876CM3025 Salisbury NC Annex II BID SET DRAWINGS-Bk04.pdf
PDF 19 MB Posted
- Attached to
- Salisbury National Cemetery Public Restroom Renovation and Columbarium Cemetery Expansion
- Solicitation number
- 36C78625R0014
About this file
This file contains detailed construction drawings and specifications for the Columbarium Cemetery Expansion project at Salisbury National Cemetery. The drawings include culvert details, site conservation and removals plans, site layout plans, and burial numbering plans.
The drawings show specific details for the expansion including pre-placed crypts in Sections 50-53 (with 516, 1,215, 1,165, and 1,722 crypts respectively), columbarium walls 1-24 (with 3,000 niches in walls 1-12 and an additional 3,000 niches in walls 13-24 as a contract option), public restroom facilities, a material and vehicle storage building, and a committal shelter. The plans include detailed specifications for concrete pavements, curbs, chain link fencing, and other site improvements. Layout coordinates and monument points are provided for precise positioning of all structures. The drawings indicate coordination requirements with existing utilities, including a 50' Plantation Pipeline easement, 30' sanitary sewer easement, and various Duke Power easements. Construction must account for flood hazard zones and protect existing trees designated to remain.
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Text version
CULVERT DETAILS
CU504
VA FORM 08 - 6231
A
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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/STRUCTURAL ENGINEER
KCI Technologies Inc.
(302) 731-9176
MEP ENGINEER
Arium AE 410-730-2300
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, Inc.
(970) 372-6104
BID SET
Salisbury National Cemetery Annex II
Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144
2024-07-26
876CM3025
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RTNBJK 39 of 148
CU505
VA FORM 08 - 6231
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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/STRUCTURAL ENGINEER
KCI Technologies Inc.
(302) 731-9176
MEP ENGINEER
Arium AE 410-730-2300
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, Inc.
(970) 372-6104
BID SET
Salisbury National Cemetery Annex II
Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144
2024-07-26
876CM3025
E
RTNBJK 40 of 148
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VA FORM 08 - 6231
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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/STRUCTURAL ENGINEER
KCI Technologies Inc.
(302) 731-9176
MEP ENGINEER
Arium AE 410-730-2300
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, Inc.
(970) 372-6104
BID SET
Salisbury National Cemetery Annex II
Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144
2024-07-26
876CM3025
E
RTNBJK 41 of 148
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VA FORM 08 - 6231
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21 4 5 6 7 8 9 10
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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/STRUCTURAL ENGINEER
KCI Technologies Inc.
(302) 731-9176
MEP ENGINEER
Arium AE 410-730-2300
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, Inc.
(970) 372-6104
BID SET
Salisbury National Cemetery Annex II
Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144
2024-07-26
876CM3025
E
RTNBJK 42 of 148
CU508
VA FORM 08 - 6231
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/STRUCTURAL ENGINEER
KCI Technologies Inc.
(302) 731-9176
MEP ENGINEER
Arium AE 410-730-2300
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, Inc.
(970) 372-6104
BID SET
Salisbury National Cemetery Annex II
Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144
2024-07-26
876CM3025
E
RTNBJK 43 of 148
2 STORY
BRICK
BUILDING
SPLIT LEVEL
BRICK
BUILDING
2 S
TORY
BRICK
BUILD
IN
G
ST
ORY
BR
IC
K
BU
IL
DI
NG
2 STORY
BRICK
BUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
PAVER DRIVE
SHED
SHED
SHED
SHED
SHED
SHED
SHED
SHED
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
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30' SANITARYSEWER EASEMENT
30' SANITARY
SEWER EASEMENT
' S
ANIT
ARY
SEW
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ASEMENT
20' SANITARY
SEWER EASEMENT
' S
ANITARY
SEWER E
ASEMENT
' S
AN
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Y
SE
W
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E
AS
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T
SO
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(N C
SR
#2172)
50' PU
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R /W
SO
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TH
M
C C
O Y R
D
(N C
SR
#2172)
50' PU
BLIC
R /W
OLD WILKESBORO RD.
(NCSR #1703)60' PUBLIC R/W
N70°37'53"W 1289.29'
N46°23'52"W
219.82'
N
°4 6'
"E
6.
S84°45'40"E
83.76'
N89°51'27"E
134.76'
N76°06'22"E
133.77'
N63 °1
9'0 0"E
2.2
5'
N57 °3
7'4 8"
E
2.0 1'
S88°02'54"E
171.93'
S87°49'35"E
866.42'
S70°46'56"E 158.79'
N
°3 3'
"E
8.
N70°37'53"W 266.13'
N43°28'50"W
266.13'
N69°02'50"W
266.13'N
°4 6'
"E
6.
13" ELM
18" PIN OAK
21" PIN OAK 12" CHERRY
19" CEDAR
16" CEDAR
15" ELM
13" CEDAR
13" CEDAR
12" GUM
16" POPLAR
17" POPLAR
18" ASH
20" POPLAR
13" POPLAR
12" POPLAR
TRIP 12/15/19"
GUM
24" GUM
16" GUM
13" ELM
TWIN 15"
GUM
14" GUM
18" GUM
24" GUM30" GUM
15" GUM
15" ELM
15" GUM
TRIP 12/16/24"
GUM
15" GUM
18" GUM
16" GUM
14" GUM
33" SYC
12" GUM
22" ELM
14" ASH
14" ELM
25" BERCH
35" PIN OAK
17" SYC
17" POPLAR
15" ASH
16" GUM 14" MAPLE
12" ASH
13" ASH
21" PIN OAK
22" GUM
12" PIN OAK
15" GUM
13" ASH
19" GUM
26" GUM
14" PIN OAK
13" GUM
13" CHERRY
25" PIN OAK
23" ELM
19" GUM
12" ELM
TWIN 12/13"
POPLAR
12" PINE
12" POPLAR
15" GUM
13" GUM
12" GUM12" ELM
15" GUM
12" CHERRY
18" GUM
16" GUM
18" GUM
18" GUM18" GUM
13" GUM
18" GUM
18" GUM
16" GUM
19" GUM
16" GUM
16" GUM
16" GUM
15" GUM
24" GUM
16" GUM
16" GUM
17" GUM
12" GUM
16" GUM 13" GUM
13" GUM
14" GUM
12" GUM
12" GUM
12" POPLAR 12" POPLAR
15" ASH
TRIP 12/16/18"
GUM
TWIN 20"
GUM
TWIN 15/17"
GUM
28" GUM
48" RED OAK
50' PIPELINE EASEMENT
20' SANITARY
SEWER EASEMENT
RIGHT-OF-WAY LINE
WETLAND
WETLAND
WETLAND
1% ANNUAL CHANCE
FLOODPLAIN
BOUNDARY
1% ANNUAL
CHANCE
FLOODPLAIN
BOUNDARY
1% ANNUAL
CHANCE
FLOODPLAIN
BOUNDARY
0.2% ANNUAL
CHANCE FLOODPLAIN
BOUNDARY
PROTECT 48" OAK
TO REMAIN
ENTIRE AREA TO BE
CLEARED IS HEAVILY
WOODED WITH
SOME LARGE
EXISTING STUMPS
PROPERTY LINE
ENTIRE AREA TO BE
CLEARED IS HEAVILY
WOODED WITH SOME
LARGE EXISTING STUMPS
PROTECT
EXISTING
TREES TO
REMAIN (TYP.)
