3 of 7 Salem Stormwater Drawings_Addendum A.pdf
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- Z2NZ-- 658-23-108 Correct Stormwater Drainage
- Solicitation number
- 36C24626B0031
About this file
Summary: Demolition Plan - Correct Storm Water Drainage
This document is a series of architectural demolition plans for a federal project at the Salem Veterans Affairs Medical Center (VAMC) located at 1970 Roanoke Boulevard, Salem, Virginia 24153-6404. The plans, prepared by Mabbett & Associates, Inc. and issued at 100% Final Design on August 27, 2025, with an addendum revision dated September 30, 2026, detail selective demolition and removal work across multiple sheets (CD101 through CD109) covering approximately 1,970 acres. The project scope includes removal and disposal of damaged pipe sections, catch basin grates and structures, drain manhole covers and structures, and pipe sections where gaskets have been exposed, with specific instructions to cut and cap certain pipe sections and fill openings with grout. Work areas are distributed across nine distinct demolition plan sheets showing various buildings, lots, and infrastructure systems throughout the facility.
The project requires contractor submission of a Stormwater Pollution Prevention Plan (SWPPP) approved by the Virginia Department of Environmental Quality (VDEQ) and the Cities of Salem and Roanoke prior to work commencement. Work involving asbestos cement and other hazardous materials must comply with Department of Professional and Occupational Regulation (DPOR) guidance, with demolition work plans and notifications submitted to the Department of Labor and Industries (DOLI) in accordance with state requirements; hazardous material disposal must comply with VDEQ and EPA regulations. All disturbed areas including pavement, concrete, sidewalk, and landscape must be repaired and returned to quality equal to or better than existing conditions, with all pavement markings and striping throughout the site restored upon completion.
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OUTFALL 1A/1B CONNECTING
TO THE MS4 SYSTEM OF
THE CITY OF SALEM
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8" CONC
@4.20%.
8" CONC
@18.33%.
15" AC
@1.24%
18" AC
@0.56%
8" CI
24" CMP
10" VCP
@0.91%
10" VCP
8" CI
@1.46%
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@0.50%
10" CI
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10" VCP
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10" CI
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8" CI
@3.13%
32" RCP
@1.27%
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24" VCP
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32" RCP
@2.84%
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24" CMP
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APPROXIMATE LOCATION
OF KARST FORMATION
AREA PER ARCGIS "KARST
AREAS" LAYER
SEE NOTE 2
SEE NOTE 2
A
A
A
STORM PIPE LOCATED WITHIN THE
CURB LINE OF THE GUARD SHACK
MAY BE PLUGGED AND FILLED
WITH FLOWABLE FILL
A
1. REFER TO SHEET C-001 FOR CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.
2. WORK INVOLVING ASBESTOS CEMENT AND OTHER HAZARDOUS MATERIALS SHALL INCLUDE
THE GUIDANCE OF A PROFESSIONAL LICENSED BY THE DEPARTMENT OF PROFESSIONAL AND
OCCUPATIONAL REGULATION (DPOR). ASBESTOS DEMOLITION WORK PLAN AND NOTIFICATION
SHALL BE SUBMITTED TO AND IN ACCORDANCE WITH THE DEPARTMENT OF LABOR AND
INDUSTRIES (DOLI) REQUIREMENTS FOR REVIEW. HAZARDOUS MATERIAL WASTE DISPOSAL
WORK SHALL BE IN ACCORDANCE WITH THE VDEQ AND EPA REGULATIONS.
3. SURPLUS AND UNSUITABLE SOIL SHALL BE REMOVED AND LAWFULLY DISPOSED IN
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS.
4. THE CONTRACTOR SHALL SUBMIT A SWPPP AND HAVE IT APPROVED BY THE VDEQ AND THE
CITY OF SALEM AND ROANOKE PRIOR TO BEGINNING WORK. SWPPP SHALL BE MAINTAINED
THROUGH THE DURATION OF CONSTRUCTION AND AMENDED AS NECESSARY AS CHANGES
ARISE.
5. ALL DISTURBED AREAS SUCH AS, BUT NOT LIMITED TO PAVEMENT, CONCRETE, SIDEWALK,
LANDSCAPE, ETC. SHALL BE REPAIRED AND RETURNED TO A QUALITY EQUAL OR BETTER THAN
EXISTING CONDITIONS.
6. THE CONTRACTOR SHALL RESTORE ANY DISTURBED PAVEMENT MARKING AND STRIPING
THROUGHOUT THE SITE.
7. GRAY COLORED KEY NOTE MEANS NOT USED ON THIS SHEET
CD101
DEMOLITION PLAN
SCALE: 1" = 50'
0 100 150 200
KEY NOTES
NOTES
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseArchitect/Engineer of Record StampConsultant
321 4 5 6 7 8 9 10
Sprinkler Status
Correct Storm Water Drainage
1970 Roanoke Boulevard Salem, VA 24153-6404
658-23-108
01.28.2026 RBB KRS/PEH
100% FINAL DESIGN
# Revisions Date
Scientists I Engineers I Program Managers
Mabbett & Associates, Inc.
105 Central Street Stoneham, MA 02180-1248
T. 781-275-6050 www.mabbett.com
Mabbett
C
D d w g
Page of 59
1 ADDENDUM A - REVISION PER BIDDERS' QUESTIONS 9/30/2026
S E
E
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H E
E T
C
D
SEE SHEET CD105
SEE SHEET CD106
1. REMOVE AND DISPOSE SELECTIVE DAMAGED PIPE SECTION
2. REMOVE AND DISPOSE PIPE SECTION
3. REMOVE AND DISPOSE PIPE SECTIONS WHERE GASKET HAS BEEN EXPOSED
4. REMOVE AND DISPOSE CATCH BASIN GRATE
5. REMOVE AND DISPOSE CATCH BASIN
6. REMOVE AND DISPOSE MANHOLE COVER
7. REMOVE AND DISPOSE DRAIN MANHOLE
8. CUT & CAP PIPE SECTION AND FILL OPENING WITH GROUT
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CB-9
CB-10
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DMH-58
DMH-52
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CB-11
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CB-67
CB-66
DMH-106E
DMH-85CB-68
CB-69
CB-73
CB-72
CB-71
CB-70
DMH-107
CB-75
CB-78
CB-50C
CB-77
CB-76
CB-79
CB-80
DMH-54
CB-12
CB-81
DMH-48
(BURIED)
DMH-47A
DMH-51
(BURIED)
DMH-50A
DMH-49
DMH-14
DMH-12
DMH-18
DMH-102E
DMH-83
DMH-84
DMH-F
DMH-D
DMH-15
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DMH-13
DMH-48A
CB-95
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DMH-101W
DMH-100W
DMH-E
DMH-50B
CB-84
TD-17
CB-96
CB-92
CB-74
DMH-47
CB-109
CB-108
TD-13
TD-14
TD-15
TD-16
TD-18
DMH-89
(BURIED)
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BALLFIELD
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@4.84%
8" VCP
@0.40%
8" VCP
@0.67%
8" VCP
@2.55%
18" AC
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8" CI
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@0.50%
24" AC
@0.59%
18" AC
@0.42%
12" CI
@0.66%
21" AC
@0.66% 18" AC
@0.58%
30" RCP
@1.94%
30" RCP
@1.81%
12" CI
@4.74%
8" VCP
@050%
12" VCP
@0.70%
12" VCP
@0.83%
8" VCP
@1.16%
12" VCP
@5.24%
4" DI
@20.25%
6" CI
@1.03%
8" VCP
@0.65%
12" VCP
@1.00%
10" AC
@0.79%
12" RCP
@13.78%
8" AC
@1.22%
8" CI
@1.13%
8" CI
@0.50%
15" AC
@0.99%
15" AC
@0.74%
15" AC
@0.91%
30" RCP
@1.51%
18" RCP
15" RCP
@1.24%
12" VCP
@0.90%
10" CONC.
12" RCP
@1.05%
15" RCP
@3.26%
15" RCP
@2.42%
15" RCP
@1.73%
15" RCP
@1.50%
24" RCP
@1.59%
15" RCP
@2.75%18" CMP
30" RCP
@1.01%
8" VCP
@1.15%
6" CI
6" CI
18" CMP
6" PVC
@0.50%
12" RCP
20" CI
@0.50%
8" PVC
@3.55%
6" CPP
@0.50%
8" VCP
@0.11%
6" CI
@0.31%
4" PVC
8" CI
@0.50%
15" DI
@0.54%
18" AC
@4.92%
8" CI
@5.95%
10" CI
3" CI
@0.50%
3" CI
@0.50%
4" CI
@0.50%
4" CI
@0.45%
4" CI
@0.67%
8" CI
4" CI
@0.50%
6" CI
@0.50%
8" VCP
@1.08%
4" CI
@0.50%
8" CI
@0.50%
15" AC
@15.09%
18" RCP
@4.9%
10" CONC.
