512A5-23-311_DRAWINGSPart-2.pdf
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- Attached to
- P400--512A5-23-311 - Demolish Building 9H
- Solicitation number
- 36C24525B0005
About this file
These architectural and engineering drawings detail the demolition plans for Building 9H at the Perry Point VA Medical Center in Maryland. The comprehensive set of technical drawings covers the complete demolition of the approximately 54,500 gross square foot building, which was constructed in 1924 and last renovated in 1972. The project scope includes full building removal, hazardous material abatement, utility disconnection and relocation, site restoration, and associated infrastructure modifications.
Key technical elements include demolishing the entire building and its connecting corridor, removing all electrical, telecommunications, sanitary, stormwater, gas, and water utilities, relocating critical campus infrastructure like the fiber optic network distribution hub, and preparing the site for future reuse. The project requires specific environmental and safety provisions, such as asbestos and lead-based paint removal, proper waste disposal, adherence to Maryland Department of Environment regulations, and maintaining campus utility operations during demolition. The contract has a 400-calendar day completion timeline, with an estimated notice to proceed approximately 30 days after award.
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Text version
AVENUE D
EIGHTH
STREET
BL
DG 31
4C
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
FINISHED GRADE PLAN
SCALE: 1:300
F1
GRADING PLAN NOTES
1. ACHIEVE 95% STANDARD PROCTOR COMPACTION FOR FILL SOIL. SEE 'TESTING' AND 'EARTHWORK (SHORT
FORM)' SPECIFICATIONS.
2. THE GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING, EMBANKMENT, OR
STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR INITIATION OF WORK AND IS SUBJECT TO CHANGE
PENDING APPROVAL OF THE ENTIRE CONSTRUCTION DOCUMENTS.
3. SPREADING OF MUD OR DEBRIS UPON ANY ROAD IS PROHIBITED. THE GOVERNMENT MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION AT ANY TIME. THE STOPPAGE OF WORK WILL ONLY BE BY THE COR.
4. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT ALL TIMES. THE
STOPPAGE OF WORK WILL ONLY BY THE COR.
5. IF SPRINGS OR GROUNDWATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR WILL NOTIFY THE COR OF THE CONDITIONS FOUND ON THE DAY OF DISCOVERY, AND RE-SEQUENCE CONSTRUCTION ACTIVITIES IN A MANNER THAT WILL ALLOW THE COR TIME TO REVIEW THE SITUATION, AND PREPARE A PLAN
TO PROPERLY MITIGATE THE WATER ENCOUNTERED.
6. SLOPE ALL FINISH GRADES TOWARDS THE EXISTING CATCH BASINS. PROVIDE POSITIVE DRAINAGE. FLAT AND
PONDING AREAS WILL NOT BE ACCEPTABLE.
7. CONTRACTOR TO CONFIRM ALL EXISTING GRADING PRIOR TO CONSTRUCTION PERFORMED WITHIN THIS
CONTRACT.
8. THE EXISTING TOPOGRAPHIC AND SITE INFORMATION SHOWN HAS BEEN PROVIDED BY FREDERICK WARD ASSOCIATES, DATED 25-OCT-2023. THIS INFORMATION IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE VA IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION SHOWN THEREON.
CONTRACTOR TO VERIFY ALL INFORMATION SHOWN.
9. PROTECT EXISTING TREES FROM POTENTIAL DAMAGE OF CONSTRUCTION OPERATIONS. STEEPEN GRADES
UPHILL FROM EXISTING TREES TO A MAX. OF 2:1 TO AVOID FILLING SOILS ONTO TRUNKS.
10. UNLESS OTHERWISE INDICATED TO BE REMOVED, ALL ITEMS REMAINING WITHIN THE LIMIT OF CONTRACT ARE
TO REMAIN AND BE PROTECTED FROM DAMAGE DURING CONSTRUCTION.
11. MAINTAIN STORM DRAINAGE SYSTEMS TO FUNCTION THROUGHOUT THE CONSTRUCTION PERIOD.
12. PROPOSED GRADES SHOWN ARE FINISHED GRADES.
13. LIMIT OF GRADING INCLUDES ALL AREAS DISTURBED BY ALL SITE UTILITY WORK, REFER TO SITE UTILITY
DRAWINGS FOR MORE INFORMATION.
14. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
15. ADJUST RIM ELEVATIONS OF ALL EXISTING UTILITY STRUCTURES TO MATCH PROPOSED FINISHED GRADES.
16. ALL EXISTING LAWN AREAS DISTURBED BY CONSTRUCTION INCLUDING BUT NOT LIMITED TO GRADING &
EARTHWORK AND SITE UTILITY WORK ARE TO BE HYDRO-SEEDED UNLESS OTHERWISE INDICATED. EXTEND LIMITS OF SEEDING TO INCLUDE ALL AREAS DISTURBED BY CONSTRUCTION. SEE SPECIFICATIONS 'PLANTING'
FOR REQUIREMENTS.
17. PROVIDE EROSION CONTROL BLANKET FOR ALL SEEDED SLOPES 4:1 OR STEEPER. SEE 'EARTHWORK (SHORT
FORM)' & 'PLANTING' SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
18. FOR DRAINAGE STRUCTURES, INVERT ELEVATIONS ARE APPROXIMATE AND BASED ON INFORMATION PROVIDED FOR EXISTING DRAINAGE STRUCTURES AND GRADES. FIELD VERIFY ELEVATIONS PRIOR TO
GRADING WORK AND NOTIFY COR OF ANY CONFLICTS.
19. GRADE ALL NEW PAVEMENTS TO DRAIN. GRADE ALL NEW WALKS AT MAX. 2% CROSS SLOPE. GRADE ALL NEW WALKS TO MAX. 5% LONGITUDINAL SLOPE UNLESS OTHERWISE SPECIFICALLY INDICATED ON PLANS TO BE A
RAMP.
20. SEE CU DRAWINGS FOR ADDITIONAL EARTHWORK ASSOCIATED WITH DEMOLITION AND CONSTRUCTION OF
OTHER SITE UTILITIES.
21. ALL STORM DRAINAGE SYSTEM STRUCTURES CONNECTIONS TO BE PROTECTED DURING ALL PHASES OF
CONSTRUCTION.
KEY PLAN
NOT TO SCALE
F9 N
CIVIL UTILITY SYMBOLS
NEW CONTOUR LINE
EXISTING CONTOUR LINE
TEMPORARY CONSTRUCTION FENCE
SL
OP
E
.6 5%
SL
O
PE
.0
4%
SL
OP
E
2.
SL
O
PE
.7 5%
SL
OP
E
.7 5%
SLO
PE = .9
8%
SL
OPE
.0 1%
N
INLET TOP
ELEVATION: 26.60'
INLET TOP
ELEVATION: 26.75'
INLET TOP
ELEVATION: 26.25'
INLET TOP
ELEVATION: 27.75'
INLET TOP ELEVATION: 27.19'
NO ELEVATION CHANGE
INLET TOP ELEVATION: 25.24'
NO ELEVATION CHANGE
INLET TOP ELEVATION: 24.51'
NO ELEVATION CHANGE
CG401
SCMBVG
SITE PLAN - FINISHED GRADE PLAN
SITE PLAN
BL
DG 31
4C
SF
SF
SF
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TG
CE
BLDG 9H
BL
DG 34
SF
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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
SANITARY AND STORMWATER DEMOLITION PLAN
SCALE: 3/64" = 1'
F1
KEY PLAN
NOT TO SCALE
F9 N
KEY NOTES
1. REMOVE EXISTING SANITARY PIPING, MANHOLES, AND RELATED SANITARY EQUIPMENT BACK TO POINT
INDICATED AND CAP LINE RIGHT BEFORE VAULT, INTERSECTION OR TIE-IN POINT TO MAIN. BACKFILL DISTURBED
AREA PER THE DRAWINGS AND SPECIFICATIONS.
2. EXISTING SANITARY SEWER MAIN OR BRANCH LINE TO OTHER BUILDINGS TO REMAIN OPERATIONAL DURING ALL PHASES OF CONSTRUCTION. DO NOT DAMAGE. NOTIFY COR IMMEDIATELY IF DAMAGE TO SANITARY SEWER MAIN
OCCURS. TERMINATE LINE AT SANITARY MAIN.
