695-18-111 Drawings.pdf

CONTRACT OFFICER REPRESENTATIVE DATE

CHIEF OF ENGINEERING DATE

INTERIOR DESIGNER DATE

DEPARTMENT HEAD DATE

CONTRACT SPECIALIST DATE LEAD USER SIGNATURE DATE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

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.1

.1

D e m o B ld g jjo n e s

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/3

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:1

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P M

GI000

COVER SHEET

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RING & DUCHATEAU

17400 W. CAPITOL DR.

BROOKFIELD, WI 53045

DEMOLISH BUILDING 45

MILWAUKEE, WI

695-18-111

5/28/2021 JLG JDJ

695-18-111

DEMOLISH BUILDING 45

MILWAUKEE VAMC

MILWAUKEE, WI

BID DOCUMENTS

100% CONSTRUCTION

DOCUMENTS

SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

CIVIL

GI001 GENERAL NOTES

GI002 PHASING PLAN

CD101 DEMOLITION PLAN

CS101 CONSTRUCTION SITE PLAN

CS102 SITE PLAN

CS501 SITE DETAILS

CS502 SITE DETAILS

CG101 GRADING PLAN

CJ101 EROSION AND SEDIMENTATION CONTROL AND LANDSCAPE PLAN

CJ501 EROSION CONTROL DETAILS

ARCHITECTURAL

AE001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

AD101 BASEMENT AND FIRST FLOOR DEMOLITION PLAN

AD102 SECOND THRU PENTHOUSE DEMOLITION PLAN

AD301 BUILDING SECTIONS DEMO

AD302 BUILDING SECTIONS DEMO

AE301 TUNNEL ENTRANCE ENCLOSURE PLAN AND SECTIONS

PLUMBING

PS000 SYMBOLS, ABBREVIATIONS, AND SHEET INDEX

PL101 TUNNEL DEMO PLAN - PLUMBING

PL102 TUNNEL PLAN - PLUMBING

PL400 PLUMBING SCHEDULES AND DETAILS

ELECTRICAL

ES000 SYMBOLS, ABBREVIATIONS, SCHEDULES & DETAILS

ES101 DEMOLITION SITE PLAN - ELECTRICAL

ES102 NEW SITE PLAN - ELECTRICAL

ES103 NEW SITE PLAN - PHOTOMETRICS

ES301 TUNNEL ENTRANCE ENCLOSURE PLAN - ELECTRICAL

ES400 ONE LINE DIAGRAM & DETAILS

HAZARD MATERIAL REMOVAL

HA101 FIRST FLOOR HAZARDOUS MATERIAL REMOVAL PLAN

HA102 SECOND THRU PENTHOUSE HAZARDOUS MATERIAL REMOVAL PLAN

DOCUMENT SET FOR REFERENCE ONLY

A-100 EXISTING CONDITIONS - IMAGE LOCATIONS

A-101 EXISTING CONDITIONS - EXTERIOR IMAGES

A-102 EXISTING CONDITIONS - INTERIOR IMAGES

A-103 EXISTING CONDITIONS - INTERIOR IMAGES

Contact:Contact:Contact:Contact:

RING & DUCHATEAU

Engineer

MECHANICAL,

ELECTRICAL &

PLUMBING

GUIDON DESIGN INC.

Mark VanderWoude

Sr. Project Manager

STRUCTURAL

ENGINEER

GUIDON DESIGN INC.

Stacey Paul

Sr. Civil Engineer

1221 North Pennsylvania Street Suite 200 Indianapolis, IN 46202 p: 317.800.6388 x 104 e: spaul@guidondesign.com

CIVIL

ENGINEER

CLEMENT J. ZABLOCKI

VA MEDICAL CENTER

5000 W. National Avenue Milwaukee, WI 53295 p: 414.384.2000

OWNER

GUIDON DESIGN INC.

James Gooden

Project Architect

1221 North Pennsylvania Street Suite 200 Indianapolis, IN 46202 p: 317.800.6388 x 145 e: jgooden@guidondesign.com

ARCHITECT

1221 North Pennsylvania Street Suite 200 Indianapolis, IN 46202 p: 317.800.6388 x 119 e: mvanderwoude@guidondesign.com

17400 West Capital Dr.

Brookfield, WI 53045 p: 414.778.1700 e: mmcgann@ringdu.com

AREA MAP

VICINITY MAP

CAMPUS MAP

Mike McGann

N

SITE

N

N

PROJECT LOCATION:

BUILDING 45

Revisions: Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

MILWAUKEE, WI

695-18-111

05/28/2021Revisions: Date:

GUIDON DESIGN, INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

317-800-6388

RING & DUCHATEAU

17400 W. CAPITOL DR.

BROOKFIELD, WI 53045 Approved:

SLP TJS

DEMOLISH BUILDING 45

GENERAL NOTES

GI001

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

MILWAUKEE, WI

695-18-111

05/28/2021Revisions: Date:

GUIDON DESIGN, INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

317-800-6388

RING & DUCHATEAU

17400 W. CAPITOL DR.

BROOKFIELD, WI 53045 Approved:

SLP TJS

DEMOLISH BUILDING 45PHASING PLAN

GI002

N

0 10050 0 2010 0 10050

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

MILWAUKEE, WI

695-18-111

05/28/2021Revisions: Date:

GUIDON DESIGN, INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

317-800-6388

RING & DUCHATEAU

17400 W. CAPITOL DR.

BROOKFIELD, WI 53045 Approved:

SLP TJS

DEMOLISH BUILDING 45

N

0 4020

DEMOLITION PLAN

CD101

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

MILWAUKEE, WI

695-18-111

05/28/2021Revisions: Date:

GUIDON DESIGN, INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

317-800-6388

RING & DUCHATEAU

17400 W. CAPITOL DR.

BROOKFIELD, WI 53045 Approved:

SLP TJS

DEMOLISH BUILDING 45

N

0 6030

CONSTRUCTION SITE PLAN

CS101

DETOUR

DETOUR

END

DETOUR

WORKERS

STOP

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

MILWAUKEE, WI

695-18-111

05/28/2021Revisions: Date:

GUIDON DESIGN, INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

317-800-6388

RING & DUCHATEAU

17400 W. CAPITOL DR.

BROOKFIELD, WI 53045 Approved:

SLP TJS

DEMOLISH BUILDING 45

N

0 4020

SITE PLAN

CS102

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

MILWAUKEE, WI

695-18-111

05/28/2021Revisions: Date:

GUIDON DESIGN, INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

317-800-6388

RING & DUCHATEAU

17400 W. CAPITOL DR.

BROOKFIELD, WI 53045 Approved:

SLP TJS

DEMOLISH BUILDING 45SITE DETAILS

CS501

STOP

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

MILWAUKEE, WI

695-18-111

05/28/2021Revisions: Date:

GUIDON DESIGN, INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

317-800-6388

RING & DUCHATEAU

17400 W. CAPITOL DR.

BROOKFIELD, WI 53045 Approved:

SLP TJS

DEMOLISH BUILDING 45

CS502

SITE DETAILS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

MILWAUKEE, WI

695-18-111

05/28/2021Revisions: Date:

GUIDON DESIGN, INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

317-800-6388

RING & DUCHATEAU

17400 W. CAPITOL DR.

BROOKFIELD, WI 53045 Approved:

SLP TJS

DEMOLISH BUILDING 45

N

0 4020

GRADING PLAN

CG101

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

MILWAUKEE, WI

695-18-111

05/28/2021Revisions: Date:

GUIDON DESIGN, INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

317-800-6388

RING & DUCHATEAU

17400 W. CAPITOL DR.

BROOKFIELD, WI 53045 Approved:

SLP TJS

DEMOLISH BUILDING 45EROSION AND SEDIMENTATION

CONTROL AND LANDSCAPE PLAN

CJ101

0 4020

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

MILWAUKEE, WI

695-18-111

05/28/2021Revisions: Date:

GUIDON DESIGN, INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

317-800-6388

RING & DUCHATEAU

17400 W. CAPITOL DR.

BROOKFIELD, WI 53045 Approved:

SLP TJS

DEMOLISH BUILDING 45

2"

EROSION CONTROL DETAILS

CJ501

SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET

LOCATION

DETAIL REFERENCE

OBJECT

REFERENCED

OBJECT

REFERENCED

X

XXXX

X

XXXX

SCALE: ??

