839CM3028_3030 Bid Dwg Culpeper Bk05.pdf
PDF 13 MB Posted
- Solicitation number
- 36C78620B0028
About this file
This document provides details on a federal solicitation for construction services. The solicitation number is 36C78620B0028 and seeks bids for columbarium, facility renovation, improvements, repairs, and pre-placed crypts at the Culpeper National Cemetery in Virginia under project numbers 839CM3028 and 839CM3030, subject to availability of FY-20 funds. The work will be performed for the Department of Veterans Affairs National Cemetery Administration. Bids are requested through the listed solicitation for columbarium and facility work including renovation, repairs, and installation of pre-placed crypts at the specified cemetery location, with the project numbers and contingency of available FY-20 funding noted.
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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
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
STORM DRAINAGE & UTILITY DETAILS
CU-504
CU-504
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
MEP ENGINEER
Design-Aire Engineering 317-464-9090
LANDSCAPE ARCHITECT
Pashek + MTR, LTD 412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, INC.
970-229-9668
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts Building Number
MLT
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
CTD
839CM3028
839CM3030BID DOCUMENTS
2020-05-22
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LODGE AREA ENLARGEMENT
- AREA C
PROTECT EXISTING PAVING
TO REMAIN (TYP.)
X
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X
X
X
X
REMOVE EXISTING
RECEPTACLES, SALVAGE
AND REINSTALL
REMOVE
FENCE
PROTECT EXISTING
LANDSCAPING TO REMAIN (TYP.)
MAINTAIN ACCESS FOR
CEMETERY OPERATIONS
DURING CONSTRUCTION
REMOVE EXISTING SHED AND OPEN
AIR STRUCTURE. AFTER
COMPLETION OF PAVING
OPERATIONS REINSTALL IN
MAINTENANCE YARD IN LOCATION
APPROVED BY COR.
PROTECT EXISTING TREE
TO REMAIN (TYP.)
REMOVE EXISTING CATCH BASIN
- REFER TO SITE UTILITY PLAN
PROTECT EXISTING TREE
TO REMAIN (TYP.)
PROTECT EXISTING TREE
TO REMAIN (TYP.)
PROTECT EXISTING
LANDSCAPING TO
REMAIN (TYP.)
PROTECT EXISTING TREE
TO REMAIN (TYP.)
MAINTAIN ACCESS FOR
PUBLIC AND CEMETERY
STAFF THROUGHOUT
CONSTRUCTION
MAINTAIN ACCESS FOR
PUBLIC AND CEMETERY
STAFF THROUGHOUT
CONSTRUCTION
MAINTAIN ACCESS TO
DRIVEWAY FOR
ADJACENT LANDOWNER
REMOVE EXISTING FUEL OIL
TANK (REFER TO MECHANICAL
DRAWINGS) CONCRETE PAD
TO REMAIN
PROTECT SIDEWALK,
RAILING, AND BRIDGE
STRUCTURE TO REMAIN
SAWCUT NEATLY AT
EXISTING JOINT
REMOVE EXISTING
CONCRETE PARKING
BUMPERS SALVAGE
AND REINSTALL
PROTECT EXISTING TREE
TO REMAIN (TYP.)
PROTECT EXISTING SIGNS
TO REMAIN (TYP.)
PROTECT EXISTING SIGNS
TO REMAIN (TYP.)
REMOVE EXISTING CONCRETE PAD
AND RECEPTACLES. SALVAGE
RECEPTACLES FOR REINSTALLATION.
PROTECT EXISTING
CURB TO REMAIN
(TYP.)
REMOVE EXISTING
CONCRETE PARKING
BUMPERS SALVAGE
AND REINSTALL
PROTECT EXISTING
FOUNDATION DRAIN -
REFER TO SITE
UTILITY PLAN
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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
LD-101
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----
2020-05-22 MAS
SITE PREPARATION AND REMOVALS
PLAN - AREA A
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
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.
LEGEND
REMOVE EXISTING PAVEMENT
- FULL DEPTH INCLUDING SUBBASE IF PRESENT
MILL AND REMOVE EXISTING
BITUMINOUS PAVING - 2 INCH DEPTH
REMOVE EXISTING GRAVEL
SURFACING
REMOVE EXISTING TREE AND
GRIND OUT STUMP
REMOVE EXISTING LANDSCAPING
/ SHRUBS
8' HT. TEMPORARY CONSTRUCTION FENCE
REMOVE EXISTING CURB
REMOVE EXISTING STONE RETAINING
WALL
DECONSTRUCT EXISTING HISTORIC BRICK
WALL AND FOUNDATION. SALVAGE BRICK
FOR REBUILDING
OPTION: MILL AND REMOVE EXISTING
BITUMINOUS PAVING - 2 INCH DEPTH
TREE PROTECTION FENCE
LP-501
REMOVAL NOTES
1. PERFORM ON-SITE REVIEW TO VERIFY EXISTING SITE
CONDITIONS. VERIFY LOCATIONS OF ON-SITE UTILITIES
(ELECTRIC/WATER, SANITARY, ETC.) PRIOR TO START OF
WORK.
2. REMOVE EXISTING FEATURES AS REQUIRED TO
ACCOMMODATE NEW CONSTRUCTION.
3. REPAIR OR REPLACE MAINTAINED SITE FEATURES DAMAGED
DURING CONSTRUCTION TO THE PRE-CONSTRUCTION
CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.
KEY PLAN
NOT TO SCALE
1. CONTRACTOR SHALL NOT WORK UPON
OR STORE ANY MATERIALS ON
OCCUPIED GRAVE PLOTS.
2. PROTECT ALL EXISTING GRAVESITES,
HEADSTONES, AND FLAT MARKERS
FROM DAMAGE DUE TO CONSTRUCTION
OPERATIONS.
3. MONUMENT PROTECTION SHALL BE
INSTALLED IMMEDIATELY PRIOR TO
DEMOLITION OR CONSTRUCTION
ACTIVITIES OCCURRING WITHIN 10'
GRAVESITE PROTECTION NOTES
EXAMPLE OF
HEADSTONE COVER
OF EXISTING MONUMENTS AND SHALL BE REMOVED
IMMEDIATELY AFTER DEMOLITION OR CONSTRUCTION NEAR
THE MONUMENT IS COMPLETE.
4. HEADSTONE COVERS SHALL BE CONSTRUCTED OF ½-INCH
THICK PLYWOOD AND SHALL COMPLETELY ENCASE
HEADSTONES ADJACENT TO THE WORK AREA WITHOUT
DAMAGING THEM.
5. COVER FLAT MARKERS WITH 1-INCH THICK PLYWOOD TO
PROTECT THEM FROM INCIDENTAL DAMAGE.
1. ALL TREES NOT INDICATED TO BE REMOVED ARE TO BE
PROTECTED FROM DAMAGE DUE TO CONSTRUCTION
OPERATIONS.
2. TRUNK PROTECTION - FOR TREES OVER 6 INCH DBH: PROTECT
THE TRUNK OF THE TREE FROM ACCIDENTAL MECHANICAL
DAMAGE FROM ADJACENT CONSTRUCTION WORK BY
ATTACHING LUMBER TO THE TRUNK WITH NYLON WEBBING
STRAPS. DO NOT USE NAILS OR BOLTS.
3. PROTECTION ZONE: THE AREA DEFINED BY THE DRIP LINE OF
THE OUTER EXTENT OF THE CANOPY OF A TREE OR WITHIN
THE TREE PROTECTION FENCE AREA AS SHOWN ON PLANS,
WHICHEVER IS LARGER.