PROTECT EXISTING
TREES TO REMAIN (TYP.)
PROTECT EXISTING UTILITIES
DURING CONSTRUCTION
- REFER TO C-DRAWINGS
PROTECT EXISTING UTILITIES
DURING CONSTRUCTION
- REFER TO C-DRAWINGS
PROTECT EXISTING
TREE TO REMAIN (TYP.)
PROTECT
EXISTING
TREES TO
REMAIN (TYP.)
PROTECT EXISTING
TREES TO REMAIN
(TYP.)
PROTECT
EXISTING
TREES TO
REMAIN (TYP.)
PROTECT EXISTING
TREE TO REMAIN (TYP.)
FOR TEMPORARY
PIPELINE CROSSING
REFER TO 8
CG502
COORDINATE WORK
IN EASEMENT WITH
PLANTATION PIPELINE
COORDINATE WORK
IN EASEMENT WITH
PLANTATION PIPELINE
COORDINATE WORK
IN EASEMENT WITH
PLANTATION PIPELINE
2 3 45
26 27
6' C H
AIN
LIN
K FEN
C
E
6' C
H
AI
N L
IN
K
FE
N
C E
2 STORY
BRICK
BUILDING
SPLIT LEVEL
BRICK
BUILDING
2 STORY
BRICK
BUILDING
2 STORY
BRICK
BUILDING
2 STORYBRICKBUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORYMULTI-FAMILYBRICKBUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORYMULTI-FAMILYBRICKBUILDING
PAVER DRIVE
6' C
H
AI
N L
IN
K
FE
N
C E
SHED
SHED
SHED
SHED
SH
ED
SHED
SHED
SHED
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
MATCHLINE SHEET 13
MATCHLINE SHEET 8
' P
LA
NTA
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N P
IP
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COMPANY E
ASEMENT
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IP
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COMPANY E
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30' SANITARY
SEWER EASEMENT
30' SANITARY
SEWER EASEMENT
30' SANITARY
SEWER EASEMENT
30' SANITARYSEWER EASEMENT
20' SANITARY
SEWER EASEMENT
20' SANITARY
SEWER EASEMENT
20' SANITARY
SEWER EASEMENT
141' DUKE POWEREASEMENT
141' DUKE POWEREASEMENT
141' DUKE POWEREASEMENT
SO
U
TH
M
C C
O Y R
D
(N C
SR
#2172)
50' PU
BLIC
R /W
SO
U
TH
M
C C
O Y R
D
(N C
SR
#2172)
50' PU
BLIC
R /W
OLD WILKESBORO RD.
(NCSR #1703)
60' PUBLIC R/W
N70°37'53"W
366.38'
N70°37'53"W
1289.29'
N46°23'52"W
219.82'
N
°4 6'
"E
6.
S84°45'40"E 83.76' N89°51'27"E
134.76'
N76°06'22"E
133.77'
N63°19'00"E
132.25'
N57°37'48"E
122.01'
S88°02'54"E 171.93'
S87°49'35"E 866.42'
S70°46'56"E158.79'
N2 1°
'3
1" E
8.
S87°49'35"E 124.05'
S1 6°
'5
1" W
0.
S1 2°
'3
1" W
1.
S0 6°
'5
3" W
0.
S1 1°
'0
5" W
.9
2'
S0 1°
'3
3" E
2.
S0 7°
'4
5" E
.8
3'
S1 8°
'1
6" E
9.
S0 5°
'4
5" E
8.
S0 4°
'2
3" W
.3
3'
S1 3°
'2
4" W
0.
S1 3°
'0
7" W
2.
S0 6°
'3
4" W
1.
S2 6°
'43
"W
0.
N70°37'53"W
266.13'
N43°28'50"W 266.13'
N69°02'50"W
266.13'
N
°4 6'
"E
6.
13" ELM
18" PIN OAK
21" PIN OAK
12" CHERRY
19" CEDAR
16" CEDAR 15" ELM
13" CEDAR
13" CEDAR
12" GUM
16" POPLAR
17" POPLAR
18" ASH
20" POPLAR
13" POPLAR
12" POPLAR
TRIP 12/15/19"
GUM
24" GUM
16" GUM
13" ELM
TWIN 15"
GUM
14" GUM
18" GUM
24" GUM
30" GUM
15" GUM
15" ELM
15" GUM
TRIP 12/16/24"
GUM
15" GUM
18" GUM
16" GUM
14" GUM
33" SYC
12" GUM
22" ELM
14" ASH
14" ELM
25" BERCH
35" PIN OAK
17" SYC
17" POPLAR
15" ASH
16" GUM 14" MAPLE
12" ASH
13" ASH
21" PIN OAK
22" GUM
12" PIN OAK
15" GUM
13" ASH
19" GUM
26" GUM
14" PIN OAK
13" GUM
13" CHERRY
25" PIN OAK
23" ELM
19" GUM
12" ELM
TWIN 12/13"
POPLAR
12" PINE
12" POPLAR
15" GUM
13" GUM
12" GUM
12" ELM
15" GUM
12" CHERRY
18" GUM
16" GUM
18" GUM
18" GUM
18" GUM
13" GUM
18" GUM 18" GUM
16" GUM
19" GUM
16" GUM
16" GUM
16" GUM
15" GUM
24" GUM
16" GUM
16" GUM
17" GUM
12" GUM
16" GUM
13" GUM
13" GUM
14" GUM
12" GUM
12" GUM
12" POPLAR
12" POPLAR
15" ASH
TRIP 12/16/18"
GUM
TWIN 20"
GUM
TWIN 15/17"
GUM
28" GUM
48" RED OAK
BID SET
VA FORM 08 - 6231
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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/STRUCTURAL ENGINEER
KCI Technologies Inc.
(302) 731-9176
MEP ENGINEER
Arium AE 410-730-2300
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, Inc.