VIEW TITLE

N

NORTH ARROW

EXTENT OF REVISION

REVISION SET

DETAIL/DRAWING SCALE

TITLE OF DETAIL/DRAWING

DETAIL/DRAWING NUMBER

SHEET NUMBER

1. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING REVIT®

SOFTWARE IN A MICROSOFT WINDOWS ENVIRONMENT. A BUILDING INFORMATION

MODEL (BIM) HAS BEEN DEVELOPED FOR DESIGN COMMUNICATION. THE MODEL

DOES NOT CONTAIN COMPLETE INFORMATION FOR USE IN COST ESTIMATING,

SYSTEMS PERFORMANCE, COORDINATION, SCHEDULING, OR FACILITIES

MANAGEMENT.

2. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING THE

CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE

NATIONAL CAD STANDARD AS GUIDES.

3. DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY BROUGHT

TO THE ATTENTION OF THE ARCHITECT AND COR.

4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SCOPE OF WORK WITH COR AND

VARIOUS FACILITY PERSONNEL INVOLVED WITH UTILITY SHUT DOWN, INFECTION

CONTROLS, OCCUPANT/EMPLOYEE SAFETY, ACCESS CONTROL, ETC.

5. ANY INDICATION OF PROJECT LIMITS OR BOUNDARY OF DEMARCATION ARE SHOWN

FOR THE CONVENIENCE OF THE CONTRACTOR, THE FULL SCOPE OF THE PROJECT

LIMIT OF BOUNDARY REQUIRES COORDINATION WITH THE DESIGN SCOPE OF WORK

AND ACCESS TO EXISTING UTILITIES FOR TIE IN.

6. DRAWINGS ARE PREPARED FROM FIELD VERIFICATION, EXISTING FACILITY DRAWING

BASE FILES, AND USING DIMENSIONS, CONFIGURATIONS AND DETAILS OF SPECIFIC

MANUFACTURERS AS A BASIS OF DESIGN. CONTRACTOR IS RESPONSIBLE FOR

VERIFICATION OF ACTUAL DIMENSIONS, THE COORDINATION OF THE DETAILS WITH

THE PRODUCTS WHICH ARE PROVIDED PER THE SCOPE OF THE SPECIFICATIONS

AND THE SURROUNDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS,

ROUGH-IN DIMENSIONS, CONNECTIONS, AND OVERALL INSTALLATION

REQUIREMENTS.

7. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE ENTIRE SCOPE OF

WORK OUTLINED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE

FOR THE COORDINATION OF ALL SUB-CONTRACTORS AND THE SCOPE OF WORK

THEY PROVIDE. SUB-CONTRACTORS ARE RESPONSIBLE FOR THEIR FULL SCOPE OF

WORK WITHIN THE CONTRACT DOCUMENTS, TRADES ARE NOT SEGMENTED TO ONLY

CERTAIN SHEETS AND SPECIFICATIONS, CROSS COORDINATION IS REQUIRED.

8. CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR

UNDERSTANDING INFORMATION OUTLINED IN THE SPECIFICATIONS, KEY NOTES,

GENERAL NOTES, LEGEND, CODES, ETC., PROVIDED IN THE CONTRACT DOCUMENTS.

9. CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR PROVIDING

AND MAINTAINING SMOKE/FIRE RATINGS OF NEW CONSTRUCTION AND EXISTING

CONSTRUCTION AS INDICATED ON DRAWINGS. THIS INCLUDES PATCHING

PENETRATIONS IN SHAFTS, WALLS, SLABS AND ROOF. ONLY U.L. APPROVED

METHODS, MATERIALS AND INSTALLATION ARE ACCEPTABLE.

10. MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL DRAWINGS SHOW

INFORMATION IN A DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL

CONTRACTOR IS TO COORDINATE THE LOCATIONS OF ALL MECHANICAL, PLUMBING

AND ELECTRICAL EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND

STRUCTURAL DETAILING OF SHAFTS, CHASES, CEILING CONSTRUCTION, ETC.

11. CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS IDENTIFIED AND NOT

IDENTIFIED IN THE CONTRACT DOCUMENTS WITH THE EXISTING AND NEW

CONSTRUCTION ELEMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION

BETWEEN THE CONTRACT DOCUMENTS, INSTALLED AND UNINSTALLED

CONSTRUCTION BEFORE THE ORDERING OF MATERIALS AND EQUIPMENT. NOTIFY

ARCHITECT AND OWNER’S REPRESENTATIVE/COR OF ANY DISCREPANCIES OR

MISSING DIMENSIONS.

12. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR GENERAL

ORIENTATION AND CONTEXT ONLY.

13. THE TERM "ALIGN" MEANS TO INSTALL DIFFERENT/SIMILAR COMPONENTS OF

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

14. ALL DIMENSIONS INDICATED ARE TO FACE OF EXISTING MEMBERS, FACE OF NEW

STRUCTURAL MEMBERS, FACE OF NEW MASONRY, FACE OF NEW STUDS OR COLUMN

GRID LINES UNLESS NOTED OTHERWISE.

15. CONTRACTOR TO PROVIDE WORK WHERE DETAILS AND NOTES ARE IDENTIFIED AS

“TYPICAL” OR “SIMILAR” EACH INSTANCE THAT IS THE SAME IN NATURE TO THE

DETAIL, AREA, OR ITEM REFERENCED.

16. PROVIDED WORK SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY, MOUNTING,

INSTALLATION, NECESSARY BLOCKING AND ROUGH-IN.

17. INSTALLED WORK IS THE CONTRACTOR INSTALLING OWNER FURNISHED MATERIALS

AND EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF MATERIAL

DELIVERY, MOUNTING, INSTALLATION AND ROUGH IN.

18. FURNISHED WORK IS THE CONTRACTOR FURNISHING THE MATERIALS AND

EQUIPMENT TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF

DELIVERY AND ROUGH-IN.

19. ALL PROVIDED WORK SHALL BE WITH NEW MATERIALS UNLESS SPECIFICALLY

CALLED OUT AS SALVAGED OR RELOCATED WITHIN THE CONTRACT DOCUMENTS.

20. ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL BE

FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND

HEALTH ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS PROJECT.

21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL

UTILITY LINES. LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ALL DAMAGE TO

UTILITY LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO THE

OWNER.

22. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING

REQUIRED DURING CONSTRUCTION.

23. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT

CONSTRUCTION, FINISHES, EQUIPMENT, AND TRAVEL ROUTE TO AND FROM THE

CONSTRUCTION SITE. ANY DAMAGE OR UNACCEPTABLE WEAR BY THE

CONSTRUCTION TEAM SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO

COST TO THE OWNER.

X

X

XXXX

SHEET LOCATION

VIEW NUMBER

X X

X

SHEET LOCATION

VIEW NUMBER

XXXX

BUILDING SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

BUILDING X

XXXX

X

XXXX

ELEVATION REFERENCES

WALL TO BE

REMOVED

DEMOLISHED DOOR

REVISION TO PLAN CALLOUT

WALLS DOORS

1 DEMOLITION NOTE

KEY NOTE SYMBOLS

CONSTRUCTION GENERAL NOTESARCHITECTURAL SYMBOLSARCHITECTURAL ABBREVIATIONS

A/E ARCHITECT/ENGINEER

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

AR AS REQUIRED

ARCH ARCHITECT

BLDG BUILDING

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CL CENTER LINE

CLR CLEAR

COORD COORDINATE

CPT CARPET

CTR CENTER

DEMO DEMOLITION

DIA DIAMETER

DIM DIMENSION

DN DOWN

E EAST

ELEC ELECTRIC

EPA ENVIRONMENTAL PROTECTION AGENCY

EQ EQUAL

EQUIP EQUIPMENT

ETC AND SO FORTH OR ET CETERA

EXIST EXISTING

F FAHRENHEIT OR FEMALE

FD FLOOR DRAIN

FEC FIRE EXTINGUISHER CABINET

FF&E FURNITURE, FIXTURE, AND EQUIPMENT

FT FEET OR FOOT

GAL GALLON

GYP GYPSUM

HAZ MAT HAZARDOUS MATERIALS

HW HARDWARE

HM HECTOMETER OR HOLLOW METAL

HSKPG HOUSEKEEPING

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE DIAMETER

INFO INFORMATION

INTL INTERNATIONAL

JAN JANITOR

LBS POUND

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

MECH MECHANICAL

MIN MINIMUM MINUTE OR MINUTE MINIMUM

MISC MISCELLANEOUS

mm MILLIMETER

N NORTH

OC ON CENTER

OZ OUNCE

PCF POUNDS PER CUBIC FOOT

PREFAB PREFABRICATE

PREFIN PREFINISH

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PWR POWER

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

RB RESILIENT BASE OR RUBBER BASE

RCP REFLECTED CEILING PLAN

REQ REQUIRE

REQD REQUIRED

REV REVISION

RO ROUGH OPENING

SF SQUARE FOOT (FEET)