4. ACTIVITIES PROHIBITED WITHIN DRIPLINES/PROTECTION
ZONES:
4.1. STORAGE OF ANY CONSTRUCTION MATERIALS,
EQUIPMENT, STOCKPILING, EXCAVATION OR FILL, SOIL,
GRAVEL, TRASH, TOOLS, STONES, FENCING ETC., EXCEPT
IN DESIGNATED AREAS AS APPROVED BY THE
GOVERNMENT.
4.2. EQUIPMENT OR VEHICLE PARKING, EXCEPT IN
DESIGNATED AREAS AS APPROVED BY THE GOVERNMENT.
4.3. VEHICULAR TRAFFIC WITHOUT PROPER CONSTRUCTION
MATTING.
4.4. MASONRY SET UP, CLEAN UP OR WASHOUT.
4.5. DUMPING OF ANY CHEMICALS, (I.E. PAINT THINNER FROM
CLEANING BRUSHES), WASH-OUT MATERIALS FROM
CLEANING EQUIPMENT, CONCRETE OR MORTAR
REMAINDER, TRASH, GARBAGE, OR DEBRIS OF ANY KIND.
5. ROOT ZONE PROTECTION:
5.1. IN GENERAL, VEHICLE TRAFFIC IS PROHIBITED IN
PROTECTION ZONES, EXCEPT IN EXISTING PAVED AREAS
AS APPROVED BY OWNER. IF EQUIPMENT ACCESS IS
REQUIRED THROUGH PROTECTION ZONES, PROVIDE THE
FOLLOWING:
5.1.1. VEHICLES AND EQUIPMENT CONSTRUCTION MATTING:
GEOTEXTILE FABRIC WITH 8-INCH THICKNESS OF
COARSELY SHREDDED WOOD CHIPS ON TOP.
RESPREAD OR ADD MULCH AS NEEDED TO MAINTAIN
THE SPECIFIED THICKNESS.
5.1.2. PEDESTRIAN TRAFFIC AND SHORT TERM (ONE DAY)
MATERIAL STAGING: PROTECT SOIL AND LAWN AREAS
WITHIN PROTECTION ZONES WITH 1-INCH THICK
PLYWOOD.
5.2. COMPLETELY REMOVE ALL CONSTRUCTION MAT
MATERIALS AS SOON AS POSSIBLE.
6. GRADING. IN GENERAL, GRADING AND EXCAVATION IS
PROHIBITED WITHIN PROTECTION ZONES, EXCEPT IN EXISTING
PAVED AREAS. IF UNAVOIDABLE, EXCAVATION SHALL BE
CONDUCTED USING TUNNELLING/BORING, HAND DIGGING,
HYDRAULIC EXCAVATION, OR PNEUMATIC EXCAVATION (AIR
SPADE) IN ORDER TO LOCATE ROOTS PRIOR TO DAMAGING
THEM.
6.1. IF ROOTS OVER 1” DIAMETER ARE ENCOUNTERED:
6.1.1. PROTECT EXPOSED ROOTS BY IMMEDIATELY
WRAPPING WITH WET BURLAP AND KEEP MOIST. DO
NOT LEAVE THE TRENCH OPEN FOR LONGER THAN 4
HOURS, QUICKLY REPLACE THE SOIL AND SOAK WITH
WATER TO PACK.
6.1.2. IF POSSIBLE, LEAVE ROOTS IN PLACE.
6.1.3. IF UNAVOIDABLE, CONDUCT ROOT PRUNING BY
CUTTING EXPOSED ROOTS CLEANLY WITH A WHEEL
SAW, RECIPROCATING SAW OR SMALL PRUNING SAW.
CONTRACTOR SHALL NOT RIP, CHOP, OR TEAR ROOTS.
7. ALL PRUNING, TREE REMOVALS, ROOT PRUNING, AND
FERTILIZATION REQUIRED SHALL BE PERFORMED BY A
LICENSED ARBORIST.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS
OF REMEDIAL MEASURES FOR TREES DAMAGED BY
CONSTRUCTION ACTIVITIES, INCLUDING BUT NOT LIMITED TO
PRUNING, TREATMENTS, TREE REMOVAL, AND REPLACEMENT
WITH A MINIMUM SIX INCH CALIPER TREE OF THE SAME
SPECIES, AT NO ADDITIONAL COST TO THE GOVERNMENT.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
INSTALLATION AND MAINTENANCE OF ALL TREE PROTECTION
FENCING. PROTECTIVE FENCING SHALL REMAIN UNDISTURBED
UNTIL ALL CONSTRUCTION ACTIVITIES HAVE BEEN
COMPLETED. IF PROTECTIVE FENCING IS DAMAGED, THE
CONTRACTOR SHALL IMMEDIATELY EXECUTE THE NECESSARY
REPAIRS TO RE-ESTABLISH THE PROTECTIVE FENCING TO
ORIGINAL CONFIGURATIONS. THE CONTRACTOR SHALL
REMOVE FENCING UPON COMPLETION OF CONSTRUCTION.
10. CONTRACTOR IS RESPONSIBLE FOR KEEPING LAWN MOWED
INSIDE TREE PROTECTION FENCE IF LEFT IN PLACE FOR MORE
THAN ONE WEEK.
TREE PROTECTION NOTES
KAR
AREA A
839CM3028
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COMMITTAL
SHELTER #1
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H L I N
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MATCHLINE - AREA D
PROTECTING
EXISTING UTILITY
TO REMAIN
PROTECT EXISTING
PAVING TO REMAIN
PROTECT
EXISTING CURB
TO REMAIN (TYP.)
X
X
X
X
PROTECT EXISTING TREE
TO REMAIN (TYP.)
MAINTAIN ACCESS TO
COMMITTAL SHELTER #1
THROUGHOUT
CONSTRUCTION
PROTECT EXISTING TREE
TO REMAIN (TYP.)
PROTECT EXISTING TREE
TO REMAIN (TYP.)
PROTECT EXISTING TREE
TO REMAIN (TYP.)
REMOVE CATCH
BASINS
PROTECT EXISTING SPIGOT
TO REMAIN
PROTECT EXISTING
CURB TO REMAIN
(TYP.)
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P
I G
O
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F
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LODGE
SAWCUT NEATLY AT
EXISTING JOINT
REMOVE EXISTING RECEPTACLES
AND SALVAGE FOR REINSTALLATION
PROTECT EXISTING EXISTING SIGNS
TO REMAIN
PROTECT EXISTING EXISTING SIGNS
TO REMAIN
PROTECT EXISTING EXISTING
CONCRETE TO REMAIN
REMOVE CATCH
BASIN AND BRICK
ABANDON EXISTING STORM
PIPE IN PLACE
REMOVE CATCH BASIN
AND BRICK
REMOVE CATCH
BASIN
PROTECT EXISTING STORM PIPE
FOR REUSE
REMOVE LP TANK AND FOUNDATION
REMOVE EXISTING 1,000 GAL
UNDERGROUND STORAGE TANK
REFER TO SPECIFICATIONS FOR
REQUIREMENTS
MANY EXISTING
UNDERGROUND
UTILITIES EXIST IN THIS
AREA - EXERCISE
EXTREME CAUTION
WHEN EXCAVATING
MAINTAIN ACCESS TO BUILDING
DURING CONSTRUCTION
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CO
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14"
11"
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9"
9"
13"
14"
CO
CO
FH
icv
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Maintenance
M A
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H L I N
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MATCHLINE - AREA B
VA FORM 08 - 6231
A
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P a t h
P
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D
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D
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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
LD-102
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----
2020-05-22 MAS
SITE PREPARATION AND REMOVALS
PLAN - AREA B, C AND D
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
KEY PLAN
NOT TO SCALE
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.
