TOMAH

VAMC

CONSTRUCT

WAREHOUSE (D)

RL TO

676-CSI-001

B-414

16042

500 E VETERANS ST, TOMAH, WI

100% CONSTRUCTION DOCUMENTS

1/4" = 1'-0"AE203

C1 STAIR ELEVATION

No. Description Date

1/2" = 1'-0"AE203

A6 TOILET- WEST

1/2" = 1'-0"AE203

A8 TOILET- SOUTH

1/2" = 1'-0"AE203

E1 DATA ROOM EXTERIOR

1/2" = 1'-0"AE203

C8 RECEIVING STATION

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

Location

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 8/4/2017 2:16:03 PM

AE300

BUILDING SECTIONS TOMAH

VAMC

CONSTRUCT

WAREHOUSE (D)

RL TO

676-CSI-001

B-414

16042

500 E VETERANS ST, TOMAH, WI

100% CONSTRUCTION DOCUMENTS

1/4" = 1'-0"AE300

F2

LONGITUDINAL SECTION -

LOOKING EAST

1/4" = 1'-0"AE300

C2

TRANSVERSE SECTION - LOOKING

SOUTH

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

Location

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 8/4/2017 2:16:04 PM

AE500

WALL TYPES TOMAH

VAMC

CONSTRUCT

WAREHOUSE (D)

RL TO

676-CSI-001

B-414

16042

500 E VETERANS ST, TOMAH, WI

100% CONSTRUCTION DOCUMENTS

Drawn ByChecked By

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

Location

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 8/4/2017 2:16:05 PM

AE501

WALL SECTIONS TOMAH

VAMC

CONSTRUCT

WAREHOUSE (D)

RL TO

Date

676-CSI-001

B-414

16042

500 E VETERANS ST, TOMAH, WI

100% CONSTRUCTION DOCUMENTS

1/2" = 1'-0"AE501

E3 WALL AT DOCK

1/2" = 1'-0"AE501

E1 WALL AT WINDOW & DOOR

1/2" = 1'-0"AE501

E6 WALL AT SCUPPER

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

Location

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 8/4/2017 2:16:08 PM

AE502

EXTERIOR DETAILS TOMAH

VAMC

CONSTRUCT

WAREHOUSE (D)

RL TO

676-CSI-001

B-414

16042

500 E VETERANS ST, TOMAH, WI

100% CONSTRUCTION DOCUMENTS

1 1/2" = 1'-0"AE502

B4 OVERHEAD DOOR HEAD DETAIL

No. Description Date

1" = 1'-0"AE502

B7 ROOF STAIR HATCH DETAIL

1" = 1'-0"AE502

F1 EXTERIOR STAIR DETAIL

1 1/2" = 1'-0"AE502

F4

OVERHEAD DOOR DOCK LEVELER

DETAIL

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

Location

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 8/4/2017 2:16:13 PM

AE503

INTERIOR DETAILS TOMAH

VAMC

CONSTRUCT

WAREHOUSE (D)

RL TO

676-CSI-001

B-414

16042

500 E VETERANS ST, TOMAH, WI

100% CONSTRUCTION DOCUMENTS

No. Description Date

3" = 1'-0"AE503

F1

INTERIOR ROOF AND FLOOR AT

INTERIOR WALL

3" = 1'-0"AE503

F4

INTERIOR DOOR HEAD (JAMB SIM)

AND SILL

3" = 1'-0"AE503

F7

INTERIOR ROOF AND FLOOR AT

EXTERIOR WALL

1 1/2" = 1'-0"AE503

C1 GIRDER POCKET DETAIL

1 1/2" = 1'-0"AE503

C4 TRENCH DRAIN DETAIL

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

Location

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 8/4/2017 2:16:15 PM

AE504

TYPICAL DETAILS TOMAH

VAMC

CONSTRUCT

WAREHOUSE (D)

RL TO

676-CSI-001

B-414

16042

500 E VETERANS ST, TOMAH, WI

100% CONSTRUCTION DOCUMENTS

No. Description Date

1 1/2" = 1'-0"AE504

A1 TYPICAL FOUNDATION DETAIL

1 1/2" = 1'-0"AE504

A3 TYPICAL ROOF DETAIL

1 1/2" = 1'-0"AE504

A6

TYPICAL HEAD & SILL (JAMB SIM)

WINDOW DETAIL

1 1/2" = 1'-0"AE504

A8 TYPICAL PLAN DETAIL

1 1/2" = 1'-0"AE504

F1

TYPICAL EXTERIOR BOLLARD

DETAIL

3" = 1'-0"AE504

F3 TYPICAL SCUPPER DETAIL

3" = 1'-0"AE504

F6

TYPICAL EXTERIOR DOOR HEAD

(JAMB SIM) DETAIL

1 1/2" = 1'-0"AE504

F8

TYPICAL EXTERIOR DOOR SILL

DETAIL

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

Location

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 8/4/2017 2:16:16 PM

AE505

DOOR AND WINDOW TYPES

AND SCHEDULES

TOMAH

VAMC

CONSTRUCT

WAREHOUSE (D)

RL TO

676-CSI-001

B-414

16042

500 E VETERANS ST, TOMAH, WI

100% CONSTRUCTION DOCUMENTS

No. Description Date

DOOR TYPE 1/2

DOOR NOTES

DOOR TYPE 3

WINDOW TYPE A

DOOR TYPE 3A

POND

GAZEBO

VETERANS

GOLF

COURSE

PARK

AREA

ROADS & GROUNDS

STORAGE YARD 295

TENNIS

COURT

ENGINEERING

CORPORATION

YARD

LP FUEL

STORAGE

SCRAP

STORAGE

PARKING

D STREET

260370

F STREET F STREET

P3

6 5

B STREET

PARKINGPARKING

DAYCARE

PLAYGROUND

B STREET

240A

C STREET

PARKING

E STREET

P2

25 23

402A

MEMORY

GARDEN

ENCLOSED

S.S.

S.S.

S.S. S.S.

S.S.

S.S.

S.S.

P4

ENCLOSED WALKWAY

P7

P5

424 452

COURTYARD

446 450

ENCLOSED WALKWAY

P6 P6

HELO PAD

ENCLOSED WALKWAY

E STREET

P10

P9

B400

CLINICAL

ADDITION

P1

P1

ENCLOSED

WALKWAY

VETERANS

GOLF

COURSE

ENCLOSED WALKWAY

P8

P8

EAST VETERANS STREET

POND

GAZEBO

VETERANS

GOLF

COURSE

PARK

AREA

ROADS & GROUNDS

STORAGE YARD 295

TENNIS

COURT

ENGINEERING

CORPORATION

YARD

LP FUEL

STORAGE

SCRAP

STORAGE

PARKING

D STREET

260370

F STREET F STREET

P3

6 5

B STREET

PARKINGPARKING

DAYCARE

PLAYGROUND

B STREET

240A

C STREET

PARKING

E STREET

P2

25 23

402A

MEMORY

GARDEN

ENCLOSED

S.S.

S.S.

S.S. S.S.

S.S.

S.S.

S.S.

P4

ENCLOSED WALKWAY

P7

P5

424 452

COURTYARD

446 450

ENCLOSED WALKWAY

P6 P6

HELO PAD

ENCLOSED WALKWAY

E STREET

P10

P9

B400

CLINICAL

ADDITION

P1

P1

ENCLOSED

WALKWAY

VETERANS

GOLF

COURSE

ENCLOSED WALKWAY

P8

P8

EAST VETERANS STREET

POND

GAZEBO

VETERANS

GOLF

COURSE

PARK

AREA

ROADS & GROUNDS

STORAGE YARD 295

TENNIS

COURT

ENGINEERING

CORPORATION

YARD

LP FUEL

STORAGE

SCRAP

STORAGE

PARKING

D STREET

260370

F STREET F STREET

P3

6 5

B STREET

PARKINGPARKING

DAYCARE

PLAYGROUND

B STREET

240A

C STREET

PARKING

E STREET

P2

25 23

402A

MEMORY

GARDEN

ENCLOSED

S.S.

S.S.

S.S. S.S.

S.S.

S.S.

S.S.

P4

ENCLOSED WALKWAY

P7

P5

COURTYARD

446 450

ENCLOSED WALKWAY

P6 P6

HELO PAD

ENCLOSED WALKWAY

E STREET

P10

P9

B400

CLINICAL

ADDITION

P1

P1

ENCLOSED

WALKWAY

VETERANS

GOLF

COURSE

VETERANS

GOLF

COURSE

ENCLOSED WALKWAY

P8

P8

EAST VETERANS STREET

POND

GAZEBO

VETERANS

GOLF

COURSE

PARK

AREA

ROADS & GROUNDS

STORAGE YARD 295

TENNIS

COURT

ENGINEERING

CORPORATION

YARD

LP FUEL

STORAGE

SCRAP

STORAGE

PARKING

D STREET

260370

F STREET F STREET

P3

6 5

B STREET

PARKINGPARKING

DAYCARE

PLAYGROUND

B STREET

240A

C STREET

PARKING

E STREET

P2

25 23

402A

MEMORY

GARDEN

ENCLOSED

S.S.

S.S.

S.S. S.S.

S.S.

S.S.

S.S.