(970) 372-6104
S. McCoy Rd. and Old Wilkesboro Rd. , Salisbury, NC 28144 Salisbury National Cemetery
REG
IS
TE
R E
D L A ND S CA P E ARCH
ITECT
N O R T H C A R O LI N A
K A R A R O G G E N K A MP
2355X X
LD-101
Salisbury National Cemetery Annex II
2024-07-26 AW
SITE CONSERVATION AND REMOVALS
PLAN – OVERALL
KR
SURVEY NOTE
SURVEY INFORMATION WAS PROVIDED BY KCI ASSOCIATES OF
NORTH CAROLINA, INC., 4505 FALLS OF NEUSE, FLOOR 4, RALEIGH,
NC 27607, 919-783-9214, FROM AERIAL SURVEY FLOWN ON MARCH 8,
2023, AND FIELD WORK CONDUCTED IN APRIL 2023 OCTOBER 2023.
HORIZONTAL DATUM: NAD 83
VERTICAL DATUM: NAVD 88
STATE PLANE ZONE: NORTH CAROLINA
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.
PROTECT EXISTING UTILITIES DURING CONSTRUCTION
OPERATIONS.
2. PROVIDE TEMPORARY EROSION AND SEDIMENTATION
CONTROLS. REFER TO EROSION AND SEDIMENTATION CONTROL
DRAWINGS.
3. REMOVE EXISTING FEATURES AS REQUIRED TO ACCOMMODATE
NEW CONSTRUCTION.
4. REPAIR OR REPLACE MAINTAINED SITE FEATURES DAMAGED
DURING CONSTRUCTION TO THE PRE-CONSTRUCTION
CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.
5. PROTECT ALL AREAS OUTSIDE OF LIMIT OF DISTURBANCE.
6. PROTECT ADJACENT PROPERTY, ROADS, AND UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY
DAMAGE AS RESULT OF CONSTRUCTION OPERATIONS.
7. COORDINATE ANY REQUIRED CLOSURES OR LANE
RESTRICTIONS OF PUBLIC ROADS WITH THE CITY OF SALISBURY.
PROVIDE TEMPORARY TRAFFIC CONTROL MEASURES FOR SUCH
CLOSURES AT NO ADDITIONAL COST TO THE GOVERNMENT.
8. INDIVIDUAL TREES OVER 12" DBH WERE SURVEYED ONLY IN A
SMALL AREA OF THE SITE NEAR THE STREAM. ALL AREAS
INDICATED TO BE CLEARED ARE HEAVILY WOODED WITH
SCATTERED LARGE STUMPS FROM PRIOR LOGGING
OPERATIONS.
REMOVAL NOTES
CLEAR AND GRUB EXISTING VEGETATION
AND STRIP AND STOCKPILE TOPSOIL.
REMOVE ALL STUMPS AND ROOTS AND
DISPOSE OF LEGALLY OFF SITE.
LEGEND
TP
8' HT TEMPORARY CHAIN LINK
CONSTRUCTION FENCE
XX XX
REMOVE EXISTING TREE
INCLUDING STUMP AND DISPOSE
OF LEGALLY OFF SITE
TREE PROTECTION FENCE 2
LP-501
LIMIT OF DISTURBANCE
94SURVEYED TREE WITH KEY NUMBER
876CM3025
KEY PLAN NOT TO SCALE
NORTH
AREA A AREA B
AREA C
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 TREE TABLE
KEY DESCRIPTION
1 21" PIN OAK PROTECT
2 12" CHERRY PROTECT
3 19" CEDAR PROTECT
4 13" CEDAR REMOVE
5 15" ELM PROTECT
6 12" POPLAR PROTECT
7 12" SWEETGUM PROTECT
8 14" MAPLE REMOVE
9 16" SWEETGUM REMOVE
10 28" SWEETGUM PROTECT
11 20" POPLAR REMOVE
12 17" POPLAR REMOVE
13 16" SWEETGUM REMOVE
14 19" SWEETGUM REMOVE
15 24" SWEETGUM REMOVE
16 17" SWEETGUM REMOVE
17 16" SWEETGUM REMOVE
18 15" SWEETGUM REMOVE
19 15"/15"
SWEETGUM REMOVE
20 16" SWEETGUM REMOVE
21 12"/15"/19"
SWEETGUM REMOVE
22 17" SYCAMORE PROTECT
23 17" POPLAR PROTECT
24 25" BIRCH PROTECT
25 35" PIN OAK PROTECT
26 12" ELM PROTECT
27 19" SWEETGUM PROTECT
28 13" CHERRY PROTECT
29 13" SWEETGUM REMOVE
30 26" SWEETGUM REMOVE
31 20"/20"
SWEETGUM REMOVE
32 13" ASH REMOVE
33 15" SWEETGUM REMOVE
34 12" PIN OAK REMOVE
35 22" SWEETGUM REMOVE
36 21" PIN OAK REMOVE
37 13" ASH REMOVE
38 12" ASH REMOVE
39 19" SWEETGUM REMOVE
40 14" PIN OAK REMOVE
41 15" ASH REMOVE
42 15" ASH REMOVE
43 25" PIN OAK PROTECT
44 23" ELM PROTECT
45 12"/13" POPLAR PROTECT
46 12" PINE REMOVE
47 12" POPLAR REMOVE
48 12" POPLAR REMOVE
49 14" SWEETGUM PROTECT
50 12" SWEETGUM PROTECT
51 13" SWEETGUM PROTECT
52 12" SWEETGUM REMOVE
53 12" POPLAR REMOVE
54 15"/17"
SWEETGUM PROTECT
55 15" SWEETGUM PROTECT
56 13" SWEETGUM PROTECT
57 13" SWEETGUM PROTECT
58 16" SWEETGUM REMOVE
59 12" SWEETGUM REMOVE
60 12" SWEETGUM REMOVE
61 12" ELM REMOVE
62 15" SWEETGUM REMOVE
63 33" SYCAMORE PROTECT
64 12" SWEETGUM PROTECT
65 22" ELM PROTECT
66 14" ASH PROTECT
67 14" ELM PROTECT
68 16" SWEETGUM REMOVE
69 16" SWEETGUM REMOVE
70 16" SWEETGUM REMOVE
71 13" ELM REMOVE
72 18" SWEETGUM REMOVE
73 24" SWEETGUM REMOVE
74 16" SWEETGUM REMOVE
75 18" SWEETGUM REMOVE
76 16" POPLAR REMOVE
77 14" SWEETGUM REMOVE
78 18" SWEETGUM REMOVE
79 24" SWEETGUM REMOVE
80 12"/16"/18"
SWEETGUM REMOVE
81 18" SWEETGUM REMOVE
82 18" SWEETGUM REMOVE
83 18" SWEETGUM REMOVE
84 16" SWEETGUM REMOVE
85 18" SWEETGUM REMOVE
86 16" SWEETGUM REMOVE
87 14" SWEETGUM REMOVE
88 15" ELM REMOVE
89 15" SWEETGUM REMOVE
90 13" POPLAR REMOVE
91 13" CEDAR REMOVE
92 13" ELM PROTECT
93 16" CEDAR PROTECT
94 12" CHERRY PROTECT
95 18" PIN OAK PROTECT
96 18" SWEETGUM REMOVE
97 13" SWEETGUM REMOVE
98 15" SWEETGUM REMOVE
99 15" SWEETGUM REMOVE
100 12"/16"/24"
SWEETGUM REMOVE
101 30" SWEETGUM REMOVE
102 18" ASH REMOVE
103 48" RED OAK PROTECT
GAS VENT
FO MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
SHED
0.2% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
' P
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PA
NY
E
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EN
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P
IP
E
LI
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C O
M
PA
N Y
EA
SE
M
EN
T
' S
ANITARY
SEWER E
ASEMENT
' S
AN
IT
AR
Y
SE
W
ER
E
AS
EM
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T
SO
U
TH
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O Y R
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(N C
SR
#2172)
50' PU
BLIC
R /W
SO
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O Y R
D
(N C
SR
#2172)
50' PU
BLIC
R /W
OLD WILKESBORO RD.(NCSR #1703)60' PUBLIC R/W
N46°23'52"W
219.82'
N
°4 6'
"E
6.