SIM SIMILAR

S SOUTH

SPEC SPECIFICATION

STL STEEL

SURF SURFACE

SUSP SUSPEND

TA TOILET ACCESSORY

T&G TONGUE AND GROOVE

TEMP TEMPERATURE OR TEMPORARY

THRU THROUGH

TO TOP OF ___

TV TELEVISION

TYP TYPICAL

VAR VARIES

VIF VERIFY IN FIELD

W/ WITH

W/O WITHOUT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\j jo n e s \D o c u m e n ts

\1

.1

.1

D e m o B ld g jjo n e s

J S

C .r v t

/3

/2

:1

:2

P M

AE001

ARCHITECTURAL SYMBOLS AND

ABBREVIATIONS

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RING & DUCHATEAU

17400 W. CAPITOL DR.

BROOKFIELD, WI 53045

DEMOLISH BUILDING 45

MILWAUKEE, WI

695-18-111

5/28/2021 JLG JDJ

100% CONSTRUCTION

DOCUMENTS

COAL BUNKERS ABOVE

ABANDONED STEAM TUNNEL

TO REMAIN

BOILER HOUSE

FUEL BUNKER ROOM

(FLOOR ELEVATION 651.0)

ASH CHUTE ROOM

(FLOOR ELEVATION

652.360)

STORAGE ROOM

(FLOOR ELEVATION

652.333)

ENGINE HOUSE

EXISTING VAULT B

TO REMAIN

333 3

AD301

AD302

AD302

142' - 5 3/4"

/8

/2

46' - 5 1/4"

7'

/8

7 7 7 7

76' - 3"

/8

/8

/2

20' - 5 7/8"

/8

T Y

P

TYP.

15' - 4 7/8"

T Y

P

6'

TYP.

8' - 0"

13 13 13

20' - 2"

20' - 2"

TYP.

15' - 11 5/8"

T Y

P

7'

1/ 2"

8'

/8

3' - 3 1/4"

9' - 4 1/8" 9' - 1 1/2"

5'

/8

9' - 3 7/8"

9'

/4

1' - 9 1/2"

3'

7' - 9 5/8"

9'

5/ 8"

/8

9' - 8 3/4"

ASH BUNKER ABOVE

AE301

NEW VAULT ACCESS

6' -0

± 16'-0"

AE301

A. CONTRACTOR SHALL REMOVE EXISTING IMPROVEMENTS WHETHER OR NOT

SPECIFICALLY INDICATED ON THE DRAWINGS TO FACILITATE THE

COMPLETION OF ALL REQUIRED WORK. CONTRACTOR SHALL VISIT THE SITE

AND VERIFY ALL QUANTITIES AND ITEMS REQUIRED TO BE REMOVED.

B. REFER TO ARCHITECTURAL SYMBOLS ON SHEET AE001 FOR DEMOLITION

SYSTEMS AND DRAWING NOMENCLATURE.

C. SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE

PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO

VERIFY NO UNSAFE OR UNSATISFACTORY CONDITIONS EXIST. SUCH

CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.

D. EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH THE

ARCHITECTURAL FLOOR PLAN AD101 AND ENGINEERING DRAWINGS FOR

ADDITIONAL INFORMATION.

E. DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED

ARE APPROXIMATE.

F. CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION

ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHERWISE NOTED.

G. COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND

VENDOR DRAWINGS.

H. WALLS SHALL BE REMOVED THROUGHOUT PROJECT BOUNDARY UNLESS

OTHERWISE INDICATED.

I. FLOORING AND WALL BASE SHALL BE REMOVED THROUGHOUT PROJECT

BOUNDARY UNLESS OTHERWISE INDICATED.

J. REMOVE WALL MOUNTED ACCESSORIES AND MOUNTING HARDWARE

THROUGHOUT PROJECT BOUNDARY UNLESS OTHERWISE NOTED.

K. REMOVE ALL PLUMBING FIXTURES AND ASSOCIATED ACCESSORIES

THROUGHOUT PROJECT BOUNDARY UNLESS OTHERWISE NOTED. REFER TO

PLUMBING PLAN FOR ADDITIONAL INFORMATION.

L. REMOVE DOOR LEAVES, FRAMES AND HARDWARE THROUGHOUT PROJECT

BOUNDARY UNLESS OTHERWISE NOTED.

M. REMOVE ALL STRUCTURAL FRAMING AND COLUMNS THROUGHOUT PROJECT

BOUNDARY UNLESS OTHERWISE NOTED.

NOTE:

DEMOLISH ALL BUILDING COMPONENTS TO A MINIMUM 4' - 0" BELOW

GRADE WHICH INCLUDES BUT NOT LIMITED TO THE FOLLOWING MAJOR

COMPONENTS. IDENTIFIED COMPONENTS ARE FOR REFERENCE ONLY AND

CONTRACTOR IS RESPONSIBLE FOR A PRE-DEMOLITION SURVEY OF

EXISTING CONDITIONS IN CONJUNCTION WITH THE SPECIFICATIONS FOR

SCOPE.

1. WALLS. SALVAGE AND CLEAN AT LEAST 1500 USABLE BRICKS. SALVAGED

BRICKS TO BE PLACED ON A PALLET AND DELIVERED TO A LOCATION WITHIN

THE VA CAMPUS. COORDINATE DELIVERY LOCATION WITH COR.

2. TURBINE GENERATOR.

3. BOILER EQUIPMENT PADS AND FOUNDATIONS.

4. COAL GRAVITY DISCHARGE ELEVATOR.

5. COAL PIT FOUNDATION AND FOOTING (BOTTOM APPROX. 8'-0" BELOW

FLOOR LINE). INFILL PIT WITH PRE-ENGINEERED FILL.

6. STACK FOOTING.

7. EQUIPMENT ISOLATION PADS 5' - 6" DEEP. INFILL PIT WITH PRE-ENGINEERED

FILL.

8. 5' x 7' x 5' WATER PIT. COORDINATE WITH ENGINEERING DRAWINGS.

9. ABANDONED ASH PIT FOUNDATION AND FOOTING (BOTTOM APPROX. 10'-0"

BELOW FLOOR LINE).

10. STAIR AND LANDING.

11. RAISED CONCRETE PAD AND STAIR.

12. MECHANICAL EQUIPMENT. FOUNDATION WALLS AROUND MECHANICAL PIT

TO REMAIN. INFILL PIT WITH PRE-ENGINEERED FILL.

13. STRUCTURAL COLUMNS AND FOUNDATIONS.

14. EXISTING FLOOR TO REMAIN. SAW CUT INTO 2' X 2' SQUARES AND BREAK UP

FLOOR TO ALLOW DRAINAGE.

15. INFILL BASEMENT WITH PRE-ENGINEERED FILL.

16. EXISTING CONTROL SWITCH.

DEMOLITION GENERAL NOTES

DEMOLITION PLAN NOTES

INTERIOR FACE OF

CONCRETE WALLS

ENGINE HOUSE BASEMENT

(FLOOR ELEVATION 645.833)

AD301

46' - 6 7/8"

1. EXISTING GRATING IN VAULT 'B' TO BE REPLACED. NEW GRATING TO BE

GALVANIZED STEEL, 19-W-4 WITH 1 1/2" X 1/8" BARS. CONTRACTOR TO

COORDINATE OPENINGS AND PIPE SUPPORTS.