@0.50%
15" AC
@3.81%
12" AC
@1.00%
4" CI
@0.50%
4" PVC
@0.50%
15" RCP
@7.04%
10" PVC
SECTION
@7.60%
10" VCP
@7.60%
10" CI
SECTION
@7.60%
12" CI
@0.70%
8" CI
SECTION
8" VCP
SECTION
8" CI
SECTION
6" CI
@0.50%
30" RCP
@2.59%
10" CI
@2.96%
6" CI
6" VCP
@0.50%
6" CI
4" CI
6" CI
4" CI
4" CI
@0.50%
6" CI
@16.59%
4" CI
@0.50%
@0.50%
4" CI
@0.45%
6" CI
@0.50%
12" RCP
@1.38%
10" VCP
@1.30%
8" PVC
@1.30%
8X10 PVC
REDUCER
SEE NOTE 2
SEE NOTE 2
SEE NOTE 2
A
A
1. REFER TO SHEET C-001 FOR CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.
2. WORK INVOLVING ASBESTOS CEMENT AND OTHER HAZARDOUS MATERIALS SHALL INCLUDE
THE GUIDANCE OF A PROFESSIONAL LICENSED BY THE DEPARTMENT OF PROFESSIONAL AND
OCCUPATIONAL REGULATION (DPOR). ASBESTOS DEMOLITION WORK PLAN AND NOTIFICATION
SHALL BE SUBMITTED TO AND IN ACCORDANCE WITH THE DEPARTMENT OF LABOR AND
INDUSTRIES (DOLI) REQUIREMENTS FOR REVIEW. HAZARDOUS MATERIAL WASTE DISPOSAL
WORK SHALL BE IN ACCORDANCE WITH THE VDEQ AND EPA REGULATIONS.
3. SURPLUS AND UNSUITABLE SOIL SHALL BE REMOVED AND LAWFULLY DISPOSED IN
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS.
4. THE CONTRACTOR SHALL SUBMIT A SWPPP AND HAVE IT APPROVED BY THE VDEQ AND THE
CITY OF SALEM AND ROANOKE PRIOR TO BEGINNING WORK. SWPPP SHALL BE MAINTAINED
THROUGH THE DURATION OF CONSTRUCTION AND AMENDED AS NECESSARY AS CHANGES
ARISE.
5. ALL DISTURBED AREAS SUCH AS, BUT NOT LIMITED TO PAVEMENT, CONCRETE, SIDEWALK,
LANDSCAPE, ETC. SHALL BE REPAIRED AND RETURNED TO A QUALITY EQUAL OR BETTER THAN
EXISTING CONDITIONS.
6. THE CONTRACTOR SHALL RESTORE ANY DISTURBED PAVEMENT MARKING AND STRIPING
THROUGHOUT THE SITE.
7. GRAY COLORED KEY NOTE MEANS NOT USED ON THIS SHEET
CD102
DEMOLITION PLAN
SCALE: 1" = 50'
0 100 150 200
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseArchitect/Engineer of Record StampConsultant
321 4 5 6 7 8 9 10
Sprinkler Status
Correct Storm Water Drainage
1970 Roanoke Boulevard Salem, VA 24153-6404
658-23-108
01.28.2026 RBB KRS/PEH
100% FINAL DESIGN
# Revisions Date
Scientists I Engineers I Program Managers
Mabbett & Associates, Inc.
105 Central Street Stoneham, MA 02180-1248
T. 781-275-6050 www.mabbett.com
Mabbett
C
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1 ADDENDUM A - REVISION PER BIDDERS' QUESTIONS 9/30/2026
S E
E
S
H E
SEE SHEET CD106
S E
E
S
H E
S E
E
S
H E
KEY NOTES
NOTES
1. REMOVE AND DISPOSE SELECTIVE DAMAGED PIPE SECTION
2. REMOVE AND DISPOSE PIPE SECTION
3. REMOVE AND DISPOSE PIPE SECTIONS WHERE GASKET HAS BEEN EXPOSED
4. REMOVE AND DISPOSE CATCH BASIN GRATE
5. REMOVE AND DISPOSE CATCH BASIN
6. REMOVE AND DISPOSE MANHOLE COVER
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
W
E E
E
E
E
E
E
E
E
E
E
E
G A
S
G A
S
E
E
E
E
E
BLDG . 11
LOT H
LOT G
LOT H
LOT F
X
X
LOT G
LOT H
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
EX.
EMH
EX.
WV
EX.
FH
EX. FDC
EX.
WV
EX. FH
EX. FH
EX.
RIP-RAP
CO
E
E
X
X
X
X
X
CO
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
EX. FENCE
EX. WMH
EX.
EMH
EX. LP
EX. LP
EX. LP
EX. LP
EX. LP
EX. LP
EX. LP
EX. LP
EX. LP
EX. LP
EX. LP
EX. LP
EX. LP
EX. LP
EX. SIGN
(TYP.)
EX. SIGN (TYP.)
EX. SIGNS (TYP.)
EX. SIGNS (TYP.)
EX.
SIGNS
(TYP.)
EX. SIGN
(TYP.)
EX. SIGN
(TYP.)
EX. GATE
EX. GATE
X
X
CO
CO
CO
D
D
D
D
D D
D
D
GRAVEL PARKING LOT
CB-64
18" PIPE END
INV. 1095.02
CB-65
CB-67
CB-66
DMH-106E
DMH-107
DMH-105E
DMH-104
TD-12
DMH-83
CB-84TD-13
TD-14
D
DMH-86
CO
EX.
TWS
EX.
TWS
EX. SIGNS (TYP.)
EX.
SIGNS (TYP.)
EX. FENCE
EX. FENCE
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.O.P.
SWALE-4
CITY OF SALEM
CITY OF ROANOKE
10" AC
@0.79%
12" RCP
@13.78%
8" AC
@1.22%
8" AC
@0.80%
18" RCP
8" AC
@4.21%
12" RCP
@1.05%
4" CI
4" CI
@0.67%
4" CI
@0.50%
12" AC
@1.00%
4" CI
@0.50%
6" CI
@0.50%
4" CI
@0.50%
6" CI
@16.59%
6" CI
12" RCP
@1.38%
SEE NOTE 2
SEE NOTE 2
SEE NOTE 2
SEE NOTE 2
SEE NOTE 2
1. REFER TO SHEET C-001 FOR CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.
2. WORK INVOLVING ASBESTOS CEMENT AND OTHER HAZARDOUS MATERIALS SHALL INCLUDE
THE GUIDANCE OF A PROFESSIONAL LICENSED BY THE DEPARTMENT OF PROFESSIONAL AND
OCCUPATIONAL REGULATION (DPOR). ASBESTOS DEMOLITION WORK PLAN AND NOTIFICATION
SHALL BE SUBMITTED TO AND IN ACCORDANCE WITH THE DEPARTMENT OF LABOR AND
INDUSTRIES (DOLI) REQUIREMENTS FOR REVIEW. HAZARDOUS MATERIAL WASTE DISPOSAL
WORK SHALL BE IN ACCORDANCE WITH THE VDEQ AND EPA REGULATIONS.
3. SURPLUS AND UNSUITABLE SOIL SHALL BE REMOVED AND LAWFULLY DISPOSED IN
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS.
4. THE CONTRACTOR SHALL SUBMIT A SWPPP AND HAVE IT APPROVED BY THE VDEQ AND THE
CITY OF SALEM AND ROANOKE PRIOR TO BEGINNING WORK. SWPPP SHALL BE MAINTAINED
THROUGH THE DURATION OF CONSTRUCTION AND AMENDED AS NECESSARY AS CHANGES
ARISE.
5. ALL DISTURBED AREAS SUCH AS, BUT NOT LIMITED TO PAVEMENT, CONCRETE, SIDEWALK,
LANDSCAPE, ETC. SHALL BE REPAIRED AND RETURNED TO A QUALITY EQUAL OR BETTER THAN
EXISTING CONDITIONS.
6. THE CONTRACTOR SHALL RESTORE ANY DISTURBED PAVEMENT MARKING AND STRIPING
THROUGHOUT THE SITE.
7. GRAY COLORED KEY NOTE MEANS NOT USED ON THIS SHEET
CD103
DEMOLITION PLAN
SCALE: 1" = 50'
0 100 150 200
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseArchitect/Engineer of Record StampConsultant
321 4 5 6 7 8 9 10
Sprinkler Status
Correct Storm Water Drainage
1970 Roanoke Boulevard Salem, VA 24153-6404
658-23-108
01.28.2026 RBB KRS/PEH
100% FINAL DESIGN
# Revisions Date
Scientists I Engineers I Program Managers
Mabbett & Associates, Inc.
105 Central Street Stoneham, MA 02180-1248
T. 781-275-6050 www.mabbett.com
Mabbett
C
D d w g
Page of 59
S E
E
S
H E
SEE SHEET CD107
S E
E
S
H E
NOTES
KEY NOTES
1. REMOVE AND DISPOSE SELECTIVE DAMAGED PIPE SECTION
2. REMOVE AND DISPOSE PIPE SECTION
3. REMOVE AND DISPOSE PIPE SECTIONS WHERE GASKET HAS BEEN EXPOSED
4. REMOVE AND DISPOSE CATCH BASIN GRATE
5. REMOVE AND DISPOSE CATCH BASIN
6. REMOVE AND DISPOSE MANHOLE COVER
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
EX. FENCE
EX. FENCE
E.O.P.
