839CM3028_3030 Bid Dwg Culpeper Bk06.pdf
PDF 9 MB Posted
- Solicitation number
- 36C78620B0028
About this file
This is a solicitation for a construction project to improve facilities at the Culpeper National Cemetery in Culpeper, Virginia. The project involves renovating and repairing a columbarium, pre-placed crypts, and other cemetery facilities. The solicitation number is 36C78620B0028 and the project numbers are 839CM3028 and 839CM3030. The work will be funded by FY2020 funds subject to availability. The Department of Veterans Affairs National Cemetery Administration is the agency issuing this solicitation. The document includes drawings related to the scope of work.
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9"
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Maintenance
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PROTECT EXISTING
FLAG POLE TO REMAIN
INCREASE THICKNESS OF OVERLAY AS
NEEDED TO ELIMINATE PONDING IN LOW
SPOTS AND MEET PROPOSED FINISH GRADES.
PLACE TOPSOIL TO MEET PROPOSED FINISH GRADES
AS INDICATED TO ACHIEVE POSITIVE DRAINAGE AND
ELIMINATE PONDING. REFER TO PLANTING PLANS.
MEET EXISTING
GRADE FLUSH
MEET EXISTING
GRADE FLUSH
MEET EXISTING
GRADE FLUSH
MEET EXISTING
GRADE FLUSH
MEET EXISTING
GRADE FLUSH
MEET EXISTING
GRADE FLUSH
MATCHLINE - AREA F
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
B
C
D
E
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A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
LG-103
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----
2020-05-22 MAS
GRADING PLAN - AREA E
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
KAR
SURVEY NOTE
SURVEY INFORMATION WAS PROVIDED BY KCI TECHNOLOGIES,
INC., 1352 MARROWS ROAD, SUITE 100, NEWARK, DE 19711. FIELD
WORK WAS CONDUCTED FEBRUARY THROUGH APRIL 2019.
CEMETERY ANNEX PROPERTY LINE INFORMATION IS FROM A 2014
SURVEY PREPARED BY KCI TECHNOLOGIES, 4601 SIX FORKS ROAD,
SUITE 220, RALEIGH, NC 27609. THIS PLAN DOES NOT REPRESENT
AN OFFICIAL BOUNDARY SURVEY OF THE PARENT TRACT -
BOUNDARY INFORMATION SHOWN HEREON TAKEN FROM EXISTING
RECORDS FOUND AT THE CULPEPER COUNTY CLERK OF COURTS
OFFICE.
GRADING NOTES
1. NOTIFY UTILITY LOCATOR SERVICE AT LEAST 3 WORKING DAYS
PRIOR TO ANY DIGGING OR EXCAVATION.
2. VERIFY FIELD STAKE-OUT AND GRADES WITH COR PRIOR TO
CONSTRUCTION.
3. PROVIDE POSITIVE DRAINAGE IN EXISTING AND PROPOSED
PAVED AND PLANTED AREAS DURING EACH PHASE OF
CONSTRUCTION, AND FOR FINISHED GRADES. AVOID FORMING
FALSE GUTTERS AND/OR PONDING. REMOVE AND
RECONSTRUCT PAVEMENT DICTATED BY FIELD CONDITIONS
TO PROVIDE POSITIVE DRAINAGE AT TIE-IN POINTS. ADJUST
CATCH BASINS AND INLET TOPS TO PROVIDE POSITIVE
DRAINAGE FROM ADJACENT PAVED AREAS.
4. ELIMINATE RUTS, DEPRESSIONS, AND REPAIR ERODED AREAS
UPON FINAL GRADING.
5. CONSTRUCT SLOPES TO A MAXIMUM 4H:1V UNLESS
OTHERWISE INDICATED.
6. SLOPE GRADE AWAY FROM BUILDINGS, WALKS, AND EDGES OF
PARKING AREAS A MINIMUM 2%, UNLESS OTHERWISE NOTED.
7. FOR ADA ACCESSIBILITY; CONSTRUCT TO A MAXIMUM RAMPS
8.3%; CONSTRUCT WALKS TO A MAXIMUM 4.9%; CONSTRUCT
ACCESSIBLE PARKING SPACES TO A MAXIMUM 2% (BOTH
DIRECTIONS).
8. VERIFY SUBGRADE WITH OWNER'S REPRESENTATIVE PRIOR TO
PAVING.
9. SPOTS AND CONTOURS ARE SHOWN AT FINISH GRADE
ELEVATIONS. REFER TO CONSTRUCTION DETAILS FOR
PAVEMENT THICKNESS.
10. ADJUST TOP ELEVATIONS OF EXISTING (SURFACE) GAS
VALVES, WATER VALVES, BOXES, VAULTS, AND OTHER
ELEMENTS TO REMAIN, TO MEET PROPOSED GRADES FLUSH.
KEY PLAN
NOT TO SCALE
GRADING LEGEND
PROPOSED
CONTOUR
SPOT ELEVATION
%2
SLOPE
EXISTING
CATCH BASIN/STORM INLET
STORM DRAIN
458.35
AREA E
REFER TO LD-101 FOR TREE PROTECTION
NOTES
TREE PROTECTION NOTES
839CM3028
839CM3030BID DOCUMENTS
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11"
CO
CO
CO
11"
14"
11"
11"
9"
9"
13"
14"
CO
CO
FH
icv
E
J
B
C
O
M
M
Maintenance
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S S
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S S
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OHE
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OHE
OHE
OHE
OHE
OHE
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OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
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OHE
OHE
OHE
OHE
OHE
M a in te n a n c e
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SECTION 4
EXISTING
PRE-PLACED
LAWN CRYPT
FIELD
GRAVESITES
SHOWN ARE
APPROXIMATE
AND ARE BASED
ON RECORD
DRAWING
INFORMATION
NOT SURVEY
8 44
6 44
1.5
MEET EXISTING
GRADE FLUSH
F A
C I N
G
%6.0
%8.33
%8.33
3.0
FG 457.50
BC 450.47
SG 449.97
FG 457.50
BC 450.47
SG 449.97
FG 444.42
BC 437.25
SG 436.75
FG 436.42
BC 429.25
SG 428.25
FG 450.12
BC 443.09
SG 442.59
FG 449.67
BC 442.50
SG 442.00
FG 450.12
BC 443.09
SG 442.59
FG 449.61
BC 442.44
SG 441.94
FG 436.92
BC 429.75
SG 429.25
FG 436.92
BC 429.75
SG 429.25
FG 437.42
BC 430.25
SG 429.75
FG 437.92
BC 430.75
SG 430.25
FG 438.67
BC 431.50
SG 431.00
FG 439.17
BC 432.00
SG 431.50
FG 439.67
BC 432.50
SG 432.00
FG 440.17
BC 433.00
SG 432.50
FG 440.67
BC 433.50
SG 433.00
FG 441.17
BC 434.00
SG 433.50
FG 441.67
BC 434.50
SG 434.00
FG 442.17
BC 435.00
SG 434.50
FG 442.67
BC 435.50
SG 435.00
FG 443.42
BC 436.25
SG 435.75
FG 443.92
BC 436.75
SG 436.25
FG 444.92
BC 437.75
SG 437.25
FG 444.92
BC 437.75
SG 437.25
FG 445.42
BC 438.25
SG 437.75
FG 445.92
BC 438.75
SG 438.25
FG 446.42
BC 439.25
SG 438.75
FG 446.92
BC 439.75
SG 439.25
FG 447.42
BC 440.25
SG 439.75
FG 448.17
BC 441.00
SG 440.50
FG 448.67
BC 441.50
SG 441.00
FG 449.17
BC 442.00
SG 441.50
FG 450.48
BC 443.45
SG 442.95
FG 450.84
BC 443.81
SG 443.31
FG 451.20
BC 444.17
SG 443.67
FG 451.56
BC 444.53
SG 444.03
FG 452.10
BC 445.07
SG 444.57
FG 452.46
BC 445.43
SG 444.93
FG 452.82
BC 445.79
SG 445.29
FG 453.18
BC 446.15
SG 445.65
FG 453.54
BC 446.51
SG 446.01
FG 453.54
BC 446.51
SG 446.01
FG 453.90
BC 446.87
SG 446.37
FG 454.26
BC 447.23
SG 446.73
FG 454.62
BC 447.59
SG 447.09
FG 454.98
BC 447.95
SG 447.45
FG 457.14
BC 450.11
SG 449.61
FG 456.96
BC 449.93
SG 449.43
FG 456.60
BC 449.57
SG 449.07
FG 456.24
BC 449.21
SG 448.71
FG 455.88
BC 448.85
SG 448.35
FG 455.52
BC 448.49
SG 447.99
435 440 445
433 434 436 437 438 439 441 442 443 444 446 447 448 449
451 452
PROTECT EXISTING PRE-PLACED
CRYPTS FROM DAMAGE DURING
CONSTRUCTION - REFER TO CRYPT
PROTECTION NOTES THIS SHEET
457.49
457.49
%1.5
HP 458.20
HP 458.20
458.35
458.35
457.49
457.49
%6.0%6.0%8.33%8.33%8.33
MATCHLINE - AREA F
MATCHLINE - AREA E
COLUMBARIUM ENLARGEMENT - AREA G
REFER TO SHEET LG-105
MAINTENANCE AREA ENLARGEMENT - AREA H
REFER TO SHEET LG-106
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
LG-104
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----
2020-05-22 MAS
GRADING PLAN - AREA F
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
KAR
KEY PLAN
AREA F
REFER TO LD-101 FOR TREE
PROTECTION NOTES
TREE PROTECTION NOTES
SURVEY NOTE
SURVEY INFORMATION WAS PROVIDED BY KCI
TECHNOLOGIES, INC., 1352 MARROWS ROAD, SUITE
100, NEWARK, DE 19711. FIELD WORK WAS
CONDUCTED FEBRUARY THROUGH APRIL 2019.