LEGEND
REMOVE EXISTING PAVEMENT
- FULL DEPTH INCLUDING SUBBASE IF PRESENT
MILL AND REMOVE EXISTING
BITUMINOUS PAVING - 2 INCH DEPTH
REMOVE EXISTING GRAVEL
SURFACING
REMOVE EXISTING TREE AND
GRIND OUT STUMP
REMOVE EXISTING LANDSCAPING
/ SHRUBS
8' HT. TEMPORARY CONSTRUCTION FENCE
REMOVE EXISTING CURB
REMOVE EXISTING STONE RETAINING
WALL
DECONSTRUCT EXISTING HISTORIC BRICK
WALL AND FOUNDATION. SALVAGE BRICK
FOR REBUILDING
OPTION: MILL AND REMOVE EXISTING
BITUMINOUS PAVING - 2 INCH DEPTH
TREE PROTECTION FENCE
LP-501
REMOVAL NOTES
1. PERFORM ON-SITE REVIEW TO VERIFY EXISTING SITE
CONDITIONS. VERIFY LOCATIONS OF ON-SITE UTILITIES
(ELECTRIC/WATER, SANITARY, ETC.) PRIOR TO START OF
WORK.
2. REMOVE EXISTING FEATURES AS REQUIRED TO
ACCOMMODATE NEW CONSTRUCTION.
3. REPAIR OR REPLACE MAINTAINED SITE FEATURES DAMAGED
DURING CONSTRUCTION TO THE PRE-CONSTRUCTION
CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.
1. CONTRACTOR SHALL NOT WORK UPON
OR STORE ANY MATERIALS ON
OCCUPIED GRAVE PLOTS.
2. PROTECT ALL EXISTING GRAVESITES,
HEADSTONES, AND FLAT MARKERS
FROM DAMAGE DUE TO CONSTRUCTION
OPERATIONS.
3. MONUMENT PROTECTION SHALL BE
INSTALLED IMMEDIATELY PRIOR TO
DEMOLITION OR CONSTRUCTION
ACTIVITIES OCCURRING WITHIN 10'
GRAVESITE PROTECTION NOTES
EXAMPLE OF
HEADSTONE COVER
OF EXISTING MONUMENTS AND SHALL BE REMOVED
IMMEDIATELY AFTER DEMOLITION OR CONSTRUCTION NEAR
THE MONUMENT IS COMPLETE.
4. HEADSTONE COVERS SHALL BE CONSTRUCTED OF ½-INCH
THICK PLYWOOD AND SHALL COMPLETELY ENCASE
HEADSTONES ADJACENT TO THE WORK AREA WITHOUT
DAMAGING THEM.
5. COVER FLAT MARKERS WITH 1-INCH THICK PLYWOOD TO
PROTECT THEM FROM INCIDENTAL DAMAGE.
REFER TO LD-101 FOR TREE PROTECTION
NOTES
TREE PROTECTION NOTES
AREA B
LODGE AREA ENLARGEMENT
AREA C
AREA D
F
H ic v
G
G
G
E
E
E
E
E
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
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
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
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
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
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
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
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
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
O
H
E
O
H
E
O
H
E
O
H
E
W
MATCHLINE - AREA F
REMOVE EXISTING CONCRETE PAD, RECEPTACLES, AND
WATERING STATION.
SALVAGE RECEPTACLES FOR REINSTALLATION.
REFER TO SITE LAYOUT AND MATERIALS PLAN
DRAWINGS.
PROTECT EXISTING TREE TO REMAIN (TYP.)
PROTECT EXISTING SIGNS TO REMAIN (TYP.)
REMOVE EXISTING CONCRETE PAD, RECEPTACLES,
AND WATERING STATION.
SALVAGE RECEPTACLES FOR REINSTALLATION.
REFER TO SITE LAYOUT AND MATERIALS PLAN
DRAWINGS.
PROTECT EXISTING FLAG
POLE TO REMAIN
VERIFY DEPTH OF EXISTING UTILITY
AND PROTECT FROM DAMAGE
DURING PAVING OPERATIONS
PROTECT EXISTING SIGNS
TO REMAIN (TYP.)
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
LD-103
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----
2020-05-22 MAS
SITE PREPARATION AND REMOVALS
PLAN - AREA E
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
KEY PLAN
NOT TO SCALE
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.
LEGEND
REMOVE EXISTING PAVEMENT
- FULL DEPTH INCLUDING SUBBASE IF PRESENT
MILL AND REMOVE EXISTING
BITUMINOUS PAVING - 2 INCH DEPTH
REMOVE EXISTING GRAVEL
SURFACING
REMOVE EXISTING TREE AND
GRIND OUT STUMP
REMOVE EXISTING LANDSCAPING
/ SHRUBS
8' HT. TEMPORARY CONSTRUCTION FENCE
REMOVE EXISTING CURB
REMOVE EXISTING STONE RETAINING
WALL
DECONSTRUCT EXISTING HISTORIC BRICK
WALL AND FOUNDATION. SALVAGE BRICK
FOR REBUILDING
OPTION: MILL AND REMOVE EXISTING
BITUMINOUS PAVING - 2 INCH DEPTH
TREE PROTECTION FENCE
LP-501
REMOVAL NOTES
1. PERFORM ON-SITE REVIEW TO VERIFY EXISTING SITE
CONDITIONS. VERIFY LOCATIONS OF ON-SITE UTILITIES
(ELECTRIC/WATER, SANITARY, ETC.) PRIOR TO START OF
WORK.
2. REMOVE EXISTING FEATURES AS REQUIRED TO
ACCOMMODATE NEW CONSTRUCTION.
3. REPAIR OR REPLACE MAINTAINED SITE FEATURES DAMAGED
DURING CONSTRUCTION TO THE PRE-CONSTRUCTION
CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.
1. CONTRACTOR SHALL NOT WORK UPON
OR STORE ANY MATERIALS ON
OCCUPIED GRAVE PLOTS.
2. PROTECT ALL EXISTING GRAVESITES,
HEADSTONES, AND FLAT MARKERS
FROM DAMAGE DUE TO CONSTRUCTION
OPERATIONS.
3. MONUMENT PROTECTION SHALL BE
INSTALLED IMMEDIATELY PRIOR TO
DEMOLITION OR CONSTRUCTION
ACTIVITIES OCCURRING WITHIN 10'
GRAVESITE PROTECTION NOTES
EXAMPLE OF
HEADSTONE COVER
OF EXISTING MONUMENTS AND SHALL BE REMOVED
IMMEDIATELY AFTER DEMOLITION OR CONSTRUCTION NEAR
THE MONUMENT IS COMPLETE.
4. HEADSTONE COVERS SHALL BE CONSTRUCTED OF ½-INCH
THICK PLYWOOD AND SHALL COMPLETELY ENCASE
HEADSTONES ADJACENT TO THE WORK AREA WITHOUT
DAMAGING THEM.
5. COVER FLAT MARKERS WITH 1-INCH THICK PLYWOOD TO
PROTECT THEM FROM INCIDENTAL DAMAGE.