EX. LP
HEADWALL-6
CB-P3
HEADWALL-7 16" DI
18" RCP
1. REFER TO SHEET C-001 FOR CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.
2. WORK INVOLVING ASBESTOS CEMENT AND OTHER HAZARDOUS MATERIALS SHALL INCLUDE
THE GUIDANCE OF A PROFESSIONAL LICENSED BY THE DEPARTMENT OF PROFESSIONAL AND
OCCUPATIONAL REGULATION (DPOR). ASBESTOS DEMOLITION WORK PLAN AND NOTIFICATION
SHALL BE SUBMITTED TO AND IN ACCORDANCE WITH THE DEPARTMENT OF LABOR AND
INDUSTRIES (DOLI) REQUIREMENTS FOR REVIEW. HAZARDOUS MATERIAL WASTE DISPOSAL
WORK SHALL BE IN ACCORDANCE WITH THE VDEQ AND EPA REGULATIONS.
3. SURPLUS AND UNSUITABLE SOIL SHALL BE REMOVED AND LAWFULLY DISPOSED IN
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS.
4. THE CONTRACTOR SHALL SUBMIT A SWPPP AND HAVE IT APPROVED BY THE VDEQ AND THE
CITY OF SALEM AND ROANOKE PRIOR TO BEGINNING WORK. SWPPP SHALL BE MAINTAINED
THROUGH THE DURATION OF CONSTRUCTION AND AMENDED AS NECESSARY AS CHANGES
ARISE.
5. ALL DISTURBED AREAS SUCH AS, BUT NOT LIMITED TO PAVEMENT, CONCRETE, SIDEWALK,
LANDSCAPE, ETC. SHALL BE REPAIRED AND RETURNED TO A QUALITY EQUAL OR BETTER THAN
EXISTING CONDITIONS.
6. THE CONTRACTOR SHALL RESTORE ANY DISTURBED PAVEMENT MARKING AND STRIPING
THROUGHOUT THE SITE.
7. GRAY COLORED KEY NOTE MEANS NOT USED ON THIS SHEET
CD104
DEMOLITION PLAN
SCALE: 1" = 50'
0 100 150 200
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseArchitect/Engineer of Record StampConsultant
321 4 5 6 7 8 9 10
Sprinkler Status
Correct Storm Water Drainage
1970 Roanoke Boulevard Salem, VA 24153-6404
658-23-108
01.28.2026 RBB KRS/PEH
100% FINAL DESIGN
# Revisions Date
Scientists I Engineers I Program Managers
Mabbett & Associates, Inc.
105 Central Street Stoneham, MA 02180-1248
T. 781-275-6050 www.mabbett.com
Mabbett
C
D d w g
Page of 59
S E
E
S
H E
S E
E
S
H E
SEE SHEET CD109
NOTES
KEY NOTES
1. REMOVE AND DISPOSE SELECTIVE DAMAGED PIPE SECTION
2. REMOVE AND DISPOSE PIPE SECTION
3. REMOVE AND DISPOSE PIPE SECTIONS WHERE GASKET HAS BEEN EXPOSED
4. REMOVE AND DISPOSE CATCH BASIN GRATE
5. REMOVE AND DISPOSE CATCH BASIN
6. REMOVE AND DISPOSE MANHOLE COVER
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
X
X
X
X
X
X
X
X
X
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
C
C
E
W
W
E
E
E
E
E
C
C
C
C
C
C
C
EX. LP
EX. LP
EX. LP
EX. LP
EX. LP
EX. LP
EX. LP
EX. LP EX. LP
EX. LP
EX. GATE
EX.
SHRUBS
EX.
SHRUBS
EX.
SHRUBS
EX.
LP
EX. LP
EX.
BENCH
EX.
DECID. 24"
EX. LP
EX. LP
EX. LP
EX. SIGNEX.
SIGN
EX.
BLDG 77
SIGN
EX. LP
EX.
WV
EX.
SHUTTLE SIGN
EX.
EMERG. BOX
W/ BOLLARDS
EX. WV
EX.WV
EX. CMH
EX. EMH
EX. LPEX.
CMH
EX.WV
EX.TWS
EX.
NO EXIT SIGN
EX.
ONE WAY
SIGN
EX.
WV
EX.FH
EX.
NO PARKING
SIGN
EX.
DO NOT ENTER
SIGN
EX.
WV
EX.
WV
DY/4"
E.O.P.
EX. BENCH
EX.
WV
EX.WV
EX.
DO NOT
ENTER SIGN
EX. STOP/
DO NOT ENTER
SIGN
EX.
WV
EX.WV
E.
O.
P.
EX. WV
EX.
BENCH
EX.
TWS
EX.
TWS
EX. BLDG 76
SIGN
EX.
RESRV. PARKING
SIGNS
EX.
RESRV. PARKING
SIGNS
EX.
SIGN
EX. LP
EX.WV
EX.
LOT R SIGN
EX.
TWS
EX.WVEX.FH
EX. LP
BLDG . 77
BLDG . 76
CO
W
E
S
LOT R
LOT S
LOT T
LOT T
LOT Z
STRUCTURAL
REINFORCED
GRASS
AREA
EX. FH
EX. LP
EX. SIGN
EX. SIGN
EX. SIGNS
EX. SIGNS
EX. FH
EX. WV
EX. SIGNS
EX. WMH EX. EMH
EX.
TRANS.
EX.
FUEL TANKS
EX.
SSWR-MH9E
EX. TRANS.
EX.
TRANS.
EX. FENCE
EX. EB
CO
S
S
S
S
S
S
S
S
S
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
CO
CO
CO
CO
PL
CC
C
UR
B
E.O.P.
E.O.P.
E.O.P.
D
D
D
D
D
D
D
D
D
D
CB-17
CB-18
DMH-102W
DMH-114
CB-19
CB-20
CB-21
CB-103W
CB-104W
DMH-105W
DMH-121
DMH-106W
CB-26
CB-107
CB-24
YD-1
DMH-120
DMH-115
(BURIED)
DMH-117
DMH-118
(BURIED)
DMH-116
(BURIED)
DMH-127
(BURIED)
EX.
SIGN
EX. SIGN
E.O.P.
EX.FH
W
W
W
W
W
W
W
W
CC
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
10" CONC.
@3.21%10" CONC.
@1.30%
10" CONC.
@0.50%
12" AC
@0.50%
6" CI
@7.14%
6" CI
@0.50%
10" AC
@0.25%
6" CI
@4.06%
8" CONC
@1.36%
8" CONC
@6.99%.
8" CI
@25.99%
8" CONC
@7.50%.8" CONC
@25.69%.
4" PVC
8" CI
@4.35%
12" AC
@1.19%
8" VCP
@0.50%
8" CI
@0.50%
6" CI
8" CI
@1.00%
8" CONC
@2.00%
4" CI
6" CI
@0.50%
6" CI
@0.50% 8" CI
@0.50%
@0.50%
12" AC
@0.33%
6" CI
6" CI
6" CI
15" AC
@1.24%
6" CI
6" CI
6" CI
@0.50%
6" CI
@0.50%
SEE NOTE 2
SEE NOTE 2
SEE NOTE 2
SEE NOTE 2
SEE NOTE 2
1. REFER TO SHEET C-001 FOR CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.
2. WORK INVOLVING ASBESTOS CEMENT AND OTHER HAZARDOUS MATERIALS SHALL INCLUDE
THE GUIDANCE OF A PROFESSIONAL LICENSED BY THE DEPARTMENT OF PROFESSIONAL AND
OCCUPATIONAL REGULATION (DPOR). ASBESTOS DEMOLITION WORK PLAN AND NOTIFICATION
SHALL BE SUBMITTED TO AND IN ACCORDANCE WITH THE DEPARTMENT OF LABOR AND
INDUSTRIES (DOLI) REQUIREMENTS FOR REVIEW. HAZARDOUS MATERIAL WASTE DISPOSAL
WORK SHALL BE IN ACCORDANCE WITH THE VDEQ AND EPA REGULATIONS.
3. SURPLUS AND UNSUITABLE SOIL SHALL BE REMOVED AND LAWFULLY DISPOSED IN
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS.
4. THE CONTRACTOR SHALL SUBMIT A SWPPP AND HAVE IT APPROVED BY THE VDEQ AND THE
CITY OF SALEM AND ROANOKE PRIOR TO BEGINNING WORK. SWPPP SHALL BE MAINTAINED
THROUGH THE DURATION OF CONSTRUCTION AND AMENDED AS NECESSARY AS CHANGES
ARISE.
5. ALL DISTURBED AREAS SUCH AS, BUT NOT LIMITED TO PAVEMENT, CONCRETE, SIDEWALK,
LANDSCAPE, ETC. SHALL BE REPAIRED AND RETURNED TO A QUALITY EQUAL OR BETTER THAN
EXISTING CONDITIONS.