P4

ENCLOSED WALKWAY

P7

P5

COURTYARD

446 450

ENCLOSED WALKWAY

P6 P6

HELO PAD

ENCLOSED WALKWAY

E STREET

P10

P9

B400

CLINICAL

ADDITION

P1

P1

ENCLOSED

WALKWAY

VETERANS

GOLF

COURSE

VETERANS

GOLF

COURSE

ENCLOSED WALKWAY

P8

P8

EAST VETERANS STREET

Department of Veterans Affairs

Date Drawn ByChecked By

Project Number

MECHANICAL/PLUMBING

RING & DUCHATEAU

17400 WEST CAPITOL DRIVE

BROOKFIELD, WI 53045

STRUCTURAL

LARSON ENGINEERING, INC.

3333 N. MAYFAIR RD, SUITE 211

WAUWATOSA, WI 53222

414.231.9192

CONSTRUCT

WAREHOUSE D

22 JUNE, 2017

160101 No. Description Date

ENVIRONMENTAL MANAGEMENT CONSULTING

THE SIGMA GROUP

1300 W CANAL ST #200

MILWAUKEE, WI 53233

414.643.4200

CIVIL

ANDERSON ENGINEERING OF MINNESOTA

13605 1ST AVE N #100

PLYMOUTH, MN

763-412-4000

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

TOMAH, WISCONSIN

Location on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d o ne h al f i nc he s = o ne fo ot th re e in ch es o ne fo ot

0' 4'

8'

0'

4' 8'

0' 4'

0' 2'

6" 0'

1' 6"

0' 1'

6" 1"

6" 0'

1' 2'

0' 4'

13100 watertown plank road suite 200 elm grove, wi 53122

100% CONSTRUCTION DOCUMENTS

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

ELECTRICAL

APOGEE CONSULTING GROUP

1151 KILDAIRE FARM ROAD SUITE 120

CARY, NC 27511

DATUM

HORIZONTAL = MONROE COUNTY COORDINATE SYSTEM, NAD 83 (2011), VERTICAL = NAVD 1988

THE PRIMARY BENCHMARK IS NGS SURVEY MONUMENT "DH5454" ELEVATION = 966.40 FEET

VF101

EXISTING CONDITIONS

SURVEY BASEMAP

SURVEY CONTROL POINT

NOTES:

1. EXISTING CONDITIONS SURVEY WAS PROVIDED BY OWNER (VA), AND MODIFIED BASED

ON RECENT UTILITY LOCATES AND AS-BUILT MAPS. INFORMATION IS FOR REFERENCE

ONLY. CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND ELEVATION OF ALL

BUILDINGS AND UTILITIES (PUBLIC AND PRIVATE) AS REQUIRED FOR PROJECT.

2. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE BASED

UPON EXISTING DRAWINGS PROVIDED BY THE OWNER, ABOVE GROUND EVIDENCE,

AND A UTILITY LOCATE. THERE IS NO GUARANTEE AS TO THE ACCURACY OR THE

COMPLETENESS OF THIS INFORMATION. THE SIZE AND LOCATION SHOULD BE

CONSIDERED APPROXIMATE. ADDITIONAL UNDERGROUND UTILITIES MAY BE PRESENT.

VERIFICATION OF THE EXISTENCE AND LOCATION OF ALL UTILITIES SHALL BE

OBTAINED FROM THE UTILITY OWNERS PRIOR TO CONSTRUCTION.

3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONTROL POINTS SHOWN BY A

LICENSED LAND SURVEYOR PRIOR TO ANY CONSTRUCTION ACTIVITY.

4. CONTRACTOR TO PROVIDE OWNER SURVEY DATA VERIFYING THE CONTROL POINTS

ARE ACCURATE PRIOR TO CONSTRUCTION ACTIVITY AND AGAIN PRIOR TO THE END OF

CONSTRUCTION. REPORT ANY DEVIATION TO THE PROJECT ENGINEER AND OWNER

BEFORE USE AND ANNOTATE ON FINAL AS-BUILTS.

5. UTILITY INSTALLATION AS DEPICTED AND DESIGNATED HEREON ARE APPROXIMATE

ONLY.

6. IT SHALL BE THE DUTY OF THE CONTRACTOR TO INITIATE A UTILITY LOCATE AND

VERIFY AND PROTECT ALL ON SITE UTILITIES WITHIN THE CONSTRUCTION LIMITS AT

ALL TIMES DURING CONSTRUCTION ACTIVITIES.

GEOTECHNICAL REPORT AND SOIL BORINGS:

SEE PROJECT SPECIFICATIONS FOR GEOTECHNICAL ENGINEERING REPORT COMPLETED

BY TERRACON ON JANUARY 7, 2017.

CP 111

CP 109

CP 110

BUILDING

NO. T223

BUILDING

NO. 1

BUILDING

NO. 2

BUILDING

NO. 10

BUILDING

NO. T212

BUILDING

NO. 12

BUILDING

NO. 4

BUILDING

NO. 3

BUILDING

NO. 15BUILDING

NO. 18

BUILDING

NO. T240

BUILDING

NO. 6

BUILDING

NO. 5

BUILDING

NO. 23

BUILDING

NO. 25

BUILDING

NO. 40

BUILDING

NO. 36

BUILDING

NO. 449

BUILDING

NO. 416

BUILDING

NO. T370

BUILDING

NO. 270

BUILDING

NO. 260

BUILDING

NO. 33

BUILDING

NO. 32

BUILDING

NO. 400

BUILDING

NO. 401

BUILDING

NO. 425

BUILDING

NO. 407

BUILDING

NO. 448

BUILDING

NO. 408BUILDING

NO. 406

BUILDING

NO. 455

BUILDING

NO. 452

BUILDING

NO. 409

BUILDING

NO. 410

BUILDING

NO. 403

BUILDING

NO. 404 BUILDING

NO. 405

BUILDING

NO. 402

BUILDING

NO. 423

BUILDING

NO. 415

BUILDING

NO. 390

BUILDING

NO. T70

BUILDING

NO. T296

BUILDING

NO. T295

POND

DAJ IJW

CHAIN LINK FENCE

LIFT

STATION

CHAIN LINK FENCE

ABOVE GROUND PROPANE TANKS

CHAIN LINK FENCE

GRAVEL P

ATH

W

OO

D

FE

NC

E

CONCRETE WALK

CHAIN LINK FENCE

CH

AI

N

LIN

K

FE

NC

E

CH

AI

N

LIN

K

FE

NC

E

CHAIN LINK FENCE

STEAM MH

RIM=952.2

INV.=944.9NW

INV.=944.0S/NE

RIM=952.2

INV.=946.2NW

INV.=946.1SW

RIM=952.4

INV.=945.2NE

INV.=949.2W

INV.=945.1SE

6" CIP

8" VCP

ABOVE GROUND PROPANE TANKS

POND

GAZEBO

VETERANS

GOLF

COURSE

PARK

AREA

ROADS & GROUNDS

STORAGE YARD 295

TENNIS

COURT

ENGINEERING

CORPORATION

YARD

LP FUEL

STORAGE

SCRAP

STORAGE

PARKING

D STREET

260370

F STREET F STREET

P3

6 5

B STREET

PARKINGPARKING

DAYCARE

PLAYGROUND

B STREET

240A

C STREET

PARKING

E STREET

P2

25 23

402A

MEMORY

GARDEN

ENCLOSED

S.S.

S.S.

S.S. S.S.

S.S.

S.S.

S.S.

P4

ENCLOSED WALKWAY

P7

P5

COURTYARD

446 450

ENCLOSED WALKWAY

P6 P6

HELO PAD

ENCLOSED WALKWAY

E STREET

P10

P9

B400

CLINICAL

ADDITION

P1

P1

ENCLOSED

WALKWAY

VETERANS

GOLF

COURSE

VETERANS

GOLF

COURSE

ENCLOSED WALKWAY

P8

P8

EAST VETERANS STREET

POND

GAZEBO

VETERANS

GOLF

COURSE

PARK

AREA

ROADS & GROUNDS

STORAGE YARD 295

TENNIS

COURT

ENGINEERING

CORPORATION

YARD

LP FUEL

STORAGE

SCRAP

STORAGE

PARKING

D STREET

260370

F STREET F STREET

P3

6 5

B STREET

PARKINGPARKING

DAYCARE

PLAYGROUND

B STREET

240A

C STREET

PARKING

E STREET

P2

25 23

402A

MEMORY

GARDEN

ENCLOSED

S.S.

S.S.

S.S. S.S.

S.S.

S.S.

S.S.

P4

ENCLOSED WALKWAY

P7

P5

COURTYARD

446 450

ENCLOSED WALKWAY

P6 P6

HELO PAD

ENCLOSED WALKWAY

E STREET

P10

P9

B400

CLINICAL

ADDITION

P1

P1

ENCLOSED

WALKWAY

VETERANS

GOLF

COURSE

VETERANS

GOLF

COURSE

ENCLOSED WALKWAY

P8

P8

EAST VETERANS STREET

POND

GAZEBO

VETERANS

GOLF

COURSE

PARK

AREA

ROADS & GROUNDS

STORAGE YARD 295

TENNIS

COURT

ENGINEERING

CORPORATION

YARD

LP FUEL

STORAGE

SCRAP

STORAGE

PARKING

D STREET

260370

F STREET F STREET

P3

6 5

B STREET

PARKINGPARKING

DAYCARE

PLAYGROUND

B STREET

240A

C STREET

PARKING

E STREET

P2

25 23

402A

MEMORY

GARDEN

ENCLOSED

S.S.