#PLAN NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\j jo n e s \D o c u m e n ts

\1

.1

.1

D e m o B ld g jjo n e s

J S

C .r v t

/3

/2

:1

:2

P M

AD101

BASEMENT AND FIRST FLOOR DEMOLITION

PLAN

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RING & DUCHATEAU

17400 W. CAPITOL DR.

BROOKFIELD, WI 53045

DEMOLISH BUILDING 45

MILWAUKEE, WI

695-18-111

5/28/2021 JLG JDJ

100% CONSTRUCTION

DOCUMENTS

SCALE: 1/8" = 1'-0"AD101

1 FIRST FLOOR DEMO PLAN

N

SCALE: 6" = 1'-0"

KEYPLAN

N

SCALE: 1/8" = 1'-0"AD101

2 BASEMENT DEMO PLAN

A. COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND

REPAIR NECESSARY TO COMPLETE NEW CONSTRUCTION SHALL BE

PROVIDED. CONTRACTOR SHALL REMOVE EXISTING IMPROVEMENTS

WHETHER OR NOT SPECIFICALLY INDICATED ON THE DRAWINGS TO

FACILITATE THE COMPLETION OF ALL REQUIRED WORK. CONTRACTOR

SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES AND ITEMS REQUIRED

TO BE REMOVED.

B. REFER TO ARCHITECTURAL SYMBOLS ON SHEET AE001 FOR DEMOLITION

SYSTEMS AND DRAWING NOMENCLATURE.

C. SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE

PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO

VERIFY NO UNSAFE OR UNSATISFACTORY CONDITIONS EXIST. SUCH

CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.

D. EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH THE

ARCHITECTURAL FLOOR PLAN AE101 AND ENGINEERING DRAWINGS FOR

ADDITIONAL INFORMATION.

E. DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED

ARE APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF

WORK TO BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE

NEW CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN

INTENT OF NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS

WORK.

F. CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION

ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHERWISE NOTED, TO

ACCOMMODATE NEW CONSTRUCTION.

G. MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE

NEW FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH

THAT THE CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE

SMOOTH AND UNDETECTABLE.

H. COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND

VENDOR DRAWINGS.

I. WALLS SHALL BE REMOVED THROUGHOUT PROJECT BOUNDARY UNLESS

OTHERWISE INDICATED.

J. FLOORING AND WALL BASE SHALL BE REMOVED THROUGHOUT PROJECT

BOUNDARY UNLESS OTHERWISE INDICATED.

K. REMOVE WALL MOUNTED ACCESSORIES AND MOUNTING HARDWARE

THROUGHOUT PROJECT BOUNDARY UNLESS OTHERWISE NOTED.

L. REMOVE ALL PLUMBING FIXTURES AND ASSOCIATED ACCESSORIES

THROUGHOUT PROJECT BOUNDARY UNLESS OTHERWISE NOTED. REFER TO

PLUMBING PLAN FOR ADDITIONAL INFORMATION.

M. REMOVE DOOR LEAVES, FRAMES AND HARDWARE THROUGHOUT PROJECT

BOUNDARY UNLESS OTHERWISE NOTED.

N. REMOVE ALL STRUCTURAL FRAMING AND COLUMNS THROUGHOUT PROJECT

BOUNDARY UNLESS OTHERWISE NOTED.

NOTE:

DEMOLISH ALL BUILDING COMPONENTS TO A MINIMUM 4' - 0" BELOW

GRADE WHICH INCLUDES BUT NOT LIMITED TO THE FOLLOWING MAJOR

COMPONENTS. IDENTIFIED COMPONENTS ARE FOR REFERENCE ONLY AND

CONTRACTOR IS RESPONSIBLE FOR A PRE-DEMOLITION SURVEY OF

EXISTING CONDITIONS IN CONJUNCTION WITH THE SPECIFICATIONS FOR

SCOPE.

1. WALLS. SALVAGE AND CLEAN AT LEAST 1500 USABLE BRICKS. SALVAGED

BRICKS TO BE PLACED ON A PALLET AND DELIVERED TO A LOCATION WITHIN

THE VA CAMPUS. COORDINATE DELIVERY LOCATION WITH COR.

2. COAL GRAVITY DISCHARGE ELEVATOR.

3. STAIR AND LANDING.

4. COAL BUNKER.

5. STRUCTURAL COLUMNS AND FOUNDATIONS.

6. ASH BUNKER AND VENT.

7. CATWALK.

8. WALKWAY PLATFORM.

9. LADDER.

10. PIPE RAILING.

DEMOLITION GENERAL NOTES

DEMOLITION PLAN NOTES

CHECKERED PLATE

WALKWAY (FLOOR

ELEVATION 689.67)

COAL BUNKER

- STEEL LINER ON STEEL STRUTS

1 1

/8

38' - 5 7/8"

2' - 3 1/4"

8'

/4

6'

/8

3' - 6 1/2"

5'

/8

12' - 7 3/4"

8'

/8

6'

/4

19' - 9 1/4"11' - 8 3/4"

ASH

BUNKER

FLOOR ELEVATION

666.33

BOILER

HOUSE

/8

/2

39' - 10 1/4"

/8

3' - 3 3/4"

4'

3/ 8"

8' - 1 7/8"

6'

/4

R O

O F

B E

Y O

N D

R O

O F

B E

Y O

N D

(FLOOR ELEVATION 703.83)

/8

40' - 10 3/4"

2' - 11 5/8"

4'

/8

WALKWAY

(FLOOR ELEVATION 678.33)

/2

3/ 8"

40' - 3 5/8"

/2

21' - 9 1/8"

4'

/8

4' - 6 7/8"5' - 0"12' - 2 1/4"

6'

/4

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\j jo n e s \D o c u m e n ts

\1

.1

.1

D e m o B ld g jjo n e s

J S

C .r v t

/3

/2

:1

:2

P M

AD102

SECOND THRU PENTHOUSE DEMOLITION

PLAN

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RING & DUCHATEAU

17400 W. CAPITOL DR.

BROOKFIELD, WI 53045

DEMOLISH BUILDING 45

MILWAUKEE, WI

695-18-111

5/28/2021 JLG JDJ

100% CONSTRUCTION

DOCUMENTS

NN

N N

SCALE: 6" = 1'-0"

KEYPLAN

N

SCALE: 3/16" = 1'-0"AD102

1 ABOVE WALKWAY DEMO PLAN

SCALE: 3/16" = 1'-0"AD102

2 SECOND FLOOR DEMO PLAN

SCALE: 3/16" = 1'-0"AD102

4 PENTHOUSE DEMO PLAN

SCALE: 3/16" = 1'-0"AD102

3 THIRD FLOOR WALKWAY DEMO PLAN

PENT

HOUSE

COAL

BUNKER

FUEL BUNKER

ROOM

STORAGE

ROOM / STAIRS

F

IE

LD

V

E R

IF

Y

3/ 4"

1' - 7 1/8" 28' - 1 3/4" 20' - 4 3/8" 1' - 4 3/4"

15' - 10"

50' - 11"

F

IE

LD

V

E R

IF

Y

8'

EXISTING GRADE

EL. 653.10 EXISTING GRADE

EL. 652.10

M

IN

. D E

M O

D E

P T

H 4'

M

IN

. D E

M O

D E

P T

H 4'

V

IF

3/ 8"

8'

/8

3/ 8"

FINISHED GRADE

VARIES

FINISH GRADE

VARIES

ENGINE

HOUSE

ENGINE HOUSE

BASEMENT

4 5

2' - 7 1/2" 41' - 2 1/4" 2' - 7 1/2"

EXISTING GRADE

EL. 649.61

FINISHED GRADE

VARIES

EXISTING GRADE

EL. 647.74

V

IF

1'

M

IN

. D E

M O

D E

P T

H

4'

V

IF

2'

/8

M

IN

. D E

M O

D E

P T

H 4'

FINISH GRADE

VARIES

NOTE:

DEMOLISH ALL BUILDING COMPONENTS TO A MINIMUM 4' - 0" BELOW

GRADE WHICH INCLUDES BUT NOT LIMITED TO THE FOLLOWING MAJOR

COMPONENTS. IDENTIFIED COMPONENTS ARE FOR REFERENCE ONLY AND

CONTRACTOR IS RESPONSIBLE FOR A PRE-DEMOLITION SURVEY OF

EXISTING CONDITIONS IN CONJUNCTION WITH THE SPECIFICATIONS FOR

SCOPE.

1. WALLS. SALVAGE AND CLEAN AT LEAST 1500 USABLE BRICKS. SALVAGED

BRICKS TO BE PLACED ON A PALLET AND DELIVERED TO A LOCATION WITHIN

THE VA CAMPUS. COORDINATE DELIVERY LOCATION WITH COR.

