512A5-23-311_DRAWINGSPart-1.pdf

PROJECT SITE MAPPROJECT LOCATION MAP

CHIEF, ENGINEERING DATE

SIGNATURE BLOCK

DRAWING INDEX

HOSPITAL DIRECTOR DATE

U.S. Department of Veterans Affairs

LOCATION OF

VA MEDICAL CENTER

CAMPUS

LIMITS OF WORK

(502)890-2210 * WESTPOINTENGINEERS.COM

1941 BISHOP LANE, STE. 400 * LOUISVILLE KY 40218

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

PERRY POINT VA

MEDICAL CENTER

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100% BID DOCUMENTS DEMOLISH BUILDING 9H

512A5-23-311

05-NOV-2024

VA MARYLAND HEALTHCARE SYSTEM

(502) 890-2210 * WESTPOINTENGINEERS.COM

1941 BISHOP LANE, STE. 400 * LOUISVILLE, KY 40218

PERRY POINT VAMC - PERRY POINT, MD

PERRY POINT VA MEDICAL CENTER

DEMOLISH BUILDING 9H

PERRY POINT, MD 21902

PROJECT #512A5-23-311

DEMOLISH BUILDING 9H

GI001

SCMBVG

COVER SHEET

SITE PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

PERRY POINT VA

MEDICAL CENTER

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100% BID DOCUMENTS DEMOLISH BUILDING 9H

512A5-23-311

05-NOV-2024

VA MARYLAND HEALTHCARE SYSTEM

(502) 890-2210 * WESTPOINTENGINEERS.COM

1941 BISHOP LANE, STE. 400 * LOUISVILLE, KY 40218

PERRY POINT VAMC - PERRY POINT, MD

BUILDING 9H

SITE REFERENCE PHOTOS

BUILDING 9H - EXTERIOR SOUTH SIDE - EXISTING CONDITIONS

SCALE: NOT TO SCALE

C1

BUILDING 9H - EXTERIOR NORTH SIDE - EXISTING CONDITIONS

SCALE: NOT TO SCALE

F1

N

F9 KEY PLAN

1/64" = 1'-0"

9H-GR901

SCMBVG

BUILDING 9H

SITE REFERENCE PHOTOS 9H

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

PERRY POINT VA

MEDICAL CENTER

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100% BID DOCUMENTS DEMOLISH BUILDING 9H

512A5-23-311

05-NOV-2024

VA MARYLAND HEALTHCARE SYSTEM

(502) 890-2210 * WESTPOINTENGINEERS.COM

1941 BISHOP LANE, STE. 400 * LOUISVILLE, KY 40218

PERRY POINT VAMC - PERRY POINT, MD

BUILDING 9H - EXTERIOR EAST SIDE - EXISTING CONDITIONS

SCALE: NOT TO SCALE

D1 BUILDING 9H - EXTERIOR WEST SIDE - EXISTING CONDITIONS

SCALE: NOT TO SCALE

D6

N

F9 KEY PLAN

1/64" = 1'-0"

BUILDING 344

9H-GR902

SCMBVG

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

PERRY POINT VA

MEDICAL CENTER

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100% BID DOCUMENTS DEMOLISH BUILDING 9H

512A5-23-311

05-NOV-2024

VA MARYLAND HEALTHCARE SYSTEM

(502) 890-2210 * WESTPOINTENGINEERS.COM

1941 BISHOP LANE, STE. 400 * LOUISVILLE, KY 40218

PERRY POINT VAMC - PERRY POINT, MD

B1 BUILDING 9H - SOUTH ELEVATION

NOT TO SCALE

D1 BUILDING 9H - EAST ELEVATION

NOT TO SCALE

F1 BUILDING 9H - NORTHEAST ELEVATION

NOT TO SCALE

F5 BUILDING 9H - NORTHWEST ELEVATION

NOT TO SCALE

C5 BUILDING 9H - WEST ELEVATION

NOT TO SCALE

N

F9 KEY PLAN

1/64" = 1'-0"

9H-GR903

SCMBVG

C

070809

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

PERRY POINT VA

MEDICAL CENTER

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100% BID DOCUMENTS DEMOLISH BUILDING 9H

512A5-23-311

5-NOV-2024

VA MARYLAND HEALTHCARE SYSTEM

(502) 890-2210 * WESTPOINTENGINEERS.COM

1941 BISHOP LANE, STE. 400 * LOUISVILLE, KY 40218

PERRY POINT VAMC - PERRY POINT, MD

BVG NC

9H-HA101

KEY PLAN

NOT TO SCALE

F1

BUILDING 9H - BASEMENT

SCALE: 3/32" = 1'-0"

F1

ASBESTOS CONTAINING MATERIALS DESIGNATION -

A. FLOOR TILE (VARIOUS SIZES AND COLORS)

B. BLACK FLOOR TILE MASTIC

C. WHITE PIPE SEAM SEALANT

D. WINDOW GLAZING

E. EXTERIOR WINDOW CAULKING

F. FIRE DOOR

G. CARDBOARD PIPE INSULATION

H. EXTERIOR STUCCO

I. WHITE DUCT SEAM SEALANT (ON FIBERGLASS INSULATION)

J. CLOTH VIBRATION ISOLATOR

K. WHITE DUCT MASTIC ON METAL

L. YELLOW CARPET MASTIC

M. BROWN CEILING TILE MASTIC DOTS

N. ELEVATOR DOOR AND CAB INSULATION

O. RED FLOOR LEVELING COMPOUND

P. BUILT UP ROOFING

Q. EXTERIOR VENT CAULK

R. EXTERIOR DOOR CAULK

S. GRAY METAL DUCT SEAM SEALANT

T. GRAY LOUVER CAULK

U. ROOF SHINGLES

ASBESTOS CONTAINING MATERIAL NOTES

1. ALL OF THE ACMS DEPICTED ON THE DRAWINGS WILL REQUIRE ABATEMENT. PLEASE REFER TO THE HAZARDOUS MATERIALS REPORT AND ASBESTOS ABATEMENT SPECIFICATION SECTION 02 82 13.41. DEMOLITION MUST OCCUR TO EXPOSE PIPE AND DUCT INSULATION WITHIN WALLS AND ABOVE CEILINGS FOR ABATEMENT.

2.ALL ASBESTOS ABATEMENT WILL BE PERFORMED WITHIN FULL NEGATIVE PRESSURE ENCLOSURES.

3.THE EXTERIOR STUCCO ON THE BUILDING IS ASBESTOS CONTAINING AND WILL NEED TO BE ABATED PRIOR TO

THE DEMOLITION OF THE BUILDING. THE FULL NEGATIVE PRESSURE ENCLOSURES MUST BE CONSTRUCTED IN SUCH A MANNER AS TO WITHSTAND ANY AND ALL POTENTIAL BREACHES FROM OUTDOOR FORCES (WIND, RAIN, SNOW, ICE, VANDALISM, ETC). THIS AREA MUST ALSO BE AIR TIGHT AND BE PLACED UNDER NEGATIVE PRESSURE WITH THE USE OF HEPA FILTERED NEGATIVE AIR MACHINES, CAPABLE OF PROVIDING -0.02 INCHES OF

WATER OF NEGATIVE PRESSURE.

LEAD BASED NOTES

1.THE FOLLOWING SURFACES WERE FOUND TO HAVE LEAD BASED PAINT:

· METAL WINDOW FRAME SYSTEMS

· WOOD TRANSOMS

· TERRACOTTA WALLS

· METAL CORNER GUARDS

· WOOD WINDOW FRAME SYSTEMS

· METAL HANDRAILS

· CONCRETE WINDOW SILLS

· STRUCTURAL STEEL

· METAL CAGE DOORS

· METAL TANK

· METAL VENTS

· METAL DOOR FRAME SYSTEMS

· CONCRETE RISERS

· CERAMIC SLOP SINK

· PLASTER CEILINGS AND WALLS

· METAL STALL DOOR

· METAL LOCKERS

· METAL STAIR SYSTEMS

· WOOD DOOR SYSTEM

· WOOD COLUMNS

2. LEAD ABATEMENT IS NOT REQUIRED FOR THIS PROJECT. HOWEVER, OSHA'S LEAD IN CONSTRUCTION STANDARD APPLIES TO ALL DISTURBANCE OF LEAD BASED PAINT. IN ADDITION, THE CONTRACTOR SHALL USE METHODS TO LIMIT THE AMOUNT OF DUST PRODUCED DURING DEMOLITION OF ANY COMPONENT WITH LEAD PAINT. THE WASTE STREAM (MATERIALS NOT GOING TO BE RECYCLED) WILL REQUIRE TCLP SAMPLES TO DETERMINE IF THE WASTE IS HAZARDOUS FOR DISPOSAL. THIS SAMPLING IS TO BE COMPLETED BY THE

DEMOLITION CONTRACTOR.

OTHER IDENTIFIED HAZARDOUS MATERIALS NOTES

1. APPROXIMATELY 1,105 MERCURY VAPOR LAMPS WERE OBSERVED THROUGHOUT THE BUILDINGS. REMOVAL AND DISPOSAL AS A UNIVERSAL WASTE FOR MERCURY CONTAINING LAMPS UNDER THE RESOURCE CONSERVATION

AND RECOVERY ACT SHALL OCCUR PRIOR TO THE DEMOLITION.