REFER TO LD-101 FOR TREE PROTECTION
NOTES
TREE PROTECTION NOTES
AREA E
C
O
C
O
C
O
C
O
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
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S S
S S
S S
EJB
C
O
M
M
W
G
G
G
G
G
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
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
M a in te n a n c e
T
T
T T
T
T
T
T
T
T T
T
T
T
T
W
W
W
W
W
W
W
W
W
W
W
W
SECTION 4
EXISTING
PRE-PLACED
LAWN CRYPT
FIELD
GRAVESITES
SHOWN ARE
APPROXIMATE
AND ARE BASED
ON RECORD
DRAWING
INFORMATION
NOT SURVEY
COLUMBARIUM ENLARGEMENT - AREA G
REFER TO SHEET LD-105
MAINTENANCE AREA ENLARGEMENT - AREA H
REFER TO SHEET LD-106
MATCHLINE - AREA E
X
X
X
X
X
X
X
X
X
X
X
X
REMOVE EXISTING CONCRETE
PAD, RECEPTACLES, AND
WATERING STATION.
SALVAGE RECEPTACLES FOR
REINSTALLATION.
REFER TO SITE LAYOUT AND
MATERIALS PLAN DRAWINGS.
EXISTING BURIAL
SECTION MARKER
TO REMAIN
REMOVE EXISTING
SECTION MARKER
AND TURN OVER TO
CEMETERY
X
X
X
X
X
X
PROTECT EXISTING
TREES TO REMAIN
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
LD-104
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----
2020-05-22 MAS
SITE PREPARATION AND REMOVALS
PLAN - AREA F
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
KEY PLAN
NOT TO SCALE
XXX
AREA F
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.
REMOVAL NOTES
1. PERFORM ON-SITE REVIEW TO VERIFY EXISTING
SITE CONDITIONS. VERIFY LOCATIONS OF
ON-SITE UTILITIES (ELECTRIC/WATER,
SANITARY, ETC.) PRIOR TO START OF WORK.
2. REMOVE EXISTING FEATURES AS REQUIRED TO
ACCOMMODATE NEW CONSTRUCTION.
3. REPAIR OR REPLACE MAINTAINED SITE
FEATURES DAMAGED DURING CONSTRUCTION
TO THE PRE-CONSTRUCTION CONDITION AT NO
ADDITIONAL COST TO THE GOVERNMENT.
LEGEND
REMOVE EXISTING PAVEMENT -
FULL DEPTH INCLUDING
SUBBASE IF PRESENT
MILL AND REMOVE EXISTING
BITUMINOUS PAVING - 2 INCH DEPTH
REMOVE EXISTING GRAVEL
SURFACING
REMOVE EXISTING TREE
REMOVE EXISTING
LANDSCAPING / SHRUBS
8' HT. TEMPORARY
CONSTRUCTION FENCE
REMOVE EXISTING CURB
DECONSTRUCT EXISTING HISTORIC
BRICK WALL AND FOUNDATION.
SALVAGE BRICK FOR REBUILDING
MILL AND REMOVE EXISTING
BITUMINOUS PAVING - 2 INCH DEPTH
OPTION
TREE PROTECTION FENCE
LP-501
GRAVESITE PROTECTION NOTES
EXAMPLE OF
HEADSTONE COVER
1. CONTRACTOR SHALL NOT
WORK UPON OR STORE ANY
MATERIALS ON OCCUPIED
GRAVE PLOTS.
2. PROTECT ALL EXISTING
GRAVESITES, HEADSTONES,
AND FLAT MARKERS FROM
DAMAGE DUE TO
CONSTRUCTION OPERATIONS.
3. MONUMENT PROTECTION
SHALL BE INSTALLED
IMMEDIATELY PRIOR TO DEMOLITION OR
CONSTRUCTION ACTIVITIES OCCURRING WITHIN
10' OF EXISTING MONUMENTS AND SHALL BE
REMOVED IMMEDIATELY AFTER DEMOLITION OR
CONSTRUCTION NEAR THE MONUMENT IS
COMPLETE.
4. HEADSTONE COVERS SHALL BE CONSTRUCTED
OF ½-INCH THICK PLYWOOD AND SHALL
COMPLETELY ENCASE HEADSTONES ADJACENT
TO THE WORK AREA WITHOUT DAMAGING THEM.
5. COVER FLAT MARKERS WITH 1-INCH THICK
PLYWOOD TO PROTECT THEM FROM
INCIDENTAL DAMAGE.
REFER TO LD-101 FOR TREE
PROTECTION NOTES
TREE PROTECTION NOTES
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
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
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
REMOVE EXISTING
WATERING STATION
INCLUDING RECEPTACLES,
HYDRANT, REFER TO
IRRIGATION DRAWINGS FOR
PLUMBING DEMOLITION
REMOVE EXISTING
FLAGPOLE . SALVAGE
AND REINSTALL.
REMOVE EXISTING FLAGPOLE LIGHTS. SALVAGE AND
REINSTALL. REFER TO ELECTRICAL DRAWINGS
REMOVE EXISTING
FLAGPOLE LIGHTS.
SALVAGE AND
REINSTALL. REFER TO
ELECTRICAL DRAWINGS
PROTECT EXISTING
CONCRETE PAVING
TO REMAIN (TYP.)
CONTRACTOR STAGING
AREA AND TEMPORARY
ACCESS ROUTE
-REFER TO GC-101
PROTECT EXISTING
TREES TO REMAIN
PROTECT EXISTING
TREE TO REMAIN
X
X
X
X
X
X
X
X
PROTECT EXISTING IRRIGATION
TO REMAIN (TYP.)
X
X
X
REMOVE SECTION
MARKER AND TURN
OVER TO
CEMETERY
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
LD-105
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----
2020-05-22 MAS
SITE PREPARATION AND REMOVALS
PLAN - AREA G
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
KEY PLAN
NOT TO SCALE
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.
LEGEND
REMOVE EXISTING PAVEMENT
- FULL DEPTH INCLUDING SUBBASE IF PRESENT
MILL AND REMOVE EXISTING
BITUMINOUS PAVING - 2 INCH DEPTH
REMOVE EXISTING GRAVEL
SURFACING
REMOVE EXISTING TREE AND
GRIND OUT STUMP
REMOVE EXISTING LANDSCAPING
/ SHRUBS
8' HT. TEMPORARY CONSTRUCTION FENCE
REMOVE EXISTING CURB
REMOVE EXISTING STONE RETAINING
WALL
DECONSTRUCT EXISTING HISTORIC BRICK
WALL AND FOUNDATION. SALVAGE BRICK
FOR REBUILDING
OPTION: MILL AND REMOVE EXISTING
BITUMINOUS PAVING - 2 INCH DEPTH
TREE PROTECTION FENCE
LP-501
REMOVAL NOTES
1. PERFORM ON-SITE REVIEW TO VERIFY EXISTING SITE
CONDITIONS. VERIFY LOCATIONS OF ON-SITE UTILITIES
(ELECTRIC/WATER, SANITARY, ETC.) PRIOR TO START OF
WORK.
2. REMOVE EXISTING FEATURES AS REQUIRED TO
ACCOMMODATE NEW CONSTRUCTION.
3. REPAIR OR REPLACE MAINTAINED SITE FEATURES DAMAGED
DURING CONSTRUCTION TO THE PRE-CONSTRUCTION
CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.