CEMETERY ANNEX PROPERTY LINE INFORMATION IS
FROM A 2014 SURVEY PREPARED BY KCI
TECHNOLOGIES, 4601 SIX FORKS ROAD, SUITE 220,
RALEIGH, NC 27609. THIS PLAN DOES NOT
REPRESENT AN OFFICIAL BOUNDARY SURVEY OF
THE PARENT TRACT - BOUNDARY INFORMATION
SHOWN HEREON TAKEN FROM EXISTING RECORDS
FOUND AT THE CULPEPER COUNTY CLERK OF
COURTS OFFICE.
GRADING NOTES
1. NOTIFY UTILITY LOCATOR SERVICE AT LEAST 3
WORKING DAYS PRIOR TO ANY DIGGING OR
EXCAVATION.
2. VERIFY FIELD STAKE-OUT AND GRADES WITH
COR PRIOR TO CONSTRUCTION.
3. PROVIDE POSITIVE DRAINAGE IN EXISTING AND
PROPOSED PAVED AND PLANTED AREAS
DURING EACH PHASE OF CONSTRUCTION, AND
FOR FINISHED GRADES. AVOID FORMING FALSE
GUTTERS AND/OR PONDING. REMOVE AND
RECONSTRUCT PAVEMENT DICTATED BY FIELD
CONDITIONS TO PROVIDE POSITIVE DRAINAGE
AT TIE-IN POINTS.
4. ELIMINATE RUTS, DEPRESSIONS, AND REPAIR
ERODED AREAS UPON FINAL GRADING.
5. CONSTRUCT SLOPES TO A MAXIMUM 3H:1V.
6. SLOPE GRADE AWAY FROM BUILDINGS, WALKS,
AND EDGES OF PARKING AREAS A MINIMUM 2%,
UNLESS OTHERWISE NOTED.
7. FOR ADA ACCESSIBILITY; CONSTRUCT TO A
MAXIMUM RAMPS 8.3%; CONSTRUCT WALKS TO
A MAXIMUM 4.9%; CONSTRUCT ACCESSIBLE
PARKING SPACES TO A MAXIMUM 2% (BOTH
DIRECTIONS).
8. VERIFY SUBGRADE WITH OWNER'S REPRESENTATIVE
PRIOR TO PAVING.
9. SPOTS AND CONTOURS ARE SHOWN AT FINISH
GRADE ELEVATIONS. REFER TO
CONSTRUCTION DETAILS FOR PAVEMENT
THICKNESS.
10. ADJUST TOP ELEVATIONS OF EXISTING
(SURFACE) GAS VALVES, WATER VALVES,
BOXES, VAULTS, AND OTHER ELEMENTS TO
REMAIN, TO MEET PROPOSED GRADES FLUSH.
GRADING LEGEND
PROPOSED
CONTOUR
SPOT ELEVATION
%2SLOPE
EXISTING
CATCH BASIN/
STORM INLET
STORM DRAIN ST ST
FG 457.50
BC 450.47
SG 449.97
NOT TO SCALE
839CM3028
839CM3030
NOTES:
1. PROTECTION OF EXISTING PRE-PLACED CRYPTS:
a. MARK BOUNDARY OF PRE-PLACED CRYPT FIELD WITH TREE
PROTECTION FENCE. PROVIDE SIGNAGE AT 50 FT INTERVALS
INDICATING "CRYPT FIELD - 12,000-LB AXLE LOAD MAXIMUM WITHIN 30
FEET OF FENCE".
b. USE OF HEAVY EQUIPMENT IS RESTRICTED NEAR PRE-PLACED CRYPT
SECTIONS. NO VEHICLES OVER 6,000 LB WHEEL LOAD, 12,000 LBS
AXLE LOAD, OR EQUIVALENT PRESSURE PER SQUARE INCH TO
OPERATE WITHIN 30 FEET OF CRYPT FIELD BOUNDARY. USE
EXTREME CAUTION DURING CONSTRUCTION ACTIVITIES.
c. DO NOT STORE OR STOCKPILE ANY STONE, SAND, BACKFILL, CRYPTS
OR ANY OTHER MATERIAL 4 FEET HIGH (ABOVE CRYPT FIELD FINISH
GRADE) WITHIN 30 FEET OF INSTALLED CRYPTS.
d. AFFECTED CRYPTS SUBJECT TO SAID LOADING CONDITION AS
DETERMINED BY THE CO/COR SHALL BE INSPECTED FOR POSSIBLE
DAMAGES WITH ALL EXCAVATION, LID LIFTING, FILL REPLACEMENT
AND ALL OTHER WORK AS NECESSARY, AT CONTRACTOR'S EXPENSE.
e. PROTECT NEW CRYPT FIELD IN SIMILAR FASHION AFTER COMPLETION.
BID DOCUMENTS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
COMMITTAL SHELTER #2
2.0
2.0
2.0
2.0
1.0
2.0
MEET EXISTING
GRADE FLUSH
AT EXISTING
SIDEWALK
2.0
1.5
%6.0
MEET EXISTING GRADE FLUSH
MATCH EXISTING
GRADE
MATCH EXISTING
GRADE
457.81 457.72
458.18
458.07
2.0
458.19
458.28
458.75
458.35
458.35
458.35
458.21
458.17
458.21
458.17
457.63
457.49
457.49
457.63
457.63
457.49
457.25
%1.5
HP 458.20
HP 458.20
458.35
458.35
457.49
457.49
457.62
457.85
W
W
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
11"
CO
CO
CO
11"
14"
11"
11"
9"
9"
13"
14"
CO
CO
FH
icv
E
J
B
C
O
M
M
Maintenance
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
LG-105
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----
2020-05-22 MAS
GRADING PLAN - AREA G
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
KAR
SURVEY NOTE
SURVEY INFORMATION WAS PROVIDED BY KCI TECHNOLOGIES,
INC., 1352 MARROWS ROAD, SUITE 100, NEWARK, DE 19711. FIELD
WORK WAS CONDUCTED FEBRUARY THROUGH APRIL 2019.
CEMETERY ANNEX PROPERTY LINE INFORMATION IS FROM A 2014
SURVEY PREPARED BY KCI TECHNOLOGIES, 4601 SIX FORKS ROAD,
SUITE 220, RALEIGH, NC 27609. THIS PLAN DOES NOT REPRESENT
AN OFFICIAL BOUNDARY SURVEY OF THE PARENT TRACT -
BOUNDARY INFORMATION SHOWN HEREON TAKEN FROM EXISTING
RECORDS FOUND AT THE CULPEPER COUNTY CLERK OF COURTS
OFFICE.
KEY PLAN
NOT TO SCALE
GRADING NOTES
1. NOTIFY UTILITY LOCATOR SERVICE AT LEAST 3 WORKING DAYS
PRIOR TO ANY DIGGING OR EXCAVATION.
2. VERIFY FIELD STAKE-OUT AND GRADES WITH COR PRIOR TO
CONSTRUCTION.
3. PROVIDE POSITIVE DRAINAGE IN EXISTING AND PROPOSED
PAVED AND PLANTED AREAS DURING EACH PHASE OF
CONSTRUCTION, AND FOR FINISHED GRADES. AVOID FORMING
FALSE GUTTERS AND/OR PONDING. REMOVE AND
RECONSTRUCT PAVEMENT DICTATED BY FIELD CONDITIONS
TO PROVIDE POSITIVE DRAINAGE AT TIE-IN POINTS. ADJUST
CATCH BASINS AND INLET TOPS TO PROVIDE POSITIVE
DRAINAGE FROM ADJACENT PAVED AREAS.
4. ELIMINATE RUTS, DEPRESSIONS, AND REPAIR ERODED AREAS
UPON FINAL GRADING.
5. CONSTRUCT SLOPES TO A MAXIMUM 4H:1V UNLESS
OTHERWISE INDICATED.
6. SLOPE GRADE AWAY FROM BUILDINGS, WALKS, AND EDGES OF
PARKING AREAS A MINIMUM 2%, UNLESS OTHERWISE NOTED.
7. FOR ADA ACCESSIBILITY; CONSTRUCT TO A MAXIMUM RAMPS
8.3%; CONSTRUCT WALKS TO A MAXIMUM 4.9%; CONSTRUCT
ACCESSIBLE PARKING SPACES TO A MAXIMUM 2% (BOTH
DIRECTIONS).
8. VERIFY SUBGRADE WITH OWNER'S REPRESENTATIVE PRIOR TO
PAVING.
9. SPOTS AND CONTOURS ARE SHOWN AT FINISH GRADE
ELEVATIONS. REFER TO CONSTRUCTION DETAILS FOR
PAVEMENT THICKNESS.
10. ADJUST TOP ELEVATIONS OF EXISTING (SURFACE) GAS
VALVES, WATER VALVES, BOXES, VAULTS, AND OTHER
ELEMENTS TO REMAIN, TO MEET PROPOSED GRADES FLUSH.