2.RANDOMLY SELECTED LIGHTING BALLASTS WERE CHECKED AND ALL HAD "NO PCBS" LABELS. ALL BALLASTS MUST BE REMOVED AND CHECKED FOR THESE LABELS BY THE DEMOLITION CONTRACTOR AND DISPOSED OF

PROPERLY.

3.THE DEMOLITION CONTRACTOR MUST CHECK ALL EXIST SIGNS FOR BATTERIES OR TRITIUM AND DISPOSE OF

THESE SIGNS AS REQUIRED BY THE EPA.

4.THIRTY THREE WINDOW AIR CONDITIONING UNITS WERE OBSERVED WITHIN BUILDING 9H. THESE UNITS ARE LIKELY TO HAVE REFRIGERANTS THAT WILL NEED TO BE REMOVED PROPERLY UNDER THE EPA REGULATIONS (40

CFR PART 82, SUBPART F) UNDER SECTION 608 OF THE CLEAN AIR ACT.

HAZARDOUS MATERIALS

BUILDING 9H - BASEMENT

9H

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98 82

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

PERRY POINT VA

MEDICAL CENTER

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100% BID DOCUMENTS DEMOLISH BUILDING 9H

512A5-23-311

5-NOV-2024

VA MARYLAND HEALTHCARE SYSTEM

(502) 890-2210 * WESTPOINTENGINEERS.COM

1941 BISHOP LANE, STE. 400 * LOUISVILLE, KY 40218

PERRY POINT VAMC - PERRY POINT, MD

BVG NC

9H-HA102

KEY PLAN

NOT TO SCALE

F1

BUILDING 9H - FIRST FLOOR

SCALE: 3/32" = 1'-0"

F1

HAZARDOUS MATERIALS

BUILDING 9H - FIRST FLOOR

9H

ASBESTOS CONTAINING MATERIALS DESIGNATION -

A. FLOOR TILE (VARIOUS SIZES AND COLORS)

B. BLACK FLOOR TILE MASTIC

C. WHITE PIPE SEAM SEALANT

D. WINDOW GLAZING

E. EXTERIOR WINDOW CAULKING

F. FIRE DOOR

G. CARDBOARD PIPE INSULATION

H. EXTERIOR STUCCO

I. WHITE DUCT SEAM SEALANT (ON FIBERGLASS INSULATION)

J. CLOTH VIBRATION ISOLATOR

K. WHITE DUCT MASTIC ON METAL

L. YELLOW CARPET MASTIC

M. BROWN CEILING TILE MASTIC DOTS

N. ELEVATOR DOOR AND CAB INSULATION

O. RED FLOOR LEVELING COMPOUND

P. BUILT UP ROOFING

Q. EXTERIOR VENT CAULK

R. EXTERIOR DOOR CAULK

S. GRAY METAL DUCT SEAM SEALANT

T. GRAY LOUVER CAULK

U. ROOF SHINGLES

ASBESTOS CONTAINING MATERIAL NOTES

1. ALL OF THE ACMS DEPICTED ON THE DRAWINGS WILL REQUIRE ABATEMENT. PLEASE REFER TO THE HAZARDOUS MATERIALS REPORT AND ASBESTOS ABATEMENT SPECIFICATION SECTION 02 82 13.41. DEMOLITION MUST OCCUR TO EXPOSE PIPE AND DUCT INSULATION WITHIN WALLS AND ABOVE CEILINGS FOR ABATEMENT.

2.ALL ASBESTOS ABATEMENT WILL BE PERFORMED WITHIN FULL NEGATIVE PRESSURE ENCLOSURES.

3.THE EXTERIOR STUCCO ON THE BUILDING IS ASBESTOS CONTAINING AND WILL NEED TO BE ABATED PRIOR TO

THE DEMOLITION OF THE BUILDING. THE FULL NEGATIVE PRESSURE ENCLOSURES MUST BE CONSTRUCTED IN SUCH A MANNER AS TO WITHSTAND ANY AND ALL POTENTIAL BREACHES FROM OUTDOOR FORCES (WIND, RAIN, SNOW, ICE, VANDALISM, ETC). THIS AREA MUST ALSO BE AIR TIGHT AND BE PLACED UNDER NEGATIVE PRESSURE WITH THE USE OF HEPA FILTERED NEGATIVE AIR MACHINES, CAPABLE OF PROVIDING -0.02 INCHES OF

WATER OF NEGATIVE PRESSURE.

LEAD BASED NOTES

1.THE FOLLOWING SURFACES WERE FOUND TO HAVE LEAD BASED PAINT:

· METAL WINDOW FRAME SYSTEMS

· WOOD TRANSOMS

· TERRACOTTA WALLS

· METAL CORNER GUARDS

· WOOD WINDOW FRAME SYSTEMS

· METAL HANDRAILS

· CONCRETE WINDOW SILLS

· STRUCTURAL STEEL

· METAL CAGE DOORS

· METAL TANK

· METAL VENTS

· METAL DOOR FRAME SYSTEMS

· CONCRETE RISERS

· CERAMIC SLOP SINK

· PLASTER CEILINGS AND WALLS

· METAL STALL DOOR

· METAL LOCKERS

· METAL STAIR SYSTEMS

· WOOD DOOR SYSTEM

· WOOD COLUMNS

2. LEAD ABATEMENT IS NOT REQUIRED FOR THIS PROJECT. HOWEVER, OSHA'S LEAD IN CONSTRUCTION STANDARD APPLIES TO ALL DISTURBANCE OF LEAD BASED PAINT. IN ADDITION, THE CONTRACTOR SHALL USE METHODS TO LIMIT THE AMOUNT OF DUST PRODUCED DURING DEMOLITION OF ANY COMPONENT WITH LEAD PAINT. THE WASTE STREAM (MATERIALS NOT GOING TO BE RECYCLED) WILL REQUIRE TCLP SAMPLES TO DETERMINE IF THE WASTE IS HAZARDOUS FOR DISPOSAL. THIS SAMPLING IS TO BE COMPLETED BY THE

DEMOLITION CONTRACTOR.

OTHER IDENTIFIED HAZARDOUS MATERIALS NOTES

1. APPROXIMATELY 1,105 MERCURY VAPOR LAMPS WERE OBSERVED THROUGHOUT THE BUILDINGS. REMOVAL AND DISPOSAL AS A UNIVERSAL WASTE FOR MERCURY CONTAINING LAMPS UNDER THE RESOURCE CONSERVATION

AND RECOVERY ACT SHALL OCCUR PRIOR TO THE DEMOLITION.

2.RANDOMLY SELECTED LIGHTING BALLASTS WERE CHECKED AND ALL HAD "NO PCBS" LABELS. ALL BALLASTS MUST BE REMOVED AND CHECKED FOR THESE LABELS BY THE DEMOLITION CONTRACTOR AND DISPOSED OF

PROPERLY.

3.THE DEMOLITION CONTRACTOR MUST CHECK ALL EXIST SIGNS FOR BATTERIES OR TRITIUM AND DISPOSE OF

THESE SIGNS AS REQUIRED BY THE EPA.

4.THIRTY THREE WINDOW AIR CONDITIONING UNITS WERE OBSERVED WITHIN BUILDING 9H. THESE UNITS ARE LIKELY TO HAVE REFRIGERANTS THAT WILL NEED TO BE REMOVED PROPERLY UNDER THE EPA REGULATIONS (40

CFR PART 82, SUBPART F) UNDER SECTION 608 OF THE CLEAN AIR ACT.

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

PERRY POINT VA

MEDICAL CENTER

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100% BID DOCUMENTS DEMOLISH BUILDING 9H

512A5-23-311

5-NOV-2024

VA MARYLAND HEALTHCARE SYSTEM

(502) 890-2210 * WESTPOINTENGINEERS.COM

1941 BISHOP LANE, STE. 400 * LOUISVILLE, KY 40218

PERRY POINT VAMC - PERRY POINT, MD

BVG NC

9H-HA103

KEY PLAN

NOT TO SCALE

F1

BUILDING 9H - SECOND FLOOR

SCALE: 3/32" = 1'-0"

F1

HAZARDOUS MATERIALS

BUILDING 9H - SECOND FLOOR

9H

ASBESTOS CONTAINING MATERIALS DESIGNATION -

A. FLOOR TILE (VARIOUS SIZES AND COLORS)

B. BLACK FLOOR TILE MASTIC

C. WHITE PIPE SEAM SEALANT

D. WINDOW GLAZING

E. EXTERIOR WINDOW CAULKING

F. FIRE DOOR

G. CARDBOARD PIPE INSULATION

H. EXTERIOR STUCCO

I. WHITE DUCT SEAM SEALANT (ON FIBERGLASS INSULATION)

J. CLOTH VIBRATION ISOLATOR

K. WHITE DUCT MASTIC ON METAL

L. YELLOW CARPET MASTIC

M. BROWN CEILING TILE MASTIC DOTS

N. ELEVATOR DOOR AND CAB INSULATION

O. RED FLOOR LEVELING COMPOUND

P. BUILT UP ROOFING

Q. EXTERIOR VENT CAULK

R. EXTERIOR DOOR CAULK

S. GRAY METAL DUCT SEAM SEALANT

T. GRAY LOUVER CAULK

U. ROOF SHINGLES

ASBESTOS CONTAINING MATERIAL NOTES

1. ALL OF THE ACMS DEPICTED ON THE DRAWINGS WILL REQUIRE ABATEMENT. PLEASE REFER TO THE HAZARDOUS MATERIALS REPORT AND ASBESTOS ABATEMENT SPECIFICATION SECTION 02 82 13.41. DEMOLITION MUST OCCUR TO EXPOSE PIPE AND DUCT INSULATION WITHIN WALLS AND ABOVE CEILINGS FOR ABATEMENT.