1. CONTRACTOR SHALL NOT WORK UPON
OR STORE ANY MATERIALS ON
OCCUPIED GRAVE PLOTS.
2. PROTECT ALL EXISTING GRAVESITES,
HEADSTONES, AND FLAT MARKERS
FROM DAMAGE DUE TO CONSTRUCTION
OPERATIONS.
3. MONUMENT PROTECTION SHALL BE
INSTALLED IMMEDIATELY PRIOR TO
DEMOLITION OR CONSTRUCTION
ACTIVITIES OCCURRING WITHIN 10'
GRAVESITE PROTECTION NOTES
EXAMPLE OF
HEADSTONE COVER
OF EXISTING MONUMENTS AND SHALL BE REMOVED
IMMEDIATELY AFTER DEMOLITION OR CONSTRUCTION NEAR
THE MONUMENT IS COMPLETE.
4. HEADSTONE COVERS SHALL BE CONSTRUCTED OF ½-INCH
THICK PLYWOOD AND SHALL COMPLETELY ENCASE
HEADSTONES ADJACENT TO THE WORK AREA WITHOUT
DAMAGING THEM.
5. COVER FLAT MARKERS WITH 1-INCH THICK PLYWOOD TO
PROTECT THEM FROM INCIDENTAL DAMAGE.
REFER TO LD-101 FOR TREE PROTECTION
NOTES
TREE PROTECTION NOTES
AREA G
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
C
O
S
T
O
R
A
G
E
C
O
N
T
A
I
N
E
R
S H
E D
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
RELOCATE EXISTING
UTILITIES REFER TO
SITE ELECTRICAL
PLAN
REMOVE FENCE
EXISTING STORAGE
CONTAINER TO BE
RELOCATED BY
OWNER
EXISTING STORAGE
BIN TO REMAIN
RELOCATE
EXISTING SHED TO
MAINTENANCE
YARD ON HISTORIC
SIDE OF CEMETERY
IN LOCATION AS
APPROVED BY COR
NO CONTRACTOR ACCESS
PROTECT UTILITY TO REMAIN
SAWCUT NEATLY
SAWCUT NEATLY
PROTECT EXISTING
PAVING TO REMAIN
NO CONTRACTOR ACCESS TO THIS
ENTRANCE - REFER TO GC-101
MAINTAIN ACCESS FOR
CEMETERY OPERATIONS
AND VEHICLES AT ALL
TIMES TO EXISTING
BUILDING
PROTECT EXISTING
PAVING TO REMAIN
EXISTING PAVING TO REMAIN
NO CONTRACTOR
ACCESS TO THIS
ENTRANCE -
REFER TO GC-101
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ACCESS FROM
CONSTRUCTION
STAGING AREA
REMOVE EXISTING PIPE WITHIN
THE LIMIT OF DISTURBANCE.
FOR AREAS OUTSIDE THE LOD,
ABANDON PIPE BY CAPPING
THE PIPE ENDS AND FILL PIPE
WITH FLOWABLE FILL. REFER
TO SITE UTILITY PLANS.
MAINTAIN ACCESS FOR
CEMETERY OPERATIONS
AND VEHICLES AT ALL
TIMES
MAINTAIN ACCESS FOR
CEMETERY OPERATIONS
AND VEHICLES AT ALL
TIMES
MAINTAIN ACCESS FOR
CEMETERY OPERATIONS
AND VEHICLES AT ALL
TIMES
REMOVE AND REINSTALL CHAIN
LINK FENCE AS NEEDED TO
ACCOMMODATE CONSTRUCTION
IN THIS AREA
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
LD-106
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----
2020-05-22 MAS
SITE PREPARATION AND REMOVALS
PLAN - AREA H
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
KEY PLAN
NOT TO SCALE
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.
LEGEND
REMOVE EXISTING PAVEMENT
- FULL DEPTH INCLUDING SUBBASE IF PRESENT
MILL AND REMOVE EXISTING
BITUMINOUS PAVING - 2 INCH DEPTH
REMOVE EXISTING GRAVEL
SURFACING
REMOVE EXISTING TREE AND
GRIND OUT STUMP
REMOVE EXISTING LANDSCAPING
/ SHRUBS
8' HT. TEMPORARY CONSTRUCTION FENCE
REMOVE EXISTING CURB
REMOVE EXISTING STONE RETAINING
WALL
DECONSTRUCT EXISTING HISTORIC BRICK
WALL AND FOUNDATION. SALVAGE BRICK
FOR REBUILDING
OPTION: MILL AND REMOVE EXISTING
BITUMINOUS PAVING - 2 INCH DEPTH
TREE PROTECTION FENCE
LP-501
REMOVAL NOTES
1. PERFORM ON-SITE REVIEW TO VERIFY EXISTING SITE
CONDITIONS. VERIFY LOCATIONS OF ON-SITE UTILITIES
(ELECTRIC/WATER, SANITARY, ETC.) PRIOR TO START OF
WORK.
2. REMOVE EXISTING FEATURES AS REQUIRED TO
ACCOMMODATE NEW CONSTRUCTION.
3. REPAIR OR REPLACE MAINTAINED SITE FEATURES DAMAGED
DURING CONSTRUCTION TO THE PRE-CONSTRUCTION
CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.
1. CONTRACTOR SHALL NOT WORK UPON
OR STORE ANY MATERIALS ON
OCCUPIED GRAVE PLOTS.
2. PROTECT ALL EXISTING GRAVESITES,
HEADSTONES, AND FLAT MARKERS
FROM DAMAGE DUE TO CONSTRUCTION
OPERATIONS.
3. MONUMENT PROTECTION SHALL BE
INSTALLED IMMEDIATELY PRIOR TO
DEMOLITION OR CONSTRUCTION
ACTIVITIES OCCURRING WITHIN 10'
GRAVESITE PROTECTION NOTES
EXAMPLE OF
HEADSTONE COVER
OF EXISTING MONUMENTS AND SHALL BE REMOVED
IMMEDIATELY AFTER DEMOLITION OR CONSTRUCTION NEAR
THE MONUMENT IS COMPLETE.
4. HEADSTONE COVERS SHALL BE CONSTRUCTED OF ½-INCH
THICK PLYWOOD AND SHALL COMPLETELY ENCASE
HEADSTONES ADJACENT TO THE WORK AREA WITHOUT
DAMAGING THEM.
5. COVER FLAT MARKERS WITH 1-INCH THICK PLYWOOD TO
PROTECT THEM FROM INCIDENTAL DAMAGE.
REFER TO LD-101 FOR TREE PROTECTION
NOTES
TREE PROTECTION NOTES
AREA H
E
E
E
E
E
E
E
E
E
E
T
W
W
W W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
S S
S S
SS
S S
T
V
T V
TV
T V
T V
T V
T V
T
V
T V
T V
T V
T V
T V
T V
T
V
T
V
T V
T V
T V
E
E
E
E
E
E E
E
W W
W
W
W W
W W
W
W
W
W
W
W
W
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
O H
E
O H
E
1 4
0+00
1+
2+
3+
4+
5+ 000+
1+
2+
3+
4+
1+00
2+00
0+50
1+50
2+50
15'-0"
R
R
R
R
9'-0"
TYP.