GRADING LEGEND
PROPOSED
CONTOUR
SPOT ELEVATION
%2
SLOPE
EXISTING
CATCH BASIN/STORM INLET
STORM DRAIN
458.35
AREA G
REFER TO LD-101 FOR TREE PROTECTION
NOTES
TREE PROTECTION NOTES
C
O
S
S
S
S
S
S
S
S
S
S
EJB
C
O
M
M
W
W
G
G
G
G
G
G
G
G
G
G
G
G
G
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
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
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
M a i n t e n a n c e
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T T
T
T
T
T
T
T
T
T
T
E
W
W
EXISTING BUILDING
%1.8
8 44
6 44
%6.7
%6.7
%1.8
2.0
2.0
2.0
2.0
MEET EXISTING GRADE FLUSH
FFE 448.50
MATCH EXISTING
(448.38)
MATCH EXISTING
(448.18)
MATCH EXISTING
(448.64)
MATCH EXISTING
(448.25)
MATCH EXISTING
(448.83)
444.50
448.46
448.46
INLET
447.94
INLET
447.94
444.50
2.0
448.36
448.46
448.46
448.46
448.46
448.36
448.36
2.0
448.30
448.30
448.30
444.50
MATCH EXISTING
GRADE
MATCH EXISTING GRADE
%1.8
W
W
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
O
H
E
11"
CO
CO
CO
11"
14"
11"
11"
9"
9"
13"
14"
CO
CO
FH
icv
E
J
B
C
O
M
M
Maintenance
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
LG-106
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----
2020-05-22 MAS
GRADING PLAN - AREA H
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
KAR
SURVEY NOTE
SURVEY INFORMATION WAS PROVIDED BY KCI TECHNOLOGIES,
INC., 1352 MARROWS ROAD, SUITE 100, NEWARK, DE 19711. FIELD
WORK WAS CONDUCTED FEBRUARY THROUGH APRIL 2019.
CEMETERY ANNEX PROPERTY LINE INFORMATION IS FROM A 2014
SURVEY PREPARED BY KCI TECHNOLOGIES, 4601 SIX FORKS ROAD,
SUITE 220, RALEIGH, NC 27609. THIS PLAN DOES NOT REPRESENT
AN OFFICIAL BOUNDARY SURVEY OF THE PARENT TRACT -
BOUNDARY INFORMATION SHOWN HEREON TAKEN FROM EXISTING
RECORDS FOUND AT THE CULPEPER COUNTY CLERK OF COURTS
OFFICE.
KEY PLAN
NOT TO SCALE
GRADING NOTES
1. NOTIFY UTILITY LOCATOR SERVICE AT LEAST 3 WORKING DAYS
PRIOR TO ANY DIGGING OR EXCAVATION.
2. VERIFY FIELD STAKE-OUT AND GRADES WITH COR PRIOR TO
CONSTRUCTION.
3. PROVIDE POSITIVE DRAINAGE IN EXISTING AND PROPOSED
PAVED AND PLANTED AREAS DURING EACH PHASE OF
CONSTRUCTION, AND FOR FINISHED GRADES. AVOID FORMING
FALSE GUTTERS AND/OR PONDING. REMOVE AND
RECONSTRUCT PAVEMENT DICTATED BY FIELD CONDITIONS
TO PROVIDE POSITIVE DRAINAGE AT TIE-IN POINTS. ADJUST
CATCH BASINS AND INLET TOPS TO PROVIDE POSITIVE
DRAINAGE FROM ADJACENT PAVED AREAS.
4. ELIMINATE RUTS, DEPRESSIONS, AND REPAIR ERODED AREAS
UPON FINAL GRADING.
5. CONSTRUCT SLOPES TO A MAXIMUM 4H:1V UNLESS
OTHERWISE INDICATED.
6. SLOPE GRADE AWAY FROM BUILDINGS, WALKS, AND EDGES OF
PARKING AREAS A MINIMUM 2%, UNLESS OTHERWISE NOTED.
7. FOR ADA ACCESSIBILITY; CONSTRUCT TO A MAXIMUM RAMPS
8.3%; CONSTRUCT WALKS TO A MAXIMUM 4.9%; CONSTRUCT
ACCESSIBLE PARKING SPACES TO A MAXIMUM 2% (BOTH
DIRECTIONS).
8. VERIFY SUBGRADE WITH OWNER'S REPRESENTATIVE PRIOR TO
PAVING.
9. SPOTS AND CONTOURS ARE SHOWN AT FINISH GRADE
ELEVATIONS. REFER TO CONSTRUCTION DETAILS FOR
PAVEMENT THICKNESS.
10. ADJUST TOP ELEVATIONS OF EXISTING (SURFACE) GAS
VALVES, WATER VALVES, BOXES, VAULTS, AND OTHER
ELEMENTS TO REMAIN, TO MEET PROPOSED GRADES FLUSH.
GRADING LEGEND
PROPOSED
CONTOUR
SPOT ELEVATION
%2
SLOPE
EXISTING
CATCH BASIN/STORM INLET
STORM DRAIN
458.35
AREA H
REFER TO LD-101 FOR TREE PROTECTION
NOTES
TREE PROTECTION NOTES
SECTION
COMPACTED SUITABLE SUBGRADE
- PROOFROLL
GEOTEXTILE FABRIC - MIRAFI 140N OR
APPROVED EQUAL
COMPACTED AGGREGATE
SUBBASE (VDOT 21A)
FINISHED GRADE
VDOT BM-25.0A BASE COURSE
TACK COAT
VDOT SM-9.5A SURFACE COURSE
SECTION
COMPACTED AGGREGATE
SUBBASE (VDOT 21A)
FINISHED GRADE
VDOT BM-25.0A BASE COURSE
TACK COAT
VDOT SM-9.5A SURFACE COURSE
COMPACTED SUITABLE SUBGRADE
GEOTEXTILE FABRIC - MIRAFI 140N OR
APPROVED EQUAL
MIN 2" OF EXISTING STONE
TO REMAIN -PROOFROLL
V A
R I E
S
SECTION
V A
R I E
S
EXISTING SUBGRADE TO REMAIN
EXISTING SUBBASE TO REMAIN
FINISHED GRADE - MATCH EXISTING
EXISTING BASE COURSE TO REMAIN
REPAIR CRACKS AS SPECIFIED
TACK COAT
VDOT SM-9.5A SURFACE COURSE
SECTION
NOTES:
1. PROVIDE 3/16" RADIUS, ALL SLAB EDGES
2. REFER TO SITE PLAN FOR JOINT LAYOUT. CONTROL JOINTS SHALL BE 10' O.C. MAX;
EXPANSION JOINTS SHALL BE 30' O.C. MAX.
3. PLACE EXPANSION JOINTS BETWEEN PAVING AND ALL FIXED OBJECTS SUCH AS CURBS,
COLUMNS, INLETS, WALLS, ETC. (OMIT DOWEL).
COMPACTED SUITABLE SUBGRADE
- PROOFROLL
COMPACTED AGGREGATE
SUBBASE - VDOT 21A
4,000 PSI CONCRETE PAVING
GALVANIZED WWF- 6 X 6 - W 2.9 X W 2.9 - FLAT
SHEETS ONLY. CENTERED IN SLAB. SET ON
CHAIRS. CUT OR INTERRUPT AT CONTROL
JOINTS
MEDIUM BROOM FINISH - PERPENDICULAR
TO DIRECTION OF TRAVEL
#4 X 18" STEEL EPOXY-COATED SLIP DOWEL;
18" O.C. GREASE AND CAP ONE END -
CENTERED IN SLAB, 6" CLEAR AT SLAB EDGES
EXPANSION JOINT
FILLER, BACKER ROD
AND SEALANT
CONTROL JOINTS 1-1/2" DEEP, 3/8" WIDE, 3/16"
RADIUS EDGES
GEOTEXTILE FABRIC - MIRAFI 140N OR
APPROVED EQUAL
6" 6"
PROVIDE THICKENED
EDGE WHERE WALK
MEETS VEHICULAR
PAVING
R
SECTION
NOTES:
1. PROVIDE EXPANSION JOINTS @20' O.C. MAX.
2. PROVIDE #4 X 18" STEEL EPOXY-COATED SLIP DOWELS AT
EXPANSION JOINTS. GREASE AND CAP ONE END. DISCONTINUE
REINFORCING BARS AT SLIP DOWELS - 3" CLR.
3. PROVIDE 3' LONG TRANSITION BETWEEN CURB TYPES
(STANDARD, CURB AND GUTTER, VALLEY)
4. PROVIDE 2' LONG TRANSITION BETWEEN CURB AND DRAINAGE
GRATE PROFILES
5. WHERE CURB IS ADJACENT TO SIDEWALK, JOINTS IN SIDEWALK
SHALL ALIGN WITH JOINTS IN CURB
6. ALL EXPANSION JOINTS TO HAVE SELF SEALING ASPHALTIC
EXPANSION JOINT FILLER. CUT TO MATCH CURB PROFILE WITH
" RECESS
2" R
ADJACENT PAVING
6"
4"
#4 EPOXY COATED
REINFORCING BAR, MIN.
2" CLR - SEE NOTE #2
NOTES:
1. PROVIDE EXPANSION JOINTS @20' O.C. MAX.
2. PROVIDE #4 X 18" STEEL EPOXY-COATED SLIP DOWELS AT EXPANSION JOINTS.
GREASE AND CAP ONE END . DISCONTINUE REINFORCING BARS AT SLIP
DOWELS (3" CLR).