S.S.

S.S. S.S.

S.S.

S.S.

S.S.

P4

ENCLOSED WALKWAY

P7

P5

COURTYARD

446 450

ENCLOSED WALKWAY

P6 P6

HELO PAD

ENCLOSED WALKWAY

E STREET

P10

P9

B400

CLINICAL

ADDITION

P1

P1

ENCLOSED

WALKWAY

VETERANS

GOLF

COURSE

VETERANS

GOLF

COURSE

ENCLOSED WALKWAY

P8

P8

EAST VETERANS STREET

POND

GAZEBO

VETERANS

GOLF

COURSE

PARK

AREA

ROADS & GROUNDS

STORAGE YARD 295

TENNIS

COURT

ENGINEERING

CORPORATION

YARD

LP FUEL

STORAGE

SCRAP

STORAGE

PARKING

D STREET

260370

F STREET F STREET

P3

6 5

B STREET

PARKINGPARKING

DAYCARE

PLAYGROUND

B STREET

240A

C STREET

PARKING

E STREET

P2

25 23

402A

MEMORY

GARDEN

ENCLOSED

S.S.

S.S.

S.S. S.S.

S.S.

S.S.

S.S.

P4

ENCLOSED WALKWAY

P7

P5

COURTYARD

446 450

ENCLOSED WALKWAY

P6 P6

HELO PAD

ENCLOSED WALKWAY

E STREET

P10

P9

B400

CLINICAL

ADDITION

P1

P1

ENCLOSED

WALKWAY

VETERANS

GOLF

COURSE

VETERANS

GOLF

COURSE

ENCLOSED WALKWAY

P8

P8

EAST VETERANS STREET

Department of Veterans Affairs

Date Drawn ByChecked By

Project Number

MECHANICAL/PLUMBING

RING & DUCHATEAU

17400 WEST CAPITOL DRIVE

BROOKFIELD, WI 53045

STRUCTURAL

LARSON ENGINEERING, INC.

3333 N. MAYFAIR RD, SUITE 211

WAUWATOSA, WI 53222

414.231.9192

CONSTRUCT

WAREHOUSE D

22 JUNE, 2017

160101 No. Description Date

ENVIRONMENTAL MANAGEMENT CONSULTING

THE SIGMA GROUP

1300 W CANAL ST #200

MILWAUKEE, WI 53233

414.643.4200

CIVIL

ANDERSON ENGINEERING OF MINNESOTA

13605 1ST AVE N #100

PLYMOUTH, MN

763-412-4000

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

TOMAH, WISCONSIN

Location on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d o ne h al f i nc he s = o ne fo ot th re e in ch es o ne fo ot

0' 4'

8'

0'

4' 8'

0' 4'

0' 2'

6" 0'

1' 6"

0' 1'

6" 1"

6" 0'

1' 2'

0' 4'

13100 watertown plank road suite 200 elm grove, wi 53122

100% CONSTRUCTION DOCUMENTS

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

ELECTRICAL

APOGEE CONSULTING GROUP

1151 KILDAIRE FARM ROAD SUITE 120

CARY, NC 27511

LEGEND

VF102

EXISTING CONDITIONS

SURVEY (NORTH)

NOTES:

1. SEE SHEET VF101 FOR SURVEY NOTES

CH

AI

N

LIN

K

FE

NC

E

CH

AI

N

LIN

K

FE

NC

E

CH

AI

N

LIN

K

FE

NC

E

CH

AI

N

LIN

K

FE

NC

E

CH

AI

N

LIN

K

FE

NC

E

W

OO

D

FE

NC

E

ST

EA

M

VA

UL

T

RIM=953.7

INV.=N/A

(INACCESSIBLE)RIM=953.7

INV.=943.2NE

INV.=942.9S

RIM=949.5

INV.=943.8NW

INV.=943.7SE

RIM=953.3

INV.=943.5N

INV.=943.8E

INV.=943.4S

INV.=945.0W

INV.=945.5NW

RIM=951.3

INV.=944.1NW/W

INV.=944.0SE

RIM=951.2

INV.=944.5NW

INV.=944.4SE

POND

GAZEBO

VETERANS

GOLF

COURSE

PARK

AREA

ROADS & GROUNDS

STORAGE YARD 295

TENNIS

COURT

ENGINEERING

CORPORATION

YARD

LP FUEL

STORAGE

SCRAP

STORAGE

PARKING

D STREET

260370

F STREET F STREET

P3

6 5

B STREET

PARKINGPARKING

DAYCARE

PLAYGROUND

B STREET

240A

C STREET

PARKING

E STREET

P2

25 23

402A

MEMORY

GARDEN

ENCLOSED

S.S.

S.S.

S.S. S.S.

S.S.

S.S.

S.S.

P4

ENCLOSED WALKWAY

P7

P5

COURTYARD

446 450

ENCLOSED WALKWAY

P6 P6

HELO PAD

ENCLOSED WALKWAY

E STREET

P10

P9

B400

CLINICAL

ADDITION

P1

P1

ENCLOSED

WALKWAY

VETERANS

GOLF

COURSE

VETERANS

GOLF

COURSE

ENCLOSED WALKWAY

P8

P8

EAST VETERANS STREET

POND

GAZEBO

VETERANS

GOLF

COURSE

PARK

AREA

ROADS & GROUNDS

STORAGE YARD 295

TENNIS

COURT

ENGINEERING

CORPORATION

YARD

LP FUEL

STORAGE

SCRAP

STORAGE

PARKING

D STREET

260370

F STREET F STREET

P3

6 5

B STREET

PARKINGPARKING

DAYCARE

PLAYGROUND

B STREET

240A

C STREET

PARKING

E STREET

P2

25 23

402A

MEMORY

GARDEN

ENCLOSED

S.S.

S.S.

S.S. S.S.

S.S.

S.S.

S.S.

P4

ENCLOSED WALKWAY

P7

P5

COURTYARD

446 450

ENCLOSED WALKWAY

P6 P6

HELO PAD

ENCLOSED WALKWAY

E STREET

P10

P9

B400

CLINICAL

ADDITION

P1

P1

ENCLOSED

WALKWAY

VETERANS

GOLF

COURSE

VETERANS

GOLF

COURSE

ENCLOSED WALKWAY

P8

P8

EAST VETERANS STREET

POND

GAZEBO

VETERANS

GOLF

COURSE

PARK

AREA

ROADS & GROUNDS

STORAGE YARD 295

TENNIS

COURT

ENGINEERING

CORPORATION

YARD

LP FUEL

STORAGE

SCRAP

STORAGE

PARKING

D STREET

260370

F STREET F STREET

P3

6 5

B STREET

PARKINGPARKING

DAYCARE

PLAYGROUND

B STREET

240A

C STREET

PARKING

E STREET

P2

25 23

402A

MEMORY

GARDEN

ENCLOSED

S.S.

S.S.

S.S. S.S.

S.S.

S.S.

S.S.

P4

ENCLOSED WALKWAY

P7

P5

COURTYARD

446 450

ENCLOSED WALKWAY

P6 P6

HELO PAD

ENCLOSED WALKWAY

E STREET

P10

P9

B400

CLINICAL

ADDITION

P1

P1

ENCLOSED

WALKWAY

VETERANS

GOLF

COURSE

VETERANS

GOLF

COURSE

ENCLOSED WALKWAY

P8

P8

EAST VETERANS STREET

POND

GAZEBO

VETERANS

GOLF

COURSE

PARK

AREA

ROADS & GROUNDS

STORAGE YARD 295

TENNIS

COURT

ENGINEERING

CORPORATION

YARD

LP FUEL

STORAGE

SCRAP

STORAGE

PARKING

D STREET

260370

F STREET F STREET

P3

6 5

B STREET

PARKINGPARKING

DAYCARE

PLAYGROUND

B STREET

240A

C STREET

PARKING

E STREET

P2

25 23

402A

MEMORY

GARDEN

ENCLOSED

S.S.

S.S.

S.S. S.S.

S.S.

S.S.

S.S.

P4

ENCLOSED WALKWAY

P7

P5

COURTYARD

446 450

ENCLOSED WALKWAY

P6 P6

HELO PAD

ENCLOSED WALKWAY

E STREET

P10

P9

B400

CLINICAL

ADDITION

P1

P1

ENCLOSED

WALKWAY

VETERANS

GOLF

COURSE

VETERANS

GOLF

COURSE

ENCLOSED WALKWAY

P8

P8

EAST VETERANS STREET

Department of Veterans Affairs

Date Drawn ByChecked By

Project Number

MECHANICAL/PLUMBING

RING & DUCHATEAU

17400 WEST CAPITOL DRIVE

BROOKFIELD, WI 53045

STRUCTURAL

LARSON ENGINEERING, INC.