2.ALL ASBESTOS ABATEMENT WILL BE PERFORMED WITHIN FULL NEGATIVE PRESSURE ENCLOSURES.

3.THE EXTERIOR STUCCO ON THE BUILDING IS ASBESTOS CONTAINING AND WILL NEED TO BE ABATED PRIOR TO

THE DEMOLITION OF THE BUILDING. THE FULL NEGATIVE PRESSURE ENCLOSURES MUST BE CONSTRUCTED IN SUCH A MANNER AS TO WITHSTAND ANY AND ALL POTENTIAL BREACHES FROM OUTDOOR FORCES (WIND, RAIN, SNOW, ICE, VANDALISM, ETC). THIS AREA MUST ALSO BE AIR TIGHT AND BE PLACED UNDER NEGATIVE PRESSURE WITH THE USE OF HEPA FILTERED NEGATIVE AIR MACHINES, CAPABLE OF PROVIDING -0.02 INCHES OF

WATER OF NEGATIVE PRESSURE.

LEAD BASED NOTES

1.THE FOLLOWING SURFACES WERE FOUND TO HAVE LEAD BASED PAINT:

· METAL WINDOW FRAME SYSTEMS

· WOOD TRANSOMS

· TERRACOTTA WALLS

· METAL CORNER GUARDS

· WOOD WINDOW FRAME SYSTEMS

· METAL HANDRAILS

· CONCRETE WINDOW SILLS

· STRUCTURAL STEEL

· METAL CAGE DOORS

· METAL TANK

· METAL VENTS

· METAL DOOR FRAME SYSTEMS

· CONCRETE RISERS

· CERAMIC SLOP SINK

· PLASTER CEILINGS AND WALLS

· METAL STALL DOOR

· METAL LOCKERS

· METAL STAIR SYSTEMS

· WOOD DOOR SYSTEM

· WOOD COLUMNS

2. LEAD ABATEMENT IS NOT REQUIRED FOR THIS PROJECT. HOWEVER, OSHA'S LEAD IN CONSTRUCTION STANDARD APPLIES TO ALL DISTURBANCE OF LEAD BASED PAINT. IN ADDITION, THE CONTRACTOR SHALL USE METHODS TO LIMIT THE AMOUNT OF DUST PRODUCED DURING DEMOLITION OF ANY COMPONENT WITH LEAD PAINT. THE WASTE STREAM (MATERIALS NOT GOING TO BE RECYCLED) WILL REQUIRE TCLP SAMPLES TO DETERMINE IF THE WASTE IS HAZARDOUS FOR DISPOSAL. THIS SAMPLING IS TO BE COMPLETED BY THE

DEMOLITION CONTRACTOR.

OTHER IDENTIFIED HAZARDOUS MATERIALS NOTES

1. APPROXIMATELY 1,105 MERCURY VAPOR LAMPS WERE OBSERVED THROUGHOUT THE BUILDINGS. REMOVAL AND DISPOSAL AS A UNIVERSAL WASTE FOR MERCURY CONTAINING LAMPS UNDER THE RESOURCE CONSERVATION

AND RECOVERY ACT SHALL OCCUR PRIOR TO THE DEMOLITION.

2.RANDOMLY SELECTED LIGHTING BALLASTS WERE CHECKED AND ALL HAD "NO PCBS" LABELS. ALL BALLASTS MUST BE REMOVED AND CHECKED FOR THESE LABELS BY THE DEMOLITION CONTRACTOR AND DISPOSED OF

PROPERLY.

3.THE DEMOLITION CONTRACTOR MUST CHECK ALL EXIST SIGNS FOR BATTERIES OR TRITIUM AND DISPOSE OF

THESE SIGNS AS REQUIRED BY THE EPA.

4.THIRTY THREE WINDOW AIR CONDITIONING UNITS WERE OBSERVED WITHIN BUILDING 9H. THESE UNITS ARE LIKELY TO HAVE REFRIGERANTS THAT WILL NEED TO BE REMOVED PROPERLY UNDER THE EPA REGULATIONS (40

CFR PART 82, SUBPART F) UNDER SECTION 608 OF THE CLEAN AIR ACT.

C I

C I

C I

C I

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

PERRY POINT VA

MEDICAL CENTER

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100% BID DOCUMENTS DEMOLISH BUILDING 9H

512A5-23-311

5-NOV-2024

VA MARYLAND HEALTHCARE SYSTEM

(502) 890-2210 * WESTPOINTENGINEERS.COM

1941 BISHOP LANE, STE. 400 * LOUISVILLE, KY 40218

PERRY POINT VAMC - PERRY POINT, MD

BVG NC

9H-HA104

KEY PLAN

NOT TO SCALE

F1

BUILDING 9H - ATTIC

SCALE: 3/32" = 1'-0"

F1

HAZARDOUS MATERIALS

BUILDING 9H - ATTIC

9H

ASBESTOS CONTAINING MATERIALS DESIGNATION -

A. FLOOR TILE (VARIOUS SIZES AND COLORS)

B. BLACK FLOOR TILE MASTIC

C. WHITE PIPE SEAM SEALANT

D. WINDOW GLAZING

E. EXTERIOR WINDOW CAULKING

F. FIRE DOOR

G. CARDBOARD PIPE INSULATION

H. EXTERIOR STUCCO

I. WHITE DUCT SEAM SEALANT (ON FIBERGLASS INSULATION)

J. CLOTH VIBRATION ISOLATOR

K. WHITE DUCT MASTIC ON METAL

L. YELLOW CARPET MASTIC

M. BROWN CEILING TILE MASTIC DOTS

N. ELEVATOR DOOR AND CAB INSULATION

O. RED FLOOR LEVELING COMPOUND

P. BUILT UP ROOFING

Q. EXTERIOR VENT CAULK

R. EXTERIOR DOOR CAULK

S. GRAY METAL DUCT SEAM SEALANT

T. GRAY LOUVER CAULK

U. ROOF SHINGLES

ASBESTOS CONTAINING MATERIAL NOTES

1. ALL OF THE ACMS DEPICTED ON THE DRAWINGS WILL REQUIRE ABATEMENT. PLEASE REFER TO THE HAZARDOUS MATERIALS REPORT AND ASBESTOS ABATEMENT SPECIFICATION SECTION 02 82 13.41. DEMOLITION MUST OCCUR TO EXPOSE PIPE AND DUCT INSULATION WITHIN WALLS AND ABOVE CEILINGS FOR ABATEMENT.

2.ALL ASBESTOS ABATEMENT WILL BE PERFORMED WITHIN FULL NEGATIVE PRESSURE ENCLOSURES.

3.THE EXTERIOR STUCCO ON THE BUILDING IS ASBESTOS CONTAINING AND WILL NEED TO BE ABATED PRIOR TO

THE DEMOLITION OF THE BUILDING. THE FULL NEGATIVE PRESSURE ENCLOSURES MUST BE CONSTRUCTED IN SUCH A MANNER AS TO WITHSTAND ANY AND ALL POTENTIAL BREACHES FROM OUTDOOR FORCES (WIND, RAIN, SNOW, ICE, VANDALISM, ETC). THIS AREA MUST ALSO BE AIR TIGHT AND BE PLACED UNDER NEGATIVE PRESSURE WITH THE USE OF HEPA FILTERED NEGATIVE AIR MACHINES, CAPABLE OF PROVIDING -0.02 INCHES OF

WATER OF NEGATIVE PRESSURE.

LEAD BASED NOTES

1.THE FOLLOWING SURFACES WERE FOUND TO HAVE LEAD BASED PAINT:

· METAL WINDOW FRAME SYSTEMS

· WOOD TRANSOMS

· TERRACOTTA WALLS

· METAL CORNER GUARDS

· WOOD WINDOW FRAME SYSTEMS

· METAL HANDRAILS

· CONCRETE WINDOW SILLS

· STRUCTURAL STEEL

· METAL CAGE DOORS

· METAL TANK

· METAL VENTS

· METAL DOOR FRAME SYSTEMS

· CONCRETE RISERS

· CERAMIC SLOP SINK

· PLASTER CEILINGS AND WALLS

· METAL STALL DOOR

· METAL LOCKERS

· METAL STAIR SYSTEMS

· WOOD DOOR SYSTEM

· WOOD COLUMNS

2. LEAD ABATEMENT IS NOT REQUIRED FOR THIS PROJECT. HOWEVER, OSHA'S LEAD IN CONSTRUCTION STANDARD APPLIES TO ALL DISTURBANCE OF LEAD BASED PAINT. IN ADDITION, THE CONTRACTOR SHALL USE METHODS TO LIMIT THE AMOUNT OF DUST PRODUCED DURING DEMOLITION OF ANY COMPONENT WITH LEAD PAINT. THE WASTE STREAM (MATERIALS NOT GOING TO BE RECYCLED) WILL REQUIRE TCLP SAMPLES TO DETERMINE IF THE WASTE IS HAZARDOUS FOR DISPOSAL. THIS SAMPLING IS TO BE COMPLETED BY THE

DEMOLITION CONTRACTOR.