6. THE CONTRACTOR SHALL RESTORE ANY DISTURBED PAVEMENT MARKING AND STRIPING
THROUGHOUT THE SITE.
7. GRAY COLORED KEY NOTE MEANS NOT USED ON THIS SHEET
CD105
DEMOLITION PLAN
SCALE: 1" = 50'
0 100 150 200
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseArchitect/Engineer of Record StampConsultant
321 4 5 6 7 8 9 10
Sprinkler Status
Correct Storm Water Drainage
1970 Roanoke Boulevard Salem, VA 24153-6404
658-23-108
01.28.2026 RBB KRS/PEH
100% FINAL DESIGN
# Revisions Date
Scientists I Engineers I Program Managers
Mabbett & Associates, Inc.
105 Central Street Stoneham, MA 02180-1248
T. 781-275-6050 www.mabbett.com
Mabbett
C
D d w g
Page of 59
SEE SHEET CD101
S E
E
S
H E
KEY NOTES
NOTES
1. REMOVE AND DISPOSE SELECTIVE DAMAGED PIPE SECTION
2. REMOVE AND DISPOSE PIPE SECTION
3. REMOVE AND DISPOSE PIPE SECTIONS WHERE GASKET HAS BEEN EXPOSED
4. REMOVE AND DISPOSE CATCH BASIN GRATE
5. REMOVE AND DISPOSE CATCH BASIN
6. REMOVE AND DISPOSE MANHOLE COVER
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
C
E
E
C
C
C
C
C
C
C
C
C
C
C
C
C
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
C
C
C
C
C
C
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
A
S
G
A
S
G
A
S
G A
S
GAS
GAS
G A
S
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
T
S
T
S
T
S
T
S
T
S
T
C
C
C
C
C
C
W
W
G
A
S
G
A
S
E
E
W
W
E
E
E
E
E
W
C
ST
ST
W
S
S
ST
W
C
C
C
E
E
S C
C
C
C
S
E
S
S S
S
S
E
E
E
S
S
E
S
S
E
C
C
C
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
S
C
C
C
C
C
C
C
E
C
C
C
C
C
C
C
C
E
E
E E
E
E
E
W
E
E E
W
W
W
EX. LP
CONC. SIDEWALK
CONC. SIDEWALK
EX. WV
EX. LP
EX. LP EX. LP
SHRUBS
EX. LP
EX. LP
EX.
BLDG 77
SIGN
EX. LP
EX. WV
EX.WV
EX. CMH
EX. EMH
EX. LPEX.
CMH
EX.WV
EX.FH
EX.WV
EX. LP
EX. BENCH
EX. BENCH
EX. STM-MH
EX. WV
EX. BENCH
EX. DECID. 24"
EX.TWS
EX.TWS
EX. FH
EX.TWS EX.TWS
EX. WV
SIGN
EX. BLDG 1
SIGN
EX. BENCH
EX. STREET SIGN
EX. ONE WAY
SIGN
EX.TWS
EX.TWS
EX.
RESRV. PARKING
SIGNS
EX. LP
EX.
STM-MH
EX. STM-MH
EX. EB
EX.
LP
EX.
SSWR-MH 6
EX. CMH
EX.
CMH
EX.
SSWR-MH
EX. WV
EX.
WMH
EX. BLDG 74 SIGN
DY/4"
EX.TWSEX. WV
EX.
RESRV.
PARKING
SIGNS (TYP.)
EX. WMH
EX. FH
EX.
EMH
NO EXIT SIGN
DY/4"
EX.
TWS
EX.WVEX.FH
EX. LP
EX. GATE
DY/4"
EX.WV
EX.FH
EX. BENCH
LP
EX.
EX.
SHRUBS
EX.WV
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E C
E
E
E
E
E
E
E
E
E
CO
CO
X
X
X
X
COCO
C
C
E
BLDG . 77
BLDG . 74
BLDG . 75
BLDG . 76
BLDG . 14 BLDG . 16
BLDG . 13
BLDG . 15
BLDG . 72
BLDG . 96
BLDG . 1
BLDG . 2
BLDG . 7
BLDG . 4
BLDG . 143
ST
CO
W
E
E W
W
CO
S
E C
X
X
X
S
X
X
DD
LOT L
LOT M
LOT O
LOT N
LOT Q
LOT P
LOT R
LOT Z
LOT Z
LOT V
LOT Y
LOT X
LOT EE
S
E S
S
CO
D
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X X
X
S
E
S
COCO
E
D
E
D
X
X
CO
BLDG .
CO
CO
CO
CO
E
C
CO
CO
SE
E
E
CO
CO
E E
E
E
E
GAS
G
A
S
G
A
S
G
A
S
G
AS
GAS
E
S
E
E
E
E
E
EX. FH
EX. WV
EX. SIGNS EX. EMH
EX. WV
EX. FH
EX. EMH
EX. CMH
EX. WV
EX. WMH
EX. EMH
EX. WMH
EX. EMH
EX. WV
EX. FH
EX. FH
EX.
WV
EX.
SSWR-MH9C
EX.WV
EX.
SSWR-MH
EX.
SSWR-MH
EX.
SSWR-MH
EX.
SSWR-MH
EX.
SSWR-MH
EX.
SSWR-MH
EX.
SSWR-MH
EX.
SSWR-MHEX.
SSWR-MH
S
EX.
TRANS.
EX.
FUEL TANKS
EX.
SSWR-MH9E
EX.
LP
EX.LP
EX.WV
EX.WV
EX.FH EX.WV
EX. BENCH
EX. BENCH
EX.LP
EX.WV
EX.FH
EX. SIGNS
EX.WV
EX. BENCH
EX.
SIGN
EX.LP
EX.
BENCH
EX.LP
EX. SIGNS
EX. TRANS.
EX.
TRANS.
EX. FUEL
TANKS
EX.
SIGN
EX. TRANS.
EX. DUMPSTER
PAD
EX.
HVAC
EQUIP.
EX.
HVAC
EQUIP.
EX. TRANS.
EX.
HVAC
EQUIP.
EX.
TRANS. EX. EMH
EX. WV
EX. WMH
EX.LP
EX. SIGN
EX.
STM-MH
EX. TRANS.
EX.
EMH
EX.
SSWR-MH7
EX. SIGN
EX. BLDG 74
SIGN
EX.
FH
EX.
CMH
EX. WV
EX.
SIGNS
EX. FH
(ABND.)
EX. FH
EX. LP
EX. LP
EX. WV
EX.
SSWR-MH
S
S
S
S
S
S
EX.
EMH
EX. SIGNS
EX. BENCH
EX.LP
EX. BENCH
EX.
WV
EX. WV
EX. FH
EX.LP
EX.
WV
EX.
BENCH EX.
SSWR-MH
EX. FH
EX.
HVAC
EQUIP.SHED
EX. TRANS.
EX. FH
EX. EMH
EX.
SSWR-MH
EX.
SSWR-CO EX. HVAC EQUIP.
EX. FUEL
TANKS
EX. EMH
EX. HVAC EQUIP.
EX. TRANS. EX. EMH
EX. TRANS.
EX. TRANS.
EX. FH
EX. SIGNS
CO
COCO
E
E C
E
X
X
CO
S
CO
X
X
X
X
CO
EX.
SSWR-MH
EX. SIGN
EX. FH
EX.LP
EX. SIGNS
EX. TRANS.
EX.
HVAC
EX. GV
EX. TRANS.
EX.
EMH
EX. SIGN
POST
EX. WMH
EX.
WV
EX. FH
EX. FH
EX. SIGNS
EX.
DUMPSTERS
EX. EMH
EX. SIGNS
(TYP.)
EX. LOT M SIGN
EX. CMH
EX. SIGNS
(TYP.)
EX.LP
EX.LP
EX.LP
EX.LP
EX. FDC
EX. WV
EX. FH
EX. EMH
EX. SIGNS
(TYP.)
EX. FDC
EX. EB
EX. EMH
EX.
EB
EX. BLDG 6
SIGNEX.LP
EX.LP
EX.LP
EX. FENCE
W/ GATE
EX.LP
EX.LP
EX. LOT L
SIGN
EX. SIGNS
(TYP.)
EMERG.
CALL
EX.LP
EX. RET.
WALL EX.LP
EX. FH
EX.LP
EX. FENCE
W/ GATE
EX. GAS
METERS
EX. GATE
EX. GATE
EX. GATE EX. FENCE EX. RET.
WALL
EX. FENCE
EX. RET.
WALL
EX.LP
EX.LP
EX. SIGNS
(TYP.)
EX. FENCE
EX. SIGN
EX.LP
EX.
EMH
EX.LP
EX.
HVAC
EQUIP.
LOADING DOCK
EX. HVAC
EQUIP.
EX. FDC
EX. FDC
EX. RET.
WALL
EX. WV
EX.
EMH
EX. EMH
EX.
CMH
EX.
CMH
EX. TRANS.
EX.
GENERATOR
EX. HVAC EQUIP.
EX.
EMH EX. GATE
EX. GATEEX. TRANS.