2'-0"
2'-0"
19'-9"
1+00
0+50
1+50
1+00
0+50
1+50
L1
L2 L3
C1 C2
C3
C4
C5
C6
C7
C8
R
R
R
ALIGNMENT - (1)
STA.=0+25.82
OFFSET=10.08
ALIGNMENT - (2)
STA.=1+17.93
FFSET=8.30
ALIGNMENT - (2)
STA.=2+25.10
OFFSET=8.34
ALIGNMENT - (1)
STA.=0+30.15
OFFSET=7.50
ALIGNMENT - (1)
STA.=1+66.91
OFFSET=8.50
ALIGNMENT - (1)
STA.=2+79.24
OFFSET=8.44
ALIGNMENT - (1)
STA.=3+76.49
OFFSET=8.47
EP:2+77.64
PT:2+21.19
Mid:1+99.89
PRC:1+78.58
Mid:1+63.79
PC:1+48.99
ALIGNMENT - (1)
STA.=1+67.69
OFFSET=8.50
ALIGNMENT - (1)
STA.=1+76.59
OFFSET=32.50
ALIGNMENT - (1)
STA.=2+48.59
OFFSET=32.50
ALIGNMENT - (1)
STA.=2+79.52
OFFSET=8.30
ALIGNMENT - (1)
STA.=3+76.82
OFFSET=8.71
BP:0+00.00
Mid:0+25.72
PCC:0+51.45
Mid:0+96.60
PCC:1+41.76
Mid:1+59.54
EP:1+77.32
EP:1+91.17
Mid:1+64.27
PCC:1+37.37
Mid:0+97.54
PCC:0+57.71
Mid:0+28.85
BP:0+00.00
N 6854838.81
E 11628341.39
N 6854896.3
E 11628358.9
T Y
P
EP:5+21.72
CHAIN LINK FENCE
LS-504
EXISTING SIGNS & MONUMENTS
TO REMAIN
PROVIDE 12” DEPTH OF 5-6” DIA RIVER ROCK OVER
GEOTEXTILE FABRIC AT CURB CUT OUTFALL
PROTECT EX. TREE TO REMAIN
(TYP.)
EXISTING CATCH BASIN TO
BE REPLACED - REFER TO
STORM DRAINAGE PLAN
CATCH BASIN
CATCH
BASIN
INSTALL SALVAGED SHEDS (2) AND
SALVAGED OPEN SIDED METAL
EQUIPMENT SHELTER. COORDINATE
INSTALLATION LOCATIONS WITH COR
FLUSH CURB, SLOPE
AWAY FROM PAVING
CATCH BASIN
CATCH BASIN
LS-601
INSTALL SALVAGED
RECEPTACLES
PROTECT EXISTING
TREE TO REMAIN (TYP.)
PROTECT EXISTING
LANDSCAPING TO REMAIN (TYP.)
PROTECT EXISTING
LANDSCAPING TO REMAIN (TYP.)
LP TANK - REFER TO
MECHANICAL DRAWINGS
CONCRETE PARKING BUMPER
(REINSTALL EXISTING)
FLUSH CURB, SLOPE
AWAY FROM PAVING
PROTECT EX. TREE TO
REMAIN (TYP.)
PROTECT EX. TREE TO REMAIN
(TYP.)
PROTECT EX. TREE TO REMAIN
(TYP.)
PROTECT EX. TREE
TO REMAIN (TYP.)
BITUMINOUS
PAVING (STANDARD
DUTY)(TYP.)
LS-501
BITUMINOUS PAVING
(MILL AND OVERLAY)
(TYP.)
LS-501
BITUMINOUS PAVING
(MAINTENANCE
AREA) (TYP.)
LS-501
CURB AND GUTTER
(TYP.)
LS-501
VALLEY CURB (TYP.)
LS-501
CONCRETE CURB
(TYP.)
LS-501
CONCRETE
PAVEMENT
(STANDARD DUTY)
LS-501
PROTECT EX. TREE
TO REMAIN (TYP.)
SITE MAP AND FLORAL
REGULATION SIGNS
REINSTALL RECEPTACLES
ON NEW CONCRETE PAD
LS-504
SITE MAP AND FLORAL
REGULATION SIGNS
LS-504
N 6855097.52
E 11627902.67
R
R
LINE STRIPING
(TYP.)
LS-504
LINE STRIPING
(TYP.)
LS-504
CONCRETE CURB
(TYP.)
LS-501
LINE STRIPING
(TYP.)
LS-504
LINE STRIPING
(TYP.)
LS-504
LINE STRIPING (TYP.)
LS-504
PROVIDE 12” DEPTH OF 5-6” DIA
RIVER ROCK OVER GEOTEXTILE
FABRIC AT CURB CUT OUTFALL
M A
T C
H L I N
E
A
R E
A
B
M A
T C
H L I N
E
A
R E
A
B
M A
T C
H L I N
E
A
R E
A
A
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
CO
CO
CO
CO
CO
FH
icv
E
J
B
C
O
M
M
Maintenance
Alignment - (1)
Number
L1
Length
521.72'
Radius Delta
Chord Length
Line/Chord Direction
S72° 33' 55.37"E
Start
STATION:0+00.00
N 6854832.94, E 11627742.39
End
STATION:5+21.72
N 6854676.63, E 11628240.14
Alignment - (2)
Number
L2
C1
C2
L3
Length
148.99'
29.58'
42.62'
56.44'
Radius
300.50'
299.96'
Delta
5.64°
8.14°
Chord Length
29.57'
42.58'
Line/Chord Direction
N19° 16' 11.42"E
N16° 26' 58.90"E
N17° 42' 21.80"E
N21° 37' 18.94"E
Start
STATION:0+00.00
N 6854818.14, E 11627789.54
STATION:1+48.99
N 6854958.78, E 11627838.71
STATION:1+78.58
N 6854987.14, E 11627847.08
STATION:2+21.19
N 6855027.71, E 11627860.03
End
STATION:1+48.99
N 6854958.78, E 11627838.71
STATION: 1+78.58
N 6854987.14, E 11627847.08
STATION: 2+21.19
N 6855027.71, E 11627860.03
STATION:2+77.64
N 6855080.18, E 11627880.83
Alignment - (3)
Number
C3
C4
C5
Length
51.45'
90.31'
35.56'
Radius
176.00'
390.00'
137.00'
Delta
16.75°
13.27°
14.87°
Chord Length
51.26'
90.11'
35.46'
Line/Chord Direction
N45° 47' 05.06"E
N60° 47' 34.17"E
N74° 51' 46.02"E
Start
STATION:0+00.00
N 6854955.75, E 11628381.71
STATION:0+51.45
N 6854991.50, E 11628418.45
STATION:1+41.76
N 6855035.47, E 11628497.11
End
STATION: 0+51.45
N 6854991.50, E 11628418.45
STATION: 1+41.76
N 6855035.47, E 11628497.11
STATION: 1+77.32
N 6855044.73, E 11628531.34
Alignment - (4)
Number
C6
C7
C8
Length
57.71'
79.66'
53.80'
Radius
196.00'
450.00'
169.00'
Delta
16.87°
10.14°
18.24°
Chord Length
57.50'
79.56'
53.57'
Line/Chord Direction
N45° 15' 49.32"E
N58° 46' 11.01"E
N72° 57' 37.95"E
Start
STATION:0+00.00
N 6854964.91, E 11628369.38
STATION:0+57.71
N 6855005.38, E 11628410.22
STATION:1+37.37
N 6855046.63, E 11628478.25
End
STATION: 0+57.71
N 6855005.38, E 11628410.22
STATION: 1+37.37
N 6855046.63, E 11628478.25
STATION: 1+91.17
N 6855062.33, E 11628529.47
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-101
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----
2020-05-22 MAS
SITE LAYOUT AND MATERIALS PLAN -
AREA A
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
LAYOUT NOTES
1. VERIFY LAYOUT WITH COR PRIOR TO CONSTRUCTION AND
ADJUST AS REQUIRED.