3333 N. MAYFAIR RD, SUITE 211

WAUWATOSA, WI 53222

414.231.9192

CONSTRUCT

WAREHOUSE D

22 JUNE, 2017

160101 No. Description Date

ENVIRONMENTAL MANAGEMENT CONSULTING

THE SIGMA GROUP

1300 W CANAL ST #200

MILWAUKEE, WI 53233

414.643.4200

CIVIL

ANDERSON ENGINEERING OF MINNESOTA

13605 1ST AVE N #100

PLYMOUTH, MN

763-412-4000

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

TOMAH, WISCONSIN

Location on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d o ne h al f i nc he s = o ne fo ot th re e in ch es o ne fo ot

0' 4'

8'

0'

4' 8'

0' 4'

0' 2'

6" 0'

1' 6"

0' 1'

6" 1"

6" 0'

1' 2'

0' 4'

13100 watertown plank road suite 200 elm grove, wi 53122

100% CONSTRUCTION DOCUMENTS

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

ELECTRICAL

APOGEE CONSULTING GROUP

1151 KILDAIRE FARM ROAD SUITE 120

CARY, NC 27511

LEGEND

NOTES:

1. SEE SHEET VF101 FOR SURVEY NOTES

VF103

EXISTING CONDITION

SURVEY (SOUTH)

GAZEBO

VETERANS

GOLF

COURSE

PARK

AREA

ROADS & GROUNDS

STORAGE YARD 295

TENNIS

COURT

ENGINEERING

CORPORATION

YARD

LP FUEL

STORAGE

SCRAP

STORAGE

PARKING

D STREET

260370

F STREET F STREET

P3

6 5

B STREET

PARKINGPARKING

DAYCARE

PLAYGROUND

B STREET

240A

C STREET

PARKING

E STREET

P2

25 23

402A

MEMORY

GARDEN

ENCLOSED

S.S.

S.S.

S.S. S.S.

S.S.

S.S.

S.S.

P4

ENCLOSED WALKWAY

P7

P5

424 452

COURTYARD

446 450

ENCLOSED WALKWAY

P6 P6

HELO PAD

ENCLOSED WALKWAY

E STREET

P10

P9

B400

CLINICAL

ADDITION

P1

P1

ENCLOSED

WALKWAY

VETERANS

GOLF

COURSE

VETERANS

GOLF

COURSE

ENCLOSED WALKWAY

P8

P8

EAST VETERANS STREET

Department of Veterans Affairs

Date Drawn ByChecked By

Project Number

MECHANICAL/PLUMBING

RING & DUCHATEAU

17400 WEST CAPITOL DRIVE

BROOKFIELD, WI 53045

STRUCTURAL

LARSON ENGINEERING, INC.

3333 N. MAYFAIR RD, SUITE 211

WAUWATOSA, WI 53222

414.231.9192

CONSTRUCT

WAREHOUSE D

22 JUNE, 2017

160101 No. Description Date

ENVIRONMENTAL MANAGEMENT CONSULTING

THE SIGMA GROUP

1300 W CANAL ST #200

MILWAUKEE, WI 53233

414.643.4200

CIVIL

ANDERSON ENGINEERING OF MINNESOTA

13605 1ST AVE N #100

PLYMOUTH, MN

763-412-4000

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

TOMAH, WISCONSIN

Location on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d o ne h al f i nc he s = o ne fo ot th re e in ch es o ne fo ot

0' 4'

8'

0'

4' 8'

0' 4'

0' 2'

6" 0'

1' 6"

0' 1'

6" 1"

6" 0'

1' 2'

0' 4'

13100 watertown plank road suite 200 elm grove, wi 53122

100% CONSTRUCTION DOCUMENTS

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

ELECTRICAL

APOGEE CONSULTING GROUP

1151 KILDAIRE FARM ROAD SUITE 120

CARY, NC 27511

BUILDING NO. T70

OVERHANG

EXISTING BUILDING AND

OVERHANG TO BE REMOVED

PER ARCHITECTURAL PLANS

PROTECT EXISTING FENCE

WALLS AND MATERIAL

STORAGE TO REMAIN

CONCRETE PADS TO REMAIN

PROTECT UNDERGROUND

TELEPHONE SERVICE

THROUGHOUT CONSTRUCTION

EXISTING 10'X10' SHED TO REMAIN

APPROXIMATE LOCATION SHOWN

PROTECT EXISTING TREES

THROUGHOUT CONSTRUCTION.

APPROXIMATE LOCATION SHOWN

LEGEND

CD101

BUILDING T70

DEMOLITION PLAN

DEMOLITION PLAN NOTES:

1. EXISTING TOPOGRAPHIC INFORMATION WAS PROVIDED BY OWNER (VA) AND IS FOR

REFERENCE ONLY. CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND

ELEVATION OF ALL BUILDINGS AND UTILITIES (PUBLIC AND PRIVATE) AS REQUIRED

FOR PROJECT. IF PROJECT CONDITIONS DO NOT EXIST AS SHOWN OR ANY

DISCREPANCIES ARE FOUND, CONTACT THE COR FOR COORDINATION.

2. UTILITY INSTALLATION AS DEPICTED AND DESIGNATED HEREON ARE APPROXIMATE

ONLY. LOCATION AND DEPTH OF UTILITIES MAY DIFFER FROM SHOWN.

3. IT SHALL BE THE DUTY OF THE CONTRACTOR TO INITIATE A UTILITY LOCATE AND

VERIFY AND PROTECT ALL ON SITE UTILITIES WITHIN THE CONSTRUCTION LIMITS AT

ALL TIMES DURING CONSTRUCTION ACTIVITIES.

4. ALL WORK TO BE CONSTRUCTED IN A LEGAL MANNER IN ACCORDANCE WITH STATE

AND LOCAL REGULATIONS.

5. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES.

6. VERIFY EROSION CONTROL MEASURES ARE IN PLACE PRIOR TO STARTING WORK.

7. CONTRACTOR SHALL REMOVE AND DISPOSE OFF-SITE ALL DEMOLITION ITEMS IN

ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REQUIREMENTS.

8. PATCH IN-KIND ALL DISTURBED PAVEMENTS AND CURBS.

9. OWNER'S ACTIVITIES MAY CONTINUE ON THE SITE DURING CONSTRUCTION.

10. PROTECT ELEMENTS TO REMAIN, INCLUDING BUILDINGS, PAVEMENTS, AND UTILITIES.

CONTRACTOR TO REPAIR DAMAGES AT NOT COST TO OWNER.

11. IN THE EVENT OF AN EMERGENCY, AN EMERGENCY VEHICLE ACCESS MUST BE

PROVIDED AT ALL TIMES TO ANY INFRASTRUCTURE WITHIN THE CONSTRUCTION

LIMITS.

12. PROVIDE SAFETY MEASURES FOR ANY EXCAVATION OVER 2' DEPTH. PROTECT AND

COVER ALL EXCAVATION THAT IS OPEN FOR MORE THAN 24 HOURS.

13. PROTECT TREES DURING CONSTRUCTION. RESTORE STAGING AREA TURF TO LIKE

CONDITIONS PRIOR TO PROJECT CONSTRUCTION ACTIVITIES.

14. SEE LANDSCAPE PLANS FOR TREE PROTECTION DETAILS.

15. GROUNDWATER MAY BE PRESENT DURING EXCAVATION WORK. REFER TO

SPECIFICATIONS FOR DEWATERING.

16. CONTRACTOR TO COORDINATE WITH VA, UTILITY COMPANIES, AND CITY FOR

TEMPORARY UTILITY CONNECTION/DISCONNECTION.

17. ADJUST AND/OR REINSTALL SILT FENCE AS NECESSARY.

18. CONTRACTOR SHALL REMOVE TEMPORARY CONSTRUCTION FENCE, AND

CONSTRUCTION ENTRANCE, UPON COMPLETION OF PROJECT.

UTILITY DEMOLITION NOTES:

1. CAP SANITARY SEWER AT BUILDING SLAB WITH WATER TIGHT SEAL.

2. CAP ALL WATER SERVICES TO BUILDING.

3. COORDINATE WITH ELECTRICAL PLANS FOR ELECTRICAL UTILITY REMOVALS.

4. SEE LANDSCAPE PLANS FOR TREE PROTECTION DETAILS.

5. ELECTRICAL/TELEPHONE REMOVAL SHALL BE PERFORMED PER SHEET ED-101

TREE WITH DRIPLINE (DASHED)

E X

IS

TI

N G

L A

K E

/P O

N D

W A

TE

R

E

LE

V . 9

.0

(L

ID

A R

DAJ IJW

APPROXIMATE

CONSTRUCTION STAGING

AREA SEE SHEET GC101

SENSITIVE AREA. SEE NOTES

SENSITIVE AREA (SEE NOTE BELOW)

EROSION CONTROL NOTES:

1. SEE SHEET CG101.

SENSITIVE AREA NOTES:

1. SENSITIVE CULTURAL AREA. COORDINATE WITH VA COR AND GIVE ADVANCE

NOTICE, MINIMUM 14 DAYS, PRIOR TO ANY CONSTRUCTION ACTIVITIES IN THE

AREA. REFER TO SPECIFICATIONS SECTION 31 20 11 EARTHWORK FOR

ADDITIONAL DETAILS.

2. DEMOLITION ACTIVITIES TO BE MINOR AND SHALL MINIMIZE DISTURBANCES

TO EXISTING GRADE.

BIOROLLS

GAZEBO

VETERANS

GOLF

COURSE

PARK

AREA

ROADS & GROUNDS

STORAGE YARD 295

TENNIS

COURT

ENGINEERING

CORPORATION

YARD

LP FUEL

STORAGE

SCRAP

STORAGE

PARKING

D STREET

260370

F STREET F STREET

P3

6 5

B STREET

PARKINGPARKING

DAYCARE

PLAYGROUND

B STREET

240A

C STREET

PARKING

E STREET

P2

25 23

402A

MEMORY

GARDEN

ENCLOSED

S.S.