3. DEMOLISHED BUILDING LOCATION, REFER TO CD401.
4. EXISTING STORMWATER MANHOLES TO REMAIN OPERATIONAL DURING ALL PHASES OF CONSTRUCTION. DO NOT
DAMAGE. NOTIFY COR IMMEDIATELY IF DAMAGE TO STORMWATER MANHOLES OCCURS.
5. EXISTING STORMWATER MAIN OR BRANCH LINE TO REMAIN OPERATIONAL DURING ALL PHASES OF
CONSTRUCTION. DO NOT DAMAGE. NOTIFY COR IMMEDIATELY IF DAMAGE TO STORMWATER MAIN OCCURS.
NOTES
A. REFER TO C-001 FOR CIVIL ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES.
B. TOPOGRAPHICAL SURVEY INFORMATION PERFORMED BY FREDERICK WARD ASSOCIATES, DATED 25-OCT-2023.
C. THIS DRAWING IS DIAGRAMMATICAL AND INFORMATIONAL, AND MAY NOT SHOW EXACT LOCATION OF EXISTING
INFORMATION.
D. CONTRACTOR TO VERIFY ALL EXISTING SERVICE LOCATIONS.
E. ALL UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. UTILITY DRAWINGS ARE A COMBINATION OF FIELD
TOPOGRAPHIC SURVEYS AND AS-BUILT DRAWINGS PROVIDED BY THE VA AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY UTILITY INFORMATION PRIOR TO BEGINNING CONSTRUCTION.
F. CONTRACTOR IS RESPONSIBLE FOR LOCATING, IDENTIFYING, AND MARKING ALL UTILITY LOCATIONS WITHIN THE LIMITS OF DISTURBANCE OF THE PROJECT SITE. CONTRACTOR TO COORDINATE WITH THE LOCAL UTILITIES PROVIDER. ALL UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. INDIVIDUAL SERVICE LINES ARE NOT SHOWN. ACCURATE LOCATIONS OF EXISTING BELOW GROUND UTILITIES (I.E. CABLES, ELECTRIC WIRES, GAS, AND WATER LINES) ARE TO BE VERIFIED AND LOCATED BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR IS BE RESPONSIBLE FOR BECOMING FAMILIAR WITH ALL UTILITY REQUIREMENTS SET FORTH ON THE PLANS AND IN THE TECHNICAL SPECIFICATIONS AND SPECIAL
PROVISIONS.
G. CONTRACTOR TO COORDINATE WITH THE COR TO SHUT-OFF AND/OR DISCONNECT ALL UTILITY SERVICE CONNECTIONS FROM THE BUILDINGS TO BE REMOVED; REFER TO CD401 FOR BUILDING LOCATIONS.
CIVIL UTILITY SYMBOLS
EXISTING STORMWATER DRAINAGE LINE
EXISTING SANITARY SEWER LINE
SILT FENCE
STORMWATER DRAINAGE LINE DEMO
SF SF SF
CONSTRUCTION FENCE
SANITARY SEWER LINE DEMO
TGCE TEMPORARY CONSTRUCTION ENTRANCE
CD502
D6
CD502
D6
N
4 4
CD503
F1
CD503
F1
CD503
F1
CD503
F1
CD503
F1
AT GRADE INLET PROTECTION (AGIP)
CD503
F1
CU401
SCMBVG
SITE PLAN - SANITARY AND STORMWATER
DEMOLITION PLANS SITE PLAN
4C
SF
SF
SF
SF
SF
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SFSF
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SFSF
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TG
CE
BLDG 9H
BL
DG 34
SF
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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
ENLARGED ELECTRIC UTILITY PLANS EXISTING CONDITIONS, DEMOLITION
SCALE: 3/64" = 1'
F1
KEY PLAN
NOT TO SCALE
F9 N
NOTES
A. REFER TO C-001 FOR CIVIL ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES.
B. TOPOGRAPHICAL SURVEY INFORMATION PERFORMED BY FREDERICK WARD ASSOCIATES, DATED 25-OCT-2023.
C. THIS DRAWING IS DIAGRAMMATICAL AND INFORMATIONAL, AND MAY NOT SHOW EXACT LOCATION OF
EXISTING INFORMATION.
D. CONTRACTOR TO VERIFY ALL EXISTING SERVICE LOCATIONS.
E. ALL UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. UTILITY DRAWINGS ARE A COMBINATION OF FIELD
TOPOGRAPHIC SURVEYS AND AS-BUILT DRAWINGS PROVIDED BY THE VA AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY UTILITY INFORMATION PRIOR TO BEGINNING CONSTRUCTION.
F. CONTRACTOR IS RESPONSIBLE FOR LOCATING, IDENTIFYING, AND MARKING ALL UTILITY LOCATIONS WITHIN THE LIMITS OF DISTURBANCE OF THE PROJECT SITE. CONTRACTOR TO COORDINATE WITH THE LOCAL UTILITIES PROVIDER. ALL UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. INDIVIDUAL SERVICE LINES ARE NOT SHOWN. ACCURATE LOCATIONS OF EXISTING BELOW GROUND UTILITIES (I.E. CABLES, ELECTRIC WIRES, GAS, AND WATER LINES) ARE TO BE VERIFIED AND LOCATED BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR IS BE RESPONSIBLE FOR BECOMING FAMILIAR WITH ALL UTILITY REQUIREMENTS SET FORTH ON THE PLANS AND IN THE TECHNICAL SPECIFICATIONS AND SPECIAL
PROVISIONS.
G. CONTRACTOR TO COORDINATE WITH THE COR TO SHUT-OFF AND/OR DISCONNECT ALL UTILITY SERVICE CONNECTIONS FROM THE BUILDINGS TO BE REMOVED; REFER TO CD401 FOR BUILDING LOCATIONS.
H. DO NOT TRENCH OR PERFORM OTHER CONSTRUCTION OR DEMOLITION WORK WITHIN TREE PROTECTION LIMITS FOR TREE SHOWN TO REMAIN (REFER TO LP401 FOR MORE INFORMATION). IF CONTRACTOR CANNOT EASILY PULL LINE SHOWN TO BE DEMOLISHED, CONTRACTOR WILL ABANDON IN PLACE THOSE SECTIONS OF
UTILITY LINE WITHIN THE TREE PROTECTION LIMITS.
I. THE GENERAL SCOPE OF WORK FOR BUILDING 9H IN THIS PROJECT IS TO DEMOLISH ENTIRE BUILDING AND ALL ASSOCIATED COMPONENTS. REMOVE ALL EQUIPMENT, LIGHTING, PANELS, BRANCH CIRCUITS, ALL ELECTRICAL POWER CABLING FEEDING INTO AND OUT OF THE BUILDING, AND EXISTING DUCT BANK BETWEEN BUILDING 344 AND BUILDING 9H. NO BURIED CABLES SHALL BE ABANDONED IN PLACE. SEE DETAIL F1 ON THIS SHEET FOR GENERAL- INFORMATION AND AREA OF SOW, AND SEE DRAWING ED102 FOR PICS AND OTHER
DETAILS TO GIVE OVERALL GENERAL INFORMATION RELATED TO THE SOW. CONTRACTOR SHALL
DISCONNECT ALL INCOMING AND OUTGOING FEEDERS AND SIGNAL CABLING COMPLETE.
J. THE LOCATION OF ALL ELECTRICAL DISTRIBUTION EQUIPMENT, DEVICES, SYSTEMS EQUIPMENT, CIRCUITS,FEEDERS, TERMINATIONS, ETC., IF INDICATED ON THIS DRAWING WERE TAKEN FROM VARIOUS SOURCES.THE INFORMATION IS DIAGRAMMATIC ONLY AND IS SUBJECT TO VARIATION FROM EXISTING CONDITIONS. IN FACT, CERTAIN EXISTING CONDITIONS MAY NOT BE INDICATED AT ALL. CONTRACTORS
PROPOSING TO DO
K. ANY PART OF THE WORK INDICATED HEREIN OR AS DEFINED IN THE SCOPE OF WORK SHALL REVIEW THE COMPLETE SET OF CONTRACT DOCUMENTS, VISIT THE SITE AND DETERMINE TO HIS/HER SATISFACTION THAT HE/SHE WILL BE ABLE TO COMPLETE ALL WORK REQUIRED FOR THE BID AMOUNT PROPOSED. NOTE ALL WORK IS NOT INDICATED ON THIS PLAN, IN FACT DETAILED LOCATIONS, DEVICE, FIXTURES, CONDUIT, AND
WIRING, ETC. ARE NOT SHOWN.