2. DETERMINE THAT LOCATION OF UNDERGROUND UTILITIES OR
FEATURES TO REMAIN DO NOT INTERFERE WITH PROPOSED
IMPROVEMENTS. IMMEDIATELY NOTIFY COR OF ANY
DISCREPANCIES OR CONFLICTS.
3. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY
ONCE ON DRAWINGS, BUT APPLY TO ALL SIMILAR CONDITIONS
WHERE NEW CONSTRUCTION OCCURS TO FULFILL THE INTENT
OF THE DRAWINGS.
LEGEND
BITUMINOUS PAVING
(STANDARD DUTY)
LS-501
BITUMINOUS PAVING
(MILL AND OVERLAY)
LS-501
BITUMINOUS PAVING
(MAINTENANCE AREA)
LS-501
CONCRETE PAVEMENT
(HEAVY DUTY)
LS-501
CONCRETE PAVEMENT
(STANDARD DUTY)
LS-501
CONCRETE CURB
LS-501
HISTORIC BRICK WALL -
RECONSTRUCTION
LS-601
CURB AND GUTTER
LS-501
VALLEY CURB
LS-501
CATCH BASIN (REFER TO STORM DRAINAGE PLAN)
STORM DRAIN (REFER TO STORM DRAINAGE PLAN)
CONCRETE EXPANSION JOINT
CONCRETE CONTROL JOINT
ST
CHAIN LINK FENCE
LS-504
BITUMINOUS PAVING (MILL
AND OVERLAY) - OPTION
LS-501
5COLUMBARIUM LAYOUT POINT
AREA A
REFER TO LD-101 FOR TREE PROTECTION
NOTES
TREE PROTECTION NOTES
E
E
E
E
E
E
E
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
COMMITTAL
SHELTER #1
18'-0"
18'-0"
N 6854625.47
E 11628874.16
N 6854724.14
E 11628943.59
N 6854763.90
E 11628808.58 N 6854769.5
E 11628789.56
N 6854814.68
E 11628636.12
N 6854820.28
E 11628617.09
N 6854848.52
E 11628521.15
N 6854854.13
E 11628502.12
LS-602
LS-602
LS-602
LS-601
LS-601
CATCH BASINS
-REFER TO CIVIL PLANS
BITUMINOUS
PAVING (MILL AND
OVERLAY) (TYP.)
LS-501
BITUMINOUS
PAVING (STANDARD
DUTY) (TYP.)
LS-501
PROTECT EXISTING TREE
TO REMAIN (TYP.)
PROTECT EXISTING TREE
TO REMAIN (TYP.)
PROTECT EXISTING TREE
TO REMAIN (TYP.)
SITE MAP AND
FLORAL
REGULATION SIGNS
LS-504
CATCH BASIN
CATCH BASIN
CATCH BASIN
CURB AND GUTTER
LS-501
12 INCH CONCRETE
CURB
LS-501
18'-0"
M A
T C
H L I N
E
A
R E
A
A
M A
T C
H L I N
E
A
R E
A
A
MATCHLINE - AREA D
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
CO
CO
CO
CO
CO
FH
icv
E
J
B
C
O
M
M
Maintenance
C
O
M
M
W
W
W
S
S
S
S
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E
E
E
W W
W
W
S
P
I G
O
T
F
H
LODGE
9'-7"
10'-8"
R
L
5'-11"
6'-4" 4'-0"
EXPANSION JOINT (TYP.) PROVIDE EXPANSION JOINT
AT BUILDING (TYP.)
PROVIDE EXPANSION JOINT
AT BUILDING (TYP.)
EXPANSION
JOINT (TYP.)
CONTROL
JOINT
(TYP.)
EXISTING CONCRETE
WALL TO REMAIN
PROTECT EXISTING
CONCRETE TO REMAIN
PROTECT EXISTING
SIGNS TO REMAIN
INSTALL SALVAGED
RECEPTACLES
CATCH BASIN
CURB TRANSITION
CATCH BASIN
CATCH
BASIN
CATCH BASIN
MATCH TOP OF
CURB ELEVATION OF
EXISTING CURB IN
NEW CONSTRUCTION
CONCRETE
STAIRS
4R @ 6"
LS-503
CONCRETE
PAVEMENT
(STANDARD DUTY)
(TYP.)
LS-501
CONCRETE
CURB(TYP.)
LS-501
CONCRETE
CURB(TYP.)
LS-501
PROTECT EXISTING
SIGNS TO REMAIN
REFER TO
ARCHITECTURAL
DRAWINGS
LS-602
M A
T C
H L I N
E
A
R E
A
A
MATCHLINE - AREA B
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
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.
LS-102
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----
2020-05-22 MAS
SITE LAYOUT AND MATERIALS PLAN -
AREA B, C AND D
Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701
XXX
KEY PLAN
NOT TO SCALE
LAYOUT NOTES
1. VERIFY LAYOUT WITH COR PRIOR TO CONSTRUCTION AND
ADJUST AS REQUIRED.
2. DETERMINE THAT LOCATION OF UNDERGROUND UTILITIES OR
FEATURES TO REMAIN DO NOT INTERFERE WITH PROPOSED
IMPROVEMENTS. IMMEDIATELY NOTIFY COR OF ANY
DISCREPANCIES OR CONFLICTS.
3. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY
ONCE ON DRAWINGS, BUT APPLY TO ALL SIMILAR CONDITIONS
WHERE NEW CONSTRUCTION OCCURS TO FULFILL THE INTENT
OF THE DRAWINGS.
LEGEND
BITUMINOUS PAVING
(STANDARD DUTY)
LS-501
BITUMINOUS PAVING
(MILL AND OVERLAY)
LS-501
BITUMINOUS PAVING
(MAINTENANCE AREA)
LS-501
CONCRETE PAVEMENT
(HEAVY DUTY)
LS-501
CONCRETE PAVEMENT
(STANDARD DUTY)
LS-501
CONCRETE CURB
LS-501
HISTORIC BRICK WALL -
RECONSTRUCTION
LS-601
CURB AND GUTTER
LS-501
VALLEY CURB
LS-501
CATCH BASIN (REFER TO STORM DRAINAGE PLAN)
STORM DRAIN (REFER TO STORM DRAINAGE PLAN)
CONCRETE EXPANSION JOINT
CONCRETE CONTROL JOINT
ST
CHAIN LINK FENCE
LS-504
BITUMINOUS PAVING (MILL
AND OVERLAY) - OPTION
LS-501
5COLUMBARIUM LAYOUT POINT
REFER TO LD-101 FOR TREE PROTECTION
NOTES
TREE PROTECTION NOTES
AREA B
LODGE AREA ENLARGEMENT
AREA C
AREA D
F
H ic v
G
G
G
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
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
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 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 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
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
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
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
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
O
H
E
O
H
E
O
H
E
W
VERIFY DEPTH OF EXISTING UTILITY
AND PROTECT FROM DAMAGE
DURING PAVING OPERATIONS
PROTECT
EXISTING
FLAG POLE
TO REMAIN
REFER TO GRADING PLANS FOR
GRADE CHANGES IN THE CIRCLE
DRIVE. INCREASE THICKNESS OF
OVERLAY AS NEEDED TO
ELIMINATE PONDING IN LOW
SPOTS AND MEET PROPOSED
FINISH GRADES.