S.S.

S.S. S.S.

S.S.

S.S.

S.S.

P4

ENCLOSED WALKWAY

P7

P5

424 452

COURTYARD

446 450

ENCLOSED WALKWAY

P6 P6

HELO PAD

ENCLOSED WALKWAY

E STREET

P10

P9

B400

CLINICAL

ADDITION

P1

P1

ENCLOSED

WALKWAY

VETERANS

GOLF

COURSE

VETERANS

GOLF

COURSE

ENCLOSED WALKWAY

P8

P8

EAST VETERANS STREET

Department of Veterans Affairs

Date Drawn ByChecked By

Project Number

MECHANICAL/PLUMBING

RING & DUCHATEAU

17400 WEST CAPITOL DRIVE

BROOKFIELD, WI 53045

STRUCTURAL

LARSON ENGINEERING, INC.

3333 N. MAYFAIR RD, SUITE 211

WAUWATOSA, WI 53222

414.231.9192

CONSTRUCT

WAREHOUSE D

22 JUNE, 2017

160101 No. Description Date

ENVIRONMENTAL MANAGEMENT CONSULTING

THE SIGMA GROUP

1300 W CANAL ST #200

MILWAUKEE, WI 53233

414.643.4200

CIVIL

ANDERSON ENGINEERING OF MINNESOTA

13605 1ST AVE N #100

PLYMOUTH, MN

763-412-4000

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

TOMAH, WISCONSIN

Location on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d o ne h al f i nc he s = o ne fo ot th re e in ch es o ne fo ot

0' 4'

8'

0'

4' 8'

0' 4'

0' 2'

6" 0'

1' 6"

0' 1'

6" 1"

6" 0'

1' 2'

0' 4'

13100 watertown plank road suite 200 elm grove, wi 53122

100% CONSTRUCTION DOCUMENTS

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

ELECTRICAL

APOGEE CONSULTING GROUP

1151 KILDAIRE FARM ROAD SUITE 120

CARY, NC 27511

LEGEND

CD201

BUILDING T370

DEMOLITION PLAN

DEMOLITION PLAN NOTES:

1. BUILDING TO BE REMOVED MINIMUM 1'-0" BELOW GRADE. VERIFY WITH ARCH. PLANS.

2. EXISTING TOPOGRAPHIC INFORMATION WAS PROVIDED BY OWNER (VA) AND IS FOR

REFERENCE ONLY. CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND

ELEVATION OF ALL BUILDINGS AND UTILITIES (PUBLIC AND PRIVATE) AS REQUIRED

FOR PROJECT. IF PROJECT CONDITIONS DO NOT EXIST AS SHOWN OR ANY

DISCREPANCIES ARE FOUND, CONTACT THE COR FOR COORDINATION.

3. UTILITY INSTALLATION AS DEPICTED AND DESIGNATED HEREON ARE APPROXIMATE

ONLY. LOCATION AND DEPTH OF UTILITIES MAY DIFFER FROM SHOWN.

4. IT SHALL BE THE DUTY OF THE CONTRACTOR TO INITIATE A UTILITY LOCATE AND

VERIFY AND PROTECT ALL ON SITE UTILITIES WITHIN THE CONSTRUCTION LIMITS AT

ALL TIMES DURING CONSTRUCTION ACTIVITIES.

5. ALL WORK TO BE CONSTRUCTED IN A LEGAL MANNER IN ACCORDANCE WITH STATE

AND LOCAL REGULATIONS.

6. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES.

7. VERIFY EROSION CONTROL MEASURES ARE IN PLACE PRIOR TO STARTING WORK.

8. CONTRACTOR SHALL REMOVE AND DISPOSE OFF-SITE ALL DEMOLITION ITEMS IN

ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REQUIREMENTS.

9. PATCH IN-KIND ALL DISTURBED PAVEMENTS AND CURBS.

10. OWNER'S ACTIVITIES MAY CONTINUE ON THE SITE DURING CONSTRUCTION.

11. PROTECT ELEMENTS TO REMAIN, INCLUDING BUILDINGS, PAVEMENTS, AND UTILITIES.

CONTRACTOR TO REPAIR DAMAGES AT NOT COST TO OWNER.

12. COORDINATE WITH COR FOR RELOCATION OF MATERIALS STORED NEAR BUILDING.

13. IN THE EVENT OF AN EMERGENCY, AN EMERGENCY VEHICLE ACCESS MUST BE

PROVIDED AT ALL TIMES TO ANY INFRASTRUCTURE WITHIN THE CONSTRUCTION

LIMITS.

14. PROVIDE SAFETY MEASURES FOR ANY EXCAVATION OVER 2' DEPTH. PROTECT AND

COVER ALL EXCAVATION THAT IS OPEN FOR MORE THAN 24 HOURS.

15. GROUNDWATER MAY BE PRESENT DURING EXCAVATION WORK. REFER TO

SPECIFICATIONS FOR DEWATERING.

16. CONTRACTOR TO COORDINATE WITH VA, UTILITY COMPANIES, AND CITY FOR

TEMPORARY UTILITY CONNECTION/DISCONNECTION.

UTILITY DEMOLITION NOTES:

1. COORDINATE WITH ELECTRICAL PLANS FOR ELECTRICAL AND

TELECOMMUNICATIONS REMOVALS.

2. REMOVE UTILITIES WITHIN BUILDING REMOVAL FOOTPRINT.

3. ELECTRICAL/TELEPHONE REMOVAL SHALL BE PERFORMED PER SHEET ED-103

LIMITS OF GRAVEL REMOVAL

LIMITS OF BUILDING REMOVAL

UTILITY REMOVAL

B U

IL

D

IN

G

N O

. T

E X

IS

TI

N G

B U

IL

D

IN

G

N O

. 2

E X

IS

TI

N G

B U

IL

D

IN

G

N O

. 4

GRAVEL STOOP

TO BE REMOVED

EXISTING BUILDING

TO BE REMOVED PER

ARCHITECTURAL

PLANS

REFER TO ELECTRICAL PLANS FOR REMOVAL

OF UNDERGROUND TELEPHONE UTILITIES

REMOVE CONCRETE STEPS

AND STOOP PER

ARCHITECTURAL PLANS.

REFER TO ELECTRICAL PLANS FOR

REMOVAL OF UNDERGROUND

ELECTRICAL UTILITIES

DAJ IJW

EROSION CONTROL NOTES:

1. SEE SHEET CG201

EROSION CONTROL BMP. SEE NOTES.

REFER TO MECHANICAL PLANS

FOR REMOVAL OF UNDERGROUND

STEAM AND CONDENSATE LINES

(APPROX. LOCATION SHOWN)

POND

GAZEBO

VETERANS

GOLF

COURSE

PARK

AREA

ROADS & GROUNDS

STORAGE YARD 295

TENNIS

COURT

ENGINEERING

CORPORATION

YARD

LP FUEL

STORAGE

SCRAP

STORAGE

PARKING

D STREET

260370

F STREET F STREET

P3

6 5

B STREET

PARKINGPARKING

DAYCARE

PLAYGROUND

B STREET

240A

C STREET

PARKING

E STREET

P2

25 23

402A

MEMORY

GARDEN

ENCLOSED

S.S.

S.S.

S.S. S.S.

S.S.

S.S.

S.S.

P4

ENCLOSED WALKWAY

P7

P5

424 452

COURTYARD

446 450

ENCLOSED WALKWAY

P6 P6

HELO PAD

ENCLOSED WALKWAY

E STREET

P10

P9

B400

CLINICAL

ADDITION

P1

P1

ENCLOSED

WALKWAY

VETERANS

GOLF

COURSE

VETERANS

GOLF

COURSE

ENCLOSED WALKWAY

P8

P8

EAST VETERANS STREET

Department of Veterans Affairs

Date Drawn ByChecked By

Project Number

MECHANICAL/PLUMBING

RING & DUCHATEAU

17400 WEST CAPITOL DRIVE

BROOKFIELD, WI 53045

STRUCTURAL

LARSON ENGINEERING, INC.

3333 N. MAYFAIR RD, SUITE 211

WAUWATOSA, WI 53222

414.231.9192

CONSTRUCT

WAREHOUSE D

22 JUNE, 2017

160101 No. Description Date

ENVIRONMENTAL MANAGEMENT CONSULTING

THE SIGMA GROUP

1300 W CANAL ST #200

MILWAUKEE, WI 53233

414.643.4200

CIVIL

ANDERSON ENGINEERING OF MINNESOTA

13605 1ST AVE N #100

PLYMOUTH, MN

763-412-4000

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

TOMAH, WISCONSIN

Location on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d o ne h al f i nc he s = o ne fo ot th re e in ch es o ne fo ot

0' 4'

8'

0'

4' 8'

0' 4'

0' 2'

6" 0'

1' 6"

0' 1'

6" 1"

6" 0'

1' 2'

0' 4'

13100 watertown plank road suite 200 elm grove, wi 53122

100% CONSTRUCTION DOCUMENTS

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

ELECTRICAL

APOGEE CONSULTING GROUP

1151 KILDAIRE FARM ROAD SUITE 120

CARY, NC 27511

E X

IS

TI

N G

L A

K E

/P O

N D

W A

TE

R

E

LE

V . 9

.0

(L

ID

A R

1S T

ST

RE

ET

1S T

ST

R

EE

T

LEGEND

CD301

BUILDING 390

DEMOLITION PLAN

BIOROLLS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING GAS PIPE TO BE REMOVED

EXISTING TELEPHONE SERVICE TO BE REMOVED

EXISTING ELECTRICAL SERVICE TO BE REMOVED

EXISTING GAS PIPE

EXISTING TELEPHONE SERVICE

EXISTING ELECTRICAL SERVICE

TEMPORARY CONSTRUCTION FENCE

SAW CUT

LIMITS OF PAVEMENT REMOVAL

DEMOLITION PLAN NOTES:

1. EXISTING TOPOGRAPHIC INFORMATION SHOWN IS A COMBINATION OF

SURVEY INFORMATION (PROVIDED BY OWNER DATED FEBRUARY 2016,

FIELD LOCATES NOVEMBER 2016, AND CAMPUS AS-BUILTS.

CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND ELEVATION OF

ALL BUILDINGS AND UTILITIES (PUBLIC AND PRIVATE) AS REQUIRED FOR

PROJECT. IF PROJECT CONDITIONS DO NOT EXIST AS SHOWN OR ANY

DISCREPANCIES ARE FOUND, CONTACT THE PROJECT ENGINEER FOR

COORDINATION.

2. UTILITY INSTALLATION AS DEPICTED AND DESIGNATED HEREON ARE

APPROXIMATE ONLY. LOCATION AND DEPTH OF UTILITIES MAY DIFFER

FROM SHOWN.

3. IT SHALL BE THE DUTY OF THE CONTRACTOR TO INITIATE A UTILITY

LOCATE AND VERIFY AND PROTECT ALL ON SITE UTILITIES WITHIN THE

CONSTRUCTION LIMITS AT ALL TIMES DURING CONSTRUCTION

ACTIVITIES.

4. ALL WORK TO BE CONSTRUCTED IN A LEGAL MANNER IN ACCORDANCE

WITH STATE AND LOCAL REGULATIONS.

5. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION

ACTIVITIES.

6. VERIFY EROSION CONTROL MEASURES ARE IN PLACE PRIOR TO

STARTING WORK.

7. CONTRACTOR SHALL REMOVE AND DISPOSE OFF-SITE ALL DEMOLITION

ITEMS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL

REQUIREMENTS.

8. PROTECT ELEMENTS TO REMAIN, INCLUDING BUILDINGS, PAVEMENTS,

AND UTILITIES. CONTRACTOR TO REPAIR DAMAGES AT NOT COST TO

OWNER.

9. COORDINATE WITH VA COR FOR RELOCATION OF MATERIALS STORED

NEAR BUILDING.

10. IN THE EVENT OF AN EMERGENCY, AN EMERGENCY VEHICLE ACCESS

MUST BE PROVIDED AT ALL TIMES TO ANY INFRASTRUCTURE WITHIN

THE CONSTRUCTION LIMITS.

11. PROVIDE SAFETY MEASURES FOR ANY EXCAVATION OVER 2' DEPTH.

PROTECT AND COVER ALL EXCAVATION THAT IS OPEN FOR MORE THAN

24 HOURS.

12. PROTECT TREES DURING CONSTRUCTION. RESTORE STAGING AREAS

TO LIKE CONDITIONS PRIOR TO PROJECT CONSTRUCTION ACTIVITIES.

13. GROUNDWATER MAY BE PRESENT DURING EXCAVATION WORK. REFER

TO SPECIFICATIONS FOR DEWATERING.

14. CONTACTOR TO COORDINATE WITH VA, UTILITY COMPANIES, AND CITY

FOR TEMPORARY UTILITY CONNECTION/DISCONNECTION.

15. ADJUST AND/OR REINSTALL SILT FENCE AS NECESSARY.

16. ALL WATER DISRUPTIONS SHALL BE LIMITED TO NO MORE THAN FOUR

HOURS DURING NORMAL BUSINESS HOURS AND SCHEDULED AT TIMES

CONVENIENT FOR CAMPUS OPERATIONS. LONGER SHUTDOWNS MAY BE

APPROVED FOR EVENINGS AND WEEKENDS. ALL SHUTDOWNS MUST BE

APPROVED BY VA COR AND COORDINATED WITH CAMPUS STAFF.

17. CONTRACTOR SHALL REMOVE TEMPORARY CONSTRUCTION FENCE

UPON COMPLETION OF PROJECT.

18. ELECTRICAL/TELEPHONE REMOVAL SHALL BE PERFORMED PER SHEET

ELECTRICAL SHEETS.

19. COORDINATE WITH VA COR FOR CONSTRUCTION ACTIVITIES INVOLVING

1ST ST PAVEMENT REMOVAL AND REPLACEMENT.

KEYNOTES:

1 CONCRETE WASHOUT PER DETAIL

2 BIOROLL PER DETAIL

3 SILT FENCE PER DETAIL

B U

IL

D

IN

G

N O

. 3

B U

IL

D

IN

G

N O

. 4

CONTRACTOR STAGING

AREA. SEE SHEET GC101

1S T

ST

RE

ET

1S T

ST

R

EE

T

PROTECT

EXISTING FENCE

RELOCATE LIGHT FIXTURE

PER ELECTRICAL PLAN.

RESTORE LANDSCAPING.

PROTECT GAS LINES

SALVAGE EXISTING HYDRANT.

SEE SHEET CU301.

REMOVE ASPHALT PAVEMENT.

COORDINATE WITH COR FOR REMOVAL

AND NEW PAVEMENT REPLACEMENT

REMOVE LANDSCAPING TURF FOR

WATER UTILITY INSTALLATION

PROTECT TREE

REMOVE UNDERGROUND

ELECTRICAL UTILITY CONNECTION

TO EXISTING BUILDING

SEE ELECTRICAL PLANS

REMOVE TIMBER RETAINING WALL

(APPROXIMATE 3' HEIGHT)

COORDINATE WITH VA STAFF TO

RELOCATE TEMPORARY STORAGE

WALL MODULAR BLOCKS

REMOVE UNDERGROUND

UTILITIES TO EXISTING BUILDING

SEE ELECTRICAL PLANS

REMOVE EXISTING BUILDING

PER ARCHITECTURAL PLANS

PROTECT FENCE THROUGHOUT

CONSTRUCTION

REMOVE ABANDONED UTILITY

PROTECT SANITARY

LIFT STATION AND

EQUIPMENT

PROTECT

PROPANE

TANKS

REMOVE ASPHALT

PAVEMENTE

X

IS

TI

N

G L

A K

E /P

O N

D W

A

TE

R E

LE

V

. 9

.0 (L

ID

A

R

SAWCUT PAVEMENT EDGE

REMOVE AND SALVAGE

"NO PARKING" SIGN

AND POST

REMOVE

ABANDONED

WATERMAIN TO

BUILDING

VERIFY AND REMOVE

ABANDONED GAS UTILITY IF

NOT USED FOR NEW

WAREHOUSE BUILDING

DAJ IJW

SILT FENCE

SECURE LIMITS OF

CONSTRUCTION WITH

TEMPORARY CONSTRUCTION

FENCING. SEE SPECIFICATIONS.

PROVIDE SILT FENCE

AROUND NEW STORM

WATER BASIN. SEE

SHEET CG301.

REMOVE ASPHALT

PAVEMENT

REMOVE CONCRETE CURB

AND GUTTER

REMOVE LANDSCAPING/TURF FOR NEW

WATER UTILITY, CONCRETE CURB, AND

CONCRETE PAVEMENT

REMOVE LANDSCAPING TURF FOR

SEWER UTILITY INSTALLATION

POND

GAZEBO

VETERANS

GOLF

COURSE

PARK

AREA

ROADS & GROUNDS

STORAGE YARD 295

TENNIS

COURT

ENGINEERING

CORPORATION

YARD

LP FUEL

STORAGE

SCRAP

STORAGE

PARKING

D STREET

260370

F STREET F STREET

P3

6 5

B STREET

PARKINGPARKING

DAYCARE

PLAYGROUND

B STREET

240A

C STREET

PARKING

E STREET

P2

25 23

402A

MEMORY

GARDEN

ENCLOSED

S.S.

S.S.

S.S. S.S.

S.S.

S.S.

S.S.

P4

ENCLOSED WALKWAY

P7

P5

424 452

COURTYARD

446 450

ENCLOSED WALKWAY

P6 P6

HELO PAD

ENCLOSED WALKWAY

E STREET

P10

P9

B400

CLINICAL

ADDITION

P1

P1

ENCLOSED

WALKWAY

VETERANS

GOLF

COURSE

ENCLOSED WALKWAY

P8

P8

EAST VETERANS STREET

POND

GAZEBO

VETERANS

GOLF

COURSE

PARK

AREA

ROADS & GROUNDS

STORAGE YARD 295

TENNIS

COURT

ENGINEERING

CORPORATION

YARD

LP FUEL

STORAGE

SCRAP

STORAGE

PARKING

D STREET

260370

F STREET F STREET

P3

6 5

B STREET

PARKINGPARKING

DAYCARE

PLAYGROUND

B STREET

240A

C STREET

PARKING

E STREET

P2

25 23

402A

MEMORY

GARDEN

ENCLOSED

S.S.

S.S.

S.S. S.S.