L. PANEL EP1-314 LOCATED IN BUILDING 314C MUST BE CONNECTED TO NEW SOURCE OF POWER AS SHOWN ON DRAWING EP101 PRIOR TO POWER DEMOLITION WHICH WOULD INTERRUPT THE EXISTING SOURCE OF POWER (VIA CONNECTION BACK TO EMERGENCY GENERATOR IN 344 VIA EMERGENCY PANEL IN BUILDING 9H).
M. COORDINATE WITH ALL TRADES AND THEIR DOCUMENTS FOR THE DEMOLITION. PROVIDE ALL LABOR AND
MATERIAL WHERE REQUIRED.
N. EXISTING FIRE ALARM SYSTEM TO BE DISCONNECTED FROM CAMPUS FIBER FA SYSTEM. CONTRACTOR SHALL
ENSURE DISCONNECTION AND REMOVAL SHALL NOT NEGATIVELY IMPACT CAMPUS FA SYSTEM.
CONTRACTOR SHALL REMOVE, PULL BACK FIBER TO SOURCE, AND ENSURE EXISTING SYSTEM IS ONLINE AND IN OPERATION PRIOR AND AFTER REMOVAL OF BUILDING 9H. FIRE DEPARTMENT EMERGENCY PHONE:
COORDINATE WITH VA COR AND FIRE CHIEF FOR RELOCATION.
O. SEE T SERIES DRAWINGS FOR TELECOMMUNICATION DEMOLITION DETAILS.
CIVIL UTILITY SYMBOLS
EXISTING UNDERGROUND ELECTRIC
SILT FENCE
UNDERGROUND ELECTRIC DEMO
SF SF SF
CONSTRUCTION FENCE
KEY NOTES
1. REMOVE EXISTING ELECTRIC LINES AND RELATED ELECTRICAL EQUIPMENT BACK TO POINT INDICATED AND CAP
LINE RIGHT BEFORE VAULT, INTERSECTION OR TIE-IN POINT TO MAIN. BACKFILL DISTURBED AREA PER THE
DRAWINGS AND SPECIFICATIONS.
2. EXISTING ELECTRICAL MAIN OR BRANCH FEEDER TO OTHER BUILDINGS TO REMAIN OPERATIONAL DURING ALL PHASES OF CONSTRUCTION. DO NOT DAMAGE. NOTIFY COR IMMEDIATELY IF DAMAGE TO ELECTRICAL MAIN
OCCURS.
3. EXISTING PAD MOUNTED CUT OUT SWITCH IN ENCLOSURE TO REMAIN.
4. EXISTING MANHOLE E45 TO REMAIN.
5. REMOVE EXISTING UNDERGROUND FIRE ALARM LINES. TERMINATE AND CAP AT FIRE ALARM PULLBOX IN
CORRIDOR SHOWN IN FIGURE E6 ON DRAWING 344-ED102.
TGCE TEMPORARY CONSTRUCTION ENTRANCE
N
UNDERGROUND FIRE ALARM DEMO
CU402
SCMBVG
SITE PLAN - ENLARGED ELECTRIC UTILITY PLANS
EXISTING CONDITIONS, DEMOLITION SITE PLAN
4C
SF
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TG
CE
BLDG 9H
BL
DG 34
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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
ENLARGED GAS UTILITY PLANS EXISTING CONDITIONS, DEMOLITION
SCALE: 3/64" = 1'
F1
KEY PLAN
NOT TO SCALE
F9 N
NOTES
A. REFER TO C-001 FOR CIVIL ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES.
B. TOPOGRAPHICAL SURVEY INFORMATION PERFORMED BY FREDERICK WARD ASSOCIATES, DATED 25-OCT-2023.
C. THIS DRAWING IS DIAGRAMMATICAL AND INFORMATIONAL, AND MAY NOT SHOW EXACT LOCATION OF EXISTING
INFORMATION.
D. CONTRACTOR TO VERIFY ALL EXISTING SERVICE LOCATIONS.
E. ALL UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. UTILITY DRAWINGS ARE A COMBINATION OF FIELD
TOPOGRAPHIC SURVEYS AND AS-BUILT DRAWINGS PROVIDED BY THE VA AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY UTILITY INFORMATION PRIOR TO BEGINNING CONSTRUCTION.
F. CONTRACTOR IS RESPONSIBLE FOR LOCATING, IDENTIFYING, AND MARKING ALL UTILITY LOCATIONS WITHIN THE LIMITS OF DISTURBANCE OF THE PROJECT SITE. CONTRACTOR TO COORDINATE WITH THE LOCAL UTILITIES PROVIDER. ALL UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. INDIVIDUAL SERVICE LINES ARE NOT SHOWN. ACCURATE LOCATIONS OF EXISTING BELOW GROUND UTILITIES (I.E. CABLES, ELECTRIC WIRES, GAS, AND WATER LINES) ARE TO BE VERIFIED AND LOCATED BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR IS BE RESPONSIBLE FOR BECOMING FAMILIAR WITH ALL UTILITY REQUIREMENTS SET FORTH ON THE PLANS AND IN THE TECHNICAL SPECIFICATIONS AND SPECIAL
PROVISIONS.
G. CONTRACTOR TO COORDINATE WITH THE COR TO SHUT-OFF AND/OR DISCONNECT ALL UTILITY SERVICE CONNECTIONS FROM THE BUILDINGS TO BE REMOVED; REFER TO CD401 FOR BUILDING LOCATIONS.
H. DO NOT TRENCH OR PERFORM OTHER CONSTRUCTION OR DEMOLITION WORK WITHIN TREE PROTECTION LIMITS FOR TREE SHOWN TO REMAIN (REFER TO LP401 FOR MORE INFORMATION). IF CONTRACTOR CANNOT EASILY PULL LINE SHOWN TO BE DEMOLISHED, CONTRACTOR WILL ABANDON IN PLACE THOSE SECTIONS OF
UTILITY LINE WITHIN THE TREE PROTECTION LIMITS.
I. CONTRACTOR TO REMOVE ALL GAS COMPONENTS FROM THE BUILDINGS TO BE REMOVED, AND CAREFULLY
RECYCLE AS MUCH OF THE MATERIAL AS POSSIBLE AS DIRECTED BY THE COR.
J. ENSURE THAT BEFORE DEMOLITION BEGINS AND AFTER LOCKOUT OF SERVICES TO BUILDINGS TO BE
DEMOLISHED THAT ALL SERVICES TO OTHER BUILDINGS REMAIN.
CIVIL UTILITY SYMBOLS
EXISTING GAS LINE
SILT FENCE
GAS LINE DEMO
SF SF SF
CONSTRUCTION FENCE
KEY NOTES
1. REMOVE EXISTING GAS LINE, MANHOLES, AND RELATED GAS LINE AND OVERHEAD WIRE EQUIPMENT BACK TO
POINT INDICATED AND CAP LINE RIGHT BEFORE VAULT, INTERSECTION OR TIE-IN POINT TO MAIN. BACKFILL
DISTURBED AREA PER THE DRAWINGS AND SPECIFICATIONS.
2. EXISTING GAS LINE AND OVERHEAD WIRE MAIN OR BRANCH LINE TO OTHER BUILDINGS TO REMAIN OPERATIONAL DURING ALL PHASES OF CONSTRUCTION. DO NOT DAMAGE. NOTIFY COR IMMEDIATELY IF DAMAGE
TO SANITARY SEWER MAIN OCCURS.
TGCE TEMPORARY CONSTRUCTION ENTRANCE
CD502
B6
CD502
B6
N
CU403
SCMBVG
SITE PLAN - ENLARGED GAS UTILITY PLANS
4C
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
TG
CE
BLDG 9H
BL
DG 34
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
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
ENLARGED WATER UTILITY PLANS EXISTING CONDITIONS, DEMOLITION
SCALE: 3/64" = 1'
F1
KEY PLAN
NOT TO SCALE
F9 N
NOTES
A. REFER TO C-001 FOR CIVIL ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES.
B. TOPOGRAPHICAL SURVEY INFORMATION PERFORMED BY FREDERICK WARD ASSOCIATES, DATED 25-OCT-2023.
C. THIS DRAWING IS DIAGRAMMATICAL AND INFORMATIONAL, AND MAY NOT SHOW EXACT LOCATION OF EXISTING
INFORMATION.