FLOWER WATERING
STATION
LS-502
PROTECT EXISTING TREE TO
REMAIN (TYP.)
FLOWER WATERING
STATION
LS-502
BITUMINOUS
PAVING (MILL AND
OVERLAY)
LS-501
SITE MAP AND
FLORAL
REGULATION SIGNS
LS-504
SITE MAP AND
FLORAL
REGULATION SIGNS
LS-504
BITUMINOUS
PAVING (MILL AND
OVERLAY) - OPTION
LS-501
BITUMINOUS
PAVING (MILL AND
OVERLAY) - OPTION
LS-501
MATCHLINE - AREA F
EB
EB
COMM
COMM
WM
W
W
SPIGOT
SPIGOT
SPIGOT
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
LP
LP
LP
LP
SPIGOT
SPIGOT
SPIGOT
FH
WV
CO
CO
CO
CO
CO
FH
icv
E
J
B
C
O
M
M
Maintenance
COMM
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-103
Columbarium, Facility Renovation, Improvements And Repairs, And Pre-placed Crypts ----
2020-05-22 MAS
SITE LAYOUT AND MATERIALS 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.
KEY PLAN
NOT TO SCALE
LAYOUT NOTES
1. VERIFY LAYOUT WITH COR PRIOR TO CONSTRUCTION AND
ADJUST AS REQUIRED.
2. DETERMINE THAT LOCATION OF UNDERGROUND UTILITIES OR
FEATURES TO REMAIN DO NOT INTERFERE WITH PROPOSED
IMPROVEMENTS. IMMEDIATELY NOTIFY COR OF ANY
DISCREPANCIES OR CONFLICTS.
3. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY
ONCE ON DRAWINGS, BUT APPLY TO ALL SIMILAR CONDITIONS
WHERE NEW CONSTRUCTION OCCURS TO FULFILL THE INTENT
OF THE DRAWINGS.
LEGEND
BITUMINOUS PAVING
(STANDARD DUTY)
LS-501
BITUMINOUS PAVING
(MILL AND OVERLAY)
LS-501
BITUMINOUS PAVING
(MAINTENANCE AREA)
LS-501
CONCRETE PAVEMENT
(HEAVY DUTY)
LS-501
CONCRETE PAVEMENT
(STANDARD DUTY)
LS-501
CONCRETE CURB
LS-501
HISTORIC BRICK WALL -
RECONSTRUCTION
LS-601
CURB AND GUTTER
LS-501
VALLEY CURB
LS-501
CATCH BASIN (REFER TO STORM DRAINAGE PLAN)
STORM DRAIN (REFER TO STORM DRAINAGE PLAN)
CONCRETE EXPANSION JOINT
CONCRETE CONTROL JOINT
ST
CHAIN LINK FENCE
LS-504
BITUMINOUS PAVING (MILL
AND OVERLAY) - OPTION
LS-501
5COLUMBARIUM LAYOUT POINT
REFER TO LD-101 FOR TREE PROTECTION
NOTES
TREE PROTECTION NOTES
AREA E
C
O
C
O
C
O
C
O
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
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S S
S S
S S
EJB
C
O
M
M
W
G
G
G
G
G
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
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
M a in te n a n c e
T
T
T T
T
T
T
T
T
T T
T
T
T
T
W
W
W
W
W
W
W
W
W
W
W
W
SECTION 4
EXISTING
PRE-PLACED
LAWN CRYPT
FIELD
GRAVESITES
SHOWN ARE
APPROXIMATE
AND ARE BASED
ON RECORD
DRAWING
INFORMATION
NOT SURVEY
A
A
C
C
123567891011121318
1920212223242526272829303132333435
414151617
363738394041424344
454647484950515253545556575859606162636465666768697071727374757677787980
8182838485868788899091929394959697989910
5A66
57'-0" TYP.
T
Y P
N:6853650.54
E:11628405.98
N:6853670.04
E:11628419.98
N:6853673.04
E:11628429.52
N:6853676.04
E:11628439.06
N:6853677.29
E:11628451.03
N:6853680.29
E:11628460.57
N:6853683.29
E:11628470.11
N:6853686.29
E:11628479.65
N:6853689.29
E:11628489.19
N:6853692.30
E:11628498.73
N:6853695.30
E:11628508.27
N:6853698.30
E:11628517.81
N:6853701.30
E:11628527.35
N:6853702.51
E:11628539.33
N:6853705.50
E:11628548.90
N:6853708.51
E:11628558.41
N:6853675.31
E:11628604.71
N:6853658.31
E:11628614.67
N:6853637.82
E:11628629.50
N:6853573.59
E:11628705.26
N:6853482.61
E:11628639.95
FLOWER WATERING
STATION
LS-502
PREPLACED LAWN
CRYPT
LS-801
MONUMENT MARKER
COORDINATE SECTION 4
PLACEMENT WITH
CEMETERY DIRECTOR
LS-801
MONUMENT
MARKER
LS-801
BURIAL SECTION MARKER TO
REMAIN
SECTION 5
1,222 PRE-PLACED
CRYPTS (PROPOSED)
STEPPED LAWN
CRYPT SECTIONS
AND GRADES
LS-801
F A
C I N
G
MATCHLINE - AREA F
MATCHLINE - AREA E
COLUMBARIUM ENLARGEMENT - AREA G
REFER TO SHEET LS-105
MAINTENANCE AREA ENLARGEMENT - AREA H
REFER TO SHEET LS-106
MONUMENT LOCATION STATIONING
SECTION 4
Point #
Northing
N 6853930.35
N 6853891.25
N 6853852.15
N 6853813.06
N 6853763.52
N 6853724.66
N 6853894.96
N 6853855.87
N 6853816.77
N 6853777.67
N 6853738.57
N 6853699.47
N 6853868.97
N 6853821.06
N 6853781.96
N 6853742.86
N 6853718.85
Easting
E 11628528.65
E 11628500.81
E 11628472.96
E 11628445.12
E 11628431.94
E 11628403.75
E 11628578.34
E 11628550.50
E 11628522.65
E 11628494.81
E 11628466.96
E 11628439.12
E 11628614.84
E 11628599.37
E 11628571.53
E 11628543.68
E 11628494.66
MONUMENT LOCATION STATIONING
SECTION 5
Point #
Northing
N 6853559.72
N 6853520.73
N 6853481.73
N 6853584.21
N 6853545.22
N 6853506.22
N 6853649.94
N 6853617.45
N 6853578.45
N 6853539.46
N 6853683.18
N 6853650.69
N 6853611.69
N 6853572.70
N 6853716.42
N 6853683.92
N 6853644.93
N 6853605.94
N 6853678.17
N 6853639.17
Easting
E 11628697.15
E 11628669.16
E 11628641.17
E 11628663.03
E 11628635.04
E 11628607.05
E 11628640.05
E 11628616.72
E 11628588.73
E 11628560.74
E 11628593.74
E 11628570.42
E 11628542.43
E 11628514.44
E 11628547.44
E 11628524.11
E 11628496.12
E 11628468.13
E 11628449.82
E 11628421.83
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
CO
CO
CO
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
LS-104
Columbarium, Facility Renovation, Improvements And…
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