S.S.

S.S.

S.S.

P4

ENCLOSED WALKWAY

P7

P5

COURTYARD

446 450

ENCLOSED WALKWAY

P6 P6

HELO PAD

ENCLOSED WALKWAY

E STREET

P10

P9

B400

CLINICAL

ADDITION

P1

P1

ENCLOSED

WALKWAY

VETERANS

GOLF

COURSE

VETERANS

GOLF

COURSE

ENCLOSED WALKWAY

P8

P8

EAST VETERANS STREET

Department of Veterans Affairs

Date Drawn ByChecked By

Project Number

MECHANICAL/PLUMBING

RING & DUCHATEAU

17400 WEST CAPITOL DRIVE

BROOKFIELD, WI 53045

STRUCTURAL

LARSON ENGINEERING, INC.

3333 N. MAYFAIR RD, SUITE 211

WAUWATOSA, WI 53222

414.231.9192

CONSTRUCT

WAREHOUSE D

22 JUNE, 2017

160101 No. Description Date

ENVIRONMENTAL MANAGEMENT CONSULTING

THE SIGMA GROUP

1300 W CANAL ST #200

MILWAUKEE, WI 53233

414.643.4200

CIVIL

ANDERSON ENGINEERING OF MINNESOTA

13605 1ST AVE N #100

PLYMOUTH, MN

763-412-4000

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

TOMAH, WISCONSIN

Location on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d o ne h al f i nc he s = o ne fo ot th re e in ch es o ne fo ot

0' 4'

8'

0'

4' 8'

0' 4'

0' 2'

6" 0'

1' 6"

0' 1'

6" 1"

6" 0'

1' 2'

0' 4'

13100 watertown plank road suite 200 elm grove, wi 53122

100% CONSTRUCTION DOCUMENTS

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

ELECTRICAL

APOGEE CONSULTING GROUP

1151 KILDAIRE FARM ROAD SUITE 120

CARY, NC 27511

LEGEND

GC101

CONSTRUCTION STAGING

AND ACCESS PLAN

B U

IL

D

IN

G

N O

. 4

BU

ILD

IN

G

N O.

CONSTRUCTION

STAGING AREA

(100FT X 100FT)

SEE INSET

CONSTRUCTION GATE

CONSTRUCTION FENCE (WITH FABRIC)

CONSTRUCTION SIGN

CONTRACTOR ACCESS ROUTE (PRIMARY)

STAGING AND ACCESS NOTES:

1. IN THE EVENT OF AN EMERGENCY, AN EMERGENCY VEHICLE ACCESS MUST BE

PROVIDED AT ALL TIMES TO ANY INFRASTRUCTURE WITHIN THE

CONSTRUCTION LIMITS.

2. PROVIDE TEMPORARY CONSTRUCTION FENCE AROUND WORK LIMITS AS PER

THE SPECIFICATIONS. REMOVE FENCE UPON SUBSTANTIAL COMPLETION OR

PRIOR TO PAVING PER COR RECOMMENDATION.

3. PERIMETER CONSTRUCTION FENCE SHALL BE CHAIN LINK WITH FABRIC.

CONTRACTOR TO REPAIR ANY DAMAGES TO THE FENCE AND FABRIC

IMMEDIATELY.

4. PROVIDE SAFETY MEASURES FOR ANY EXCAVATION OVER 2' DEPTH. PROTECT

AND COVER ALL EXCAVATION THAT IS OPEN FOR MORE THAN 24 HOURS.

5. CONTRACTOR SHALL ESTABLISH AND UTILIZE A TEMPORARY GATED

STORAGE AREA LOCATED NORTH OF NEW WAREHOUSE FOR STAGING AREA.

COORDINATE WITH VA STAFF FOR LOCATION AND ACCESS.

6. CONSTRUCTION VEHICLE PARKING TO BE LIMITED TO WITHIN CONSTRUCTION

LIMITS AND CONSTRUCTION STAGING AREA.

7. MAINTAIN ALL ROADS IN CLEAR SAFE CONDITION. ONGOING STREET

SWEEPING SHALL BE EMPLOYED DAILY.

KEYNOTES:

1 CONSTRUCTION SIGN, SEE SPEC 010000 GENERAL REQUIREMENTS

2 CONTRACTOR STAGING AREA. VERIFY LOCATION WITH COR

3 CONSTRUCTION ENTRANCE, SEE DETAIL

4 INSTALL SILT FENCE AROUND PERIMETER OF NEW STORMWATER BASIN.

INSTALL TEMPORARY "KEEP OUT" SIGN UNTIL CONSTRUCTION BEGINS

ON BASIN.

5 MAINTAIN ACCESS TO FIRE HYDRANT AT ALL TIMES.

6 VA OUTDOOR STORAGE AREA TO REMAIN UNDISTURBED THROUGHOUT

CONSTRUCTION.

7 TEMPORARY CONSTRUCTION FENCE, SEE SPECIFICATION 010000

GENERAL REQUIREMENTS

8 CONCRETE WASHOUT, SEE DETAIL

INSET

CONSTRUCTION ENTRANCE

BUILDING

NO. T370

BUILDING

NO. T70

BUILDING

NO. 390

SILT FENCE

PROPERTY

LINE

LA

KE

/P

ON

D

POND

DAJ IJW

VA OUTDOOR

STORAGE

GAZEBO

VETERANS

GOLF

COURSE

PARK

AREA

ROADS & GROUNDS

STORAGE YARD 295

TENNIS

COURT

ENGINEERING

CORPORATION

YARD

LP FUEL

STORAGE

SCRAP

STORAGE

PARKING

D STREET

260370

F STREET F STREET

P3

6 5

B STREET

PARKINGPARKING

DAYCARE

PLAYGROUND

B STREET

240A

C STREET

PARKING

E STREET

P2

25 23

402A

MEMORY

GARDEN

ENCLOSED

S.S.

S.S.

S.S. S.S.

S.S.

S.S.

S.S.

P4

ENCLOSED WALKWAY

P7

P5

424 452

COURTYARD

446 450

ENCLOSED WALKWAY

P6 P6

HELO PAD

ENCLOSED WALKWAY

E STREET

P10

P9

B400

CLINICAL

ADDITION

P1

P1

ENCLOSED

WALKWAY

VETERANS

GOLF

COURSE

VETERANS

GOLF

COURSE

ENCLOSED WALKWAY

P8

P8

EAST VETERANS STREET

Department of Veterans Affairs

Date Drawn ByChecked By

Project Number

MECHANICAL/PLUMBING

RING & DUCHATEAU

17400 WEST CAPITOL DRIVE

BROOKFIELD, WI 53045

STRUCTURAL

LARSON ENGINEERING, INC.

3333 N. MAYFAIR RD, SUITE 211

WAUWATOSA, WI 53222

414.231.9192

CONSTRUCT

WAREHOUSE D

22 JUNE, 2017

160101 No. Description Date

ENVIRONMENTAL MANAGEMENT CONSULTING

THE SIGMA GROUP

1300 W CANAL ST #200

MILWAUKEE, WI 53233

414.643.4200

CIVIL

ANDERSON ENGINEERING OF MINNESOTA

13605 1ST AVE N #100

PLYMOUTH, MN

763-412-4000

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

TOMAH, WISCONSIN

Location on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d o ne h al f i nc he s = o ne fo ot th re e in ch es o ne fo ot

0' 4'

8'

0'

4' 8'

0' 4'

0' 2'

6" 0'

1' 6"

0' 1'

6" 1"

6" 0'

1' 2'

0' 4'

13100 watertown plank road suite 200 elm grove, wi 53122

100% CONSTRUCTION DOCUMENTS

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

ELECTRICAL

APOGEE CONSULTING GROUP

1151 KILDAIRE FARM ROAD SUITE 120

CARY, NC 27511

GENERAL NOTES:

1. REFER TO LANDSCAPING PLAN FOR FINAL TURF RESTORATION AND PLANTING INFORMATION.

2. MAINTAIN TEMPORARY EROSION CONTROL MEASURES DURING CONSTRUCTION. IF LIMITS OF GRADING

REQUIRE RELOCATION OF EROSION CONTROL DEVICES, CONTRACTOR SHALL RELOCATE AS NECESSARY.

3. PROVIDE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES.

4. SEE ARCHITECTURAL PLANS FOR BUILDING DEMOLITION.

CG101

BUILDING T70

GRADING PLAN

EROSION CONTROL NOTES:

1. CONTRACTOR TO PROVIDE BIOROLLS AROUND PERIMETER OF EARTHWORKS LIMITS. REMOVE BIOROLLS

UPON FINAL STABILIZATION.

2. KEEP A COPY OF THE CURRENT EROSION CONTROL PLAN ON SITE THROUGHOUT THE DURATION OF THE

PROJECT.

3. CONTRACTOR IS RESPONSIBLE FOR ROUTINE SITE INSPECTIONS PER SWPPP PERMIT. KEEP INSPECTION

REPORTS ON-SITE AND MAKE THEM AVAILABLE UPON REQUEST.

4. INSPECT AND MAINTAIN ALL INSTALLED EROSION CONTROL PRACTICES UNTIL THE CONTRIBUTING DRAINAGE

AREA HAS BEEN STABILIZED.