3. PROVIDE 3' LONG TRANSITION BETWEEN CURB TYPES (STANDARD, CURB AND
GUTTER, VALLEY)
4. PROVIDE 2' LONG TRANSITION BETWEEN CURB AND DRAINAGE GRATE
PROFILES
6. ALL EXPANSION JOINTS TO HAVE SELF SEALING ASPHALTIC EXPANSION JOINT
FILLER. CUT TO MATCH CURB PROFILE WITH
" RECESS.
7. WHERE PAVEMENT SLOPES AWAY FROM CURB, GUTTER SLOPE SHALL MATCH
8. THE BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR
PARALLEL TO THE SLOPE OF THE SUBGRADE OR BASE AGGREGATE PROVIDED
A 8" MINIMUM GUTTER THICKNESS IS MAINTAINED
SECTION
4"
16" R
6" R
2'-0"
9" 11"
1/2" R
1 2
ADJACENT PAVING
COMPACTED AGGREGATE
SUB-BASE - EXTENDED
UNDER CURB - VDOT 21A
#4 EPOXY COATED
REINFORCING BAR, MIN. 3"
CLR - SEE NOTE #2
8"
MEDIUM BROOM FINISH
NOTES:
1. PROVIDE EXPANSION JOINTS @20' O.C. MAX.
2. PROVIDE #4 X 18" STEEL EPOXY-COATED SLIP DOWELS AT EXPANSION JOINTS.
GREASE AND CAP ONE END. DISCONTINUE REINFORCING BARS AT SLIP DOWELS,
3" CLEAR.
3. PROVIDE 3' LONG TRANSITION BETWEEN CURB TYPES (STANDARD, CURB AND
GUTTER, VALLEY)
4. PROVIDE 2' LONG TRANSITION BETWEEN CURB AND DRAINAGE GRATE PROFILES
5. ALL EXPANSION JOINTS TO HAVE SELF SEALING ASPHALTIC EXPANSION JOINT
FILLER. CUT TO MATCH CURB PROFILE WITH
" RECESS
2'-0"
1'-0"
ADJACENT PAVING OR GROUND
COMPACTED AGGREGATE SUB-BASE
VDOT 21A
#4 EPOXY COATED
REINFORCING BAR, MIN. 3" CLR -
SEE NOTE #2
SECTION
MEDIUM BROOM FINISH
SECTION
GALVANIZED WWF- 6 X 6 - W 2.9 X W 2.9 FLAT SHEETS ONLY -
SET ON CHAIRS, NO "HOOKING" - CUT OR INTERRUPT AT
CONTROL JOINTS
#4 X 18" STEEL EPOXY-COATED SLIP DOWEL; 18" O.C.
GREASE AND CAP ONE END - CENTERED IN SLAB
EXPANSION JOINT FILLER
COMPACTED AGGREGATE SUBBASE - VDOT 21A
CONTROL JOINT - 2" DEEP, 3/8" WIDE, 3/16" RADIUS EDGES
3/16" RAD. TYP. ALONG SLAB EDGES
BACKER ROD AND JOINT SEALANT
MEDIUM BROOM FINISH
4,000 PSI CONCRETE PAVING
GEOTEXTILE FABRIC
NOTES:
1. SEE PLANS FOR JOINT LOCATIONS. CONTROL
JOINTS SHALL BE 15'-0" O.C. MAX.
2. TO ACHIEVE PROPER CONTROL JOINT. DEPTH,
JOINTS MAY BE SAW CUT AFTER TOOLING. SAW
CUTTING TO BE TIMED TO OCCUR BEFORE
INITIAL SHRINKAGE OF CONCRETE.
3. USE ISOLATION JOINTS AT ALL STRUCTURES
AND FIXED OBJECTS SUCH AS INLETS.
ISOLATION JOINTS ARE EXPANSION JOINTS
WITHOUT SLIP DOWELS.
4. PROVIDE DOWELED EXPANSION JOINT BETWEEN
NEW CONCRETE PAVING AND ADJACENT NEW
OR EXISTING CONCRETE PAVING
5. PROVIDE THICKENED EDGE WHERE CONCRETE
PAVING MEETS ADJACENT VEHICULAR PAVING
OF ANY TYPE
THICKENED SLAB EDGE
3'-0"
COMPACTED SUITABLE
SUBGRADE - PROOFROLL
CONTROL JOINT WITH TIE BAR
ADJACENT PAVING
" RADIUS, ALL SLAB EDGES
PROVIDE THICKENED EDGE
AT PERIMETER OF PAVING
CONTROL JOINT
DISCONTINUE REINFORCING AT JOINTS
BROOM FINISH
GALV WWF- 6 X 6 - W 2.9 X W 2.9 FLAT SHEETS
ONLY - SET ON CHAIRS, NO "HOOKING
4,000 PSI CONCRETE PAVEMENT
COMPACTED AGGREGATE SUBBASE
GEOTEXTILE FABRIC
COMPACTED SUITABLE SUBGRADE
" X 24" LONG DEFORMED STEEL TIE BAR @ 30" O.C.
CENTERED ON MIDPOINT OF CONTROL JOINT -
INSTALL ONLY WHERE INDICATED ON PLANS
SECTION
NOTES:
1. PROVIDE EXPANSION JOINTS @20' O.C. MAX.
2. PROVIDE #4 X 18" STEEL EPOXY-COATED SLIP DOWELS AT
EXPANSION JOINTS. GREASE AND CAP ONE END. DISCONTINUE
REINFORCING BARS AT SLIP DOWELS - 3" CLR.
3. ALL EXPANSION JOINTS TO HAVE SELF SEALING ASPHALTIC
EXPANSION JOINT FILLER. CUT TO MATCH CURB PROFILE.
2" R
EXISTING VALLEY CURB
6"
4"
#4 EPOXY COATED
REINFORCING BAR 12"
O.C. BOTH WAYS, MIN. 2"
CLR - SEE NOTE #2
" EXPANSION JOINT
WITH BACKER ROD
AND SEALANT
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
LS-501
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----
2020-05-22 MAS
SITE DETAILS
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
KAR
SCALE:
BITUMINOUS PAVING (STANDARD DUTY)
1 1/2" = 1'-0"
SCALE:
BITUMINOUS PAVING (MAINTENANCE AREA)
1 1/2" = 1'-0"
SCALE:
BITUMINOUS PAVING (MILL AND OVERLAY)
1 1/2" = 1'-0"
SCALE:
CONCRETE PAVEMENT (STANDARD DUTY)
1 1/2" = 1'-0"
SCALE:
CONCRETE PAVEMENT (HEAVY DUTY)
1 1/2" = 1'-0"
SCALE:
CONCRETE CURB
1" = 1'-0"
SCALE:
CURB AND GUTTER
1" = 1'-0"
SCALE:
VALLEY CURB
1" = 1'-0"
839CM3028
839CM3030
SCALE:
12 INCH CONCRETE CURB
1" = 1'-0"
BID DOCUMENTS
1'-6"
SPLASH PIT
2" RADIUS AT
CORNERS
HYDRANT
LS-502
L
C
FLOWER VASE
CONTAINER
LS-502
L
C
TRASH RECEPTACLE
LS-502
L
C
L
C
8'-8"
1'-6"3''2'-7"1'-7"
WATER
HYDRANT
VALVE BOX
M
I N
E
X T
E N
D
P
A D
T
O
A
D J A
C E
N T
P A
V I N
G
R
E F
R
T
L S
L
C
SECTION/ELEVATION
PLAN
CONCRETE PAVEMENT
(STANDARD DUTY)
LS-501
L
C
L
C
L
C
MEET ADJACENT
PAVING OR CURB
FLUSH AT GRADE
PROVIDE EXPANSION
JOINT
2'-4"
1'-9 3/4"
CONTINUOUS 2-1/2" STEEL BAND AROUND
RECEPTACLE WITH "TRASH" LABEL APPLIED;
TYPEFACE FOR LABELS TO BE HELVETICA MEDIUM,
UPPER AND LOWER CASE; 2-1/4" HT LETTERS
WELD STEEL BRACKET TO INNER SIDE OF
LID FOR MOUNTING TO RECEPTACLE
STAINLESS STEEL DOME LID
1'-7"
1'-11 3/4"
AIRCRAFT STEEL
CABLE LOOPED
THROUGH BRACKET
ON LID AND
ATTACHED TO LITTER
RECEPTACLE
NOTES:
1. DRILL (4) 3/8" DIAMETER HOLES IN BOTTOM OF
PLASTIC RECEPTACLES FOR WATER DRAINAGE
FINISH GRADE
CONCRETE SLAB
ANCHOR RECEPTACLES WITH STAINLESS
STEEL EXPANSION SHIELDS AND BOLTS PER
MANUFACTURER'S SPECIFICATIONS
ROUND
ROUND
2'-4"'
1'-7"
1'-11 3/4"
14 GAUGE STEEL LID
FIXED PORTION OF LID
RIVETED TO STEEL TAB
CONTINUOUS HINGE SPOT
WELDED TO BOTTOM
1/4" X 1" HANDLE WELDED
TO LIDE
BOTTOM VIEW
3/4" ANCHOR BOLT HOLE
BASE SUPPORTS: 3/8" X 3"
SOLID SOLID STEEL BARS
BAND ROLLED FROM 1/4" X
2" SOLID STEEL BARS
ANCHOR CONTAINER WITH STAINLESS
STEEL EXPANSION SHIELDS AND BOLTS PER
MANUFACTURER'S SPECIFICATIONS
FINISH GRADE
CONCRETE SLAB
HINGED LID
ELEVATION
ROUND
CONTINUOUS 2-1/2" STEEL BAND AROUND
CONTAINER WITH "FLOWER VASES" LABEL APPLIED;
TYPEFACE FOR LABELS TO BE HELVETICA MEDIUM,
UPPER AND LOWER CASE; 2-1/4" HT LETTERS
HANDLE
LID PLAN VIEW
1 2
POST
PLAN
1"=1'-0"
NOTES:
1. FILL 1 1/2" DIAMETER CAST HOLE WITH
EPOXY AFTER PIPE INSTALLATION.