EX. EMH
EX. CMH
EX. EMH
EX. FH
EX.LP
EX.LP
EX. EMH
EX.
SSWR-MH23
EX. SSWR-MH
EX. SSWR-MH
EX. EMPLOYEE SIGN
EX. LP
EX. SIGN (TYP.)
EX.
MEMORIAL
EX. BENCH
EX. EB
EX.
EMH
EX. SSWR-MH
EX.
SSWR-MH
EX.
EMH
EX. TRANS.
EX. HVAC
EQUIP.
EX. FUEL
TANKS
EX. CMH
EX. FDC
EX. HVAC
EQUIP.
EX.
TRANS.
EX.
WV
S
S
S
CO
CO
CO
CO
CO
CO
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
CO
CO
CO
CO
CO
CO
CO
E
CO
CO
CO
CO
CO
CO
CO
CO
CO
EX. EMH
CO
EX. FH
EX. WV
PLCC CURB
E.O.P.
E.O.P.
E.O.P.
PLCC CURB
PLCC CURB
EX.LP
EX.LP
EX.LPEX. FH
EX.LP
EX. WV
EX.LP
EX. GATE
EX.
PAVILION
X
X
EX.
WV
CO
CO
CO
CO
CO
CO
CO
CO
BLDG . 4
CO
CO
CO
CO
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
CO
D
D
D
DMH-56
CB-11
CB-13
CB-14
CB-15
DMH-114
CB-26
CB-107
CB-28
CB-113
DMH-122
CB-16
DMH-124
DMH-29
DMH-30A
CB-39
CB-38
CB-37
CB-36
CB-35
DMH-31
CB-34
CB-130
CB-40
CB-42
CB-41
CB-110
CB-111
CB-32
CB-112
DMH-32
DMH-33A
DMH-27
CB-43 CB-44
CB-45
CB-46
CB-48 CB-49
TD-9
CB-55
DMH-28
CB-54
CB-56
CB-57
CB-53
DMH-38
DMH-10
DMH-53
CB-47
CB-24
DMH-7
DMH-6
DMH-5
DMH-2
DMH-120
DMH-96
DMH-3
DMH-1
DMH-125
DMH-109
DMH-108
DMH-119
DMH-128
DMH-115
(BURIED)
DMH-117
DMH-123
DMH-101W
TD-3
DMH-55
(BURIED)
(2) 6" PVC
CB-86
CB-104
CB-85
DMH-68
CB-105
CB-106
CB-N4
CB-N3
CB-N2
CB-N1
DMH-36
CB-114
CB-N5
DMH-40
DMH-118
(BURIED)
DMH-116
(BURIED)
DMH-127
(BURIED)
DMH-129
(BURIED)
DMH-30
(BURIED)
DMH-126
(BURIED)
TD-2
TD-1
TD-4 TD-5
TD-6
TD-7 TD-8
TD-10
DMH-1A
DMH-9
(BURIED)
DMH-33
DMH-4
E.O.P.
EX.TWS
EX. SIGNS
W
W
W
W
W
C
C
C
C
C
C
C
C
C
C
C
C
D
SERVICE TUNNEL
EX.
UNDERGROUND
FUEL TANK LIDS
W
W
W
W
W
W
W
W
DMH-41
8" VCP
@0.40%
6" VCP
@2.75%
8" CONC
@4.20%.
8" CONC
@18.33%.
8" VCP
@050%
15" AC
@0.91%
10" CI
@1.04%
8" CI
15" RCP
@1.05%
15" RCP
@0.76
8" CI
12" RCP
8" CI
@0.55%
8" CI
@0.38%
8" CI
@0.38%
8" VCP
@0.29%
8" VCP
@0.49%
10" CONC.
@3.21%
8" CI
@5.35%
10" CONC.
@1.30%
@0.50%
6" CI
@4.06%
8" CONC
@1.36%
8" CONC.
@0.85%
8" CONC.
@1.49%
8" CONC
@5.15%. 8" CONC.
@1.06%
10" PVC
SECTION
@2.43%
20" RCP
@0.57%
15" AC
18" RCP
18" CI
@0.50%
18" RCP
@2.07%
20" RCP
@0.97%
16" CI
@1.11%
20" RCP
@2.46%
20" RCP
@2.13%
8" CI
@1.76%
20" RCP @1.78%
30" RCP
@0.54%
30" RCP
@0.48%
18" RCP
@2.60%
8" CONC
@4.44%
6" PVC
5" DI
8" CONC.
@0.60%
8" CONC
@4.62%.
8" VCP
@1.42%
8" CI
@7.97%
8" CI
@0.73%
10" CI
@1.58%
8" CI
@3.78%
8" CI
@8.98%
15" RCP
@1.35%
8" CI
@0.29% 8" CI
@0.45% 20" VCP @0.76%
10" CI
10" CI
@4.94%
10" CI
@1.90%
10" RCP
@0.50%
20" VCP
@0.67%
8" CI 20" RCP
@0.67%
8" PVC
8" PVC
20" RCP
4" PVC
15" HDPE
@1.63%
12" CPP
15" HDPE
@4.27%
18" RCP
@0.90%
12" CI
@0.50%
18" HDPE
@9.60%
8" VCP
@2.00%
6" CI
8" CPP
@5.14%
15" RCP
@8.92%
15" AC
12" RCP
8" PVC
@0.00%
8" VCP
@0.50%
10" VCP
@1.00%
6" CI
@0.50%6" CI
4" CI
@0.50%
8" CI
@0.50%
8" VCP
@0.65%
12" HDPE
@8.17%
12" HDPE
@0.26%
15" C @0.50%I
6" CI
@0.44%
8" VCP
@0.50%
8" CI
@0.50%
6" CI
6" CI
@0.50%
4" PVC
@0.50%
8" CI
@1.00%
8" VCP
@0.50%
3" CI
@0.50%
8" VCP
@0.58%
6" CI
@0.50%
4" CI
8" CONC
@2.00%
4" CI
6" CI
6" CI
3" CI
3" CI
20" CI
@0.76%
6" CI
@0.46%
10" VCP
@2.43%(4) 6" CI
@0.00%
10"
CONC
4" PVC @0.50%
4" PVC
@0.00%
6" CI
@0.50% 8" CI
@0.50%
8" VCP
6" CI
@0.50%
8X6 REDUCER
6" CI
6" CI
OFFSET
JOINT
8" CI
@0.50%
6" CI
6" CI
6" CI
8" CI
@0.38%
8" CONC.
@1.15%
15" AC
@1.24%
6" CI
10" DI10" CONC.
@3.00%
6" CI
10" VCP
@2.43%
8X6
REDUCER
6" VCP
@0.50%8" PVC
SECTION
@0.50%
6" CI
6" CI6" CI
6" CI
6" CI
6" CI
@0.50%
6" VCP
@0.50%
6" CI
@0.50%
6" CI
@0.50%
20" DI @0.76%
15" AC
6" CI
@0.50%
6" CI
6" CI
12" PVC
15" RCP
@10.00%
6" CI
@0.50%
4" CI
@0.50%
6" CI
@0.50%
8" PVC
@1.30%
REDUCER
SEE NOTE 2
8 2
A
A
A
A
1. REFER TO SHEET C-001 FOR CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.
2. WORK INVOLVING ASBESTOS CEMENT AND OTHER HAZARDOUS MATERIALS SHALL INCLUDE
THE GUIDANCE OF A PROFESSIONAL LICENSED BY THE DEPARTMENT OF PROFESSIONAL AND
OCCUPATIONAL REGULATION (DPOR). ASBESTOS DEMOLITION WORK PLAN AND NOTIFICATION
SHALL BE SUBMITTED TO AND IN ACCORDANCE WITH THE DEPARTMENT OF LABOR AND
INDUSTRIES (DOLI) REQUIREMENTS FOR REVIEW. HAZARDOUS MATERIAL WASTE DISPOSAL
WORK SHALL BE IN ACCORDANCE WITH THE VDEQ AND EPA REGULATIONS.
3. SURPLUS AND UNSUITABLE SOIL SHALL BE REMOVED AND LAWFULLY DISPOSED IN
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS.
4. THE CONTRACTOR SHALL SUBMIT A SWPPP AND HAVE IT APPROVED BY THE VDEQ AND THE
CITY OF SALEM AND ROANOKE PRIOR TO BEGINNING WORK. SWPPP SHALL BE MAINTAINED
THROUGH THE DURATION OF CONSTRUCTION AND AMENDED AS NECESSARY AS CHANGES
ARISE.
5. ALL DISTURBED AREAS SUCH AS, BUT NOT LIMITED TO PAVEMENT, CONCRETE, SIDEWALK,
LANDSCAPE, ETC. SHALL BE REPAIRED AND RETURNED TO A QUALITY EQUAL OR BETTER THAN
EXISTING CONDITIONS.
6. THE CONTRACTOR SHALL RESTORE ANY DISTURBED PAVEMENT MARKING AND STRIPING
THROUGHOUT THE SITE.