2. ROOF TRUSS.

3. FLOOR FRAMING.

4. STAIR.

5. INFILL BASEMENT WITH PRE-ENGINEERED FILL.

6. FLOOR SLAB.

7. FOUNDATION WALL AND CONCRETE FOOTING.

8. COAL BUNKER.

9. FOUNDATION TO REMAIN.

10. ABANDONED PIT FOUNDATION AND FOOTING TO REMAIN. INFILL

ABANDONED PIT WITH PRE-ENGINEERED FILL.

11. INTERIOR WALL PARTITION.

12. STRUCTURAL STEEL ELEMENTS.

13. EXISTING FLOOR TO REMAIN. BREAK UP FLOOR INTO 2' X 2' SQUARES

MAXIMUM AND BREAK UP FLOOR TO ALLOW DRAINAGE.

DEMOLITION GENERAL NOTES

DEMOLITION SECTION NOTES

A. COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND

REPAIR NECESSARY TO COMPLETE NEW CONSTRUCTION SHALL BE

PROVIDED. CONTRACTOR SHALL REMOVE EXISTING IMPROVEMENTS

WHETHER OR NOT SPECIFICALLY INDICATED ON THE DRAWINGS TO

FACILITATE THE COMPLETION OF ALL REQUIRED WORK. CONTRACTOR

SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES AND ITEMS REQUIRED

TO BE REMOVED.

B. REFER TO ARCHITECTURAL SYMBOLS ON SHEET AE001 FOR DEMOLITION

SYSTEMS AND DRAWING NOMENCLATURE.

C. SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE

PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO

VERIFY NO UNSAFE OR UNSATISFACTORY CONDITIONS EXIST. SUCH

CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.

D. EXTENTS OF DEMOLITION SHALL BE COORDINATE WITH THE

ARCHITECTURAL FLOOR PLAN AE101 AND ENGINEERING DRAWINGS FOR

ADDITIONAL INFORMATION.

E. DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED

ARE APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF

WORK TO BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE

NEW CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN

INTENT OF NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS

WORK.

F. CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION

ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHER WISE NOTED, TO

ACCOMMODATE NEW CONSTRUCTION.

G. MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE

NEW FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH

THAT THE CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE

SMOOTH AND UNDETECTABLE.

H. COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND

VENDOR DRAWINGS.

I. WALLS SHALL BE REMOVED THROUGHOUT PROJECT BOUNDARY UNLESS

OTHERWISE INDICATED.

J. FLOORING AND WALL BASE SHALL BE REMOVED THROUGHOUT PROJECT

BOUNDARY UNLESS OTHERWISE INDICATED.

K. REMOVE WALL MOUNTED ACCESSORIES AND MOUNTING HARDWARE

THROUGHOUT PROJECT BOUNDARY UNLESS OTHERWISE NOTED.

L. REMOVE ALL PLUMBING FIXTURES AND ASSOCIATED ACCESSORIES

THROUGHOUT PROJECT BOUNDARY UNLESS OTHERWISE NOTED. REFER TO

PLUMBING PLAN FOR ADDITIONAL INFORMATION.

M. REMOVE DOOR LEAVES, FRAMES AND HARDWARE THROUGHOUT PROJECT

BOUNDARY UNLESS OTHERWISE NOTED.

N. REMOVE ALL STRUCTURAL FRAMING AND COLUMNS THROUGHOUT PROJECT

BOUNDARY UNLESS OTHERWISE NOTED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\j jo n e s \D o c u m e n ts

\1

.1

.1

D e m o B ld g jjo n e s

J S

C .r v t

/3

/2

:1

:2

P M

AD301

BUILDING SECTIONS DEMO

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RING & DUCHATEAU

17400 W. CAPITOL DR.

BROOKFIELD, WI 53045

DEMOLISH BUILDING 45

MILWAUKEE, WI

695-18-111

5/28/2021 JLG JDJ

100% CONSTRUCTION

DOCUMENTS

SCALE: 1/4" = 1'-0"AD301

1 ASH CHUTE / BUNKER HOUSE SECTION

SCALE: 1/4" = 1'-0"AD301

2 ENGINE HOUSE SECTION

ENGINE

HOUSE

8 8

10 10 10 10

/8

26' - 8 5/8"

2' - 6 1/4" 2' - 4 5/8"2' - 0 7/8" 8' - 10 3/8" 11" 8' - 11" 2' - 0 1/2"

2' - 6"2' - 7 1/4"

/8

ENGINE HOUSE

BASEMENT

BOILER

HOUSE

20' - 9 3/4" 10' - 6 1/2" 20' - 9 3/4"

1/ 2"

3/ 8"

/8

4'

/2

3'

/4

1' - 0" 71' - 7 3/8" 31' - 8 7/8" 1' - 3 1/2"

1' - 11 3/8" 15' - 2 5/8" 2' - 7 1/2"

FINISHED GRADE

VARIES

EXISTING GRADE

EL. 649.00

EXISTING GRADE

EL. 650.36V

.I.

F

1'

/8

M

IN

. D E

M O

D E

P T

H 4'

V

IF

2'

/8

M

IN

. D E

M O

D E

P T

H 4'

FINISH GRADE

VARIES

NOTE:

DEMOLISH ALL BUILDING COMPONENTS TO A MINIMUM 4' - 0" BELOW

GRADE WHICH INCLUDES BUT NOT LIMITED TO THE FOLLOWING MAJOR

COMPONENTS. IDENTIFIED COMPONENTS ARE FOR REFERENCE ONLY AND

CONTRACTOR IS RESPONSIBLE FOR A PRE-DEMOLITION SURVEY OF

EXISTING CONDITIONS IN CONJUNCTION WITH THE SPECIFICATIONS FOR

SCOPE.

1. WALLS. SALVAGE AND CLEAN AT LEAST 1500 USABLE BRICKS. SALVAGED

BRICKS TO BE PLACED ON A PALLET AND DELIVERED TO A LOCATION WITHIN

THE VA CAMPUS. COORDINATE DELIVERY LOCATION WITH COR.

2. ROOF TRUSS.

3. EXISTING FOUNDATION WALL TO REMAIN.

4. LADDER.

5. INFILL BASEMENT WITH PRE-ENGINEERED FILL.

6. FLOOR SLAB.

7. FOUNDATION WALL AND CONCRETE FOOTING.

8. EQUIPMENT ISOLATION PADS. INFILL EQUIPMENT PIT.

9. INFILL PIT WITH PRE-ENGINEERED FILL.

10. STRUCTURAL STEEL FRAMING.

DEMOLITION GENERAL NOTES

DEMOLITION SECTION NOTES

A. COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND

REPAIR NECESSARY TO COMPLETE NEW CONSTRUCTION SHALL BE

PROVIDED. CONTRACTOR SHALL REMOVE EXISTING IMPROVEMENTS

WHETHER OR NOT SPECIFICALLY INDICATED ON THE DRAWINGS TO

FACILITATE THE COMPLETION OF ALL REQUIRED WORK. CONTRACTOR

SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES AND ITEMS REQUIRED

TO BE REMOVED.

B. REFER TO ARCHITECTURAL SYMBOLS ON SHEET AE001 FOR DEMOLITION

SYSTEMS AND DRAWING NOMENCLATURE.

C. SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE

PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO

VERIFY NO UNSAFE OR UNSATISFACTORY CONDITIONS EXIST. SUCH

CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.

D. EXTENTS OF DEMOLITION SHALL BE COORDINATE WITH THE

ARCHITECTURAL FLOOR PLAN AE101 AND ENGINEERING DRAWINGS FOR

ADDITIONAL INFORMATION.

E. DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED

ARE APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF

WORK TO BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE

NEW CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN

INTENT OF NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS

WORK.

F. CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION

ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHER WISE NOTED, TO

ACCOMMODATE NEW CONSTRUCTION.

G. MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE

NEW FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH

THAT THE CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE

SMOOTH AND UNDETECTABLE.

H. COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND

VENDOR DRAWINGS.

I. WALLS SHALL BE REMOVED THROUGHOUT PROJECT BOUNDARY UNLESS

OTHERWISE INDICATED.

J. FLOORING AND WALL BASE SHALL BE REMOVED THROUGHOUT PROJECT

BOUNDARY UNLESS OTHERWISE INDICATED.

K. REMOVE WALL MOUNTED ACCESSORIES AND MOUNTING HARDWARE

THROUGHOUT PROJECT BOUNDARY UNLESS OTHERWISE NOTED.