2. DO NOT ALLOW EPOXY TO INTERFERE
WITH THREADED CONNECTION BETWEEN
FAUCET AND COUPLER.
3. MOCKUP OF PRECAST POST REQUIRED.
4. SAMPLE OF ALUMINUM PLATE AND VINYL
DECAL REQUIRED.
5. SUBMIT SAMPLE OF RIVER ROCK FOR
APPROVAL.
FAUCET
1/2" DEEP RECESS FOR ALUMINUM PLATE ON THREE SIDES
OF PRECAST POST
FAUCET
1/2" DEEP RECESS WITH BEVEL EDGE FOR ALUMINUM
PLATE ON THREE SIDES OF PRECAST POST - ATTACHED
WITH TWO 1/4" X 2" STAINLESS STEEL ANCHORS
T
Y
P
ELBOW
PRECAST CONCRETE POST 7-1/2" SQUARE
1/2" DEEP RECESS FOR ALUMINUM PLATE -
THREE SIDES OF POST
VALVE BOX - SEE
IRRIGATION
DRAWINGS GRAVEL SPLASH PIT
SPIGOT WITH ACCESSIBLE HANDLE
AS SPECIFIED
1" DIAMETER, WASHED, ROUNDED RIVER ROCK
DRAINAGE AGGREGATE - AASHTO #57 STONE
"DO NOT DRINK" VINYL DECAL CENTERED ON ALUMINUM
PLATE ON THREE SIDES OF PRECAST POST
4-1/2"
ALUMINUM
PANEL
ELEVATION
NOT TO SCALE
ALUMINUM PANEL
MOUNTING SURFACE
DECAL
POST ELEVATION
1"=1'-0"
7-1/2"
AT COLUMBARIUM: 4" PERFORATED PVC UNDERDRAIN
CONNECTED TO COLUMBARIUM DRAINAGE SYSTEM
AT OTHER LOCATIONS: PROVIDE 4" PERFORATED PVC
UNDERDRAIN AND CONNECT TO EXISTING STORM
DRAIN SYSTEM; IF NO EXISTING STORM, PROVIDE
3'X3'X3' DRY WELL WITH AASHTO #57 STONE
GEOTEXTILE FABRIC ALL SIDES
1 1/2" DIAMETER CAST HOLE THROUGH POST
REFER TO IRRIGATION
DRAWINGS FOR
PLUMBING DETAIL
VA FORM 08 - 6231
A
F i t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
LS-502
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----
2020-05-22 MAS
SITE DETAILS
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
KAR
SCALE:
FLOWER WATERING STATION
1" = 1'-0"
SCALE:
TRASH RECEPTACLE
1" = 1'-0"
SCALE:
FLOWER VASE CONTAINER
1" = 1'-0"
SCALE:
HYDRANT
1" = 1'-0"
S
E
S
F
R
F O
U N
D A
T I O
N
D
E T
A I L
SPUN ALUMINUM FLASH COLLAR FC-11 - FINISH TO MATCH FLAGPOLE
NOTES:
FLAG POLE:
REMOVE EXISTING FLAG POLE, NOTING THE DEPTH
OF UNEXPOSED POLE AND DIAMETER OF CONCRETE
FOOTING. STORE POLE APPROPRIATELY FOR
INSTALLATION IN NEW LOCATION.
GROUND TUBE:
16" O.D. X 0.25" GALVANIZED STEEL TUBE WITH
WELDED STEEL INTERNAL CENTERING WEDGES
AND 3/4" DIA STEEL LIGHTNING SPIKE WELDED
TO STEEL BOTTOM SUPPORT PLATE
STORAGE:
STORE IN A DRY PLACE. IF OUTSIDE STORAGE IS
NECESSARY, ELEVATE ABOVE THE GROUND
SECTION
SEE S-101 FOR
FOUNDATION DETAIL
SILICONE SEALANT ALL AROUND
FINISH TOP OF CEMENT CONCRETE FOOTING WITH 1% MIN. WASH.
PROVIDE MEDIUM BROOM FINISH TO MATCH ADJACENT PAVING SLAB.
FLAG (N.I.C.) - PROVIDED BY GOVERNMENT,
INSTALLED BY CONTRACTOR
FINISHED GRADE
60' FLAG POLE (CLEAR HT.)
EXPANSION JOINT
FOUR HARDWOOD WEDGES
TAMPED DRY SAND INSIDE SLEEVE
4,000 PSI CAST IN PLACE CONCRETE FOOTING
HSS ROUND GALVANIZED STEEL TUBE SLEEVE 16" X 0.25"
EXTENDED UP TO FINISH GRADE
FOUR STEEL CENTERING WEDGES WELDED TO PLATE
STEEL SUPPORT PLATE WELDED TO GROUNDING ROD
3/4" DIA. STEEL GROUNDING ROD, EXTEND MIN. 6" BELOW CONCRETE.
ATTACH LIGHTNING KIT TO ROD, WELDED TO PLATES.
STEEL BASE PLATE WELDED TO GROUNDING ROD
UNDISTURBED SUBGRADE
COMPACTED OR UNDISTURBED SUBGRADE
CONCRETE PAVEMENT
(STANDARD DUTY)
LS-501
SEALING COMPOUND
R
11 3/4"
#4 REINFORCING BAR,
3" CLEAR, EACH TREAD NOSING
W A
S H
M
I N
M
A X
15"
15"
12"
1'-2"
DOWELED EXPANSION
JOINT
DOWELED EXPANSION
JOINT
COMPACTED
AGGREGATE
#4 REINFORCING BAR @
16" O.C., 2" CLEAR
#4 REINFORCING BAR @
12" O.C., CENTERED
IN SLAB
REINFORCED
CONCRETE
STAIRS
2"x4"
KEYWAY
REINFORCED CONCRETE FOOTING
2"x4"
KEYWAY
REINFORCED
CONCRETE
FOOTING
MEDIUM BROOM
FINISH ON TREADS
CONCRETE THICKENED
EDGE
19"
6"
RAILING
LS-503
M
I
N
X
EXISTING RETAINING WALL TO REMAIN
REINFORCED CONCRETE FOOTING
#4 REINFORCING BAR @
16" O.C., 2" CLEAR
#4 REINFORCING BAR @
12" O.C., CENTERED
IN KEYWAY
#4 REINFORCING BAR @
16" O.C., 2" CLEAR
#4 REINFORCING BAR @
12" O.C., CENTERED
IN KEYWAY
12"
REMOVE AND REPLACE CRACKED
END PORTION OF WALL. SAWCUT
NEATLY AT BOTTOM STEP RISER
AND POUR NEW CHEEK WALL
EXTENSION CONTIGUOUS WITH
PROPOSED PAVING. TIE TO EXISTING
WALL WITH (2) #4X12" DOWELS
X
NOTES:
1. ALL COMPONENTS TO BE STEEL WITH TNEMEC HIGH PERFORMANCE
COATING OR APPROVED EQUAL.
2. COMPONENTS TO BE WELDED. GRIND ALL WELDS SMOOTH.
3. PROVIDE SHOP DRAWINGS SEALED BY A VA REGISTERED STRUCTURAL
ENGINEER INDICATING THAT THE HANDRAIL WILL SUPPORT LOADS TO
MEET APPLICABLE BUILDING CODE. SHOP DRAWINGS TO INDICATE FIELD
MEASUREMENTS AND PART NUMBERS FOR ALL COMPONENTS.
4. FIELD VERIFY STAIR DIMENSIONS PRIOR TO FABRICATION OF RAILING.
HANDRAIL MOULDING SECTION
(N.T.S.)
2-1/4"
1-5/16"
1-9/16"
CONCRETE PAVING
HANDRAIL
MOULDING
AND
CHANNEL
1-1/2" SQUARE POST
(STEEL TUBE)
POST BASE FLANGE
PVC SLEEVE - SET POST IN
SLEEVE WITH NONSHRINK
GROUT
M
I N
M
A X
4" MAX.
1" X
" BAR
1/2" SQUARE
BAR
1" X
" BAR
4"
VA FORM 08 - 6231
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
LS-503
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----
2020-05-22 MAS
SITE DETAILS
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
KAR
SCALE:
FLAGPOLE
1/2" = 1'-0"
SCALE:
CONCRETE STAIRS
3/4" = 1'-0"
SCALE:
RAILING
1" = 1'-0"
M I N
A V
E R
A G
E
4"
5'-6"
NOTE
ALL LETTERING TO BE PAINTED BLACK WITH EXCEPTION OF PROJECT TITLE WHICH IS
TO BE BLUE
PAINT BORDER
MEMBER BLACK
ENAMEL
2"x4" [51x102mm]
FRAME AND BRACES
IN SAME PLANE
METAL FACE
WHITE ENAMEL
2"x4" [51x102mm]
FRAME AND BRACE
IN BACK
BORDER MEMBER
PAINTED BLACK
BACKGROUND
TO BE WHITE
METAL FACE
STRETCH METAL FACE TIGHT, TURN
OVER FRAME AND SECURE WITH
FLAT HEAD DEFORMED NAILS.