D. CONTRACTOR TO VERIFY ALL EXISTING SERVICE LOCATIONS.
E. ALL UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. UTILITY DRAWINGS ARE A COMBINATION OF FIELD
TOPOGRAPHIC SURVEYS AND AS-BUILT DRAWINGS PROVIDED BY THE VA AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY UTILITY INFORMATION PRIOR TO BEGINNING CONSTRUCTION.
F. CONTRACTOR IS RESPONSIBLE FOR LOCATING, IDENTIFYING, AND MARKING ALL UTILITY LOCATIONS WITHIN THE LIMITS OF DISTURBANCE OF THE PROJECT SITE. CONTRACTOR TO COORDINATE WITH THE LOCAL UTILITIES PROVIDER. ALL UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. INDIVIDUAL SERVICE LINES ARE NOT SHOWN. ACCURATE LOCATIONS OF EXISTING BELOW GROUND UTILITIES (I.E. CABLES, ELECTRIC WIRES, GAS, AND WATER LINES) ARE TO BE VERIFIED AND LOCATED BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR IS BE RESPONSIBLE FOR BECOMING FAMILIAR WITH ALL UTILITY REQUIREMENTS SET FORTH ON THE PLANS AND IN THE TECHNICAL SPECIFICATIONS AND SPECIAL
PROVISIONS.
G. CONTRACTOR TO COORDINATE WITH THE COR TO SHUT-OFF AND/OR DISCONNECT ALL UTILITY SERVICE CONNECTIONS FROM THE BUILDINGS TO BE REMOVED; REFER TO CD401 FOR BUILDING LOCATIONS.
H. DO NOT TRENCH OR PERFORM OTHER CONSTRUCTION OR DEMOLITION WORK WITHIN TREE PROTECTION LIMITS FOR TREE SHOWN TO REMAIN (REFER TO LP401 FOR MORE INFORMATION). IF CONTRACTOR CANNOT EASILY PULL LINE SHOWN TO BE DEMOLISHED, CONTRACTOR WILL ABANDON IN PLACE THOSE SECTIONS OF
UTILITY LINE WITHIN THE TREE PROTECTION LIMITS.
I. CONTRACTOR TO REMOVE ALL WATER COMPONENTS FROM THE BUILDING AND CAREFULLY RECYCLE AS
MUCH OF THE MATERIAL AS POSSIBLE AS DIRECTED BY THE COR/SPECIFICATIONS.
J. ENSURE THAT BEFORE DEMOLITION BEGINS THAT ALL SERVICES TO OTHER BUILDINGS REMAIN.
CIVIL UTILITY SYMBOLS
EXISTING WATER LINE
SILT FENCE
WATER LINE DEMO
SF SF SF
CONSTRUCTION FENCE
KEY NOTES
1. REMOVE EXISTING SUPPLY WATER LINES, MANHOLES, AND RELATED SUPPLY WATER EQUIPMENT BACK TO
POINT INDICATED AND CAP LINE RIGHT BEFORE VAULT, INTERSECTION OR TIE-IN POINT TO MAIN. BACKFILL
DISTURBED AREA PER THE DRAWINGS AND SPECIFICATIONS.
2. EXISTING SUPPLY WATER MAIN OR BRANCH LINE TO OTHER BUILDINGS TO REMAIN OPERATIONAL DURING ALL PHASES OF CONSTRUCTION. DO NOT DAMAGE. NOTIFY COR IMMEDIATELY IF DAMAGE TO WATER MAIN OCCURS.
TGCE TEMPORARY CONSTRUCTION ENTRANCE
2 CD502
B8
CD502
B8
CD502
B8
N
CU404
SCMBVG
SITE PLAN - ENLARGED WATER UTILITY PLANS
4C
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
TG
CE
BLDG 9H
BL
DG 34
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
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
SITE PLAN - ENLARGED TELECOMMUNICATIONS, FIBER OPTIC UTILITY EXISTING CONDITIONS, DEMOLITION
SCALE: 3/64" = 1'
F1
KEY PLAN
NOT TO SCALE
F9 N
NOTES
A. REFER TO C-001 FOR CIVIL ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES.
B. TOPOGRAPHICAL SURVEY INFORMATION PERFORMED BY FREDERICK WARD ASSOCIATES, DATED 25-OCT-2023.
C. THIS DRAWING IS DIAGRAMMATICAL AND INFORMATIONAL, AND MAY NOT SHOW EXACT LOCATION OF EXISTING
INFORMATION.
D. CONTRACTOR TO VERIFY ALL EXISTING SERVICE LOCATIONS.
E. ALL UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. UTILITY DRAWINGS ARE A COMBINATION OF FIELD
TOPOGRAPHIC SURVEYS AND AS-BUILT DRAWINGS PROVIDED BY THE VA AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY UTILITY INFORMATION PRIOR TO BEGINNING CONSTRUCTION.
F. CONTRACTOR IS RESPONSIBLE FOR LOCATING, IDENTIFYING, AND MARKING ALL UTILITY LOCATIONS WITHIN THE LIMITS OF DISTURBANCE OF THE PROJECT SITE. CONTRACTOR TO COORDINATE WITH THE LOCAL UTILITIES PROVIDER. ALL UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. INDIVIDUAL SERVICE LINES ARE NOT SHOWN. ACCURATE LOCATIONS OF EXISTING BELOW GROUND UTILITIES (I.E. CABLES, ELECTRIC WIRES, GAS, AND WATER LINES) ARE TO BE VERIFIED AND LOCATED BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR IS BE RESPONSIBLE FOR BECOMING FAMILIAR WITH ALL UTILITY REQUIREMENTS SET FORTH ON THE PLANS AND IN THE TECHNICAL SPECIFICATIONS AND SPECIAL
PROVISIONS.
G. CONTRACTOR TO COORDINATE WITH THE COR TO SHUT-OFF AND/OR DISCONNECT ALL UTILITY SERVICE CONNECTIONS FROM THE BUILDINGS TO BE REMOVED; REFER TO CD401 FOR BUILDING LOCATIONS.
H. DO NOT TRENCH OR PERFORM OTHER CONSTRUCTION OR DEMOLITION WORK WITHIN TREE PROTECTION LIMITS FOR TREE SHOWN TO REMAIN (REFER TO LP401 FOR MORE INFORMATION). IF CONTRACTOR CANNOT EASILY PULL LINE SHOWN TO BE DEMOLISHED, CONTRACTOR WILL ABANDON IN PLACE THOSE SECTIONS OF
UTILITY LINE WITHIN THE TREE PROTECTION LIMITS.
I. REFER "BUILDING 9H - TELECOMMUNICATIONS DEMOLITION", SHEET "9H-TD001", "SITE PLAN - AREA -"B" - TELECOMMUNICATIONS DEMOLITION PLAN", SHEET "TSD01-B", AND "SITE PLAN - AREA "B" -
TELECOMMUNICATIONS RENOVATION PLAN", SHEET "TSN01-B" FOR ADDITIONAL INFORMATION.
CIVIL UTILITY SYMBOLS
EXISTING UNDERGROUND TELECOM
SILT FENCE
UNDERGROUND TELECOM DEMO
SF SF SF
CONSTRUCTION FENCE
KEY NOTES
1. REFER TO "SITE PLAN - AREA "B" - TELECOMMUNICATIONS DEMOLITION PLAN", SHEET "TSD01-B" AND "SITE PLAN -
AREA "B" - TELECOMMUNICATIONS RENOVATION PLAN", SHEET "TSN01-B" FOR ADDITIONAL INFORMATION.
TGCE TEMPORARY CONSTRUCTION ENTRANCE
NOTE:
EXISTING OPTICAL FIBER AND TELEPHONE COPPER BACKBONE INDICATED AS BEING
REMOVED SHALL NOT BE REMOVED UNTIL THE NEW OPTICAL FIBER SYSTEM IS FULLY
OPERATIONAL AND HAS BEEN COMMISSIONED. ALL SERVICES SHALL BE KEPT
OPERATIONAL AT ALL TIMES DURING ALL PHASES OF CONSTRUCTION. ALL
PROTECTION MEASURES SHALL BE TAKEN TO PROTECT AND MAINTAIN THE NEW
OPTICAL FIBER SYSTEM AT ALL TIMES.