S84°45'40"E
83.76'
N43°28'50"W
266.13'
N69°02'50"W
266.13'N
°4 6'
"E
6.
13" ELM
18" PIN OAK
21" PIN OAK 12" CHERRY
19" CEDAR
16" CEDAR
15" ELM
13" CEDAR
13" CEDAR
12" GUM
16" POPLAR
17" POPLAR
18" ASH
20" POPLAR
13" POPLAR
12" POPLAR
TRIP 12/15/19"
GUM
24" GUM
16" GUM
13" ELM
TWIN 15"
GUM
14" GUM
18" GUM
24" GUM30" GUM
15" GUM
15" ELM
15" GUM
TRIP 12/16/24"
GUM
15" GUM
18" GUM
16" GUM
14" GUM
33" SYC
12" GUM
22" ELM
14" ASH
14" ELM
25" BERCH
35" PIN OAK
17" SYC
17" POPLAR
15" ASH
16" GUM 14" MAPLE
12" ASH
13" ASH
21" PIN OAK
22" GUM
12" PIN OAK
15" GUM
13" ASH
19" GUM
26" GUM
14" PIN OAK
13" GUM
13" CHERRY
25" PIN OAK
23" ELM
19" GUM
12" ELM
TWIN 12/13"
POPLAR
12" PINE
12" POPLAR
15" GUM
13" GUM
12" GUM12" ELM
15" GUM
12" CHERRY
18" GUM
16" GUM
18" GUM
18" GUM18" GUM
13" GUM
18" GUM
18" GUM
16" GUM
19" GUM
16" GUM
16" GUM
16" GUM
15" GUM
24" GUM
16" GUM
16" GUM
17" GUM
12" GUM
16" GUM 13" GUM
13" GUM
14" GUM
12" GUM
12" GUM
12" POPLAR 12" POPLAR
15" ASH
TRIP 12/16/18"
GUM
TWIN 20"
GUM
TWIN 15/17"
GUM
28" GUM
48" RED OAK
PROTECT 48" OAK
TO REMAIN
ENTIRE AREA TO BE CLEARED IS HEAVILY WOODED WITH SOME
LARGE EXISTING STUMPS
PROTECT EXISTING
TREES TO REMAIN
(TYP.)
PROTECT EXISTING
TREES TO REMAIN (TYP.)
PROTECT EXISTING TREE
TO REMAIN (TYP.)
PROTECT EXISTING
TREES TO REMAIN
(TYP.)
PROTECT EXISTING
TREES TO REMAIN
(TYP.)
PROTECT
EXISTING
TREES TO
REMAIN
(TYP.)
PROTECT EXISTING
TREE TO REMAIN
(TYP.)
COORDINATE WORK
IN EASEMENT WITH
PLANTATION PIPELINE
COORDINATE WORK
IN EASEMENT WITH
PLANTATION PIPELINE
2 3
68 69
6' C H
AIN
LIN
K FEN
C
E
6' C
H
AI
N L
IN
K
FE
N
C E
2 STORY
BRICK
BUILDING
SPLIT LEVEL
BRICK
BUILDING
2 STORY
BRICK
BUILDING
2 STORY
BRICK
BUILDING
2 STORYBRICKBUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORYMULTI-FAMILYBRICKBUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORYMULTI-FAMILYBRICKBUILDING
PAVER DRIVE
6' C
H
AI
N L
IN
K
FE
N
C E
SHED
SHED
SHED
SHED
SH
ED
SHED
SHED
SHED
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
MATCHLINE SHEET 13
MATCHLINE SHEET 8
' P
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COMPANY E
ASEMENT
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COMPANY E
ASEMENT
30' SANITARY
SEWER EASEMENT
30' SANITARY
SEWER EASEMENT
30' SANITARY
SEWER EASEMENT
30' SANITARYSEWER EASEMENT
20' SANITARY
SEWER EASEMENT
20' SANITARY
SEWER EASEMENT
20' SANITARY
SEWER EASEMENT
141' DUKE POWEREASEMENT
141' DUKE POWEREASEMENT
141' DUKE POWEREASEMENT
SO
U
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O Y R
D
(N C
SR
#2172)
50' PU
BLIC
R /W
SO
U
TH
M
C C
O Y R
D
(N C
SR
#2172)
50' PU
BLIC
R /W
OLD WILKESBORO RD.
(NCSR #1703)
60' PUBLIC R/W
N70°37'53"W
366.38'
N70°37'53"W
1289.29'
N46°23'52"W
219.82'
N
°4 6'
"E
6.
S84°45'40"E 83.76' N89°51'27"E
134.76'
N76°06'22"E
133.77'
N63°19'00"E
132.25'
N57°37'48"E
122.01'
S88°02'54"E 171.93'
S87°49'35"E 866.42'
S70°46'56"E158.79'
N2 1°
'3
1" E
8.
S87°49'35"E 124.05'
S1 6°
'5
1" W
0.
S1 2°
'3
1" W
1.
S0 6°
'5
3" W
0.
S1 1°
'0
5" W
.9
2'
S0 1°
'3
3" E
2.