PANEL "GB 344"

GEN.

200KW/

250KVA.

AT 0.8PF.

GEN. SWGR. 6

EMERGENCY POWER DISCONNECT TO BLDG 9H

CABLE TRAY FOR

EMERGENCY POWER

DIESEL DAY TANK

CONTROL PANEL

PRIMARY POWER SWITCH FOR BLDG 9H

500KVA TRANSFORMER SUBSTATION "SS-6"

NORMAL POWER

DISCONNECT TO BLDG 9H

FIRE ALARM

CONTROL PANEL

MUFFLER

DUAL 3ɸ FEEDERS (NORMAL)

TO 12-DUCT BANK TO BLDG 9H

SOUND

CASING

DUAL 3ɸ FEEDERS (EMERGENCY)

TO 12-DUCT BANK TO BLDG 9H

4160V PRIMARY FEEDER

FROM MANHOLE E45

EXHAUST

S T U

S T U

S T U S T

U

S T U

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

PERRY POINT VA

MEDICAL CENTER

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100% BID DOCUMENTS DEMOLISH BUILDING 9H

512A5-23-311

5-NOV-2024

VA MARYLAND HEALTHCARE SYSTEM

(502) 890-2210 * WESTPOINTENGINEERS.COM

1941 BISHOP LANE, STE. 400 * LOUISVILLE, KY 40218

PERRY POINT VAMC - PERRY POINT, MD

BVG NC

344-HA105

KEY PLAN

NOT TO SCALE

F1

BUILDING 344

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

F1

HAZARDOUS MATERIALS

BUILDING 344

ASBESTOS CONTAINING MATERIALS DESIGNATION -

A. FLOOR TILE (VARIOUS SIZES AND COLORS)

B. BLACK FLOOR TILE MASTIC

C. WHITE PIPE SEAM SEALANT

D. WINDOW GLAZING

E. EXTERIOR WINDOW CAULKING

F. FIRE DOOR

G. CARDBOARD PIPE INSULATION

H. EXTERIOR STUCCO

I. WHITE DUCT SEAM SEALANT (ON FIBERGLASS INSULATION)

J. CLOTH VIBRATION ISOLATOR

K. WHITE DUCT MASTIC ON METAL

L. YELLOW CARPET MASTIC

M. BROWN CEILING TILE MASTIC DOTS

N. ELEVATOR DOOR AND CAB INSULATION

O. RED FLOOR LEVELING COMPOUND

P. BUILT UP ROOFING

Q. EXTERIOR VENT CAULK

R. EXTERIOR DOOR CAULK

S. GRAY METAL DUCT SEAM SEALANT

T. GRAY LOUVER CAULK

U. ROOF SHINGLES

ASBESTOS CONTAINING MATERIAL NOTES

1. ALL OF THE ACMS DEPICTED ON THE DRAWINGS WILL REQUIRE ABATEMENT. PLEASE REFER TO THE HAZARDOUS MATERIALS REPORT AND ASBESTOS ABATEMENT SPECIFICATION SECTION 02 82 13.41. DEMOLITION MUST OCCUR TO EXPOSE PIPE AND DUCT INSULATION WITHIN WALLS AND ABOVE CEILINGS FOR ABATEMENT.

2.ALL ASBESTOS ABATEMENT WILL BE PERFORMED WITHIN FULL NEGATIVE PRESSURE ENCLOSURES.

3.THE EXTERIOR STUCCO ON THE BUILDING IS ASBESTOS CONTAINING AND WILL NEED TO BE ABATED PRIOR TO

THE DEMOLITION OF THE BUILDING. THE FULL NEGATIVE PRESSURE ENCLOSURES MUST BE CONSTRUCTED IN SUCH A MANNER AS TO WITHSTAND ANY AND ALL POTENTIAL BREACHES FROM OUTDOOR FORCES (WIND, RAIN, SNOW, ICE, VANDALISM, ETC). THIS AREA MUST ALSO BE AIR TIGHT AND BE PLACED UNDER NEGATIVE PRESSURE WITH THE USE OF HEPA FILTERED NEGATIVE AIR MACHINES, CAPABLE OF PROVIDING -0.02 INCHES OF

WATER OF NEGATIVE PRESSURE.

OTHER IDENTIFIED HAZARDOUS MATERIALS NOTES

1. AN ABOVE GROUND STORAGE TANK WITH FUEL OIL EXISTS WITHIN BUILDING 344. CONTRACTOR MUST FOLLOW ALL EPA, MDE, AND LOCAL REGULATIONS FOR THE CONTAINMENT, REMOVAL, AND DISPOSAL OF THE FUEL OIL.

DECIDUOUS TREE FIRE HYDRANT

WATER VALVE WATER METER

SD INLET

UNKNOWN MANHOLE

HANDICAPPED PARKING

UTILITY PEDESTAL

SPOT GRADE

CORNER FOUND

ANGLE BREAK

SANITARY SEWER

STORMDRAIN

METAL FENCE

WOOD FENCE

GUARDRAIL

OVERHEAD LINES

WOODS LINE

BLDG HEIGHT= VERTICAL HEIGHT OF WALL ABOVE ADJACENT GROUND

INLET TOP ELEVATION: 25.57'

6" STEEL: 22.32'

12" RCP: 21.92'

INLET TOP ELEVATION: 25.90'

12"RCP: 18.90'

4" PVC: 19.15'

10" TERRA: 18.88'

INLET TOP ELEVATION: 27.05'

12" RCP: 22.95'

8" TERRA: 21.90'

INLET TOP ELEVATION: 27.19'

8" TERRA: 21.69'

8" TERRA: 21.64'

INLET TOP ELEVATION: 24.51'

12" TERRA: 18.56'

12" TERRA: 15.91'

MANHOLE TOP ELEVATION: 24.27'

DROP 12" TERRA: 18.30'

15" TERRA/STEEL: 14.24'

12" TERRA: 13.3'

15"TERRA/STEEL: 13.29'

15" TERRA/STEEL: 13.24'

MANHOLE TOP ELEVATION: 24.62'

24" TERRA: 18.97'

12" TERRA: 18.90'

MANHOLE TOP ELEVATION: 24.67'

24" TERRA: 19.15'

INLET TOP ELEVATION: 24.21'

10" RCP: 21.71'

INLET TOP ELEVATION: 24.21'

10" RCP: 21.46'

INLET TOP ELEVATION: 25.24'

FILLED WITH DEBRIS

INLET TOP ELEVATION: 25.34'

15" STEEL: 20.39'

15" RCP: 20.34'

MANHOLE TOP ELEVATION: 25.90'

12" RCP: 22.10'

12" RCP: 21.99'

MANHOLE TOP ELEVATION: 26.25'

10" TERRA: 22.30'

8" TERRA: 21.95'

20" TERRA: 21.25'

20" TERRA: 21.25'

SANITARY MANHOLE TOP ELEVATION: 26.38'

DROP INVERT: 18.36'

DROP INVERT: 17.94'

8" PVC: 14.72'

12" PVC: 14.70'

12" PVC: 14.65'

12" PVC: 14.53'

SANITARY MANHOLE TOP ELEVATION: 26.97'

8" PVC: 16.58'

8" PVC: 16.56'

SANITARY MANHOLE TOP ELEVATION: 25.79'

15" TERRA: 17.04'

INV: 16.81'

15" TERRA: 16.68'

15" TERRA: 16.67'

MANHOLE TOP ELEVATION: 27.33'

INACCESSIBLE AT TIME OF SURVEY

MANHOLE TOP ELEVATION: 26.18'

BOLTED SHUT

SANITARY MANHOLE TOP ELEVATION: 26.81'

WATER IN BOTTOM WITH NO PIPES VISIBLE

MANHOLE TOP ELEVATION: 26.15'

BOLTED SHUT

INLET TOP ELEVATION: 27.17'

INV: 18.52'

INV: 18.47'

RAMP

PORTICO

CONCRETE SIDEWALK

EXISTINGPAVING

SHED

UTILITY MANHOLE (TYP.)