7. GRAY COLORED KEY NOTE MEANS NOT USED ON THIS SHEET
CD106
DEMOLITION PLAN
SCALE: 1" = 50'
0 100 150 200
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseArchitect/Engineer of Record StampConsultant
321 4 5 6 7 8 9 10
Sprinkler Status
Correct Storm Water Drainage
1970 Roanoke Boulevard Salem, VA 24153-6404
658-23-108
01.28.2026 RBB KRS/PEH
100% FINAL DESIGN
# Revisions Date
Scientists I Engineers I Program Managers
Mabbett & Associates, Inc.
105 Central Street Stoneham, MA 02180-1248
T. 781-275-6050 www.mabbett.com
Mabbett
C
D d w g
Page of 59
1 ADDENDUM A - REVISION PER BIDDERS' QUESTIONS 9/30/2026
SEE SHEET CD102
S E
E
S
H E
S E
E
S
H E
S E
E
S
H E
KEY NOTES
NOTES
S E
E
S
H E
1. REMOVE AND DISPOSE SELECTIVE DAMAGED PIPE SECTION
2. REMOVE AND DISPOSE PIPE SECTION
3. REMOVE AND DISPOSE PIPE SECTIONS WHERE GASKET HAS BEEN EXPOSED
4. REMOVE AND DISPOSE CATCH BASIN GRATE
5. REMOVE AND DISPOSE CATCH BASIN
6. REMOVE AND DISPOSE MANHOLE COVER
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
E
E
E
E
E
E
E
E
E
E
E
C
C
C
C
E
E
E
E
E
E
E
E
E
E
E
C
C
W
E
E
E E
W
W
W
W
W
W
W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
E
E
E
E
E
E
E
E S
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E C
E
E
E
E
E
E
E
E
E
C
C
C
C
C
C
C
S
S
S
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
D
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E C
CO
E
E
E
E
E
E
E
E
E
E
G A
S
G A
S
G A
S
G A
S
G A
S
G A
S
G A
S
BLDG.
BLDG . 9
BLDG . 10
BLDG . 8
BLDG . 7
BLDG . 170
BLDG . 168
BLDG .
144BLDG .
LOT J
LOT H
LOT JJ
LOT K
LOT L
D
D
D
S
D
D
CO
BLDG .
S
S
S
BLDG .
CO
E
C
CO
CO
S
X
X
X
X
X
X
X
X
X
X
X
XS
X
X
E
CO
CO
CO
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CO
CO
S
X
X
X
X
X
X
X
X
X
S
S
S
S
TENNIS
COURT
E C
COCO
S
S
BLDG .
E
E
S
E C
X
X
S
C
CO
E
E
E
E
E
E
W
W
W
W
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
C
C
C
C
C
C
C
C
W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
S
C
E
E
E
S
BNMRK
EX. EMH
EX. SIGNS
(TYP.)
EX. EMH
EX.
EB
EX. FENCE
W/ GATE
EX.LP
EX. LOT L
SIGN
EX. SIGNS
(TYP.)
EMERG.
CALL
EX.
RIP-RAP
EX. EMH
BRIDGE
W/ RAILING
BRIDGE
W/ RAILING
EX. EB
EX. EB
EX.
RIP-RAP
EX. SIGNS
(TYP.)
EX.LP
EX.
EMH
EX.
SSWR-MH
EX.
SSWR-MH
EX.LP
EX.LP
EX.
SSWR-MH
EX.LP
EX. FENCE
EX.
FENCE
EX.LPEX.LP EX. LOT K
SIGN
EX.LP
EX. SIGNS
(TYP.)
EX. GATE
EX. GATE
EX. CMH
EX.
EMH
EX.
EMH
EX. EMH
EX. EMH
EX. EMH
EX. CMH
EX. SSWR-MH
EX.
SSWR-MH
EX.
EMH
EX. TRANS.
EX. HVAC
EQUIP.
EX. CMH
EX. FDC
EX. HVAC
EQUIP.
EX.
TRANS.
EX. WV
EX. FDC
EX.
WV
EX. WV
EX.
WMH
EX.
WV
EX.
WV
EX. FH
EX. FH
EX.
WV
EX. FH
EX. FH
EX.
WV
EX.
WV
EX. FH
EX.
WV
EX. FENCE
EX. FENCE
EX. GATE
EX.
RIP-RAP
EX.
RIP-RAP
EX. TRANS.
EX.
WV
EX. WV
EX.
WV
EX.
WV
EX. FH
EX.
WV
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SSWR-MH-21A
BLDG. 134
E
S
EX. SSWR-MH
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
CO
PLCC CURB
EX. SIGNS
(TYP.)
EX. SSWR-MH
EX. WV
EX.LP
EX.LP
EX.LPEX. FH
EX. WV
EX.LP
EX.LP EX.LP
EX.SSWR-MH
EX. SIGNS
(TYP.)
EX.LP
EX.LP
EX.LP
EX. FH
EX.
SSWR-
MHEX. FH
EX. SIGNS
(TYP.)
EX. SIGNS
(TYP.)
EX. SSWR-MH
EX. FH
EX. WMH
EX. LP
(TYP.)
EX.SSWR-MH
EX.LP
EX. EMH
EX. EMH
EX. CMH
EX.
SSWR-MH
EX. SSWR-MH
EX. WV
EX. WV
EX. FH
EX. EMH
EX. SIGNS
(TYP.)
EX. SIGN (TYP.)
EX. SSWR-MH
EX.
SSWR-MH
EX. SSWR-MH
EX.
SSWR-MH
EX.
SSWR-MH EX. FENCE
EX. SSWR-MH
EX. SSWR-MH
EX. SIGNS
(TYP.)
EX. LP
EX. LP
EX. LP
EX.SSWR-MH
EX. LP
EX. LP
EX. LP
EX.
CMH
EX.
SIGNS
(TYP.)
EX.
SIGNS
(TYP.)
EX. SIGNS (TYP.)
EX. LP
EX. SIGNS (TYP.)
EX.
SIGNS
(TYP.)
EX. SIGNS
(TYP.)
EX. SIGNS
(TYP.)
EX. SIGN
(TYP.)
EX.
SHED
EX.
SHED
X
X
X
X
X
X
BLDG . 34 BLDG . 117
BLDG . 97
EX. WATER TOWER
CO
CO
CO
CO
CO
D
CO
CO
CO
CO
CO
CO
D
D
D
D
D
D
D
D
D D
D
D
D
D
D
CO
CO
D
CO
CO
CO
CO
CO
CO
CO
CO
D
D
D
D
D
D
D
D
D
CB-52
CB-53
CB-58
DMH-67
CB-82
DMH-38
DMH-37
DMH-39
HEADWALL-3
14" PIPE END
INV. 1016.64
14" PIPE END
INV. 1018.29
HEADWALL-4
HEADWALL-5
40" PIPE END
INV. 1072.93
DMH-82
CB-59
CB-60
CB-61
DMH-95B
CB-63
18" PIPE END
INV. 1081.49
18" PIPE END
INV. 1095.02
CB-62
DMH-103
DMH-91
DMH-92
DMH-93
DMH-18
DMH-100E
DMH-101E
DMH-102E
DMH-83
DMH-84
DMH-95A
DMH-87
DMH-88
TD-17
CB-96
CB-98
CB-89
CB-94
CB-93
CB-90
CB-97
CB-87
CB-99
CB-88
CB-91
CB-100
CB-101
CB-102
DMH-35A
DMH-97
DMH-95D
26" PIPE END
INV. 1007.96
DMH-95C
CB-25
CB-27
DMH-95
CB-115
(BURIED)
TD-10
TD-11
TD-15
TD-16
DMH-89
(BURIED)
DMH-9
(BURIED)
DMH-35
DMH-95E
D
DMH-35B
D
DMH-94
EX.LP
EX. SIGNS (TYP.)
EX. FENCE
EX. EMH
EX.LP
EX. SIGNS
(TYP.)
E.O.P.
E.
O.
P.
E.O.P.
E.
O.
P.
EX. LP
EX. LP
EX. RET.
WALL EX. LP
EX. RET.
WALL
E.O.P.
E.O.P.
E.O.P.
E.
O.
P.
E.O.P.
BLDG. 126
BLDG. 133
BLDG. 139
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
EX
. S
W
AL
E
EX
. S
W
AL
E
EX
. S
W
AL
E
CO
CO
SWALE-1
SWALE-2
SWALE-3
D
S
EX.
RIP-RAP
18" PIPE END
INV. 1079.39
CB-P3
HEADWALL-8
HEADWALL-7
W
W
W
W
W
W
W
W
W
W
W
W
W
W
E
E
E
E
E
E
E
E
E
E
E
E
E
8" AC
@1.29%
8" CI
@7.25%
12" CONC.
@4.13%
6" CI
@2.59%
6" CI
@0.50%
8" CI
@10.11%
24" HDPE
@0.25%
10" HDPE
@1.05%
8" DI
8" DI
8" CI
@1.13%
8" CI
@0.50%
15" AC
@0.91%
10" CI
@1.04%
8" CI 30" RCP
@2.04%
30" RCP
@1.06%
30" RCP
@12.33%
18" RCP
@2.28%
10" CONC.