N
CU405
SCMBVG
SITE PLAN - ENLARGED TELECOMMUNICATIONS,
FIBER OPTIC UTILITY EXISTING CONDITIONS,
DEMOLITION SITE PLAN
4C
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
LANDSCAPE PLAN - NEW SEED
SCALE: 3/64" = 1'
F1
KEY PLAN
NOT TO SCALE
F9 N
NOTES
A. REFER TO C-001 FOR CIVIL ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES.
B. ALL EXISTING UNDERGROUND UTILITIES TO REMAIN BUT EXPOSED TO
CONSTRUCTION/DEMOLITION ACTIVITIES ON ADJACENT UTILITIES ARE TO BE PROTECTED
FROM DAMAGE DURING ADJACENT WORK.
C. REPAIR ANY DAMAGED EXISTING GROUND, ASPHALT, SIDEWALKS, CURB AND GUTTER, ETC.
SHOWN TO REMAIN, TO MATCH EXISTING CONDITION BEFORE DAMAGE.
D. REFER TO SHEETS CD401 AND CD501 FOR EXISTING TREE PROTECTION AND OTHER
INFORMATION APPLICABLE TO LANDSCAPING PLAN.
LANDSCAPE NOTES
1. PROTECT EXISTING TREES INSIDE OF THE LIMITS OF DISTURBANCE NOT SCHEDULED TO BE
REMOVED; REFER TO F1/CD501 AND F3/CD501 FOR DETAILS.
2. NOTIFY COR IF ANY TREES ARE DAMAGED BY DEMOLITION ACTIVITIES THAT ARE NOT
INDICATED TO BE REMOVED.
3. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY TREE(S) DAMAGED (BUT SHOWN
TO REMAIN) WITH TREE(S) OF AN EQUAL VALUE AS ASSESSED BY A CERTIFIED ARBORIST.
4. NO SITE DISTURBANCE IS TO OCCUR BEYOND LIMITS OF DISTURBANCE INDICATED OR
WITHIN TREE PROTECTION FENCING FOR TREES SHOWN TO REMAIN ON THIS PLAN.
5. PLAN DEMOLITION ACTIVITIES TO MINIMIZE THE AMOUNT OF PRUNING, TRIMMING, AND
THINNING OF TREE CANOPIES ADJACENT TO BUILDINGS. NO TREES EXCEEDING SIX (6)
INCHES IN DIAMETER MEASURED AT BREAST HEIGHT (DBH) CAN BE REMOVED WITHOUT
PRIOR APPROVAL FROM THE COR.
6. CONTRACTOR TO REMOVE EROSION CONTROL FEATURES (REFER TO CD401) AT
COMPLETION OF THE PROJECT AFTER PERMANENT TURF HAS BEEN ESTABLISHED.
7. PROVIDE NECESSARY WATERING OF EXISTING AND NEW GRASS IN AREAS WITHIN LIMITS OF
DISTURBANCE UNTIL PROJECT AREA IS TURNED OVER TO THE VA AT COMPLETION OF
PROJECT.
8. THE EXISTING TOPOGRAPHIC AND SITE INFORMATION SHOWN HAS BEEN PROVIDED FROM A
SURVEY. CONTRACTOR TO VERIFY ALL INFORMATION SHOWN. VERIFY THE LOCATION AND
PROTECT ALL UTILITIES PRIOR TO THE COMMENCEMENT OF DIGGING. NOTIFY THE COR OF
ANY CONFLICTS.
9. EXTEND LIMITS OF SEEDING TO INCLUDE ALL AREAS OF DISTURBANCE, INCLUDING
GRADING, STAGING, EQUIPMENT TRAVEL PATHS AND UTILITY WORK.
10. REFER TO CU SHEETS FOR UTILITY WORK TRENCHING AREAS THAT ALSO REQUIRE
RE-GRADING AND SEEDING BEYOND THAT SHOWN THIS PLAN.
LIMITS OF WORK AREA/DISTURBANCE
NEW SEED TO MATCH EXISTING; REFER TO SPECIFICATIONS AND
SEED NOTE THIS SHEET
LEGEND
SEED INSTALLATION NOTES
SEEDING PERFORMED BY THE CONTRACTOR: APPLY AT A RATE OF 5 POUNDS OF SEED PER 1,000 SQUARE FEET. PROVIDE TURFGRASS SEED:
QUALITY, FRESH, NEW CROP, WITH GERMINATION OF 90% OR ABOVE, PURITY OF 98% OR MORE, AND CONTAIN NO NOXIOUS WEED SEEDS. THE SEED IS REQUIRED TO BE TALL FESCUE (A BLEND OF AT LEAST TWO CULTIVARS), MAY ALSO CONTAIN 0-20% PERENNIAL RYEGRASS (A BLEND OF AT LEAST TWO CULTIVARS) AND MAY CONTAIN UP TO 10% FINE FESCUE. ONLY STRAINS (CULTIVARS) THAT ARE ADAPTED IN MARYLAND AND SURROUNDING AREAS ARE ALLOWED. ANY SUBSTITUTION OF SEED TYPE, WEIGHT OR APPLICATION MUST BE SPECIFICALLY APPROVED. COPIES OF THE SEED LABELS ARE REQUIRED TO BE SUBMITTED TO THE COR PRIOR TO OVER SEEDING. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE REQUIRED SEED IN SUFFICIENT TIME FOR APPLICATION. THE EXISTING TOPSOIL SOILS MAY BE EVALUATED FOR SUITABILITY FOR USE IN PLANTING. THE CONTRACTOR SHALL PLACE A MINIMUM OF 4" OF QUALITY TOPSOIL IN ALL AREAS DESIGNATED FOR SEEDING. TOPSOIL MUST BE FREE OF DEBRIS, STONES LARGER THAN 1" IN DIAMETER, AND ANY CONTAMINANTS HARMFUL TO PLANT GROWTH. AN OPTIMAL THICKNESS OF 6" IS PREFERRED WHERE FEASIBLE AND WITHIN BUDGET CONSTRAINTS. THE TOPSOIL SHALL BE FERTILE, WELL-DRAINING, AND CAPABLE OF SUPPORTING HEALTHY PLANT GROWTH, CONTAINING NECESSARY ORGANIC MATTER AND NUTRIENTS. REFER TO SPEC 32 90 00 - 4 FOR MORE
INFORMATION ABOUT SEEDING.
CONTRACTOR NOTE:
INCLUDED IN BID FOR ISOLATED RE-GRADING AND SEEDING AT TREES TO BE
REMOVED AND UTILITY TRENCHING AREAS LOCATED ON THIS PLAN. SUCH AREAS
OUTSIDE OF THE HATCHED QUANTIFIED AREAS ARE NOT SPECIFICALLY
QUANTIFIED ON THIS SHEET.