S0 7°
'4
5" E
.8
3'
S1 8°
'1
6" E
9.
S0 5°
'4
5" E
8.
S0 4°
'2
3" W
.3
3'
S1 3°
'2
4" W
0.
S1 3°
'0
7" W
2.
S0 6°
'3
4" W
1.
S2 6°
'43
"W
0.
N70°37'53"W
266.13'
N43°28'50"W 266.13'
N69°02'50"W
266.13'
N
°4 6'
"E
6.
13" ELM
18" PIN OAK
21" PIN OAK
12" CHERRY
19" CEDAR
16" CEDAR 15" ELM
13" CEDAR
13" CEDAR
12" GUM
16" POPLAR
17" POPLAR
18" ASH
20" POPLAR
13" POPLAR
12" POPLAR
TRIP 12/15/19"
GUM
24" GUM
16" GUM
13" ELM
TWIN 15"
GUM
14" GUM
18" GUM
24" GUM
30" GUM
15" GUM
15" ELM
15" GUM
TRIP 12/16/24"
GUM
15" GUM
18" GUM
16" GUM
14" GUM
33" SYC
12" GUM
22" ELM
14" ASH
14" ELM
25" BERCH
35" PIN OAK
17" SYC
17" POPLAR
15" ASH
16" GUM 14" MAPLE
12" ASH
13" ASH
21" PIN OAK
22" GUM
12" PIN OAK
15" GUM
13" ASH
19" GUM
26" GUM
14" PIN OAK
13" GUM
13" CHERRY
25" PIN OAK
23" ELM
19" GUM
12" ELM
TWIN 12/13"
POPLAR
12" PINE
12" POPLAR
15" GUM
13" GUM
12" GUM
12" ELM
15" GUM
12" CHERRY
18" GUM
16" GUM
18" GUM
18" GUM
18" GUM
13" GUM
18" GUM 18" GUM
16" GUM
19" GUM
16" GUM
16" GUM
16" GUM
15" GUM
24" GUM
16" GUM
16" GUM
17" GUM
12" GUM
16" GUM
13" GUM
13" GUM
14" GUM
12" GUM
12" GUM
12" POPLAR
12" POPLAR
15" ASH
TRIP 12/16/18"
GUM
TWIN 20"
GUM
TWIN 15/17"
GUM
28" GUM
48" RED OAK
BID SET
VA FORM 08 - 6231
A
Fi le
P at h 6/
/2
:3
9:
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/STRUCTURAL ENGINEER
KCI Technologies Inc.
(302) 731-9176
MEP ENGINEER
Arium AE 410-730-2300
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, Inc.
(970) 372-6104
S. McCoy Rd. and Old Wilkesboro Rd. , Salisbury, NC 28144 Salisbury National Cemetery
REG
IS
TE
R E
D L A ND S CA P E ARCH
ITECT
N O R T H C A R O LI N A
K A R A R O G G E N K A MP
2355X X
LD-102
Salisbury National Cemetery Annex II
2024-07-26 AW
SITE CONSERVATION AND REMOVALS
PLAN – AREA A
KR
SURVEY NOTE
SURVEY INFORMATION WAS PROVIDED BY KCI ASSOCIATES OF
NORTH CAROLINA, INC., 4505 FALLS OF NEUSE, FLOOR 4, RALEIGH,
NC 27607, 919-783-9214, FROM AERIAL SURVEY FLOWN ON MARCH 8,
2023, AND FIELD WORK CONDUCTED IN APRIL 2023 OCTOBER 2023.
HORIZONTAL DATUM: NAD 83
VERTICAL DATUM: NAVD 88
STATE PLANE ZONE: NORTH CAROLINA
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.
PROTECT EXISTING UTILITIES DURING CONSTRUCTION
OPERATIONS.
2. PROVIDE TEMPORARY EROSION AND SEDIMENTATION
CONTROLS. REFER TO EROSION AND SEDIMENTATION CONTROL
DRAWINGS.
3. REMOVE EXISTING FEATURES AS REQUIRED TO ACCOMMODATE
NEW CONSTRUCTION.
4. REPAIR OR REPLACE MAINTAINED SITE FEATURES DAMAGED
DURING CONSTRUCTION TO THE PRE-CONSTRUCTION
CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.
5. PROTECT ALL AREAS OUTSIDE OF LIMIT OF DISTURBANCE.
6. PROTECT ADJACENT PROPERTY, ROADS, AND UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY
DAMAGE AS RESULT OF CONSTRUCTION OPERATIONS.
7. COORDINATE ANY REQUIRED CLOSURES OR LANE
RESTRICTIONS OF PUBLIC ROADS WITH THE CITY OF SALISBURY.
PROVIDE TEMPORARY TRAFFIC CONTROL MEASURES FOR SUCH
CLOSURES AT NO ADDITIONAL COST TO THE GOVERNMENT.
8. INDIVIDUAL TREES OVER 12" DBH WERE SURVEYED ONLY IN A
SMALL AREA OF THE SITE NEAR THE STREAM. ALL AREAS
INDICATED TO BE CLEARED ARE HEAVILY WOODED WITH
SCATTERED LARGE STUMPS FROM PRIOR LOGGING
OPERATIONS.
REMOVAL NOTES
CLEAR AND GRUB EXISTING VEGETATION
AND STRIP AND STOCKPILE TOPSOIL.
REMOVE ALL STUMPS AND ROOTS AND
DISPOSE OF LEGALLY OFF SITE.