ALL LETTERING TO BE
HELVETICA BOLD
NOTE
ANY SEAM IN METAL TO BE FLAT
SEAM - SEAMS TO BE HORIZONTAL
AND OCCUR BETWEEN LINES OF
LETTERING.
4"x4" [102x102mm] POSTS
PAINTED WHITE
8" H. VA LOGO
1'-0" DIA
4"x4" WOOD POSTS PAINTED BLACK
COLUMBARIUM AREA: NEW POSTS
OTHER AREAS: EX POSTS TO
REMAIN.
4'-0"
1'-0"
" X 2" STAINLESS
STEEL LAG SCREW
NOTES:
1. EXISTING SIGN PANELS ARE METAL WITH VINYL GRAPHICS. REMOVE PORTION OF MAP PANEL VINYL
GRAPHICS, ADD NEW VINYL GRAPHICS TO INDICATE COLUMBARIUM PLAZA LOCATION, AND
REINSTALL SIGNS IN LOCATIONS AS INDICATED.
2. FULL SIZE PROOF REQUIRED FOR MAP GRAPHICS.
3. PROVIDE SAMPLE TO DEMONSTRATE QUALITY OF MODIFIED MAP GRAPHICS, FOR COR APPROVAL.
EXISTING SIGN REFERENCE IMAGE
FRONT ELEVATION
SECTION
COLUMBARIUM AREA: CONCRETE
FOOTING - FORM TOP 6" NEAT,
SMOOTH RUBBED FINISH
OTHER AREAS: EX. FOOTING TO
REMAIN.
SIGN
COLUMBARIUM AREA: EXISTING
SIGN SALVAGED AND
REINSTALLED IN NEW LOCATION
OTHER AREAS: EXISTING SIGN TO
REMAIN
COLUMBARIUM AREA: EXISTING
SIGN SALVAGED, MODIFIED, AND
REINSTALLED IN NEW LOCATION
OTHER AREAS: EXISTING SIGN
SALVAGED, MODIFIED, AND
REINSTALLED IN EXISTING
LOCATION
TOP OF SIGN TO BE FLUSH
WITH TOP OF POST
T
C H
X I S
T I N
G
10'-0" MAX SPACING
ELEVATION
FINISHED GRADE - SEE PLANS
C
L R
NOTES:
1. SUBMIT COMPLETE SHOP DRAWINGS.
2. ALL COMPONENTS TO HAVE BLACK VINYL
COATING
3. WIRE TIES TO BE TWISTED SO THAT ENDS
ARE TURNED DOWN AND TOWARD FENCE TO
PREVENT SNAGGING.
S E
E
N
O T
E
F
O R
D E
P T
H
C
H A
R T
4X POST
DIA.
SECTION - POST FOOTING
FOOTING DEPTH CHART:
POST FOOTING
DIA.(NOMINAL) DEPTH
2 3'-6"
" 3'-6"
3" 4'
TURNBUCKLE
POST FOOTING - SEE SECTION
ADJUSTABLE TRUSS ROD
BOTTOM SELVAGE KNUCKLED
1-5/8" DIA. BOTTOM RAIL
TENSION WIRE
HOG RING - SPACING 24" O.C., ON TIE
WITHIN 8" OF EACH POST
LINE POST TIE (TYP), 6 TIES PER POST.
SEE NOTE #3
1-5/8" BRACE RAIL AT END AND CORNER POSTS
TENSION BAR
2" DIA. ROUND LINE POST
1-5/8" DIA. TOP RAIL
LINE POST LOOP CAP (TYP)
CHAIN LINK FABRIC, SELVAGE KNUCKLE FINISH
RAIL TIE (TYP), SPACING - 24" O.C., ONE TIE
WITHIN 8" OF EACH POST. SEE NOTE #3
2-7/8" DIA. END & CORNER POST
DOME POST TOP
SLOPE TO DRAIN
FORM TOP 6" MIN. - POUR NEAT,
CLEAN UP ALL DEBRIS
FENCE POST
CEMENT CONCRETE FOOTING
- 3,500 PSI.
FINISHED GRADE
INTERNATIONAL
SYMBOL OF
ACCESS:
PAINT WHITE
ACCESS AISLE:
4" PAINTED
DIAGONAL
WHITE LINES
5'-4
11" 15" 12"
1 2
R
R
8'5' 5'
CONCRETE PARKING BUMPER
(REINSTALL EXISTING)
EDGE OF BITUMINOUS
PAVING
PARKING STALL
LINES:
4" PAINTED
WHITE LINES
ACCESSIBLE
SPACE
REGULAR
SPACE
VA FORM 08 - 6231
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A
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
LS-504
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----
2020-05-22 MAS
SITE DETAILS
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
KAR
SCALE:
CONSTRUCTIONSIGN
1" = 1'-0"
SCALE:
SITE MAP AND FLORAL REGULATION SIGNS
1" = 1'-0"
SCALE:
CHAIN LINK FENCE
1/2" = 1'-0"
839CM3028
839CM3030BID DOCUMENTS
SCALE:
LINE STRIPING
1/4" = 1'-0"
PIER
RECESSED BORDER (UPPER)
RECESSED PANEL
RECESSED BORDER (LOWER)
WALL BASE
PIER BASE
18" (+/-)
SECTION
VARIES
9" VARIES 1'-6"
ELEVATION
18"(+/-)
PIER
WALL HEADER
WALL UPPER
RECESSED BORDER
RECESSED PANEL
PIER BASE
WALL BASE
PIER CAP BASE
PIER CAP
WALL HEADER
WALL UPPER
NOTE:
EXISTING CONDITIONS ARE SHOWN FOR REFERENCE ONLY. EXISTING CONDITIONS
MAY VARY FROM WHAT IS SHOWN. FIELD VERIFY AND DOCUMENT EXISTING
CONDITIONS PRIOR TO DECONSTRUCTING EXISTING WALL AND NOTIFY COR OF ANY
DISCREPENCIES. MARK EXISTING PIER CENTERLINE LOCATIONS.
EXISTING GRADE
18"(+/-)
PIER
18" (+/-)
SECTION
M
I N
VARIES - MATCH EXISTING SPACING
ELEVATION
2'-6" MIN
1'-4"
2'-10"
PIER
WALL HEADER
WALL UPPER
RECESSED BORDER
RECESSED PANEL
PIER BASE
WALL BASE
PIER CAP BASE
PIER CAP
" MORTAR JOINT (TYP)
RECESSED BORDER UPPER
RECESSED PANEL
RECESSED BORDER LOWER
WALL BASE
PIER BASE
WALL UPPER
WALL HEADER
REINFORCED CONCRETE
FOUNDATION - REFER TO
STRUCTURAL DRAWINGS
SLOPE WITH GRADE
REINFORCED CONCRETE FOUNDATION
- REFER TO STRUCTURAL DRAWINGS
REFER TO STORM DRAINAGE AND
UTILITY DRAWINGS
EXISTING GRADE
" MORTAR SETTING BED
EXISTING SALVAGED
BRICK AND MATCHING
NEW BRICK - REFER TO
2/LS-602 FOR SIZES
MATCH
EXISTING
HEIGHT
- MIN 3
COURSES
ABOVE GRADE
MAINTAIN A CONSISTENT
SLOPE BETWEEN PIERS
STEP BRICK ON
SLOPES TO
MAINTAIN PIER
FACES PLUMB
MATCH
EXISTING
VA FORM 08 - 6231
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
LS-601
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----
2020-05-22 MAS
HISTORIC WALL DETAILS
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
KAR
SCALE:
HISTORIC BRICK WALL - EXISTING CONDITION
1/2" = 1'-0"
SCALE:
HISTORIC BRICK WALL - RECONSTRUCTION
1/2" = 1'-0"
HISTORIC BRICK WALL NOTES
1. BRICK MASON QUALIFICATIONS: MASONRY SUPERINTENDENT
AND FOREMAN ASSIGNED TO THIS PROJECT SHALL EACH HAVE
A MINIMUM OF TEN (10) YEARS' EXPERIENCE WITH
REHABILITATION OF HISTORIC BRICKWORK AND AN
INTERNATIONAL MASONRY INSTITUTE HISTORIC MASONRY
PRESERVATION CERTIFICATE (OR APPROVED EQUAL) AND
SHALL PROVIDE EVIDENCE OF CERTIFICATION PRIOR TO THE
START OF THE PROJECT. EXPERIENCE WITH INSTALLING NEW
BRICK OR DIMENSION STONE WILL NOT FULFILL THE
QUALIFICATION REQUIREMENTS. REFERENCES OF PROJECTS
THEY HAVE COMPLETED SHALL BE SUBMITTED BY THE
SUCCESSFUL BIDDER. THE PROJECT SUPERINTENDENT AND
FOREMAN ASSIGNED TO THIS PROJECT SHALL NOT BE
CHANGED THROUGHOUT THE DURATION OF THE WORK
WITHOUT WRITTEN REQUEST TO AND CONSENT OF THE COR.