STAIRCASE

RAM

P

CONCRETE SIDEWALK

CONCRETEPAD

SU

NROOM

EN

CLO

SE

D

PE

DWAY

CONCRETE

EXISTING

PAVING

AS

PH

AL

T

LO

T CO (T

YP

EMERGENCY

TELEPHONE

RAIS

ED

PA

TIO

: 4

AG

L

SL

IT

GRAT

E

DRAIN

FF ELEV: 27.95'

FF ELEV: 21.28'

FF ELEV: 21.68'

FF ELEV: 27.88'

RAIS

ED

PA

TIO

: 5

AG

L

AVENUE D

EIGHTH

STREET

FWA TRAVERSE POINT 29003

N: 687169.1395 E: 1577015.6747

FWA TRAVERSE POINT 29002

N: 686887.4332 E: 1577020.9905

FWA TRAVERSE POINT 29001

N: 686918.0160 E: 1577453.3463

FWA TRAVERSE POINT 29000

N: 686724.3410 E: 1577306.9380

INLET TOP ELEVATION: 26.10'

6" PVC: 22.8'

MANHOLE TOP ELEVATION: 27.82'

DROP 8" TERRA: 18.07'

12" PVC: 17.67'

12" PVC: 17.62'

INLET TOP ELEVATION: 23.79'

DROP 8" TERRA: 19.19'

15" TERRA/STEEL: 12.74'

15" TERRA/STEEL: 12.74'

INLET TOP ELEVATION: 27.07'

12" RCP: 23.65'

SANITARY MANHOLE TOP ELEVATION: 28.13'

6" TERRA: 23.58'

6" TERRA: 23.32'

SIDEWALK

BU

ILD

ING

OVE

RHAN

G

MET

AL

FE

NCE

LIN

E BL

DG 31

4C

2x2 INLET

2x2 INLET

2x2 INLET

2x2

INLET

2x2 INLET

2x2 INLET

2x2 INLET

2x2 INLET ROUND

NV WEIR

NV WEIR

2x2 INLET 2x2 INLET 2x2 INLET

BLDG 9H

BL

DG 34

UP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

PERRY POINT VA

MEDICAL CENTER

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100% BID DOCUMENTS DEMOLISH BUILDING 9H

512A5-23-311

05-NOV-2024

VA MARYLAND HEALTHCARE SYSTEM

(502) 890-2210 * WESTPOINTENGINEERS.COM

1941 BISHOP LANE, STE. 400 * LOUISVILLE, KY 40218

PERRY POINT VAMC - PERRY POINT, MD

TOPOGRAPHICAL SURVEY

SCALE: 1/32" = 1'

F1

NOTE:

1. THIS DOCUMENT IS AN INSTRUMENT OF SERVICE OF FREDERICK WARD ASSOCIATES. IT IS ISSUED TO WEST POINT

ENGINEERS FOR PURPOSES RELATED DIRECTLY AND SOLELY TO FREDERICK WARD ASSOCIATES'S SCOPE OF SERVICES UNDER CONTRACT WITH WEST POINT ENGINEERS FOR EXISTING CONDITIONS OF PERRY POINT VA MEDICAL CENTER, BUILDINGS 9H AREA. ANY USE OR REUSE OF THIS DOCUMENT FOR ANY REASON BY ANY PARTY FOR PURPOSES UNRELATED DIRECTLY AND SOLELY TO SAID CONTRACT AND PROJECT SHALL BE AT THE USER'S SOLE AND EXCLUSIVE RISK AND LIABILITY, INCLUDING LIABILITY FOR VIOLATION OF COPYRIGHT LAWS, UNLESS WRITTEN AUTHORIZATION IS GIVEN THEREFOR BY

FREDERICK WARD ASSOCIATES.

2. THE PURPOSE OF THIS PLAN IS TO SHOW EXISTING CONDITIONS AS THE RESULT OF AN ON-THE-GROUND INSTRUMENT

SURVEY WHICH OCCURRED JULY, 2023 AND AUGUST, 2023.

3. HORIZONTAL BEARINGS REFER TO MARYLAND STATE PLANE COORDINATE SYSTEM (NAD83) BASED ON GPS OBSERVATIONS.

4. ELEVATION REFERS TO NORTH AMERICAN VERTICAL DATUM (NAVD88) VERTICAL BASED ON GPS OBSERVATIONS.

UTILITY INFORMATION STATEMENT

1. THE SUB-SURFACE UTILITY INFORMATION SHOWN HEREON IS COMPILED

BASED ON FIELD SURVEY INFORMATION, RECORD INFORMATION AS

SUPPLIED BY THE APPROPRIATE UTILITY COMPANIES, AND PLAN

INFORMATION SUPPLIED BY THE CLIENT, IF ANY; THEREFORE WE CANNOT

GUARANTEE THE ACCURACY OF SAID COMPILED SUB-SURFACE

INFORMATION TO ANY CERTAIN DEGREE OF STATED TOLERANCE. ONLY

PHYSICALLY LOCATED SUB-SURFACE UTILITY FEATURES FALL WITHIN

NORMAL STANDARD OF CARE ACCURACIES.

2. THE LOCATIONS OF UNDERGROUND PIPES, CONDUITS, AND STRUCTURES

HAVE BEEN DETERMINED FROM SAID INFORMATION, AND ARE APPROXIMATE

ONLY. COMPILED LOCATIONS OF ANY UNDERGROUND STRUCTURES, NOT

VISIBLY OBSERVED AND LOCATED, CAN VARY FROM THEIR ACTUAL

LOCATIONS.

3. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED.

4. THE STATUS OF UTILITIES, WHETHER ACTIVE, ABANDONED, OR REMOVED,

IS AN UNKNOWN CONDITION AS FAR AS OUR COMPILATION OF THIS

INFORMATION.

5. IT IS INCUMBENT UPON INDIVIDUALS USING THIS INFORMATION TO

UNDERSTAND THAT COMPILING UTILITY INFORMATION IS NOT EXACT, AND IS

SUBJECT TO CHANGE BASED UPON VARYING PLAN INFORMATION RECEIVED

AND ACTUAL LOCATIONS.

6. THE ACCURACY OF MEASURED UTILITY INVERTS AND PIPE SIZES IS

SUBJECT TO FIELD CONDITIONS, THE ABILITY TO MAKE VISUAL

OBSERVATIONS, DIRECT ACCESS TO THE VARIOUS ELEMENTS AND OTHER

MATTERS.

7. THE PROPER UTILITY ENGINEERING/COMPANY SHOULD BE CONSULTED

AND THE ACTUAL LOCATIONS OF SUBSURFACE STRUCTURES SHOULD BE

VERIFIED IN THE FIELD (V.I.F.) BEFORE PLANNING FUTURE CONNECTIONS.

CONTACT THE DIG SAFE CALL CENTER AT 1-888-344-7233, SEVENTY-TWO

HOURS PRIOR TO EXCAVATION, BLASTING, GRADING, AND/OR PAVING.

TOPOGRAPHICAL SURVEY PERFORMED BY FREDERICK WARD ASSOCIATES, DATED 25-OCT-2023.

THIS SURVEY WAS NOT PREFORMED BY WEST POINT ENGINEERS. THIS SURVEY WAS PROVIDED

TO WEST POINT ENGINEERS FOR BACKGROUND INFORMATION PURPOSES FOR THIS PROJECT

BY THE DEPARTMENT OF VETERANS AFFAIRS. WEST POINT ENGINEERS IS NOT A LICENSED

SURVEY COMPANY.

N

VU101

SCMBVG

SITE PLAN - TOPOGRAPHICAL SURVEY

DECIDUOUS TREE FIRE HYDRANT

WATER VALVE WATER METER

SD INLET

UNKNOWN MANHOLE

HANDICAPPED PARKING

UTILITY PEDESTAL

SPOT GRADE

CORNER FOUND

ANGLE BREAK

SANITARY SEWER

STORMDRAIN

METAL FENCE

WOOD FENCE

GUARDRAIL

OVERHEAD LINES

WOODS LINE

BLDG HEIGHT= VERTICAL HEIGHT OF WALL ABOVE ADJACENT GROUND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

PERRY POINT VA

MEDICAL CENTER

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100% BID DOCUMENTS DEMOLISH BUILDING 9H

512A5-23-311

05-NOV-2024

VA MARYLAND HEALTHCARE SYSTEM

(502) 890-2210 * WESTPOINTENGINEERS.COM

1941 BISHOP LANE, STE. 400 * LOUISVILLE, KY 40218

PERRY POINT VAMC - PERRY POINT, MD

GENERAL CIVIL NOTES

A. REFER TO CIVIL EXISTING, DEMOLITION, EROSION CONTROL, NEW WORK, GRADING, AND UTILITIES PLANS AND DETAILS FOR

LOCATIONS OF INFORMATION ON THIS SHEET.

B. COORDINATE ALL WORK WITH EXISTING CONDITIONS, ALL OTHER TRADES, AND IN ACCORDANCE WITH ALL STATE, LOCAL AND

NATIONAL CODES, AS WELL AS WITH ALL FEDERAL HEALTHCARE REGULATIONS.

C. CONTRACTOR IS RESPONSIBLE FOR ALL FEES, PERMITS AND LICENSES FOR THE COMPLETE INSTALLATION OF THEIR WORK.

D. BEFORE ANY WORK IS STARTED, MAKE A THOROUGH SURVEY WITH THE COR IN WHICH ALTERATIONS OCCUR AND AREAS WHICH ARE ANTICIPATED ROUTES OF ACCESS, AND FURNISH A REPORT. REPORT WILL BE SIGNED BY BOTH COR AND CONTRACTOR, AND WILL BE

PROVIDED TO THE CONTRACTING OFFICER.

E. CARE SHOULD BE TAKEN BY ALL CONTRACTORS TO AVOID DAMAGING OR DISTURBING EXISTING CONSTRUCTION WHICH IS TO REMAIN.

CONTRACTOR IS RESPONSIBLE FOR MAKING ANY REPAIRS NECESSARY TO RECTIFY DAMAGES AND RESTORE EXISTING

CONSTRUCTION TO UNDAMAGED STATE UPON COMPLETION OF WORK AT NO EXPENSE TO OWNER.

F. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL ASBESTOS ABATEMENT ASSOCIATED WITH NEW AND DEMOLITION WORK.

G. ALL EXISTING UNDERGROUND UTILITIES TO REMAIN BUT EXPOSED TO CONSTRUCTION/DEMOLITION ACTIVITIES ON ADJACENT

UTILITIES ARE TO BE PROTECTED FROM DAMAGE DURING ADJACENT WORK.