8" CONC.
@1.71%
8" CONC.
6" CI
@0.68%
8" CI
@0.61%
12" VCP
30" RCP
@0.48%
18" RCP
@2.60%
8" CI
8" CI
12" CI
@2.79%
4" CI
18" RCP
24" HDPE
@0.81%
8" PVC
@0.50%
8" PVC
8" CI
@0.00%
24" HDPE
@0.94%
24" HDPE
@0.19%
10" CONC.
14" DI
16" CONC.
6" PVC
@0.50%
12" HDPE
@0.76%
16" HDPE
@2.30%
8" CI
6" CPP
8" PVC
@3.55%
6" CPP
@0.50%
12"
PVC
18" HDPE
40" RCP
36" RCP
3" CI
@0.50%
3" CI
@0.50%
4" CI
@0.50%
4" CI
4" CI
3" CI
@0.50%
4" CI
@0.00%
24" RCP
@7.00%
6" RCP
@0.50%
8" CI
@0.50%
4" CI
@0.50%
4" CI
@0.45%
4" CI
@0.67%
6" CI
@0.50%
4" CI
@0.50%
6" CI
@0.50%
10" VCP
@4.00%
10" PVC
@1.61%
4" CI
4" CI
@0.43%
18" CI
@1.50%
8" PVC
@0.15%
6" CI
4" CI
@0.00%
18" CI
@13.48%
6" CI
@0.50%
6" CI6" CI
4" CI
@0.50%
6" CI
6" CI
6" CI
@0.50%
18" RCP
@8.00%
18" RCP
@8.00%
8" CI
6" CI
10" CONC.
24" HDPE
@0.59%
4" CI
@0.50%
4" CI
@0.50%
4" CI
@0.45%
6" CI
@0.50%
18" HDPE
8" PIPE
18" RCP
20" RCP
@15.34%
24" RCP
@10.51%
10" CI
@8.00%
10" VCP
@1.30%
10" CI
@1.03%
8" PVC
@1.30%
8X10 PVC
REDUCER
10" VCP
@1.03%
10" CI
@4.00%
26" CONC.
26" CMP
SEE NOTE 2
A
A
A
1. REFER TO SHEET C-001 FOR CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.
2. WORK INVOLVING ASBESTOS CEMENT AND OTHER HAZARDOUS MATERIALS SHALL INCLUDE
THE GUIDANCE OF A PROFESSIONAL LICENSED BY THE DEPARTMENT OF PROFESSIONAL AND
OCCUPATIONAL REGULATION (DPOR). ASBESTOS DEMOLITION WORK PLAN AND NOTIFICATION
SHALL BE SUBMITTED TO AND IN ACCORDANCE WITH THE DEPARTMENT OF LABOR AND
INDUSTRIES (DOLI) REQUIREMENTS FOR REVIEW. HAZARDOUS MATERIAL WASTE DISPOSAL
WORK SHALL BE IN ACCORDANCE WITH THE VDEQ AND EPA REGULATIONS.
3. SURPLUS AND UNSUITABLE SOIL SHALL BE REMOVED AND LAWFULLY DISPOSED IN
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS.
4. THE CONTRACTOR SHALL SUBMIT A SWPPP AND HAVE IT APPROVED BY THE VDEQ AND THE
CITY OF SALEM AND ROANOKE PRIOR TO BEGINNING WORK. SWPPP SHALL BE MAINTAINED
THROUGH THE DURATION OF CONSTRUCTION AND AMENDED AS NECESSARY AS CHANGES
ARISE.
5. ALL DISTURBED AREAS SUCH AS, BUT NOT LIMITED TO PAVEMENT, CONCRETE, SIDEWALK,
LANDSCAPE, ETC. SHALL BE REPAIRED AND RETURNED TO A QUALITY EQUAL OR BETTER THAN
EXISTING CONDITIONS.
6. THE CONTRACTOR SHALL RESTORE ANY DISTURBED PAVEMENT MARKING AND STRIPING
THROUGHOUT THE SITE.
7. GRAY COLORED KEY NOTE MEANS NOT USED ON THIS SHEET
CD107
DEMOLITION PLAN
SCALE: 1" = 50'
0 100 150 200
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseArchitect/Engineer of Record StampConsultant
321 4 5 6 7 8 9 10
Sprinkler Status
Correct Storm Water Drainage
1970 Roanoke Boulevard Salem, VA 24153-6404
658-23-108
01.28.2026 RBB KRS/PEH
100% FINAL DESIGN
# Revisions Date
Scientists I Engineers I Program Managers
Mabbett & Associates, Inc.
105 Central Street Stoneham, MA 02180-1248
T. 781-275-6050 www.mabbett.com
Mabbett
C
D d w g
Page of 59
1 ADDENDUM A - REVISION PER BIDDERS' QUESTIONS 9/30/2026
S E
E
S
H E
SEE SHEET CD103
S E
E
S
H E
S E
E
S
H E
SEE SHEET CD108
S E
E
S
H E
KEY NOTES
NOTES
1. REMOVE AND DISPOSE SELECTIVE DAMAGED PIPE SECTION
2. REMOVE AND DISPOSE PIPE SECTION
3. REMOVE AND DISPOSE PIPE SECTIONS WHERE GASKET HAS BEEN EXPOSED
4. REMOVE AND DISPOSE CATCH BASIN GRATE
5. REMOVE AND DISPOSE CATCH BASIN
6. REMOVE AND DISPOSE MANHOLE COVER
E
W
E
D
D
BLDG . 96
SOUTH PONDBLDG . 31
DD
LOT L
BLDG .
D
D
D
S
X
X
X
X X
X
S
E
D
E
D
X
X
CO
CO
E
CO
CO
D
D D
S
S
E E
E
E
E
GAS
G
A
S
G
A
S
G
A
S
G A
S
GAS GAS
GAS
GAS
GAS
GAS GAS
GAS
GAS
GAS
G A
S
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
G
A
S
GAS
G
A
S
G
A
S
G
A
S
G
A
S
C
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
E
E
E
W
W
W
W
W
W
W
W
E S
S
S
E
E
C
C
E
E
S
S
S
S
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
EX. HVAC EQUIP.
EX.
SSWR-MHEX. FUEL
TANKS
EX. EMH
EX. TRANS.
EX. TRANS.
EX. FH
EX. SIGN
EX. FH
EX. FDC
EX. EB
EX. EMH
EX. FENCE
W/ GATE
EX.LP
EX.LP
EX. EB
EX. FH
EX. PIV
EX. EMH
EX.LP
EX. FENCE
W/ GATE
EX. GAS
METERS
EX. RET.
WALL
EX. SIGN EX. ELEC.
VAULT
EX. ELEC.
VAULT
EX. FH
EX. WV
EX. OXYGEN
TANK
EX. EMH
EX.
GENERATOR EX. TRANS.
EX.
RIP-RAP
EX.
RIP-RAP
EX.
SSWR-MH
EX.
TRANS.
EX.
SSWR-MH
BOILER
PLANT
X
X
X
S
S
S
S
S
S
S
S
S
S
S
S
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
EX. FENCE
EX.
SSWR-MH
EX. GATE
EX.LP
EX.LP
EX.
SSWR-VAULT
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
EX.
WV
BLDG. 116
X
X
X
X
X
BLDG.
D
D
D
D
D
D
DMH-33A
CB-48 CB-49
TD-9
CB-52
CB-50
CB-51
HEADWALL-1
CB-47
DMH-79
CB-83
HEADWALL-2
SSMH-13
CB-85
DMH-35A
DMH-68
DMH-69
DMH-98
DMH-70
CB-103
DMH-34
DMH-36
CB-114 DMH-42
DMH
CONTECH
CB-22
CB-23
DMH-74
DMH-40
TD-8
DMH-33
EX.LP
EX. GATE
PLCC CURB
E.O.P.
E.O.P.
E.O.P.
E.O.P.
EX.
RET. WALL
E.
O.
P.
EX
. S
WAL
E
ST
OR
M
OU
TF
AL
L P
IP
E
ST
OR
M
OU
TF
AL
L P
IP
E
WET VEGETATION AREA
S18" PIPE END
INV. 1079.39
STORM
OUTFALL PIPES
D
D
D
DMH-71
SERVICE TUNNEL
EX.
UNDERGROUND
FUEL TANK LIDS
EX. STORMWATER
DETENTION FACILITY
DMH-41
CITY OF SALEM
CITY OF ROANOKE
20" RCP
4" PVC
15" HDPE
@1.63% 12" PVC
@3.24%
12" CPP
15" HDPE
@4.27%
15" HDPE
15" HDPE
@2.05%
24" HDPE
@7.52% 24" HDPE
@20.00%
24" HDPE
@8.34%
24" HDPE
24" HDPE
@10.41%
8" HDPE (2) 18" HDPE
@0.18% @0.03%
14" HDPE
@0.92%
18" RCP
@0.90%
30" RCP
@14.42%
18" HDPE
@9.60%
10" CONC. 16" CONC.