L. REMOVE ALL PLUMBING FIXTURES AND ASSOCIATED ACCESSORIES

THROUGHOUT PROJECT BOUNDARY UNLESS OTHERWISE NOTED. REFER TO

PLUMBING PLAN FOR ADDITIONAL INFORMATION.

M. REMOVE DOOR LEAVES, FRAMES AND HARDWARE THROUGHOUT PROJECT

BOUNDARY UNLESS OTHERWISE NOTED.

N. REMOVE ALL STRUCTURAL FRAMING AND COLUMNS THROUGHOUT PROJECT

BOUNDARY UNLESS OTHERWISE NOTED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\j jo n e s \D o c u m e n ts

\1

.1

.1

D e m o B ld g jjo n e s

J S

C .r v t

/3

/2

:1

:2

P M

AD302

BUILDING SECTIONS DEMO

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RING & DUCHATEAU

17400 W. CAPITOL DR.

BROOKFIELD, WI 53045

DEMOLISH BUILDING 45

MILWAUKEE, WI

695-18-111

5/28/2021 JLG JDJ

100% CONSTRUCTION

DOCUMENTS

SCALE: 1/4" = 1'-0"AD302

1 PARTIAL ENGINE HOUSE SECTION

SCALE: 1/4" = 1'-0"AD302

2 BOILER HOUSE SECTION

AE301

AE301

FIXED STEEL LADDER,

COORDINATE WITH

FLOOR DOOR OPENING

PORTION OF TUNNEL

TO BE INFILLED

WITH BACKFILL

INFILL TUNNEL OPENING

WITH PRE-ENGINEERED FILL

ABANDONED STEAM

TUNNEL TO REMAIN

NEW REINFORCED

CONCRETE WALL

AREA OF EXCAVATION,

COORDINATE WITH CIVIL

7" MIN.

1'

C

LE

A R

E Q

E Q

WATERPROOF BOTH

NEW & EXISTING

INFILL EXISTING

MECHANICAL PIT WITH

PRE-ENGINEERED FILL

INFILL TUNNEL OPENING

WITH PRE-ENGINEERED FILL

WATERPROOF BOTH

NEW & EXISTING

SAWCUT THROUGH WALL AND

FLOOR TO ISOLATE TUNNEL FROM

BUILDING TO AVOID COLLATERAL

DAMAGE

BREAK UP FLOOR

FOR DRAINAGE

TUNNEL FLOOR

88' - 0"

TOP OF CONC. SLAB

101' - 0"

AE301

MAINTENANCE

TUNNEL

3'-0" x 3'-0" ACCESS DOOR, COORDINATE CONCRETE

EMBEDS & ANCHORAGE

WITH SUPPLIER

PORTION OF EXISTING

FOUNDATION WALL TO

REMAIN

INFILL EXISTING

MECHANICAL PIT WITH

PRE-ENGINEERED FILL NEW 14" REINFORCED

CONCRETE WALL

INFILL PORTION

OF EXISTING TUNNEL

WITH PRE-ENGINEERED FILL

LIGHT FIXTURE, REFER

TO ELECTRICAL

DRAWINGS

HEIGHT OF TUNNEL

95' - 1"

EXISTING GRADE TO BE

EXCAVATED AND

BACKFILLED, COORDINATE

WITH CIVIL

VERIFY IN FIELD

11' - 2 3/8" 10' - 0" 1' - 0"

1/4" PROTECTION

BOARD ON BITUMINOUS

SHEET MEMBRANE

WATERPROOFING ON

NEW 14" REINFORCED

CONCRETE WALL

1/4" PROTECTION BOARD ON

BITUMINOUS SHEET MEMBRANE

WATERPROOFING ON

NEW 14" CONCRETE WALL

EXISTING GRADE TO BE

EXCAVATED AND BACKFILLED,

COORDINATE WITH CIVIL

PORTION OF EXISTING

SIDEWALK TO BE REMOVED

AND REPLACED DURING

CONSTRUCTION, COORDINATE

WITH CIVIL

DEMOLISH EXISTING

BUILDING

REFER TO CIVIL DRAWINGS

22' - 2 3/8"

#6 VERTICAL BARS @ 12" O.C.

(EPOXY EMBED 4")

#5 HORIZONTAL BARS @ 12" O.C.

(PROVIDE CORNER BARS AT ENDS)

#6 DOWEL x 3'-0" @ 12" O.C.

(EPOXY EMBED 6")

#6 VERTICAL BARS

@ 12" O.C.

#5 HORIZONTAL BARS

@ 12" O.C. (EPOXY

EMBED 4" AT ENDS)

(+/- FIELD VERIFY)

REMOVE PORTION

OF TUNNEL CEILING

PORTION OF TUNNEL

CEILING TO REMAIN

NEW SIDEWALK,

COORDINATE

WITH CIVIL

FIXED STEEL LADDER,

COORDINATE WITH

ACCESS DOOR

OPENING

WATERPROOFING

MEMBRANE

12" CAST IN PLACE

CONCRETE SLAB W/

#5 BARS @ 12" O.C.

EACH WAY, TOP AND

BOTTOM

(COORD. W/ ACCESS DOOR SUPPLIER)

NEW PLUMBING

LINE, REFER TO PLUMBING

DRAWINGS

PROVIDE TEMPORARY

SUPPORT DURING

CONSTRUCTION

7" MIN.

4" M

IN

WATER STOP BETWEEN ALL

NEW AND EXISTING WALLS

WATER STOP BETWEEN ALL

NEW AND EXISTING WALLS

HIGH WATER ALARM

LIGHT & POLE, MATCH

EXISTING, COORDINATE

WITH ELECTRICAL

EXISTING PLUMBING

LINE, REFER TO PLUMBING

DRAWINGS

SAWCUT THROUGH WALL AND

FLOOR TO ISOLATE TUNNEL FROM

BUILDING TO AVOID COLLATERAL

DAMAGE

FOUNDATION WALL

BEYOND

FLOOR SLAB SLOPES (V.I.F)

FIRST FLOOR

100' - 0"

TUNNEL FLOOR

88' - 0"

AE301

TOP OF CONC. SLAB

101' - 0"

3'-0"x 3'-0" ACCESS DOOR, COORDINATE CONCRETE

EMBEDS & ANCHORAGE

WITH SUPPLIER

FIXED STEEL

LADDER,

COORDINATE

WITH FLOOR

DOOR OPENING

12" CAST IN PLACE

CONCRETE SLAB W/

#5 BARS @ 12" O.C.

EACH WAY, TOP AND BOTTOM

HEIGHT OF TUNNEL

95' - 1"

EXISTING TUNNEL

WALL TO REMAIN

1/4" PROTECTION BOARD

ON BITUMINOUS SHEET

MEMBRANE WATERPROOFING

ON NEW 14" REINFORCED

CONCRETE WALL

F

IE

LD

V

E R

IF

Y

/8

REMOVE PORTION OF

TUNNEL CEILING

EXISTING TUNNEL

SLAB

#6 VERTICAL BARS @ 12" O.C.

(EPOXY EMBED 4")

#5 HORIZONTAL BARS @

12" O.C. (PROVIDE CORNER

BARS AT ENDS)

#5 HORIZONTAL BARS @

12" O.C. (PROVIDE

CORNER BARS AT ENDS)

#6 VERTICAL BARS

@ 12" O.C. (EPOXY

EMBED 4")

(+/- FIELD VERIFY)

EXISTING GRADE TO BE

EXCAVATED AND

BACKFILLED, COORDINATE

WITH CIVIL

EXISTING GRADE TO BE

EXCAVATED AND BACKFILLED,

COORDINATE WITH CIVIL

(COORD. W/ ACCESS DOOR SUPPLIER)

1' - 6" CLEAR

1'

1'

1'

1'

1'

1'

1'

1'

1'

1'

1'

1'

4" M

IN

EQ EQ

WATER STOP BETWEEN ALL

NEW AND EXISTING WALLS

WATER STOP BETWEEN ALL

NEW AND EXISTING WALLS

NEW PLUMBING LINE, REFER TO

PLUMBING DRAWINGS

AE301

AE301

3'-0" x 3'-0"

STAINLESS STEEL

ACCESS DOOR

10' - 0"

7'

1/ 2"