H. DOCUMENTATION:

PROVIDE ELECTRONIC COPIES OF TECHNICAL MANUALS, AS-BUILT DRAWINGS, AND MANUFACTURER'S OPERATION AND MAINTENANCE

MANUALS TO THE COR.

EXISTING BOLLARD GUARD POST

TEMPORARY FENCING AND BARRICADES FOR SITE PROTECTION AND STAGING

DURING CONSTRUCTION

SAMP SAMPLE

SAN SANITARY

SB SPLASH BLOCK

SCHED SCHEDULE

SCP SCUPPER

SD STORM DRAIN

SDL SADDLE

SDMH STORM DRAIN MANHOLE

SECT SECTION

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SEP TNK SEPTIC TANK

SF SQUARE FOOT (FEET)

SHLDR SHOULDER

SJ SCORED JOINT

SLV SLEEVE

SMH STEAM MANHOLE

SMP SUMP PUMP

SP STANDPIPE OR SUMP PIT

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SPKLR SPRINKLER

SPLY SUPPLY

SPR SPRINKLER LINE

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SR STEAM RETURN

SS SANITARY SEWER, STEAM SUPPLY, OR STORM

SEWER

SSP STAINLESS STEEL PIPE

SST STAINLESS STEEL

ST STREET

ST W STORM WATER

STA STATION

STD STANDARD

STIR STIRRUP

STM STEAM

SUCT SUCTION

SUPT SUPPORT

SURF SURFACE

SURV SURVEY

SUTK SUMP TANK

SW SIDEWALK

SWG SEWAGE

SWR SEWER

SYM SYMBOL

T&M TIME AND MATERIALS

TAN TANGENT

TBM TEMPORARY BENCHMARK

TB-XX TEST BORING-XX (E.G., TB-01)

TC TOP OF CURB

TCP TRAFFIC CONTROL PLAN

TD TRENCH DRAIN

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPORARY

TG TOP OF GRATE

THK THICKNESS

THRU THROUGH

TMH TOP OF MANHOLE

TN TRUE NORTH

TNL TUNNEL

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOC TOP OF CONCRETE OR TOP OF CURB

TOF TOP OF FOOTING

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TOS TOP OF STEP

TOW TOP OF WALL

TP TELEPHONE POLE

TR TOP OF RIM

TWR TREATED WATER RETURN

TWS TREATED WATER SUPPLY

TYP TYPICAL

UFC UNIFORM FIRE CODE

U/G UNDERGROUND

UGE UNDERGROUND ELECTRICAL

UGND UNDERGROUND

UNFIN UNFINISH

UNPV RD UNPAVED ROAD

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

VA VETERANS AFFAIRS

VAR VARIES

VB VALVE BOX

VC VERTICAL CURVE

VCT VITRIFIED CLAY TILE VINYL COMPOSITION TILE

VERT VERTICAL

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VOL VOLUME

W WASTE, WEST, OR WATER LINE

W/ WITH

W/O WITHOUT

WALK WALKWAY OR SIDEWALK

WI WROUGHT IRON

WL WATER LINE

WLD WELDED

WM WATER METER WIRE MESH

WM WIRE MESH WATER METER

WO WORK ORDER

WP WATER PUMP

WT WATER TABLE

WT EL WATER ELEVATION

WTR WATER

WW WASTE WATER

WW WASTE WATER WARM WHITE; WIREWAY

XFMR TRANSFORMER

YD YARD DRAIN

(D) EXISTING ITEM TO BE DEMOLISHED AND/OR

REMOVED

D PENNY (NAIL)

DA DRAINAGE AREA

DAT DATUM

D-B DESIGN-BUILD

DBA UNIT OF SOUND LEVEL

DBL DOUBLE

DC DEPRESSED CURB

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DESCR DESCRIPTION

DET DETAIL

DEV DEVELOPMENT

DHW DOMESTIC HOT WATER

DI DROP INLET

DIA DIAMETER

DIAG DIAGONAL DIAGRAM

DIAG DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFERENTIAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIR DIRECTION

DIST DISTANCE

DIV DIVISION

DOC DOCUMENT

DOM DOMESTIC

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DR DRAIN OR DRIVE

DS DOWNSPOUT

DSBL DISABLE

DSGN DESIGN

DW DOMESTIC WATER

DWG DRAWING

DWR DOMESTIC WATER RETURN OR DRAWER

DWS DOMESTIC WATER SUPPLY

(E) EXISTING ITEM TO REMAIN

E EAST

EA EACH

EC EDGE OF CURB

EJ EXPANSION JOINT

EL EASEMENT LINE OR ELEVATION

ELEV ELEVATION

ENGR ENGINEER

ENTR ENTRANCE

EOS EDGE OF SLAB

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION AGENCY

EPT EXTERNAL PIPE THREAD

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ES EDGE OF SHOULDER

ESMT EASEMENT

EST ESTIMATE

EW EACH WAY

EXCL EXCLUDE

EXIST EXISTING

EXP EXPANSION

EXST GR EXISTING GRADE

EXT EXTERIOR

EXT GR EXTERIOR GRADE

F FIRE LINE

F METER FLOWMETER

F/F FACE TO FACE

FACIL FACILITY

FD FLOOR DRAIN

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FIG FIGURE

FIL FILLET

FIN FINISH

FLL FLOW LINE

FLR FLOOR

FLRD FLARED

FLTR FILTER

FLUOR FLUORESCENT

FN FENCE

FOC FACE OF CURB

FP FIRE PROTECTION OR FLAGPOLE

FPM FEET PER MINUTE

FPS FEET PER SECOND

FPW FIRE PROTECTION WATER SUPPLY

FSP FIRE STANDPIPE

FSS FLOW SENSING SWITCH

FT FEET OR FOOT

FTG FOOTING

FW FLOOD WALL

G GROUND OR NATURAL GAS

G LN GAS LINE

GA GAGE

GAL GALLON

GC GENERAL CONTRACTOR

GCO GRADE CLEANOUT

GDR GUARD RAIL

GEN GENERATOR

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL

GOVT GOVERNMENT

GPD GALLONS PER DAY

GR BM GRADE BEAM

GT GREASE TRAP

GUT GUTTER

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDWL HEADWALL

HEX HEXAGON

HH HAND HOLE

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE

HT HEIGHT

HWT HOT WATER TANK

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

ICV IRRIGATION CONTROL VALVE

ID INSIDE DIAMETER OR INSIDE DIMENSION

IMH INLET MANHOLE

INCL INCLUDED

INCR INCREMENT

INFO INFORMATION

INSTL INSTALL

INSTR INSTRUMENT

INV INVERT

INV EL INVERT ELEVATION

IP IRON PIPE

IPS IRON PIPE SIZE

IPT IRON PIPE THREADED

IRREG IRREGULAR

ISO ISOMETRIC

IW IRRIGATION WATER

KWY KEYWAY

L ANGLE

LAT LATITUDE

LF LINEAR FEET (FOOT)

LIN LINEAR

LNG LONGITUDE

LOC LOCATION

LONG LONGITUDINAL

LOS LINE OF SIGHT

LPT LOW POINT

LS LUMP SUM

LT LIGHT

LTG LIGHTING

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MB MAIL BOX

MED MEDIUM

MEMO MEMORANDUM

MER MERIDIAN

MFD MANUFACTURED

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MTG MEETING

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NE NOT EXCEEDING

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NORM NORMAL

NRCP NON-REINFORCED CONCRETE PIPE

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OFD OVERFLOW DRAIN

OPNG OPENING

OZ OUNCE

P PUMP

PAR PARALLEL

PAT PATTERN

PB PULL BOX

PC POINT OF CURVE

PCA PORTLAND CEMENT ASSOCIATION

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCT PERCENT

PED PEDESTAL

PEN PENETRATE

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PG PRESSURE GAGE OR PROFILE GRADE

PH PHASE

PHOTO PHOTOGRAPH

PHWR PRIMARY HOT WATER RETURN

PHWS PRIMARY HOT WATER SUPPLY

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PK GAR PARKING GARAGE

PK LOT PARKING LOT

PL PROPERTY LINE

PLAS PLASTIC PLASTER

PN PART NUMBER

PNEU PNEUMATIC

PO POST OFFICE OR PURCHASE ORDER

POLY POLYETHYLENE (PLASTIC)

PORT PORTABLE

POTW POTABLE WATER

POW LN POWER LINE

PP POLYPROPYLENE (PLASTIC)

PR PUMPED RETURN

PRCST PRECAST

PREFMD PREFORMED

PRELIM PRELIMINARY

PREP PREPARATION

PREV PREVIOUS

PRKG PARKING

PROJ PROJECT

PROP PROPERTY

PS CONC PRESTRESSED CONCRETE

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POST TENSIONED

PT CONC POST-TENSIONED CONCRETE

PV PAVED

PV RD PAVED ROAD

PVC POLYVINYL CHLORIDE (PLASTIC)

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RADIUS OR RANGE

RAD RADIAN

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCCP REINFORCED CONCRETE CULVERT PIPE