18" HDPE
12" HDPE
@8.17%
12" HDPE
@0.26%
12" HDPE
@0.50%
4" PVC
30" RCP
@4.81%
30" RCP
@7.77%
8" PVC
@0.15%
@15.34%
12" HDPE
WETLAND DELINEATION BASED ON
"PRELIMINARY JURISDICTIONAL DETERMINATION,
NAO-2023-1077 (MAGGODEE CREEK)", DATED
SEPTEMBER 21, 2023; AND "STREAM AND
WETLAND ID MAP", DEVELOPED BY FROEHLING &
ROBERTSON, INC., DATED APRIL 2023
STREAM LOCATION IS BASED ON "PRELIMINARY
JURISDICTIONAL DETERMINATION, NAO-2023-1077
(MAGGODEE CREEK)", DATED SEPTEMBER 21, 2023;
AND "STREAM AND WETLAND ID MAP", DEVELOPED BY
FROEHLING & ROBERTSON, INC., DATED APRIL 2023
A
1. REFER TO SHEET C-001 FOR CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.
2. WORK INVOLVING ASBESTOS CEMENT AND OTHER HAZARDOUS MATERIALS SHALL INCLUDE
THE GUIDANCE OF A PROFESSIONAL LICENSED BY THE DEPARTMENT OF PROFESSIONAL AND
OCCUPATIONAL REGULATION (DPOR). ASBESTOS DEMOLITION WORK PLAN AND NOTIFICATION
SHALL BE SUBMITTED TO AND IN ACCORDANCE WITH THE DEPARTMENT OF LABOR AND
INDUSTRIES (DOLI) REQUIREMENTS FOR REVIEW. HAZARDOUS MATERIAL WASTE DISPOSAL
WORK SHALL BE IN ACCORDANCE WITH THE VDEQ AND EPA REGULATIONS.
3. SURPLUS AND UNSUITABLE SOIL SHALL BE REMOVED AND LAWFULLY DISPOSED IN
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS.
4. THE CONTRACTOR SHALL SUBMIT A SWPPP AND HAVE IT APPROVED BY THE VDEQ AND THE
CITY OF SALEM AND ROANOKE PRIOR TO BEGINNING WORK. SWPPP SHALL BE MAINTAINED
THROUGH THE DURATION OF CONSTRUCTION AND AMENDED AS NECESSARY AS CHANGES
ARISE.
5. ALL DISTURBED AREAS SUCH AS, BUT NOT LIMITED TO PAVEMENT, CONCRETE, SIDEWALK,
LANDSCAPE, ETC. SHALL BE REPAIRED AND RETURNED TO A QUALITY EQUAL OR BETTER THAN
EXISTING CONDITIONS.
6. THE CONTRACTOR SHALL RESTORE ANY DISTURBED PAVEMENT MARKING AND STRIPING
THROUGHOUT THE SITE.
7. GRAY COLORED KEY NOTE MEANS NOT USED ON THIS SHEET
CD108
DEMOLITION PLAN
SCALE: 1" = 50'
0 100 150 200
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseArchitect/Engineer of Record StampConsultant
321 4 5 6 7 8 9 10
Sprinkler Status
Correct Storm Water Drainage
1970 Roanoke Boulevard Salem, VA 24153-6404
658-23-108
01.28.2026 RBB KRS/PEH
100% FINAL DESIGN
# Revisions Date
Scientists I Engineers I Program Managers
Mabbett & Associates, Inc.
105 Central Street Stoneham, MA 02180-1248
T. 781-275-6050 www.mabbett.com
Mabbett
C
D d w g
Page of 59
S E
E
S
H E
SEE SHEET CD107
S E
E
S
H E
KEY NOTES
NOTES
1. REMOVE AND DISPOSE SELECTIVE DAMAGED PIPE SECTION
2. REMOVE AND DISPOSE PIPE SECTION
3. REMOVE AND DISPOSE PIPE SECTIONS WHERE GASKET HAS BEEN EXPOSED
4. REMOVE AND DISPOSE CATCH BASIN GRATE
5. REMOVE AND DISPOSE CATCH BASIN
6. REMOVE AND DISPOSE MANHOLE COVER
SOUTH POND
NORTH POND
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
DE
E
E
E
E
E
EE
E
E
E
E
E
E
E
E
E
W
W
WW
W
W
E
E
E
E
E
E
BRIDGE
W/ RAILING
EX.LP
EX. EMH
EX. TRANS.
EX. FENCE
EX. MONITOR
WELL
EX.
MONITOR
WELL
EX. MONITOR
WELL
EX. MONITOR
WELL
EX. MONITOR
WELL
EX. GATE
EX. GATE
EX. CONDUIT
BOXES (TYP.)
EX. CONDUIT
BOXES (TYP.)
EX. CONDUIT
BOXES (TYP.)
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
EX. FENCE
EX. FENCE
EX.
RIP-RAP
EX. OUTFALL
SIGN
BLDG . 117
BLDG . 97
BLDG . 46
BLDG . 35
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
STONE
STORAGESTORAGE
X
X
X
X
X
X
SOLAR FIELD
CB-SF1
DMH-SF1
CB-P1
CB-P2
EX.LP
EX. GATE
EX. FENCE
E.O.P.
E.O.P.
EX. FENCE
EX. GATE
E.
O.
P.
E.
O.
P.
E.O.P.
BLDG. 147
EX. STORM
DRAIN OUTLET,
AT GRADE
EX. CULVERT
LEADING TO
ROANOKE RIVER
18" HDPE
18" HDPE
14" DI
10" RCP
10" RCP
36" CMP
12" CMP
WETLAND DELINEATION BASED ON
PRELIMINARY JURISDICTIONAL DETERMINATION,
NAO-2023-1077 (MAGGODEE CREEK)", DATED
"STREAM AND
DEVELOPED BY FROEHLING &
ROBERTSON, INC., DATED APRIL 2023
1. REFER TO SHEET C-001 FOR CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.
2. WORK INVOLVING ASBESTOS CEMENT AND OTHER HAZARDOUS MATERIALS SHALL INCLUDE
THE GUIDANCE OF A PROFESSIONAL LICENSED BY THE DEPARTMENT OF PROFESSIONAL AND
OCCUPATIONAL REGULATION (DPOR). ASBESTOS DEMOLITION WORK PLAN AND NOTIFICATION
SHALL BE SUBMITTED TO AND IN ACCORDANCE WITH THE DEPARTMENT OF LABOR AND
INDUSTRIES (DOLI) REQUIREMENTS FOR REVIEW. HAZARDOUS MATERIAL WASTE DISPOSAL
WORK SHALL BE IN ACCORDANCE WITH THE VDEQ AND EPA REGULATIONS.
3. SURPLUS AND UNSUITABLE SOIL SHALL BE REMOVED AND LAWFULLY DISPOSED IN
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS.
4. THE CONTRACTOR SHALL SUBMIT A SWPPP AND HAVE IT APPROVED BY THE VDEQ AND THE
CITY OF SALEM AND ROANOKE PRIOR TO BEGINNING WORK. SWPPP SHALL BE MAINTAINED
THROUGH THE DURATION OF CONSTRUCTION AND AMENDED AS NECESSARY AS CHANGES
ARISE.
5. ALL DISTURBED AREAS SUCH AS, BUT NOT LIMITED TO PAVEMENT, CONCRETE, SIDEWALK,
LANDSCAPE, ETC. SHALL BE REPAIRED AND RETURNED TO A QUALITY EQUAL OR BETTER THAN
EXISTING CONDITIONS.
6. THE CONTRACTOR SHALL RESTORE ANY DISTURBED PAVEMENT MARKING AND STRIPING
THROUGHOUT THE SITE.
7. GRAY COLORED KEY NOTE MEANS NOT USED ON THIS SHEET
CD109
DEMOLITION PLAN
SCALE: 1" = 50'
0 100 150 200
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseArchitect/Engineer of Record StampConsultant
321 4 5 6 7 8 9 10
Sprinkler Status
Correct Storm Water Drainage
1970 Roanoke Boulevard Salem, VA 24153-6404
658-23-108
01.28.2026 RBB KRS/PEH
100% FINAL DESIGN
# Revisions Date
Scientists I Engineers I Program Managers
Mabbett & Associates, Inc.
105 Central Street Stoneham, MA 02180-1248
T. 781-275-6050 www.mabbett.com
Mabbett
C
D d w g
Page of 59
S E
E
S
H E
S E
E
S
H E
SEE SHEET CD104
KEY NOTES
NOTES
1. REMOVE AND DISPOSE SELECTIVE DAMAGED PIPE SECTION
2. REMOVE AND DISPOSE PIPE SECTION
3. REMOVE AND DISPOSE PIPE SECTIONS WHERE GASKET HAS BEEN EXPOSED
4. REMOVE AND DISPOSE CATCH BASIN GRATE
5. REMOVE AND DISPOSE CATCH BASIN
6. REMOVE AND DISPOSE MANHOLE COVER
File details come from the government source that posted it. Updated .