KEY NOTES
1. NEW SEEDED AREA TO MATCH EXISTING; REFER TO SPECIFICATIONS FOR INFORMATION.
2. REFER TO SPECIFICATON 32 90 00 - 4 FOR SEED BLEND/MIXTURE AND HYDROSEEDING
N
LP402
SCMBVG
SITE PLAN - LANDSCAPE PLAN
SITE PLAN
(TO REMAIN)
DN
UP
UP
DNDN
UP
SLOPE SLOPE
RAMP DN
RAMP DN
LANDING
DN
DN
UP
DN
UP
DN
RAMP DN
PORCH PORCH
PIPE CHASE
157A
PIPE CHASE
TOILET
156A
TOILET
155A
TOILET
ELECTRICAL
TOILET
168A
STORAGE
ELECTRICAL PANEL
HAC
141B
TOILET
NO
UR
ISH
ME
NT
RM
DATA/
ELECTRICAL
PANEL
PIPE CHASE
113A
PIPE CHASE
113GLASS ENCLOSED
SMOKING AREA
CORRIDOR
ELEVATOR
BED RM
STAIR
BED RM
SHOWER/
TUB RM
TOILET
151A
BED RM
BED RM
TOILET
153ATOILET
152A
VESTIBULE
LAUNDRY RM
158A
BED RM
CORRIDOR
STAFF BREAK RM
VISITOR RM
BED RM
STAIRCORRIDOR
BED RM
TOILET
163A
TOILET
164A
HAC
BED RM
ELEVATOR
SOILED
LINEN
COMPUTER RM
COMPUTER RM
BED RM
TOILET
145A
TOILET
146A
CORRIDOR
RECEPTION
STORAGE
168B
HAC
BREAK RM
DATA
MEN'S
LOCKER
WOMEN'S LOCKER
VACANT
137B
PANTRY
137A
CLOTHING
STORAGE
VACANT
UNIFORM RM
MEN'S
TOILET
WOMEN'S
TOILET
DINING RM
PANTRY
141A
STAIR
STORAGE
141C
CORRIDOR
TOILET
107A
HAC
105 BED RM
STORAGE
TOILET
104A
TOILET
102A
DAY RM
CORRIDOR
BED RM
OFFICE
TOILET
HAC
STORAGE
LAUNDRY
RM
VESTIBULE
CORRIDOR
BED RM
STORAGE
TOILET
109A
BED RM
BED RM
TOILET
110A
VISITOR RM
111 HAC
LINEN
CLOSET
STAIR
TOILET
125A
TELEPHONE
CLOSET
STAIR
BED RM
TOILET
115A
TOILET
114A
BED RM
LAUNDRY RM
VESTIBULE
112A SUPPLY
SHOWER/
TUB RM
BED RM
TOILET
117A
TOILET
118A
BED RM
BUILDING
314C
PHASE 5
PHASE 4.1
BUILDING 9H
CONNECTING
CORRIDOR
PHASE 4.2 & 4.3
PHASE 3.4
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
SSBVG
9H&314C-AD099
9H&314C
UNEXCAVATED
FAC
CLOSET
21D
PIP
E C
HA
SE
MORTUARY
REFR
FIRE HOSE CABINET
STAIR
VACANT
STORAGE VACANT
VACANT
21-B
VACANT
21-A
VACANT
17-A
CLOSET
22-A
STORAGE
27-A
VACANT
NCCC STORAGE
VACANT
20-A
VACANT
VACANT
21-C
CORRIDOR
CORRIDOR
VACANT
27-B
UNIFORM STORAGE
27 STORAGE
STORAGE
VACANT
STORAGE
18-A
CORRIDOR
CORRIDOR
MECH
29-A
STORAGE
CORRIDOR
VACANT
CORRIDOR
STORAGE
BLAST HEATER RM
STAIR
STAIR STAIR
STORAGE
VACANT
ELEVATOR
STORAGE
ELEVATOR
STAIR
STAIR
VACANT
HEATER RM
STORAGE
TRANSFORMER RM
16-A
VACANT
VACANT
VACANT
STORAGE
VACANT
VACANT
STAIR STAIR
OFFICE
STORAGE
3-A
VACANT
VACANT
VACANT
VACANT
FF ELEV: +/- 22.20'
BUILDING 9H
TO BE DEMOLISHED
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
SSBVG
9H-AD100
9H
(TO REMAIN) AE101
F2, F6
AD201
F7
FF ELEV: 29.67'
FINISH GRADE ELEV: +/- 27.00'FINISH GRADE ELEV: +/- 27.00'
AD202
F2 , F5
DN
UP
UP
DNDN
UP
SLOPE SLOPE
RAMP DN
RAMP DN
LANDING
DN
DN
UP
DN
UP
DN
RAMP DN
PORCH PORCH
PIPE CHASE
157A
PIPE CHASE
TOILET
156A
TOILET
155A
TOILET
ELECTRICAL
TOILET
168A
STORAGE
ELECTRICAL PANEL
HAC
141B
TOILET
NO
UR
ISH
ME
NT
RM
DATA/
ELECTRICAL
PANEL
PIPE CHASE
113A
PIPE CHASE
113GLASS ENCLOSED
SMOKING AREA
CORRIDOR
ELEVATOR
BED RM
STAIR
BED RM
SHOWER/
TUB RM
TOILET
151A
BED RM
BED RM
TOILET
153ATOILET
152A
VESTIBULE
LAUNDRY RM
158A
BED RM
CORRIDOR
STAFF BREAK RM
VISITOR RM
BED RM
STAIRCORRIDOR
BED RM
TOILET
163A
TOILET
164A
HAC
BED RM
ELEVATOR
SOILED
LINEN
COMPUTER RM
COMPUTER RM
BED RM
TOILET
145A
TOILET
146A
CORRIDOR
RECEPTION
STORAGE
168B
HAC
BREAK RM
DATA
MEN'S
LOCKER
WOMEN'S LOCKER
VACANT
137B
PANTRY
137A
CLOTHING
STORAGE
VACANT
UNIFORM RM
MEN'S
TOILET
WOMEN'S
TOILET
DINING RM
PANTRY
141A
STAIR
STORAGE
141C
CORRIDOR
TOILET
107A
HAC
105 BED RM
STORAGE
TOILET
104A
TOILET
102A
DAY RM
CORRIDOR
BED RM
OFFICE
TOILET
HAC
STORAGE
LAUNDRY
RM
VESTIBULE
CORRIDOR
BED RM
STORAGE
TOILET
109A
BED RM
BED RM
TOILET
110A
VISITOR RM
111 HAC
LINEN
CLOSET
STAIR
TOILET
125A
TELEPHONE
CLOSET
STAIR
BED RM
TOILET
115A
TOILET
114A
BED RM
LAUNDRY RM
VESTIBULE
112A SUPPLY
SHOWER/
TUB RM
BED RM
TOILET
117A
TOILET
118A
BED RM
FF ELEV: +/- 33.20'
BUILDING
314C
BUILDING 9H
AND CONNECTING CORRIDOR
(TO BE DEMOLISHED)
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
SSBVG
9H&314C-AD101
9H&314C
DN
DNDN
DN
DN UP DN
DN
UP
FIRE HOSE STAIRWAY
TO ATTIC
TO ATTIC
HOUSEKEEPING
LAUNDRY
CHUTE
TOILET
255A
ELECTRICAL
260TELE CLOSET
ELECTRICAL
WOMEN'S
TOILET
PIP
E C
HA
SE
PIP
E C
HA
SE
TOILET
215A
ELECTRICAL
HOUSEKEEPING
ELECTRICAL
STORAGE
CORRIDOR
CORRIDOR
TOILET
253ATOILET
252A
BED RM
STAIR
BED RM
TOILET
256A
PIP
E C
HA
SE
LAUNDRY RM
TOILET
251A
BED RM
BED RM
BED RM
OFFICE
259JAN
249LAVATORY
SHOWER TUB RM
STAIR
BREAK
RM
NURSE
STATION
STORAGE
267B
TOILET
267A
LOUNGE
BED RM
TOILET
264A
TOILET
263A
BED RM
BREAK RM
BED RM
TOILET
245A
TOILET
246A
BED RM
MEDICINE RM
LAUNDRY RM
ELEVATOR
IRON STAIR
CORRIDOR
ACTIVITIES RM
OCCUPATIONAL
THERAPY CLINIC
LAUNDRY
MEN'S
TOILET
PT AREA
STORAGE
CORRIDOR
STAIR
REC-THERAPY
OFFICE
PT AREA
CORRIDOR
SHOWER RM
SHOWER/
TUB RM
SUPPLY
BED RM
TOILET
217ATOILET
218A
BED RM
STAIR
BED RM
TOILET
214A
BED RM
BED RM
TOILET
210A
OFFICE
STORAGE
TOILET
209A
BED RM
JAN
LINEN
TOILET
BED RM
STORAGE
201A
BED RM
STORAGE
TOILET
202A
TOILET
204A
BED RM
TOILET
207A
CORRIDOR
BREAK-CUT RM
LOUNGE
BED RM
TOILETSTAIR
ELEVATOR
DAY RM
TEL
NOURISHMENT
PIP
E C
HA
SE
FF ELEV: +/- 45.20'
BUILDING 9H
TO BE DEMOLISHED
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
SSBVG
9H-AD102
9H
EQUIPMENT
ACCESS HATCH
ACCESS SCUTTLE
EQUIPMENT
ACCESS HATCH
ATTIC
STAIR
ELEVATOR
MACHINE RM
SHAFT SHAFT
FF ELEV: +/- 56.29'
BUILDING 9H
TO BE DEMOLISHED
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
SSBVG
9H-AD103
9H
F4
AD201
1'-8"
VIF
1'-9 3/4"
VIF
6'-0" VIF
F1
5 4
B4
FF ELEV: 29.67'
FF ELEV: 33.20'