RCP REINFORCED CONCRETE PIPE

RD ROAD OR ROOF DRAIN

REBAR REINFORCING STEEL BARS

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

ROW RIGHT OF WAY

RST REINFORCING STEEL

RT RIGHT

RW ROADWAY

RWL RAIN WATER LEADER

RWR RECESSED WASTE RECEPTACLE

PHOTO INDICATORCD901

A1

POINT OF CONNECTION FOR NEW WORK

DETAIL INDICATOR

LIMITS OF DISTURBANCE AND CONSTRUCTION FENCE

END OF DEMOLITION

NEW SPOT ELEVATION

NEW DRAINAGE ARROW

NEW CONTOUR ELEVATION

ADA ACCESSIBLE AREA (2.0% MAX. CROSS SLOPE)

SF SF SF SF SILT FENCE

STONE BAG INLET PROTECTION

TREE PROTECTION FENCE

EXISTING ITEMS TO BE REMOVED

CONCRETE SURFACE

GRAVEL SURFACE (EXTERIOR ENCLOSURE AREA)

CONCRETE SIDEWALK

HEAVY-DUTY ASPHALT PAVEMENT SURFACE

TACTILE WARNING SURFACE

BREAK, ROUND (USER DEFINES SIZE)

DIMENSION (CIVIL ONLY)

GENERAL TOPOGRAPHICAL SURVEY NOTES

A. EXISTING TOPOGRAPHICAL SURVEY INFORMATION OBTAINED FROM "FREDERICK WARD ASSOCIATES" DATED 10-25-2023

TEMPORARY CONSTRUCTION ENTRANCE

NEW SOD AREA

EXISTING TOP OF BANK

EXISTING TOE OF SLOPE/DITCH

EXISTING STREET SIGN

EXISTING FENCE

EXISTING HEADWALL W/ PIPE

EXISTING CATCH BASIN & YARD DRAIN W/ PIPE

EXISTING TREE

EXISTING CONTOUR

EXISTING DOUBLE CATCH BASIN W/ PIPE

EXISTING SANITARY MANHOLE W/PIPE

EXISTING STORM MANHOLE W/ PIPE

EXISTING SPOT ELEVATION

EXISTING UTILITY POLE

EXISTING WATER LINE W/ SIZE

EXISTING OVERHEAD UTILITIES

EXISTING WATER VALVE

EXISTING DOWN GUY

EXISTING FIRE HYDRANT

EXISTING TRANSFORMER

EXISTING LIGHT POLE

EXISTING GAS METER

EXISTING ELECTRIC SPLICE BOX

EXISTING ELECTRIC MANHOLE

EXISTING OVERHEAD TELEPHONE

EXISTING TELEPHONE SPLICE BOX

EXISTING WATER METER

EXISTING TELEPHONE PEDESTAL

EXISTING GAS W/ SIZE

EXISTING UNDERGROUND ELECTRIC

EXISTING TELEPHONE MANHOLE

EXISTING GAS VALVE

EXISTING OVERHEAD ELECTRIC

EXISTING UNDERGROUND TELEPHONE

EXISTING UNDERGROUND UTILITIES

EXISTING GUY UTILITY POLE

EXISTING SIGNAL POLE

EXISTING ELECTRIC BOX

EXISTING FLOOD LIGHT

NEW GAS LINE

REMOVE EXISTING GAS LINE

REMOVE EXISTING UNDERGROUND ELECTRIC

REMOVE EXISTING UNDERGROUND UTILITY

REMOVE EXISTING UNDERGROUND TELEPHONE

REMOVE EXISTING STORM MANHOLE W/ PIPE

REMOVE EXISTING SANITARY MANHOLE W/PIPE

REMOVE EXISTING WATER LINE

GENERAL NOTES

A. REPAIR ANY DAMAGED EXISTING GROUND, ASPHALT, SIDEWALKS, CURB AND GUTTER, ETC. SHOWN TO REMAIN, TO MATCH

EXISTING CONDITION BEFORE DAMAGE.

B. ALL EXISTING UNDERGROUND UTILITIES TO REMAIN BUT EXPOSED TO CONSTRUCTION OR DEMOLITION ACTIVITIES ON ADJACENT

UTILITIES ARE TO BE PROTECTED FROM DAMAGE DURING ADJACENT WORK.

C. REFER TO THE SPECIFICATIONS FOR ANY FURTHER CIVIL SITE DETAILS AND REQUIREMENTS.

D. CHANGES TO EXISTING PAVEMENT GRADES TO MATCH EXISTING UNLESS OTHERWISE NOTED.

E. REFER TO SHEETS CD401, C-002 & C-003 FOR EXISTING CONDITIONS, EROSION CONTROL, AND DEMOLITION SITE PLAN AND

RELATED DETAILS.

F. REFER TO SHEET CD501 & CD502 FOR SITE PLAN AND RELATED DETAILS.

G. REFER TO SHEETS CG401 FOR FINISH GRADE PLANS, AND RELATED DETAILS.

H. REFER TO SHEETS CU401 THRU CU405 FOR EXISTING CONDITIONS AND DEMOLITION UTILITY PLANS AND RELATED DETAILS (STORM, SANITARY, WATER, GAS, AND ELECTRICAL).

ABBREVIATIONS

(NOT ALL ABBREVIATIONS WILL APPLY TO THIS WORK)

CIVIL UTILITY SYMBOLS

(NOT ALL SYMBOLS WILL APPLY TO THIS WORK)

CIVIL GENERAL SYMBOLS

(NOT ALL SYMBOLS WILL APPLY TO THIS WORK)

CIVIL EROSION CONTROL SYMBOLS

(NOT ALL SYMBOLS WILL APPLY TO THIS WORK)

CIVIL SITE AMENITIES SYMBOLS

(NOT ALL SYMBOLS WILL APPLY TO THIS WORK)

CIVIL HATCH SYMBOLS

(NOT ALL SYMBOLS WILL APPLY TO THIS WORK)

CIVIL GRADING SYMBOLS

(NOT ALL SYMBOLS WILL APPLY TO THIS WORK)

CIVIL LANDSCAPE SYMBOLS

(NOT ALL SYMBOLS WILL APPLY TO THIS WORK)

AB ANCHOR BOLT

ABAN ABANDON

ABBRV ABBREVIATION

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE

ACP ASPHALTIC CONCRETE PAVING

ADA AMERICANS WITH DISABILITIES ACT

ADDM ADDENDUM

AGGR AGGREGATE

ALLOW ALLOWANCE

ALNMT ALIGNMENT

ALT ALTERNATE OR ALTITUDE

ALUM ALUMINUM

AMT AMOUNT

APPD APPROVED

APPROX APPROXIMATE

APPX APPENDIX

ASB ASBESTOS

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASPH ASPHALT

ASSY ASSEMBLY

AVE AVENUE

AWG AMERICAN WIRE GAUGE

AWWA AMERICAN WATER WORKS ASSOCIATION

B BOLLARD

BAL BALANCE

BC BACK OF CURB

BDRY BOUNDARY

BITUM BITUMINOUS

BKGD BACKGROUND

BL BASE LINE

BLDG BUILDING

BLT BUILT

BLVD BOULEVARD

BM BEAM OR BENCHMARK

BMP BEST MANAGEMENT PRACTICES

BN BULLNOSE

BOC BOTTOM OF CURB

BOW BOTTOM OF WALL

BRG BEARING

BSTR BOOSTER

BW BOTH WAYS

C TO C CENTER TO CENTER

CALC CALCULATE

CAP CAPACITY

CB CATCH BASIN OR CEMENT BASE

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS OR CONTRACT

DOCUMENTS

CE CONSTRUCTION ENTRANCE

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND

CG CENTER OF GRAVITY

CH CHANNEL OR CHILLER

CHFR CHAMFER

CI CAST IRON OR CURB INLET

CIP CAST-IN-PLACE OR CAST IRON PIPE

CIR CIRCLE

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE, CLASS, OR CLOSE

CLASS CLASSIFICATION

CLL CONTRACT LIMIT LINE

CLOS CLOSURE

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CNCL CONCEALED

CND CONDUIT

CNDS CONDENSATE

CNR CORNER

CNTOR CONTACTOR

CO CLEANOUT, COMPANY, OR CUTOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCENTRIC OR CONCRETE

CONC FLR CONCRETE FLOOR

COND CONDENSER OR CONDITION

CONDN CONDENSATION

CONF CONFERENCE

CONSTR CONSTRUCTION

CONSULT CONSULTANT

CONT CONTINUE

CONTR CONTRACT OR CONTRACTOR

COORD COORDINATE

COR CHANGE ORDER REQUEST

CORR CORRIDOR

COTG CLEANOUT TO GRADE

COV COVER OR CUT OFF VALVE

COV PL COVER PLATE

CP CONCRETE PIPE OR CONTROL PANEL

CPLG COUPLING

CPM CRITICAL PATH METHOD

CRCMF CIRCUMFERENCE

CRN CROWN

CRP CONDENSATE RETURN PUMP

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CRT YD COURTYARD

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSP CONCRETE SEWER PIPE

CSTL CAST STEEL

CTR CENTER, CONTOUR, OR COOLING TOWER RETURN

CTRL CONTROL

CTS COOLING TOWER SUPPLY

CTV CABLE TELEVISION

CU COPPER OR CUBIC

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

AREA TO BE DEMOLISHED

C-001

SCMBVG

CIVIL ABBREVIATIONS, SYMBOLS, AND GENERAL

NOTES SITE PLAN

SURVEY CONTROL

COORDINATES SHOWN HEREON ARE DERIVED FROM VIRTUAL REFERENCE SYSTEM

OBSERVATION CALIBRATED TO THE MARYLAND COORDINATE SYSTEM (NAD83/2011) ON

THE KEYNET VRS NETWORK ON OCTOBER 25, 2023.