LEGEND
TP
8' HT TEMPORARY CHAIN LINK
CONSTRUCTION FENCE
XX XX
REMOVE EXISTING TREE
INCLUDING STUMP AND DISPOSE
OF LEGALLY OFF SITE
TREE PROTECTION FENCE 2
LP-501
LIMIT OF DISTURBANCE
94SURVEYED TREE WITH KEY NUMBER
REFER TO LD-101 FOR TREE PROTECTION
NOTES AND TREE KEY
TREE PROTECTION NOTES
876CM3025
KEY PLAN NOT TO SCALE
NORTH
M
AT
C H
LI
N
E
LD
-1
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
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E
CO
M
PA
NY
E
AS
EM
EN
T
48" RED OAK
ENTIRE AREA TO BE CLEARED IS HEAVILY WOODED
WITH SOME LARGE EXISTING STUMPS
6' C H
AIN
LIN
K FEN
C
E
6' C
H
AI
N L
IN
K
FE
N
C E
2 STORY
BRICK
BUILDING
SPLIT LEVEL
BRICK
BUILDING
2 STORY
BRICK
BUILDING
2 STORY
BRICK
BUILDING
2 STORYBRICKBUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORYMULTI-FAMILYBRICKBUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORYMULTI-FAMILYBRICKBUILDING
PAVER DRIVE
6' C
H
AI
N L
IN
K
FE
N
C E
SHED
SHED
SHED
SHED
SH
ED
SHED
SHED
SHED
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
MATCHLINE SHEET 13
MATCHLINE SHEET 8
' P
LA
NTA
TIO
N P
IP
E LI
NE
COMPANY E
ASEMENT
' P
LA
NT
AT
IO
N
PI
PE
L
IN
E
CO
M
PA
NY
E
AS
EM
EN
T
' P
LA
NTA
TIO
N P
IP
E LI
NE
COMPANY E
ASEMENT
30' SANITARY
SEWER EASEMENT
30' SANITARY
SEWER EASEMENT
30' SANITARY
SEWER EASEMENT
30' SANITARYSEWER EASEMENT
20' SANITARY
SEWER EASEMENT
20' SANITARY
SEWER EASEMENT
20' SANITARY
SEWER EASEMENT
141' DUKE POWEREASEMENT
141' DUKE POWEREASEMENT
141' DUKE POWEREASEMENT
SO
U
TH
M
C C
O Y R
D
(N C
SR
#2172)
50' PU
BLIC
R /W
SO
U
TH
M
C C
O Y R
D
(N C
SR
#2172)
50' PU
BLIC
R /W
OLD WILKESBORO RD.
(NCSR #1703)
60' PUBLIC R/W
N70°37'53"W
366.38'
N70°37'53"W
1289.29'
N46°23'52"W
219.82'
N
°4 6'
"E
6.
S84°45'40"E 83.76' N89°51'27"E
134.76'
N76°06'22"E
133.77'
N63°19'00"E
132.25'
N57°37'48"E
122.01'
S88°02'54"E 171.93'
S87°49'35"E 866.42'
S70°46'56"E158.79'
N2 1°
'3
1" E
8.
S87°49'35"E 124.05'
S1 6°
'5
1" W
0.
S1 2°
'3
1" W
1.
S0 6°
'5
3" W
0.
S1 1°
'0
5" W
.9
2'
S0 1°
'3
3" E
2.
S0 7°
'4
5" E
.8
3'
S1 8°
'1
6" E
9.
S0 5°
'4
5" E
8.
S0 4°
'2
3" W
.3
3'
S1 3°
'2
4" W
0.
S1 3°
'0
7" W
2.
S0 6°
'3
4" W
1.
S2 6°
'43
"W
0.
N70°37'53"W
266.13'
N43°28'50"W 266.13'
N69°02'50"W
266.13'
N
°4 6'
"E
6.
13" ELM
18" PIN OAK
21" PIN OAK
12" CHERRY
19" CEDAR
16" CEDAR 15" ELM
13" CEDAR
13" CEDAR
12" GUM
16" POPLAR
17" POPLAR
18" ASH
20" POPLAR
13" POPLAR
12" POPLAR
TRIP 12/15/19"
GUM
24" GUM
16" GUM
13" ELM
TWIN 15"
GUM
14" GUM
18" GUM
24" GUM
30" GUM
15" GUM
15" ELM
15" GUM
TRIP 12/16/24"
GUM
15" GUM
18" GUM
16" GUM
14" GUM
33" SYC
12" GUM
22" ELM
14" ASH
14" ELM
25" BERCH
35" PIN OAK
17" SYC
17" POPLAR
15" ASH
16" GUM 14" MAPLE
12" ASH
13" ASH
21" PIN OAK
22" GUM
12" PIN OAK
15" GUM
13" ASH
19" GUM
26" GUM
14" PIN OAK
13" GUM
13" CHERRY
25" PIN OAK
23" ELM
19" GUM
12" ELM
TWIN 12/13"
POPLAR
12" PINE
12" POPLAR
15" GUM
13" GUM
12" GUM
12" ELM
15" GUM
12" CHERRY
18" GUM
16" GUM
18" GUM
18" GUM
18" GUM
13" GUM
18" GUM 18" GUM
16" GUM
19" GUM
16" GUM
16" GUM
16" GUM
15" GUM
24" GUM
16" GUM
16" GUM
17" GUM
12" GUM
16" GUM
13" GUM
13" GUM
14" GUM
12" GUM
12" GUM
12" POPLAR
12" POPLAR
15" ASH
TRIP 12/16/18"
GUM
TWIN 20"
GUM
TWIN 15/17"
GUM
28" GUM
48" RED OAK
BID SET
VA FORM 08 - 6231
A
Fi le
P at h 6/
/2
:3
9:
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/STRUCTURAL ENGINEER
KCI Technologies Inc.
(302) 731-9176
MEP ENGINEER
Arium AE 410-730-2300
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, Inc.
(970) 372-6104
S. McCoy Rd. and Old Wilkesboro Rd. , Salisbury, NC 28144 Salisbury National Cemetery
REG
IS
TE
R E
D L A ND S CA P E ARCH
ITECT
N O R T H C A R O LI N A
K A R A R O G G E N K A MP
2355X X
LD-103
Salisbury National Cemetery Annex II
2024-07-26 AW
SITE CONSERVATION AND REMOVALS
PLAN – AREA B
KR
SURVEY NOTE
SURVEY INFORMATION WAS PROVIDED BY KCI ASSOCIATES OF
NORTH CAROLINA, INC., 4505 FALLS OF NEUSE, FLOOR 4, RALEIGH,
NC 27607, 919-783-9214, FROM AERIAL SURVEY FLOWN ON MARCH 8,
2023, AND FIELD WORK CONDUCTED IN APRIL 2023 OCTOBER 2023.
HORIZONTAL DATUM: NAD 83
VERTICAL DATUM: NAVD 88
STATE PLANE ZONE: NORTH CAROLINA
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.
PROTECT EXISTING UTILITIES DURING CONSTRUCTION
OPERATIONS.
2. PROVIDE TEMPORARY EROSION AND SEDIMENTATION
CONTROLS. REFER TO EROSION AND SEDIMENTATION CONTROL
DRAWINGS.
3. REMOVE EXISTING FEATURES AS REQUIRED TO ACCOMMODATE
NEW CONSTRUCTION.
4. REPAIR OR REPLACE MAINTAINED SITE FEATURES DAMAGED
DURING CONSTRUCTION TO THE PRE-CONSTRUCTION
CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.
5. PROTECT ALL AREAS OUTSIDE OF LIMIT OF DISTURBANCE.
6. PROTECT ADJACENT PROPERTY, ROADS, AND UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY
DAMAGE AS RESULT OF CONSTRUCTION OPERATIONS.