AREA TO REMAIN
AREA TO REMAIN
BUILDING 314C
FINISH FLOOR
EL: 29.67'
BUILDING
314C TO REMAINCONNECTING
CORRIDOR
TO BE
DEMOLISHED
EL: 33.20' BUILDING 314C
FINISH FLOOR
EL: 29.67'
BUILDING 9H
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
SSBVG
9H&314C-AD201
9H&314C
D1
CORRIDOR
IC-C3
CORRIDOR
IC-C1
CONNECTING
CORRIDOR
6'- 0"
M
IN
AREA TO REMAIN
AREA TO REMAIN
FF ELEV: 29.67'
CORRIDOR
IC-C3
CORRIDOR
IC-C1
N1
N1
N2 N2
FF ELEV: 29.67'
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
SSBVG
314C-AD202
314C
TO
B
LD
G
9H
NOT TO SCALED1 BUILDING 9H - EAST EXTERIOR ELEVATIONS
NOT TO SCALEF1 BUILDING 9H - NORTH WEST INTERIOR ELEVATION
NOT TO SCALE
BUILDING 9H - SOUTH EXTERIOR ELEVATION
NOT TO SCALE
D6 BUILDING 9H - SOUTH EAST INTERIOR ELEVATION
NOT TO SCALE
F7 BUILDING 9H - SOUTH EXTERIOR ELEVATION KEY PLAN
NOT TO SCALE
F9
D8
NOT TO SCALE
D8 BUILDING 9H - ENLARGED SECTION
AD901
F3
AD901D1
AD901
F7
AD901
F1
AD901
D6
AREA TO BE
DEMOLISHED
AREA TO
REMAIN
AREA TO BE
DEMOLISHED
AREA TO
REMAIN
AREA TO
REMAIN
AREA TO BE
DEMOLISHED
AREA TO
REMAIN
AREA TO BE
DEMOLISHED
AREA TO BE
DEMOLISHED
AREA TO
REMAIN
AREA TO BE
DEMOLISHED
AREA TO
REMAIN
AREA TO BE
DEMOLISHED
AREA TO
REMAIN
AREA TO
REMAIN
AREA TO BE
DEMOLISHED
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
9H-AD901
SCMBVG
EXISTING CONDITONS CORRIDOR TO BE
DEMOLISHED 9H
9'-53
4" VIF
CORRIDOR
C-C3
CORRIDOR
C-C1
AE201
F7
C7
10"2'-8"
MASONRY
OPENING
4'-4" FOF
2' -2
" F O
F
CORRIDOR
C-C3
CORRIDOR
C-C1
7' - 10" CH
8' - 8" CH
7' - 0" CH
314C-AE101
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
SSBVG
A
314C TO REMAIN
BUILDING 314C
EL: 29.67'
314C TO REMAIN
BUILDING 314C
FINISH FLOOR
EL: 29.67'
314C-AE201
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
SSBVG
A
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
(ALL NOTES MAY NOT APPLY TO THIS SHEET):
A. THE CONTRACTOR SHALL FOLLOW SEISMIC RESTRAINT AND DESIGN REQUIREMENTS IN ALL LATEST ADOPTED ALL FEDERAL, NATIONAL, AND ALL ASSOCIATED
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) CODES WITH ALL AMENDMENTS AS ADOPTED BY THE CURRENT LEGISLATION. INCLUDING BUT NOT LIMITED TO INTERNATIONAL BUILDING CODE (IBC), NFPA 70 - NATIONAL ELECTRIC CODE (NEC), NFPA 72 - NATIONAL FIRE ALARM AND SIGNALING CODE, ETC. (COORDINATE WITH ALL
APPLICABLE VA OIT STANDARDS)
B. THE TERM "PROVIDE" SHALL MEAN THE CONTRACTOR SHALL FURNISH AND INSTALL ITEMS AND CONNECT AS REQUIRED TO OBTAIN A COMPLETE WORKING SYSTEM.
C. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ALL FEDERAL, NATIONAL, AND ALL ASSOCIATED NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) CODES. INCLUDING BUT NOT LIMITED TO INTERNATIONAL BUILDING CODE (IBC), NFPA 70 - NATIONAL ELECTRIC CODE (NEC), NFPA 72 - NATIONAL FIRE ALARM AND
SIGNALING CODE, ETC. (COORDINATE WITH ALL APPLICABLE VA OIT STANDARDS)
D. ALL WORK SHALL BE COORDINATE WITH VA COR, EXISTING CONDITIONS, NEW CONSTRUCTION, MANUFACTURERS, ALL TRADES, AND THEIR DOCUMENTS. THE CONTRACTOR SHALL VISIT THE SITE BEFORE SUBMITTING THEIR BID. CONTRACTOR SHALL CONTACT VA COR FOR AN APPOINTMENT TO VISIT THE SITE. NO ALLOWANCE
WILL BE MADE FOR EXISTING CONDITIONS NOT KNOWN BY THE CONTRACTOR.
E. ALL EXISTING SYSTEMS MUST REMAIN OPERATIONAL DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR TIE-IN/CUT-OVER OF EXISTING SYSTEMS THAT ARE AFFECTED BY THIS PROJECT (INCLUDING BUT NOT LIMITED TO SECURITY/ACCESS CONTROL, PAGING, TELEPHONE, ANY BUILDING MANAGEMENT SYSTEM, AND ALL OTHER NECESSARY CONTROL AND EXISTING SYSTEMS APPLICABLE TO THIS REQUIREMENT). THE CONTRACTOR AND ENGINEERING ARE RESPONSIBLE FOR SUBMITTING TICKETS TO IT DEPARTMENT TO ASSIST IN TIE-IN/CUT-OVER AND SCHEDULING OF NETWORK SWITCHES AND SYSTEMS AS NEEDED. TICKETS MUST BE SUBMITTED NOT LESS THAN 14 CALENDAR DAYS IN ADVANCE OF THE TIE-IN/CUT-OVER AND OTHER SUPPORT AS NEEDED.
F. PROVIDE ALL THE REQUIRED POWER, GROUNDING, BUILDING MANAGEMENT SYSTEM INTERFACES, AND OTHER SYSTEM REQUIREMENTS FOR INSTALLATION OF THE
NEW RACK MOUNTED UPS SYSTEM.
G. INSTALLATION OF NEW EQUIPMENT AND INTERIOR FINISHES IN ALL AREAS AFFECTED BY WORK UNDER THE SCOPE OF THIS PROJECT TO MEET ALL VA OIT STANDARDS.
INCLUDING BUT NOT LIMITED TO: "INFRASTRUCTURE STANDARD FOR TELECOMMUNICATIONS SPACES (ISTS), VERSION 4.0; JUNE 1, 2023 | INFRASTRUCTURE OPERATIONS (IO)", "ISTS, V4.0, APPENDIX B: OIT DESIGN GUIDE TEMPLATE FOR CRITICAL INFRASTRUCTURE IN TELECOMMUNICATIONS SPACES", AND "PHYSICAL SECURITY AND RESILIENCY DESIGN MANUAL (PSRDM), OCTOBER 1, 2020, REVISED JULY 1, 2022".
H. REMOVAL OF ANY EQUIPMENT AND ROOM FITTINGS FROM ANY AREA UNDER THE SCOPE OF WORK SHALL BE STORED PER VA DIRECTION.
I. ALL IDENTIFIED ASBESTOS CONTAINING MATERIALS AND LEAD BASED PAINT AFFECTED BY CONSTRUCTION ACTIVITIES SHALL BE ABATED AND DISPOSED OF IN
ACCORDANCE WITH THE GOVERNING CODES OF THIS CONTRACT. REFER TO (AMA) DRAWINGS.
J. NO MORE THAN THREE CIRCUITS (3-HOT, 3-NEUTRAL, PLUS GROUND CONDUCTORS) SHALL BE PULLED IN A SINGLE CONDUIT. CONDUCTORS MUST BE OF THE SAME SIZE (UNO) AND ALL CIRCUITS MUST HAVE A DEDICATED NEUTRAL. SIZE GROUND PER VA OIT STANDARDS, MINIMUM SIZE PER NEC. ALL PANELBOARDS AND WIRING
SHALL MEET NEC 210.4 MULTIWIRE BRANCH CIRCUITS.
K. A CODE-SIZE INSULATED GROUND CONDUCTOR SHALL BE PROVIDED IN ALL FEEDER AND BRANCH CIRCUIT CONDUITS. THIS INCLUDES EXISTING DEVICES LOCATED
WITHIN THE RENOVATED AREA THAT ARE TO REMAIN, REPLACE DEVICES AS REQUIRED.