ALL MASONS WORKING ON THE PROJECT SHALL HAVE
COMPLETED A TRAINING COURSE IN THE USE OF LIME BASED
MORTAR. WORKERS ASSIGNED TO THE PROJECT SHALL BE
TRAINED IN THE USE OF THE PARTICULAR PRODUCTS USED IN
THE WORK INCLUDING CLEANERS.
2. THE EXISTING BRICK WALLS SHOW EVIDENCE OF PREVIOUS
RECONSTRUCTION AND PATCHING WITH INAPPROPRIATE
MATERIALS INCLUDING PORTLAND CEMENT MORTAR AND
NON-MATCHING BRICK. WALLS SHALL BE REHABILITATED USING
THE SAME MATERIALS AND TECHNIQUES AS WERE USED IN THE
ORIGINAL CONSTRUCTION, UNLESS OTHERWISE NOTED,
INCLUDING BUT NOT LIMITED TO BRICK TYPE, MORTAR
MATERIALS, BRICK COURSE PATTERNS, AND JOINT PROFILES.
3. REFER TO LS-601 AND LS-602 FOR SPECIFIC REQUIREMENTS
FOR RECONSTRUCTION AND TYPICAL DETAILS.
4. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE
SECRETARY OF THE INTERIOR STANDARDS FOR HISTORIC
PRESERVATION
5. PROVIDE ALL REQUIRED SUBMITTALS PRIOR TO BEGINNING
STONEWORK, INCLUDING:
A. QUALIFICATIONS FOR MASONS
B. PRODUCT DATA FOR ALL PRODUCTS TO BE USED
C. TEST RESULTS FROM SAMPLES OF ORIGINAL MORTAR
FROM INTERIOR OF WALL (5 TESTS MINIMUM, SPREAD OUT
EVENLY ALONG ENTIRE LENGTH OF WALL)
D. SAMPLES OF REPLACEMENT BRICKS
E. COLOR AND TEXTURE SAMPLES FOR ALL MORTAR
MATERIALS
F. WRITTEN REHABILITATION PLAN DESCRIBING ALL MEANS
AND METHODS
6. PROVIDE SAMPLE PANEL FOR COR APPROVAL TO SERVE AS THE
STANDARD FOR THE FINISHED WORK. SAMPLE PANEL WILL
CONSIST OF ONE FULL WALL PANEL, PIER TO PIER
(APPROXIMATELY 20'-25'), USING 30% REUSED BRICK AND 70%
NEW BRICK. SAMPLE PANEL TO SHOW FULL COLOR RANGE AND
TEXTURE OF BRICKS, BOND AND PROPOSED MORTAR JOINTS.
DO NOT PROCEED WITH THE WORK UNTIL THE SAMPLE PANEL IS
APPROVED.
7. WHERE INDICATED, COMPLETELY RECONSTRUCT PORTIONS OF
WALL.
A. REMOVAL/DECONSTRUCTION, SALVAGE, AND
REINSTALLATION OF WALL SHALL BE OBSERVED BY AN
EXPERIENCED ARCHITECTURAL CONSERVATOR OR
PRESERVATION ARCHITECT ON A PART-TIME BASIS, AT
LEAST 2 HOURS PER WEEK DURING THIS PORTION OF THE
WORK. DOCUMENT PRE-CONSTRUCTION CONDITIONS VIA
MAPPING AND PHOTOGRAPHY.
B. EXERCISE EXTREME CAUTION WHEN WORKING NEAR
EXISTING GRAVESITES.
C. CLEAN EXISTING BRICK PRIOR TO DECONSTRUCTION.
REMOVE RUST STAINS, MOSS, PAINT, AND SURFACE GRIME
FROM ALL WALL AND COLUMN SURFACES. USE THE
GENTLEST EFFECTIVE METHODS IN ACCORDANCE WITH
SECRETARY OF THE INTERIOR STANDARDS FOR HISTORIC
PRESERVATION. TEST ALL CLEANING PRODUCTS ON A
SMALL AREA AS APPROVED BY THE COR BEFORE USING
WIDELY. CLEAN ALL SURFACES OF SALVAGED BRICK TO BE
REUSED IN THE WORK TO REMOVE MORTAR AND
CONTAMINANTS PRIOR TO REINSTALLING.
D. SALVAGE AND STORE EXISTING BRICK FOR REUSE.
REPLACE MISSING OR SIGNIFICANTLY DAMAGED BRICKS
WITH BRICKS OF THE SAME TYPE, SIZE, SHAPE, AND COLOR
AS THE ORIGINAL PER APPROVED SAMPLE. MIX NEW AND
OLD BRICKS EVENLY THROUGHOUT THE INSTALLATION TO
ACHIEVE A UNIFORM MIX ALONG THE ENTIRE LENGTH OF
THE WALL.
E. CONSTRUCT WALL IN ACCORDANCE WITH TYPICAL WALL
DETAILS ON SHEETS LS-601 AND LS-602.
F. AFTER BRICK WALL RECONSTRUCTION IS COMPLETE,
PERFORM A FINAL CLEANING.
8. REFER TO STORM DRAINAGE AND UTILITY PLANS AND DETAILS
FOR FOUNDATION DRAIN AND STORM DRAIN WORK.
839CM3028
839CM3030BID DOCUMENTS
SCALE:
HISTORIC BRICK WALL - EXAMPLE PHOTOS
NOT TO SCALE
" 4"
9"
STANDARD BRICK (TYP) PIER CAP BASE (TYP) PIER CAP (TYP)
9"
9"
4"
PLAN VIEW
ELEVATION
NOTE:
BRICK DIMENSIONS ARE APPROXIMATE AND EXISTING
CONDITIONS MAY VARY. DOCUMENT EXISTING CONDITIONS
DURING DECONSTRUCTION OF WALL AND NOTIFY COR OF ANY
DISCREPANCIES. NEW BRICKS PROVIDED SHALL MATCH
EXISTING HISTORIC BRICKS IN EVERY ASPECT. SALVAGE AND
REUSE EXISTING BRICKS WHEN POSSIBLE. SALVAGE GOAL: 30%
MINIMUM.
ELEVATION
2'-6" MIN'
V A
R I E
S
M
A T
I S
T I N
G
18" (+/-)
2'-10"
1'-10"
M
I N
18' +/-
TWO COURSES
EXTEND
BRICK WIDTH
V A
R I E
S
M
A T
I S
T I N
G
NOTE:
1. PROPOSED BRICK PATTERN SHALL MATCH EXISTING CONDITIONS PRIOR TO
RECONSTRUCTION.
2. NEW WALL OPENING: DECONSTRUCT EXISTING PIER AND EXISTING WALL PAST
OPENING (3' MINIMUM) AS NEEDED TO RECONSTRUCT.
REINFORCED CONCRETE
FOUNDATION - REFER TO
STRUCTURAL DRAWINGS
RECONSTRUCTED PIER
NEW OR ENLARGED OPENING
REFER TO STORM
DRAINAGE AND UTILITY
DRAWINGS
REINFORCED CONCRETE
FOUNDATION - REFER TO
STRUCTURAL DRAWINGS
EXISTING SALVAGED
BRICK AND MATCHING
NEW BRICK - REFER TO
2/LS-602 FOR SIZES
MATCH EXISTING GRADE
MATCH EXISTING GRADE
VA FORM 08 - 6231
A
F i t h
P
M
B
C
D
E
F
A
B
C
D
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F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
LS-602
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----
2020-05-22 MAS
HISTORIC WALL DETAILS
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
KAR
SCALE:
HISTORIC BRICK WALL BRICK SIZES
3" = 1'-0"
SCALE:
HISTORIC BRICK WALL - OPENING
1/2" = 1'-0"
HISTORIC BRICK WALL NOTES
1. BRICK MASON QUALIFICATIONS: MASONRY SUPERINTENDENT
AND FOREMAN ASSIGNED TO THIS PROJECT SHALL EACH HAVE
A MINIMUM OF TEN (10) YEARS' EXPERIENCE WITH
REHABILITATION OF HISTORIC BRICKWORK AND AN
INTERNATIONAL MASONRY INSTITUTE HISTORIC MASONRY
PRESERVATION CERTIFICATE (OR APPROVED EQUAL) AND
SHALL PROVIDE EVIDENCE OF CERTIFICATION PRIOR TO THE
START OF THE PROJECT. EXPERIENCE WITH INSTALLING NEW
BRICK OR DIMENSION STONE WILL NOT FULFILL THE
QUALIFICATION REQUIREMENTS. REFERENCES OF PROJECTS
THEY HAVE COMPLETED SHALL BE SUBMITTED BY THE
SUCCESSFUL BIDDER. THE PROJECT SUPERINTENDENT AND
FOREMAN ASSIGNED TO THIS PROJECT SHALL NOT BE
CHANGED THROUGHOUT THE DURATION OF THE WORK
WITHOUT WRITTEN REQUEST TO AND CONSENT OF THE COR.
ALL MASONS WORKING ON THE PROJECT SHALL HAVE
COMPLETED A TRAINING COURSE IN THE USE OF LIME BASED
MORTAR. WORKERS ASSIGNED TO THE PROJECT SHALL BE
TRAINED IN THE USE OF THE PARTICULAR PRODUCTS USED IN
THE WORK INCLUDING CLEANERS.