12" CAST IN PLACE

CONCRETE SLAB

LINE OF EXISTING

TUNNEL

ABANDONED STEAM

TUNNEL TO REMAIN

AREA OF EXCAVATION,

COORDINATE WITH CIVIL

INFILL TUNNEL OPENING

WITH PRE-ENGINEERED FILL

HIGH WATER ALARM

LIGHT & POLE, MATCH

EXISTING, COORDINATE

WITH ELECTRICAL

PORTION OF EXISTING

SIDEWALK TO BE REMOVED

AND REPLACED DURING

CONSTRUCTION, COORDINATE

WITH CIVIL

INFILL EXISTING

MECHANICAL PIT WITH

PRE-ENGINEERED FILL

SAWCUT THROUGH WALL AND

FLOOR TO ISOLATE TUNNEL FROM

BUILDING TO AVOID COLLATERAL

DAMAGE

EXISTING TUNNEL

ROOF TO REMAIN

EXISTING TUNNEL

WALL TO REMAIN

EXISTING TUNNEL

FLOOR TO REMAIN

NEW CONCRETE TUNNEL WALL

NEW CONCRETE TUNNEL ROOF

NEW ACCESS DOOR AND

FIXED STEEL LADDER

NEW WATER STOP

BETWEEN ALL NEW

& EXISTING WALLS

EXISTING PORTION OF TUNNEL

ROOF TO BE DEMOLISHED

NOTE:

ISOMETRIC VIEW IS FOR REFERENCE ONLY. REFER

TO PLANS & SECTIONS FOR MORE INFORMATION.

EXISTING VAULT B

TO REMAIN

6' -0

± 16'-0"

EXISTING GRATING IN VAULT 'B' TO BE

REPLACED. NEW GRATING TO BE

GALVANIZED STEEL, 19-W-4 WITH 1 1/2"

X 1/8" BARS. CONTRACTOR TO

COORDINATE OPENINGS AND PIPE

SUPPORTS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\j jo n e s \D o c u m e n ts

\1

.1

.1

D e m o B ld g jjo n e s

J S

C .r v t

/3

/2

:1

:2

P M

AE301

TUNNEL ENTRANCE ENCLOSURE PLAN AND

SECTIONS

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RING & DUCHATEAU

17400 W. CAPITOL DR.

BROOKFIELD, WI 53045

DEMOLISH BUILDING 45

MILWAUKEE, WI

695-18-111

5/28/2021 JLG JDJ

100% CONSTRUCTION

DOCUMENTS

SCALE: 3/8" = 1'-0"AE301

3 TUNNEL ACCESS ENCLOSURE PLAN

SCALE: 3/8" = 1'-0"AE301

2 TUNNEL ENCLOSURE SECTION SCALE: 3/8" = 1'-0"AE301

1 TUNNEL ENCLOSURE SECTION

SCALE: 3/8" = 1'-0"AE301

4 TUNNEL ACCESS ENCLOSURE ROOF PLAN

NN

NOT TO SCALEAE301

5 TUNNEL ACCESS ENCLOSURE ISOMETRIC

Revisions: Date:

SCALE: 1/4" = 1'-0"AE301

6 VAULT B ENLARGED PLAN

COAL BUNKERS ABOVE

ABANDONED STEAM TUNNEL

TO REMAIN

BOILER HOUSE

ENGINE HOUSE

EXISTING VAULT

TO REMAIN

ASH BUNKER ABOVE

111111

1 1

1 1

1 1

1111111111

LINE OF BASEMENT

BELOW

NEW VAULT ACCESS

AREA FOR REMOVAL OF FLUORESCENT TUBE AND BALLAST

REMOVAL

A. HAZMAT REMOVAL NOTES APPLY TO ENTIRE ROOMS. CONTRACTOR SHALL

IDENTIFY ALL MATERIALS DESCRIBED BY NOTE IN EACH ROOM AND

REMOVE ACCORDING TO SAFETY STANDARDS. REFERENCE SPECIFICATION

02 82 13.41.

B. ALL HAZARDOUS MATERIALS SHALL BE REMOVED IN COMPLIANCE WITH

APPLICABLE CODES AND LAWS.

C. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE HAZARD(S) AND LEVEL

OF PROTECTION REQUIRED FOR ALL EMPLOYEES OR SUBCONTRACTORS

TO COMPLETE THE CONSTRUCTION WORK.

D. REMOVAL OF COUNTED AND UNFORESEEN MUD FITTINGS ON FIBERGLASS

INSULATED DOMESTIC WATER LINES. ASSUME 1,660 LF PIPE INSULATION ON

PIPING (4"-24" OD INSULATION) FROM GROUND FLOOR TO 20 FEET ABOVE

GROUND LEVEL. PIPE INSULATION FOR ABATEMENT LOCATED AT

BASEMENT AND FIRST FLOOR OF BOILER HOUSE AND ENGINE HOUSE;

RISERS OUTSIDE OF ENGINE HOUSE TO TUNNEL PIT.

E. REMOVAL OF ASBESTOS CONTAINING BLACK MASTIC FROM WATER

DAMAGED PIPE INSULATION. ASSUME 600 LF OF DEBRIS CLEANUP LOCATED

AT EAST SIDE OF BOILER HOUSE, FIRST FLOOR AND TUNNEL ENTRY PIT.

F. REMOVAL OF ASBESTOS CONTAINING TANK INSULATION. ASSUME 130SF OF

INSULATION LOCATED AT THE NORTH END OF ENGINE HOUSE.

G. REMOVAL OF WINDOW GLAZING / CAULK ON WOOD WINDOWS. ASSUME 86

WINDOWS LOCATED AT THE BOILER HOUSE AND ENGINE HOUSE.

H. REMOVAL OF FLUORESCENT LIGHT TUBES AND BALLASTS, ASSUME 6

FIXTURES LOCATED IN THE OFFICE AREA BETWEEN BOILER AND POWER

BUILDINGS.

I. REMOVAL OF Hg/SODIUM LIGHT BULB. ASSUME 8 FIXTURES LOCATED AT

THE UPPER WALLS OF BOILER & POWER BUILDINGS.

J. REMOVAL OF WOOD DOOR FRAME CAULKING. ASSUME 4 DOOR FRAMES

LOCATED AT THE ENTRY DOORS OF BOILER HOUSE AND ENGINE HOUSE.

K. REMOVAL OF ASBESTOS CONTAINING ROPE GASKET IN BOX / GROUND.

ASSUME 1 BOX LOCATED ON THE SECOND LEVEL OF COAL BUNKER.

L. REMOVAL OF ASBESTOS CONTAINING EBONY CEMENT BOARD. ASSUME 135

SF LOCATED AT THE BASEMENT AND FIRST FLOOR OF ENGINE HOUSE.

M. REMOVAL OF ASBESTOS CONTAINING ASPHALT BUILT-UP ROOFING.

ASSUME 432 SF LOCATED AT THE WEST ADDITION TO ENGINE HOUSE.

N. REMOVAL OF PCB OILS IN STORED TRANSFORMER. ASSUME 1

TRANSFORMER LOCATED IN THE BOILERHOUSE.

O. REMOVAL OF LEAD BASED PAINT. ASSUME 10,622 SF LOCATED IN THE

BOILER AND POWER / ENGINE HOUSES.

P. REFER TO SPECIFICATION AND ATTACHMENTS FOR ADDITIONAL

INFORMATION.

Q. BASED ON THE DATE OF THE EXISTING CONSTRUCTION IT IS ASSUMED

LEAD PAINT IS WITHIN THE PROJECT AREA. CONDUCT DEMOLITION OF THE

EXISTING SPACE WITH THE ASSUMPTION OF LEAD PAINT ON EXPOSED

PLASTER WALLS AND PAINTED SURFACES. REFER TO SPECIFICATION

SECTION 02 83 33.13 LEAD-BASED PAINT REMOVAL, DISPOSAL AND FOR

ADDITIONAL INFORMATION.

R. CONTRACTOR TO SUBMIT LEAD SURFACES STABILIZATION PLAN AND

PROCEDURES PRIOR TO COMMENCING WORK. SUBMITTAL SHALL BE IN

ACCORDANCE WITH SPECIFICATIONS.

1. REMOVE WINDOWS, FRAME AND CAULKING PER ASBESTOS ABATEMENT

SPECIFICATION SECTION 02 82 13.41.

2. REMOVE PCB OILS IN STORED TRANSFORMER PER ASBESTOS ABATEMENT

SPECIFICATION SECTION 02 82 13.41.