7. COORDINATE ANY REQUIRED CLOSURES OR LANE
RESTRICTIONS OF PUBLIC ROADS WITH THE CITY OF SALISBURY.
PROVIDE TEMPORARY TRAFFIC CONTROL MEASURES FOR SUCH
CLOSURES AT NO ADDITIONAL COST TO THE GOVERNMENT.
8. INDIVIDUAL TREES OVER 12" DBH WERE SURVEYED ONLY IN A
SMALL AREA OF THE SITE NEAR THE STREAM. ALL AREAS
INDICATED TO BE CLEARED ARE HEAVILY WOODED WITH
SCATTERED LARGE STUMPS FROM PRIOR LOGGING
OPERATIONS.
REMOVAL NOTES
876CM3025
KEY PLAN NOT TO SCALE
NORTH
M
AT
C H
LI
N
E
LD
-1
MATCHLINE LD-104
REFER TO LD-101 FOR TREE PROTECTION
NOTES
TREE PROTECTION NOTES
CLEAR AND GRUB EXISTING VEGETATION
AND STRIP AND STOCKPILE TOPSOIL.
REMOVE ALL STUMPS AND ROOTS AND
DISPOSE OF LEGALLY OFF SITE.
LEGEND
TP
8' HT TEMPORARY CHAIN LINK
CONSTRUCTION FENCE
XX XX
REMOVE EXISTING TREE
INCLUDING STUMP AND DISPOSE
OF LEGALLY OFF SITE
TREE PROTECTION FENCE 2
LP-501
LIMIT OF DISTURBANCE
94SURVEYED TREE WITH KEY NUMBER
FO MARKER
FO MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
2 STORY
MULTI-FAMILY
BRICK
BUILDING
SEWER MARKER
ZONE AE
ZONE AE
ZONE AE
0.2% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
' P
LA
NT
AT
IO
N
PI
PE
L
IN
E
CO
M
PA
NY
E
AS
EM
EN
T
30' SANITARY
SEWER EASEMENT
S87°49'35"E
866.42'
S70°46'56"E 158.79'
N
°3 3'
"E
8.
ENTIRE AREA TO BE
CLEARED IS HEAVILY
WOODED
COORDINATE WORK
IN EASEMENT WITH
PLANTATION PIPELINE
6' C H
AIN
LIN
K FEN
C
E
6' C
H
AI
N L
IN
K
FE
N
C E
2 STORY
BRICK
BUILDING
SPLIT LEVEL
BRICK
BUILDING
2 STORY
BRICK
BUILDING
2 STORY
BRICK
BUILDING
2 STORYBRICKBUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORYMULTI-FAMILYBRICKBUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORYMULTI-FAMILYBRICKBUILDING
PAVER DRIVE
6' C
H
AI
N L
IN
K
FE
N
C E
SHED
SHED
SHED
SHED
SH
ED
SHED
SHED
SHED
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
MATCHLINE SHEET 13
MATCHLINE SHEET 8
' P
LA
NTA
TIO
N P
IP
E LI
NE
COMPANY E
ASEMENT
' P
LA
NT
AT
IO
N
PI
PE
L
IN
E
CO
M
PA
NY
E
AS
EM
EN
T
' P
LA
NTA
TIO
N P
IP
E LI
NE
COMPANY E
ASEMENT
30' SANITARY
SEWER EASEMENT
30' SANITARY
SEWER EASEMENT
30' SANITARY
SEWER EASEMENT
30' SANITARYSEWER EASEMENT
20' SANITARY
SEWER EASEMENT
20' SANITARY
SEWER EASEMENT
20' SANITARY
SEWER EASEMENT
141' DUKE POWEREASEMENT
141' DUKE POWEREASEMENT
141' DUKE POWEREASEMENT
SO
U
TH
M
C C
O Y R
D
(N C
SR
#2172)
50' PU
BLIC
R /W
SO
U
TH
M
C C
O Y R
D
(N C
SR
#2172)
50' PU
BLIC
R /W
OLD WILKESBORO RD.
(NCSR #1703)
60' PUBLIC R/W
N70°37'53"W
366.38'
N70°37'53"W
1289.29'
N46°23'52"W
219.82'
N
°4 6'
"E
6.
S84°45'40"E 83.76' N89°51'27"E
134.76'
N76°06'22"E
133.77'
N63°19'00"E
132.25'
N57°37'48"E
122.01'
S88°02'54"E 171.93'
S87°49'35"E 866.42'
S70°46'56"E158.79'
N2 1°
'3
1" E
8.
S87°49'35"E 124.05'
S1 6°
'5
1" W
0.
S1 2°
'3
1" W
1.
S0 6°
'5
3" W
0.
S1 1°
'0
5" W
.9
2'
S0 1°
'3
3" E
2.
S0 7°
'4
5" E
.8
3'
S1 8°
'1
6" E
9.
S0 5°
'4
5" E
8.
S0 4°
'2
3" W
.3
3'
S1 3°
'2
4" W
0.
S1 3°
'0
7" W
2.
S0 6°
'3
4" W
1.
S2 6°
'43
"W
0.
N70°37'53"W
266.13'
N43°28'50"W 266.13'
N69°02'50"W
266.13'
N
°4 6'
"E
6.
13" ELM
18" PIN OAK
21" PIN OAK
12" CHERRY
19" CEDAR
16" CEDAR 15" ELM
13" CEDAR
13" CEDAR
12" GUM
16" POPLAR
17" POPLAR
18" ASH
20" POPLAR
13" POPLAR
12" POPLAR
TRIP 12/15/19"
GUM
24" GUM
16" GUM
13" ELM
TWIN 15"
GUM
14" GUM
18" GUM
24" GUM
30" GUM
15" GUM
15" ELM
15" GUM
TRIP 12/16/24"
GUM
15" GUM
18" GUM
16" GUM
14" GUM
33" SYC
12" GUM
22" ELM
14" ASH
14" ELM
25" BERCH
35" PIN OAK
17" SYC
17" POPLAR
15" ASH
16" GUM 14" MAPLE
12" ASH
13" ASH
21" PIN OAK
22" GUM
12" PIN OAK
15" GUM
13" ASH
19" GUM
26" GUM
14" PIN OAK
13" GUM
13" CHERRY
25" PIN OAK
23" ELM
19" GUM
12" ELM
TWIN 12/13"
POPLAR
12" PINE
12" POPLAR
15" GUM
13" GUM
12" GUM
12" ELM
15" GUM
12" CHERRY
18" GUM
16" GUM
18" GUM
18" GUM
18" GUM
13" GUM
18" GUM 18" GUM
16" GUM
19" GUM
16" GUM
16" GUM
16" GUM
15" GUM
24" GUM
16" GUM
16" GUM
17" GUM
12" GUM
16" GUM
13" GUM
13" GUM
14" GUM
12" GUM
12" GUM
12" POPLAR
12" POPLAR
15" ASH
TRIP 12/16/18"
GUM
TWIN 20"
GUM
TWIN 15/17"
GUM
28" GUM
48" RED OAK
BID SET
VA FORM 08 - 6231
A
Fi le
P at h 6/
/2
:3
9:
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/STRUCTURAL ENGINEER
KCI Technologies Inc.