2. THE EXISTING BRICK WALLS SHOW EVIDENCE OF PREVIOUS
RECONSTRUCTION AND PATCHING WITH INAPPROPRIATE
MATERIALS INCLUDING PORTLAND CEMENT MORTAR AND
NON-MATCHING BRICK. WALLS SHALL BE REHABILITATED USING
THE SAME MATERIALS AND TECHNIQUES AS WERE USED IN THE
ORIGINAL CONSTRUCTION, UNLESS OTHERWISE NOTED,
INCLUDING BUT NOT LIMITED TO BRICK TYPE, MORTAR
MATERIALS, BRICK COURSE PATTERNS, AND JOINT PROFILES.
3. REFER TO LS-601 AND LS-602 FOR SPECIFIC REQUIREMENTS
FOR RECONSTRUCTION AND TYPICAL DETAILS.
4. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE
SECRETARY OF THE INTERIOR STANDARDS FOR HISTORIC
PRESERVATION
5. PROVIDE ALL REQUIRED SUBMITTALS PRIOR TO BEGINNING
STONEWORK, INCLUDING:
A. QUALIFICATIONS FOR MASONS
B. PRODUCT DATA FOR ALL PRODUCTS TO BE USED
C. TEST RESULTS FROM SAMPLES OF ORIGINAL MORTAR
FROM INTERIOR OF WALL (5 TESTS MINIMUM, SPREAD OUT
EVENLY ALONG ENTIRE LENGTH OF WALL)
D. SAMPLES OF REPLACEMENT BRICKS
E. COLOR AND TEXTURE SAMPLES FOR ALL MORTAR
MATERIALS
F. WRITTEN REHABILITATION PLAN DESCRIBING ALL MEANS
AND METHODS
6. PROVIDE SAMPLE PANEL FOR COR APPROVAL TO SERVE AS THE
STANDARD FOR THE FINISHED WORK. SAMPLE PANEL WILL
CONSIST OF ONE FULL WALL PANEL, PIER TO PIER
(APPROXIMATELY 20'-25'), USING 30% REUSED BRICK AND 70%
NEW BRICK. SAMPLE PANEL TO SHOW FULL COLOR RANGE AND
TEXTURE OF BRICKS, BOND AND PROPOSED MORTAR JOINTS.
DO NOT PROCEED WITH THE WORK UNTIL THE SAMPLE PANEL IS
APPROVED.
7. WHERE INDICATED, COMPLETELY RECONSTRUCT PORTIONS OF
WALL.
A. REMOVAL/DECONSTRUCTION, SALVAGE, AND
REINSTALLATION OF WALL SHALL BE OBSERVED BY AN
EXPERIENCED ARCHITECTURAL CONSERVATOR OR
PRESERVATION ARCHITECT ON A PART-TIME BASIS, AT
LEAST 2 HOURS PER WEEK DURING THIS PORTION OF THE
WORK. DOCUMENT PRE-CONSTRUCTION CONDITIONS VIA
MAPPING AND PHOTOGRAPHY.
B. EXERCISE EXTREME CAUTION WHEN WORKING NEAR
EXISTING GRAVESITES.
C. CLEAN EXISTING BRICK PRIOR TO DECONSTRUCTION.
REMOVE RUST STAINS, MOSS, PAINT, AND SURFACE GRIME
FROM ALL WALL AND COLUMN SURFACES. USE THE
GENTLEST EFFECTIVE METHODS IN ACCORDANCE WITH
SECRETARY OF THE INTERIOR STANDARDS FOR HISTORIC
PRESERVATION. TEST ALL CLEANING PRODUCTS ON A
SMALL AREA AS APPROVED BY THE COR BEFORE USING
WIDELY. CLEAN ALL SURFACES OF SALVAGED BRICK TO BE
REUSED IN THE WORK TO REMOVE MORTAR AND
CONTAMINANTS PRIOR TO REINSTALLING.
D. SALVAGE AND STORE EXISTING BRICK FOR REUSE.
REPLACE MISSING OR SIGNIFICANTLY DAMAGED BRICKS
WITH BRICKS OF THE SAME TYPE, SIZE, SHAPE, AND COLOR
AS THE ORIGINAL PER APPROVED SAMPLE. MIX NEW AND
OLD BRICKS EVENLY THROUGHOUT THE INSTALLATION TO
ACHIEVE A UNIFORM MIX ALONG THE ENTIRE LENGTH OF
THE WALL.
E. CONSTRUCT WALL IN ACCORDANCE WITH TYPICAL WALL
DETAILS ON SHEETS LS-601 AND LS-602.
F. AFTER BRICK WALL RECONSTRUCTION IS COMPLETE,
PERFORM A FINAL CLEANING.
8. REFER TO STORM DRAINAGE AND UTILITY PLANS AND DETAILS
FOR FOUNDATION DRAIN AND STORM DRAIN WORK.
10'-1
57'-5"
PEA GRAVEL FLOWER STRIP
COLUMBARIUM UNIT
CONCRETE PIER
- REFER TO STRUCTURAL
DRAWINGS
BRICK VENEER
STONE CAP ABOVE 4
LS-701
LS-701
LS-702
LS-702
LS-702
MARBLE NICHE COVER
LS-703
8" JOINT WITH BACKER ROD AND SEALANT
LS-702
LAYOUT POINT AS SHOWN ON PLANS
CENTER OF CONCRETE PIER LAYOUT POINT AS SHOWN ON PLANS
CENTER OF CONCRETE PIER
STONE VENEER
ADDRESSING PANEL
LS-702
REINFORCED
CONCRETE PIER
- SEE STRUCTURAL
PRECAST
COLUMBARIUM
UNITS
BRICK VENEER
2" AIR GAP
2'-10"
3 8
3'-3
STONE CAP
ABOVE
3"
5 8
5 8
7 5/8"
FULL DEPTH BRICK VENEER - PLAN SECTION
8" JOINT WITH BACKER ROD AND SEALANT
8" MORTAR JOINT
MARBLE NICHE COVER
LS-703
STONE VENEER
WALL ID PANEL
LS-702
STONE VENEER
ADDRESSING PANEL
LS-702
A
B
C
D
E
1 10 20 30 40 50
3'-3
1"
A
B
C
D
E
57'-5"
STONE CAP
BRICK VENEER
RECESSED BRICK BAND
ALIGNED WITH NICHES
FINISH GRADE
3"
COLUMBARIUM UNIT
3'-6
3"
5'-0
"5'-0
465.50
457.97
458.46
457.52
SHELF STONE VENEER
SHELF
10'-1
FOUNDATION SHELF BELOW
CONCRETE FOUNDATION BELOW
TOF
REFER TO
STRUCT.
STONE VENEER
ADDRESSING PANEL
LS-702
SANDBLASTED ROW &
COLUMN MARKER
LS-702
SANDBLASTED ROW &
COLUMN MARKER, TYP.
LS-702
8" JOINT WITH BACKER ROD AND SEALANT
LS-701
LS-701
LS-701
LS-701
NORTH END
SOUTH END
REINFORCED
CONCRETE PIER
- SEE STRUCTURAL
STONE VENEER
ADDRESSING PANEL
CUT BRICK
VENEER
2" AIR GAP
2'-10"
3 8
3'-2
STONE CAP
ABOVE
4"
5 8
5 8
7 5/8"
RECESSED BRICK BAND - PLAN SECTION
8" JOINT WITH BACKER ROD AND SEALANT
3'-6
" 5'-0
TYP.
3'-6
57'-11"
TYP.
5 8
VA FORM 08 - 6231
A
F i t h
P
M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL ENGINEER
KCI Technologies INC.
302-731-9176
ELECTRICAL ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
LS-701
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----
2020-05-22 MAS
COLUMBARIUM DETAILS
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
KAR
SCALE:
COLUMBARIUM PLAN-SECTION
1/2" = 1'-0"
SCALE:
COLUMBARIUM END PIER
1" = 1'-0"
SCALE:
COLUMBARIUM ELEVATION
1/2" = 1'-0"
SCALE:
COLUMBARIUM END PIER
1" = 1'-0"
SCALE:
COLUMBARIUM CAP PLAN
1/2" = 1'-0"
NOTES:
1. FONT TO BE TIMES ROMAN BOLD.
2. ALL CHARACTERS TO BE SAND BLASTED
TO A DEPTH OF 1/4" MINIMUM.
3. WALL NUMBERING VARIES - SEE PLANS
FOR LAYOUT.
4. SHOP DRAWINGS AND SAMPLE REQUIRED.
5 6A1
2'-7 5/8"
1'-0" 1'-0"
SANDBLASTED WALL ID NUMBER
SANDBLASTED PLAZA ID
2-5/8" THICK STONE
SAWN ALL SIDES
BRICK VENEER
STONE
SANDBLASTED
CHARACTER
STAINLESS STEEL
STONE ANCHOR
24" O.C., TOP AND
BOTTOM
2" AIR SPACE WITH
MORTAR MESH
CONCRETE PIER
" MORTAR JOINT
2 5/8"
A 10 3
NOTES:
1. FONT TO BE TIMES ROMAN BOLD.
2. ALL CHARACTERS TO BE SAND
BLASTED TO A DEPTH OF 1/4" MINIMUM.
ROW MARKER
(INCISED IN STONE
ADDRESSING PANELS)
COLUMN MARKER
(INCISED IN STONE CAP)
7 5/8"
SANDBLASTED ROW &
COLUMN MARKER
LS-702
STONE
STAINLESS STEEL
STONE ANCHOR
TOP AND BOTTOM
2" AIR…
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