3. REMOVE ENTRY DOOR FRAME CAULKING PER ASBESTOS ABATEMENT

SPECIFICATION SECTION 02 82 13.41.

4. REMOVE EXISTING FLOORING AND SUBFLOOR PER ASBESTOS ABATEMENT

SPECIFICATION SECTION 02 82 13.41.

HAZARDOUS MATERIAL REMOVAL GENERAL NOTES

HAZARDOUS MATERIAL REMOVAL PLAN NOTES

HAZARDOUS MATERIAL REMOVAL LEGEND

AREA FOR REMOVAL OF ASBESTOS CONTAINING ASPHALT

BUILT-UP ROOFING 4

4 4

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\j jo n e s \D o c u m e n ts

\1

.1

.1

D e m o B ld g jjo n e s

J S

C .r v t

/3

/2

:1

:2

P M

HA101

FIRST FLOOR HAZARDOUS MATERIAL

REMOVAL PLAN

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RING & DUCHATEAU

17400 W. CAPITOL DR.

BROOKFIELD, WI 53045

DEMOLISH BUILDING 45

MILWAUKEE, WI

695-18-111

5/28/2021 JLG JP

100% CONSTRUCTION

DOCUMENTS

SCALE: 1/8" = 1'-0"HA101

1 FIRST FLOOR HAZMAT PLAN

N

SCALE: 6" = 1'-0"

KEYPLAN

N

SCALE: 1/8" = 1'-0"HA101

2 BASEMENT HAZMAT PLAN

CHECKERED PLATE

WALKWAY (FLOOR

ELEVATION 689.67)

COAL BUNKER

- STEEL LINER ON STEEL STRUTS

111111

ASH

BUNKER

FLOOR ELEVATION

666.33

BOILER

HOUSE

1 1 1 1 1 1

R O

O F

B E

Y O

N D

R O

O F

B E

Y O

N D

(FLOOR ELEVATION 703.83)

1 1

1 1

WALKWAY

(FLOOR ELEVATION 678.33)

AREA FOR REMOVAL OF FLUORESCENT TUBE AND BALLAST

REMOVAL

A. HAZMAT REMOVAL NOTES APPLY TO ENTIRE ROOMS. CONTRACTOR SHALL

IDENTIFY ALL MATERIALS DESCRIBED BY NOTE IN EACH ROOM AND

REMOVE ACCORDING TO SAFETY STANDARDS. REFERENCE SPECIFICATION

02 82 13.41.

B. ALL HAZARDOUS MATERIALS SHALL BE REMOVED IN COMPLIANCE WITH

APPLICABLE CODES AND LAWS.

C. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE HAZARD(S) AND LEVEL

OF PROTECTION REQUIRED FOR ALL EMPLOYEES OR SUBCONTRACTORS

TO COMPLETE THE CONSTRUCTION WORK.

D. REMOVAL OF COUNTED AND UNFORESEEN MUD FITTINGS ON FIBERGLASS

INSULATED DOMESTIC WATER LINES. ASSUME 1,660 LF PIPE INSULATION ON

PIPING (4"-24" OD INSULATION) FROM GROUND FLOOR TO 20 FEET ABOVE

GROUND LEVEL. PIPE INSULATION FOR ABATEMENT LOCATED AT

BASEMENT AND FIRST FLOOR OF BOILER HOUSE AND ENGINE HOUSE;

RISERS OUTSIDE OF ENGINE HOUSE TO TUNNEL PIT.

E. REMOVAL OF ASBESTOS CONTAINING BLACK MASTIC FROM WATER

DAMAGED PIPE INSULATION. ASSUME 600 LF OF DEBRIS CLEANUP LOCATED

AT EAST SIDE OF BOILER HOUSE, FIRST FLOOR AND TUNNEL ENTRY PIT.

F. REMOVAL OF ASBESTOS CONTAINING TANK INSULATION. ASSUME 130SF OF

INSULATION LOCATED AT THE NORTH END OF ENGINE HOUSE.

G. REMOVAL OF WINDOW GLAZING / CAULK ON WOOD WINDOWS. ASSUME 86

WINDOWS LOCATED AT THE BOILER HOUSE AND ENGINE HOUSE.

H. REMOVAL OF FLUORESCENT LIGHT TUBES AND BALLASTS, ASSUME 6

FIXTURES LOCATED IN THE OFFICE AREA BETWEEN BOILER AND POWER

BUILDINGS.

I. REMOVAL OF Hg/SODIUM LIGHT BULB. ASSUME 8 FIXTURES LOCATED AT

THE UPPER WALLS OF BOILER & POWER BUILDINGS.

J. REMOVAL OF WOOD DOOR FRAME CAULKING. ASSUME 4 DOOR FRAMES

LOCATED AT THE ENTRY DOORS OF BOILER HOUSE AND ENGINE HOUSE.

K. REMOVAL OF ASBESTOS CONTAINING ROPE GASKET IN BOX / GROUND.

ASSUME 1 BOX LOCATED ON THE SECOND LEVEL OF COAL BUNKER.

L. REMOVAL OF ASBESTOS CONTAINING EBONY CEMENT BOARD. ASSUME 135

SF LOCATED AT THE BASEMENT AND FIRST FLOOR OF ENGINE HOUSE.

M. REMOVAL OF ASBESTOS CONTAINING ASPHALT BUILT-UP ROOFING.

ASSUME 432 SF LOCATED AT THE WEST ADDITION TO ENGINE HOUSE.

N. REMOVAL OF PCB OILS IN STORED TRANSFORMER. ASSUME 1

TRANSFORMER LOCATED IN THE BOILERHOUSE.

O. REMOVAL OF LEAD BASED PAINT. ASSUME 10,622 SF LOCATED IN THE

BOILER AND POWER / ENGINE HOUSES.

P. REFER TO SPECIFICATION AND ATTACHMENTS FOR ADDITIONAL

INFORMATION.

Q. BASED ON THE DATE OF THE EXISTING CONSTRUCTION IT IS ASSUMED

LEAD PAINT IS WITHIN THE PROJECT AREA. CONDUCT DEMOLITION OF THE

EXISTING SPACE WITH THE ASSUMPTION OF LEAD PAINT ON EXPOSED

PLASTER WALLS AND PAINTED SURFACES. REFER TO SPECIFICATION

SECTION 02 83 33.13 LEAD-BASED PAINT REMOVAL, DISPOSAL AND FOR

ADDITIONAL INFORMATION.

R. CONTRACTOR TO SUBMIT LEAD SURFACES STABILIZATION PLAN AND

PROCEDURES PRIOR TO COMMENCING WORK. SUBMITTAL SHALL BE IN

ACCORDANCE WITH SPECIFICATIONS.

1. REMOVE WINDOWS, FRAME AND CAULKING PER ASBESTOS ABATEMENT

SPECIFICATION SECTION 02 82 13.41.

HAZARDOUS MATERIAL REMOVAL GENERAL NOTES

HAZARDOUS MATERIAL REMOVAL PLAN NOTES

HAZARDOUS MATERIAL REMOVAL LEGEND

AREA FOR REMOVAL OF ASBESTOS CONTAINING ASPHALT

BUILT-UP ROOFING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\j jo n e s \D o c u m e n ts

\1

.1

.1

D e m o B ld g jjo n e s

J S

C .r v t

/2

/2

:0

:5

A

M

HA102

SECOND THRU PENTHOUSE HAZARDOUS

MATERIAL REMOVAL PLAN

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RING & DUCHATEAU

17400 W. CAPITOL DR.

BROOKFIELD, WI 53045

DEMOLISH BUILDING 45

MILWAUKEE, WI

695-18-111

5/28/2021 JLG JDJ

100% CONSTRUCTION

DOCUMENTS

SCALE: 6" = 1'-0"

KEYPLAN

NNN

N N

SCALE: 3/16" = 1'-0"HA102

1 ABOVE WALKWAY HAZMAT PLAN

SCALE: 3/16" = 1'-0"HA102

2 SECOND FLOOR HAZMAT PLAN

SCALE: 3/16" = 1'-0"HA102

4 PENTHOUSE HAZMAT PLAN

SCALE: 3/16" = 1'-0"HA102

3 THIRD FLOOR WALKWAY HAZMAT PLAN

SHEET PROVIDED BY THE VA - FOR REFERENCE ONLY

THIS SHEET IS FOR REFERENCE ONLY