L. ALL THHN/THWN/THHW/THW/XHHW CONDUCTORS ARE SIZED BASED ON 75°C TEMPERATURE RATING. ALL TERMINATIONS FOR ALL EQUIPMENT AND DEVICES SHALL BE LISTED AND IDENTIFIED FOR USE WITH 75°C CONDUCTORS. IF THE CONTRACTOR PROVIDES TERMINATIONS OF LESS THAN 75°C, THE ASSOCIATED CONDUCTOR SIZES SHALL BE INCREASED DUE TO THE DERATING AMPACITY PER NEC TABLE 310-16. CONTRACTOR SHALL MAKE ALL CHANGES (I.E. CONDUIT SIZES, ETC.) AS NECESSARY
AND SHALL MAKE ALL REVISIONS ON "AS-BUILT" DRAWINGS.
M. MINIMUM CONDUIT SIZE IS 3/4 INCH, MINIMUM WIRE SIZE IS #12 AWG (COPPER CONDUCTOR THHN/THWN), UNLESS OTHERWISE NOTED ON PLANS OR IN CIRCUIT
REVIEWS.
N. ALL CONDUIT SHALL BE RUN CONCEALED WHEREVER POSSIBLE ABOVE CEILINGS, INSIDE WALLS, OR UNDER FLOOR SLAB (ONLY WHERE SHOWN DASHED ON PLAN), UNLESS OTHERWISE NOTED ON PLAN. IN HIGH-BAY (NO CEILING) AREAS, RUN EXPOSED CONDUIT HIGH AS POSSIBLE. ALL CONDUIT SHALL BE RUN PARALLEL OR PERPENDICULAR TO NEARBY SURFACE OR STRUCTURAL MEMBERS AND FOLLOW THE SURFACE CONTOURS AS MUCH AS PRACTICAL. NO CONDUIT SHALL BE INSTALLED IN FLOOR SLAB UNLESS SPECIFICALLY NOTED OTHERWISE. CONDUITS IN TELECOMMUNICATIONS SPACES MAY BE RAN EXPOSED.
O. CONTRACTOR SHALL PROVIDE RIGID METAL SLEEVES TO FACILITATE PATHWAY (I.E. THRU BLOCK WALLS) FOR ELECTRICAL AND TELECOMMUNICATION DEVICES.
P. PROVIDE ALL NECESSARY TEMPORARY OR PERMANENT CAPS OR PLUGS FOR CONDUITS. DO NOT LEAVE PIPING/ CONDUITS OPEN ENDED. PROVIDE END BUSHINGS FOR ALL STUB-OUTS AND SLEEVES DESIGNATED TO BE UTILIZED FOR THIS PROJECT. COORDINATE WITH THE VA COR FOR SYSTEMS NOT PROVIDED UNDER THIS
CONTRACT.
Q. PROVIDE FIRE STOP TO ALL CONDUITS AND DEVICES PENETRATING FIRE RATED WALLS, SMOKE WALLS AND FLOORS.
R. MOUNTING HEIGHTS ABOVE FINISHED FLOOR (AFF) ARE TO CENTER OF DEVICE UNLESS NOTED OTHERWISE.
S. EQUIPMENT/DEVICES/OUTLETS SHALL BE COORDINATED WITH EXISTING CONDITIONS FOR EXACT LOCATIONS AND MOUNTING, PRIOR TO ROUGH-IN. IF EXACT LOCATIONS AND MOUNTING ARE NOT INDICATED ON THE DRAWINGS, FIELD VERIFY EXACT LOCATIONS AND MOUNTING WITH VA COR AND ALL TRADES.
T. DEVICES SHALL NOT BE INSTALLED BACK-TO-BACK ON A COMMON WALL WHERE CONDITION EXISTS FOR ADJACENT OFFICE ROOMS OR ROOMS WHERE SOUND
TRANSMISSION IS NOT PERMITTED. OR PROVIDE SOUND INSULATION.
U. GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLES SHALL BE CIRCUITED WITH A SEPARATE GROUND WIRE. RECEPTACLES PROTECTED BY A GROUND FAULT CIRCUIT INTERRUPTER CIRCUIT BREAKER SHALL HAVE A DEDICATED NEUTRAL AND A DEDICATED GROUND WIRE PULLED FOR THAT CIRCUIT. FOR ALL RECEPTACLES PROTECTED BY A GROUND FAULT CIRCUIT INTERRUPTER DEVICE SHALL BE WIRED PER MANUFACTURERS RECOMMENDATIONS AND PROVIDE A COVER PLATE WITH
THE FOLLOWING PERMANENTLY ETCHED OR ENGRAVED MARKING: "G.F.C.I. PROTECTED".
V. RECEPTACLES ARE TO BE INSTALLED WITH THE GROUND PIN IN THE TOP POSITION.
W. ELECTRICAL DRAWINGS SHALL BE COORDINATED WITH EXISTING CONDITIONS, ASSOCIATED TELECOMMUNICATIONS DRAWINGS AND TELECOMMUNICATIONS CONTRACTOR FOR DEVICES, CONDUIT ROUTING, ETC. FOR EXACT LOCATIONS BEFORE ROUGH-IN OF NEW ELECTRICAL SYSTEMS.
X. TURN OVER TO THE VA COR ALL MANUFACTURERS' WARRANTIES FOR EQUIPMENT AND MATERIALS PROVIDED.
AC. TURN OVER TO THE VA COR ALL SPARE PARTS AND CABLING.
AD. PROVIDE A NEW UPDATED TYPED PANEL LEDGER/CIRCUIT DIRECTORY FOR EACH NEW AND ALTERED PANELBOARD. PRIOR TO TYPING A NEW DIRECTORY, OBTAIN ASSISTANCE FROM THE VA COR AND DETERMINE ALL EXISTING CIRCUITS THAT ARE TO REMAIN AND/OR RELOCATED. RELOCATE COMPLETE.
AE. NO MC CABLE WILL BE PERMITTED FOR EQUIPMENT POWER AND/OR DATA CONNECTIONS, UNLESS OTHERWISE SPECIFICALLY APPROVED.
AF. COORDINATE WITH ALL SYSTEMS AND TRADES TO PROVIDE COMPLETE DISTRIBUTION SYSTEMS REQUIRED FOR COMPLETE AND OPERABLE SYSTEMS. INCLUDING BUT NOT LIMITED TO: MECHANICAL, PLUMBING, FIRE ALARM, SECURITY, DOOR ELECTRONICS, INTERCOM, PAGING, ALL OWNER'S VENDORS, ETC.
AG. COORDINATE ALL SECURITY AND DOOR ACCESS WORK WITH SYSTEM'S VENDOR REPRESENTATIVE AND VA COR BEFORE SUBMITTING BIDS AND PROVIDE A COMPLETE AND FULLY CONDUITED SYSTEM. IDENTIFY THE OUTSIDE ALL COVER PLATES IN THE TELECOMMUNICATIONS SPACES AND ABOVE CEILINGS.
AI. COORDINATE EXACT POWER AND SIGNAL-VOLTAGE REQUIREMENTS, LOCATIONS, CONDUITS, AND CABLING REQUIREMENTS FOR ALL SECURITY AND DOOR ACCESS WORK WITH SYSTEM'S VENDOR REPRESENTATIVE AND VA COR BEFORE SUBMITTING BIDS . PROVIDE ALL LABOR AND MATERIALS TO CONNECT COMPLETE.
AJ. CONDUIT AND WIRING REQUIREMENTS FOR ALL CONNECTIONS TO ALL NEW CIRCUIT BREAKERS. CONTRACTOR SHALL MEET ALL NEC REQUIREMENTS:
AK. FOR 20A/1P CIRCUITS, ROUTE 2#12, 1#12 GROUND IN 3/4" CONDUITS FROM DEVICE TO 20 AMP, 1 POLE CIRCUIT BREAKER.
AL. FOR 30A/2P CIRCUITS, ROUTE 2#10, 1#8 NEUTRAL, 1#10 GROUND IN 3/4" CONDUITS FROM DEVICE TO 30 AMP, 2 POLE CIRCUIT BREAKER.
AM. PROVIDE NEW CIRCUIT BREAKERS, FOR ALL EXISTING "SPARE" CIRCUIT BREAKERS BEING USED IN RENOVATION, THAT ARE NOT IN LIKE NEW CONDITION.
EG001
JDM/REWBVG
ELECTRICAL SHEET INDEX, SYMBOLS,
ABBREVIATIONS, GENERAL NOTES, AND
SC…
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