5. SWEEP/CLEAN UP ALL SEDIMENT/TRASH THAT MOVES OFF-SITE DUE TO CONSTRUCTION ACTIVITY OR STORM

EVENTS BEFORE THE END OF THE SAME WORKDAY OR AS DIRECTED BY COR. SEPARATE SWEPT MATERIALS

(SOILS AND TRASH AND DISPOSE OF APPROPRIATELY.

6. PROPERLY DISPOSE OF ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANING WASTES, OR OTHER CONSTRUCTION MATERIALS).

PROTECT EXISTING FENCE

PROVIDE SMOOTH FINISH GRADE

IN OLD OVERHANG AREA FOR

FINAL RESTORATION

E X

IS

TI

N G

L A

K E

/P O

N D

W A

TE

R

E

LE

V . 9

.0

(L

ID

A R

DAJ IJW

APPROXIMATE

CONSTRUCTION STAGING

AREA SEE SHEET GC101

SENSITIVE AREA.

SEE NOTES.

LEGEND

SENSITIVE AREA (SEE NOTE BELOW)

SENSITIVE AREA NOTES:

1. SENSITIVE CULTURAL AREA. COORDINATE WITH VA COR AND GIVE ADVANCE

NOTICE, MINIMUM 14 DAYS, PRIOR TO ANY CONSTRUCTION ACTIVITIES IN THE

AREA. REFER TO SPECIFICATIONS SECTION 31 20 11 EARTHWORK FOR

ADDITIONAL DETAILS.

2. DEMOLITION ACTIVITIES TO BE MINOR AND SHALL MINIMIZE DISTURBANCES

TO EXISTING GRADE.

PERIMETER EROSION

CONTROL (BIOROLLS)

BIOROLLS

GAZEBO

VETERANS

GOLF

COURSE

PARK

AREA

ROADS & GROUNDS

STORAGE YARD 295

TENNIS

COURT

ENGINEERING

CORPORATION

YARD

LP FUEL

STORAGE

SCRAP

STORAGE

PARKING

D STREET

260370

F STREET F STREET

P3

6 5

B STREET

PARKINGPARKING

DAYCARE

PLAYGROUND

B STREET

240A

C STREET

PARKING

E STREET

P2

25 23

402A

MEMORY

GARDEN

ENCLOSED

S.S.

S.S.

S.S. S.S.

S.S.

S.S.

S.S.

P4

ENCLOSED WALKWAY

P7

P5

424 452

COURTYARD

446 450

ENCLOSED WALKWAY

P6 P6

HELO PAD

ENCLOSED WALKWAY

E STREET

P10

P9

B400

CLINICAL

ADDITION

P1

P1

ENCLOSED

WALKWAY

VETERANS

GOLF

COURSE

VETERANS

GOLF

COURSE

ENCLOSED WALKWAY

P8

P8

EAST VETERANS STREET

Department of Veterans Affairs

Date Drawn ByChecked By

Project Number

MECHANICAL/PLUMBING

RING & DUCHATEAU

17400 WEST CAPITOL DRIVE

BROOKFIELD, WI 53045

STRUCTURAL

LARSON ENGINEERING, INC.

3333 N. MAYFAIR RD, SUITE 211

WAUWATOSA, WI 53222

414.231.9192

CONSTRUCT

WAREHOUSE D

22 JUNE, 2017

160101 No. Description Date

ENVIRONMENTAL MANAGEMENT CONSULTING

THE SIGMA GROUP

1300 W CANAL ST #200

MILWAUKEE, WI 53233

414.643.4200

CIVIL

ANDERSON ENGINEERING OF MINNESOTA

13605 1ST AVE N #100

PLYMOUTH, MN

763-412-4000

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

TOMAH, WISCONSIN

Location on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d o ne h al f i nc he s = o ne fo ot th re e in ch es o ne fo ot

0' 4'

8'

0'

4' 8'

0' 4'

0' 2'

6" 0'

1' 6"

0' 1'

6" 1"

6" 0'

1' 2'

0' 4'

13100 watertown plank road suite 200 elm grove, wi 53122

100% CONSTRUCTION DOCUMENTS

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

ELECTRICAL

APOGEE CONSULTING GROUP

1151 KILDAIRE FARM ROAD SUITE 120

CARY, NC 27511

LEGEND

LIMITS OF SEED AND MULCH

SITE PLAN NOTES:

1. SEE ARCHITECTURAL PLANS FOR BUILDING DEMOLITION.

2. REFER TO CONSTRUCTION STAGING AND ACCESS PLAN SHEET GC101 FOR

CONSTRUCTION STAGING.

3. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO CONSTRUCTION. SEE

SHEET CG101

4. NOTIFY VA COR OF ANY LAYOUT DISCREPANCIES SHOWN ON THIS PLAN. FIELD VERIFY

ALL DIMENSIONS PRIOR TO CONSTRUCTION.

5. TRAFFIC CONTROL REQUIRED TO PERFORM WORK SHALL BE THE CONTRACTOR'S

RESPONSIBILITY.

6. TRAFFIC CONTROL SHALL BE COORDINATED WITH CAMPUS STAFF WITHIN 24 HOURS

OF PERFORMING WORK.

TREE WITH DRIPLINE (DASHED)

SEE LANDSCAPE PLAN

FOR SEED AND MULCH

PROTECT EXISTING TREES

THROUGHOUT CONSTRUCTION.

APPROXIMATE LOCATION SHOWN

CONCRETE SLAB TO REMAIN

CS101

BUILDING T70

SITE PLAN

E X

IS

TI

N G

L A

K E

/P O

N D

W A

TE

R

E

LE

V . 9

.0

(L

ID

A R

DAJ IJW

SENSITIVE AREA. SEE NOTES

SENSITIVE AREA NOTES:

1. SENSITIVE CULTURAL AREA. COORDINATE WITH VA COR AND GIVE ADVANCE

NOTICE, MINIMUM 14 DAYS, PRIOR TO ANY CONSTRUCTION ACTIVITIES IN THE

AREA. REFER TO SPECIFICATIONS SECTION 31 20 11 EARTHWORK FOR

ADDITIONAL DETAILS.

2. DEMOLITION ACTIVITIES TO BE MINOR AND SHALL MINIMIZE DISTURBANCES

TO EXISTING GRADE.

SENSITIVE AREA (SEE NOTE BELOW)

GAZEBO

VETERANS

GOLF

COURSE

PARK

AREA

ROADS & GROUNDS

STORAGE YARD 295

TENNIS

COURT

ENGINEERING

CORPORATION

YARD

LP FUEL

STORAGE

SCRAP

STORAGE

PARKING

D STREET

260370

F STREET F STREET

P3

6 5

B STREET

PARKINGPARKING

DAYCARE

PLAYGROUND

B STREET

240A

C STREET

PARKING

E STREET

P2

25 23

402A

MEMORY

GARDEN

ENCLOSED

S.S.

S.S.

S.S. S.S.

S.S.

S.S.

S.S.

P4

ENCLOSED WALKWAY

P7

P5

424 452

COURTYARD

446 450

ENCLOSED WALKWAY

P6 P6

HELO PAD

ENCLOSED WALKWAY

E STREET

P10

P9

B400

CLINICAL

ADDITION

P1

P1

ENCLOSED

WALKWAY

VETERANS

GOLF

COURSE

VETERANS

GOLF

COURSE

ENCLOSED WALKWAY

P8

P8

EAST VETERANS STREET

Department of Veterans Affairs

Date Drawn ByChecked By

Project Number

MECHANICAL/PLUMBING

RING & DUCHATEAU

17400 WEST CAPITOL DRIVE

BROOKFIELD, WI 53045

STRUCTURAL

LARSON ENGINEERING, INC.

3333 N. MAYFAIR RD, SUITE 211

WAUWATOSA, WI 53222

414.231.9192

CONSTRUCT

WAREHOUSE D

22 JUNE, 2017

160101 No. Description Date

ENVIRONMENTAL MANAGEMENT CONSULTING

THE SIGMA GROUP

1300 W CANAL ST #200

MILWAUKEE, WI 53233

414.643.4200

CIVIL

ANDERSON ENGINEERING OF MINNESOTA

13605 1ST AVE N #100

PLYMOUTH, MN

763-412-4000

Building Number

Drawing Number

Project TitleDrawing Title

Approved Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

Nagel Architects + Engineers project number:

TOMAH, WISCONSIN

Location on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d o ne h al f i nc he s = o ne fo ot th re e in ch es o ne fo ot

0' 4'

8'

0'

4' 8'

0' 4'

0' 2'

6" 0'

1' 6"

0' 1'

6" 1"

6" 0'

1' 2'

0' 4'

13100 watertown plank road suite 200 elm grove, wi 53122

100% CONSTRUCTION DOCUMENTS

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

ELECTRICAL

APOGEE CONSULTING GROUP

1151 KILDAIRE FARM ROAD SUITE 120

CARY, NC 27511

LEGEND

CG201

BUILDING T370

GRADING PLAN

RESTORE AREA WITH CRUSHED AGGREGATE BASE

COURSE (3/4" MINUS). MATCH EXISTING GRADE.

LIMITS OF CRUSHED AGGREGATE

BASE COURSE (CABC)

GENERAL NOTES:

1. MAINTAIN TEMPORARY EROSION CONTROL MEASURES DURING CONSTRUCTION. IF LIMITS OF GRADING

REQUIRE RELOCATION OF EROSION CONTROL DEVICES, CONTRACTOR SHALL…