VERTICAL DATUM IS NAVD88.

UTILITY NOTE

UTILITIES AND OTHER OBSTRUCTIONS AS SHOWN HEREON HAVE BEEN LOCATED BY

ACTUAL FIELD MEASUREMENT, SUPPLEMENTED BY INFORMATION OBTAINED FROM

THE VARIOUS AGENCIES INVOLVED. HOWEVER, WE DO NOT GUARANTEE THE

ACCURACY NOR THE COMPLETENESS OF THE INFORMATION RECEIVED. IN

CONSTRUCTION ON THIS SITE TAKES PLACE THE CONTRACTOR MUST VERIFY ALL

SUCH INFORMATION TO HIS OWN SATISFACTION AND MUST NOTIFY THE COMPANIES

INVOLVED PRIOR TO THE START OF CONSTRUCTION.

LOCATIONS OF INDIVIDUAL ELECTRIC, TELEPHONE, GAS, WATER, AND SANITARY

SEWER SERVICE CONNECTIONS, AS SHOWN HEREON, ARE UNCERTAIN. THE

LOCATIONS OF SAID CONNECTIONS SHOWN ARE BASED ON PROPOSED SITE PLANS OR

AN ESTIMATION OF THE POSSIBLE LOCATION. SHOULD EXCAVATION BECOME

NECESSARY FOR MAINTENANCE OR REPAIR OF THESE LINES, IT IS THE CONTRACTOR'S

RESPONSIBILITY TO ACCURATELY DETERMINE THE LOCATION OF THESE LINES BEFORE

COMMENCING WORK.

UTILITIES NOT MARKED BY THE APPROPRIATE UTILITY PROVIDERS IN A TIMELY

MANNER MAY NOT BE SHOWN HEREON.

FLOOD NOTE

THE SUBJECT PROPERTY SHOWN HEREON APPEARS ON THE FEDERAL EMERGENCY

MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) MAP NUMBER

24015C0137E (EFFECTIVE DATE MAY, 4, 2015) & 24015C0141E (EFFECTIVE DATE MAY 4,

2015). ACCORDING TO THESE MAPS, THE SUBJECT PROPERTY LIES IN ZONE X (AREAS

DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN).

FF ELEV: 27.95'

FF ELEV: 21.28'

FF ELEV: 21.68'

FF ELEV: 27.88'

AVENUE D

EIGHTH

STREET

BL

DG 31

4C

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

PERRY POINT VA

MEDICAL CENTER

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100% BID DOCUMENTS DEMOLISH BUILDING 9H

512A5-23-311

05-NOV-2024

VA MARYLAND HEALTHCARE SYSTEM

(502) 890-2210 * WESTPOINTENGINEERS.COM

1941 BISHOP LANE, STE. 400 * LOUISVILLE, KY 40218

PERRY POINT VAMC - PERRY POINT, MD

NOTES

1. REFER TO C-001 FOR CIVIL ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES.

2. THE EXISTING TOPOGRAPHIC AND SITE UTILITY INFORMATION SHOWN HAS BEEN PROVIDED TO THE VA AND IS AVAILABLE AS A FULL ELECTRONIC FILE AVAILABLE BY REQUEST FROM THE COR. THIS INFORMATION IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE VA IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION SHOWN THEREON. CONTRACTOR WILL VERIFY ALL INFORMATION SHOWN; THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO UTILITIES SHOWN ON THE SURVEY AND

DRAWINGS TO REMAIN.

3. THE CONTRACT DRAWINGS SHOW THE APPROXIMATE LOCATION OF EXISTING UTILITY LINES. THESE LINES HAVE BEEN IDENTIFIED AND LOCATED AS ACCURATELY AS POSSIBLE USING AVAILABLE INFORMATION. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING UTILITY LOCATIONS ON THE SURVEY WITH LOCATIONS IN THE FIELD, AND COORDINATING WITH ANY ASSOCIATED UTILITY COMPANIES FOR DEMOLITION OF UTILITIES

INDICATED.

4. THE TOTAL AREA OF DISTURBANCE IS APPROXIMATELY 97,965 SQ. FT.

TOPOGRAPHICAL SURVEY NOTE

THE EXISTING TOPOGRAPHIC AND SITE INFORMATION SHOWN HAS BEEN PROVIDED BY FREDERICK WARD ASSOCIATES. DATED 10-25-2023. THIS INFORMATION IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR.

THE CONTRACTOR IS REQUIRED TO PROVIDE THEIR OWN SURVEYING AND UTILITY LOCATING SERVICES TO VERIFY ALL INFORMATION SHOWN PRIOR TO THE START OF CONSTRUCTION AND TO IMMEDIATELY NOTIFY THE COR OF DISCREPANCIES BETWEEN THE CONTRACTORS SURVEY AND THE INFORMATION SHOWN ON THESE DRAWINGS, OTHERWISE THE CONTRACTOR ACCEPTS LIABILITY FOR ACCURACY OF THE INFORMATION SHOWN;

THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE (RESULTANT OF WORK PERFORMED ACCORDING TO THESE DOCUMENTS) TO UTILITIES SHOWN ON THE DRAWINGS THAT ARE TO REMAIN.

SITE PLAN - EROSION AND SEDIMENT CONTROL PLAN

SCALE: 3/64" = 1'

F1

CD501

D4

CD502

C3

CIVIL UTILITY SYMBOLS

EXISTING STORMWATER DRAINAGE LINE

EXISTING SANITARY SEWER LINE

SILT FENCESF SF SF

TEMPORARY TREE PROTECTION FENCE

TEMPORARY CONSTRUCTION FENCE

TGCE TEMPORARY CONSTRUCTION ENTRANCE

EXISTING SANITARY SEWER MANHOLE

EXISTING STORM DRAIN MANHOLE

CD501

D4

CD502

C1

CD502

C1

CD501

D4

CD502

C1

N

CD503

F1

CD503

F1

CD503

F1

AT GRADE INLET PROTECTION (AGIP)

CD502

F6

CD503

F1

CD503

F1

CD503

F1

CD503

F1

C-002

SCMBVG

SITE PLAN - EROSION AND SEDIMENT CONTROL

PLAN SITE PLAN

OBSERVATION CALIBRATED TO THE MARYLAND COORDINATE SYSTEM (NAD83/2011) ON

THE KEYNET VRS NETWORK ON OCTOBER 25, 2023.

VERTICAL DATUM IS NAVD88.

UTILITY NOTE

UTILITIES AND OTHER OBSTRUCTIONS AS SHOWN HEREON HAVE BEEN LOCATED BY

ACTUAL FIELD MEASUREMENT, SUPPLEMENTED BY INFORMATION OBTAINED FROM

THE VARIOUS AGENCIES INVOLVED. HOWEVER, WE DO NOT GUARANTEE THE

ACCURACY NOR THE COMPLETENESS OF THE INFORMATION RECEIVED. IN

CONSTRUCTION ON THIS SITE TAKES PLACE THE CONTRACTOR MUST VERIFY ALL

SUCH INFORMATION TO HIS OWN SATISFACTION AND MUST NOTIFY THE COMPANIES

INVOLVED PRIOR TO THE START OF CONSTRUCTION.

LOCATIONS OF INDIVIDUAL ELECTRIC, TELEPHONE, GAS, WATER, AND SANITARY

SEWER SERVICE CONNECTIONS, AS SHOWN HEREON, ARE UNCERTAIN. THE

LOCATIONS OF SAID CONNECTIONS SHOWN ARE BASED ON PROPOSED SITE PLANS OR

AN ESTIMATION OF THE POSSIBLE LOCATION. SHOULD EXCAVATION BECOME

NECESSARY FOR MAINTENANCE OR REPAIR OF THESE LINES, IT IS THE CONTRACTOR'S

RESPONSIBILITY TO ACCURATELY DETERMINE THE LOCATION OF THESE LINES BEFORE

COMMENCING WORK.

UTILITIES NOT MARKED BY THE APPROPRIATE UTILITY PROVIDERS IN A TIMELY

MANNER MAY NOT BE SHOWN HEREON.

FLOOD NOTE

THE SUBJECT PROPERTY SHOWN HEREON APPEARS ON THE FEDERAL EMERGENCY

MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) MAP NUMBER

24015C0137E (EFFECTIVE DATE MAY, 4, 2015) & 24015C0141E (EFFECTIVE DATE MAY 4,

2015). ACCORDING TO THESE MAPS, THE SUBJECT PROPERTY LIES IN ZONE X (AREAS

DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN).

FF ELEV: 27.95'

FF ELEV: 21.28'

FF ELEV: 21.68'

FF ELEV: 27.88'

BL

DG 31

4C

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

PERRY POINT VA

MEDICAL CENTER

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

100% BID DOCUMENTS DEMOLISH BUILDING 9H

512A5-23-311

05-NOV-2024

VA MARYLAND HEALTHCARE SYSTEM

(502) 890-2210 * WESTPOINTENGINEERS.COM

1941 BISHOP LANE, STE.