(302) 731-9176
MEP ENGINEER
Arium AE 410-730-2300
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, Inc.
(970) 372-6104
S. McCoy Rd. and Old Wilkesboro Rd. , Salisbury, NC 28144 Salisbury National Cemetery
REG
IS
TE
R E
D L A ND S CA P E ARCH
ITECT
N O R T H C A R O LI N A
K A R A R O G G E N K A MP
2355X X
LD-104
Salisbury National Cemetery Annex II
2024-07-26 AW
SITE CONSERVATION AND REMOVALS
PLAN – AREA C
KR
SURVEY NOTE
SURVEY INFORMATION WAS PROVIDED BY KCI ASSOCIATES OF
NORTH CAROLINA, INC., 4505 FALLS OF NEUSE, FLOOR 4, RALEIGH,
NC 27607, 919-783-9214, FROM AERIAL SURVEY FLOWN ON MARCH 8,
2023, AND FIELD WORK CONDUCTED IN APRIL 2023 OCTOBER 2023.
HORIZONTAL DATUM: NAD 83
VERTICAL DATUM: NAVD 88
STATE PLANE ZONE: NORTH CAROLINA
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.
PROTECT EXISTING UTILITIES DURING CONSTRUCTION
OPERATIONS.
2. PROVIDE TEMPORARY EROSION AND SEDIMENTATION
CONTROLS. REFER TO EROSION AND SEDIMENTATION CONTROL
DRAWINGS.
3. REMOVE EXISTING FEATURES AS REQUIRED TO ACCOMMODATE
NEW CONSTRUCTION.
4. REPAIR OR REPLACE MAINTAINED SITE FEATURES DAMAGED
DURING CONSTRUCTION TO THE PRE-CONSTRUCTION
CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.
5. PROTECT ALL AREAS OUTSIDE OF LIMIT OF DISTURBANCE.
6. PROTECT ADJACENT PROPERTY, ROADS, AND UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY
DAMAGE AS RESULT OF CONSTRUCTION OPERATIONS.
7. COORDINATE ANY REQUIRED CLOSURES OR LANE
RESTRICTIONS OF PUBLIC ROADS WITH THE CITY OF SALISBURY.
PROVIDE TEMPORARY TRAFFIC CONTROL MEASURES FOR SUCH
CLOSURES AT NO ADDITIONAL COST TO THE GOVERNMENT.
8. INDIVIDUAL TREES OVER 12" DBH WERE SURVEYED ONLY IN A
SMALL AREA OF THE SITE NEAR THE STREAM. ALL AREAS
INDICATED TO BE CLEARED ARE HEAVILY WOODED WITH
SCATTERED LARGE STUMPS FROM PRIOR LOGGING
OPERATIONS.
REMOVAL NOTES
876CM3025
KEY PLAN NOT TO SCALE
NORTHMATCHLINE LD-103
REFER TO LD-101 FOR TREE PROTECTION
NOTES
TREE PROTECTION NOTES
CLEAR AND GRUB EXISTING VEGETATION
AND STRIP AND STOCKPILE TOPSOIL.
REMOVE ALL STUMPS AND ROOTS AND
DISPOSE OF LEGALLY OFF SITE.
LEGEND
TP
8' HT TEMPORARY CHAIN LINK
CONSTRUCTION FENCE
XX XX
REMOVE EXISTING TREE
INCLUDING STUMP AND DISPOSE
OF LEGALLY OFF SITE
TREE PROTECTION FENCE 2
LP-501
LIMIT OF DISTURBANCE
94SURVEYED TREE WITH KEY NUMBER
2 STORY
BRICK
BUILDING
SPLIT LEVEL
BRICK
BUILDING
2 S
TORY
BRICK
BUILD
IN
G
ST
ORY
BR
IC
K
BU
IL
DI
NG
2 STORY
BRICK
BUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
PAVER DRIVE
SHED
SHED
SHED
SHED
SHED
SHED
SHED
SHED
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
' P
LA
NT
AT
IO
N
PI
PE
L
IN
E
CO
M
PA
NY
E
AS
EM
EN
T
' P
LA
N
TA
TI
O N
P
IP
E
LI
N E
C O
M
PA
N Y
EA
SE
M
EN
T
' P
LA
NT
AT
IO
N
PI
PE
L
IN
E
CO
M
PA
NY
E
AS
EM
EN
T
30' SANITARYSEWER EASEMENT
30' SANITARY
SEWER EASEMENT
' S
ANIT
ARY
SEW
ER E
ASEMENT
20' SANITARY
SEWER EASEMENT
' S
ANITARY
SEWER EASEMENT
' S
AN
IT
AR
Y
SE
W
ER
E
AS
EM
EN
T
SO
U
TH
M
C C
O Y R
D
(N C
SR
#2172)
50' PU
BLIC
R /W
SO
U
TH
M
C C
O Y R
D
(N C
SR
#2172)
50' PU
BLIC
R /W
OLD WILKESBORO RD.(NCSR #1703)60' PUBLIC R/W
N70°37'53"W 1289.29'
N46°23'52"W
219.82'
N
°4 6'
"E
6.
S84°45'40"E
83.76'
N89°51'27"E
134.76'
N76°06'22"E
133.77'
N63 °1
9'0 0"E
2.2
5'
N57 °3
7'4 8"
E
2.0 1'
S88°02'54"E
171.93'
S87°49'35"E
866.42'
S70°46'56"E 158.79'
N
°3 3'
"E
8.
N70°37'53"W 266.13'
N43°28'50"W
266.13'
N69°02'50"W
266.13'N
°4 6'
"E
6.
13" ELM
18" PIN OAK
21" PIN OAK 12" CHERRY
19" CEDAR
16" CEDAR
15" ELM
12" GUM
12" POPLAR
33" SYC
12" GUM
22" ELM
14" ASH
14" ELM
25" BERCH
35" PIN OAK
17" SYC
17" POPLAR
13" CHERRY
25" PIN OAK
23" ELM
19" GUM
12" ELM
TWIN 12/13"
POPLAR
15" GUM
13" GUM
12" CHERRY
13" GUM
13" GUM
14" GUM
12" GUM
12" GUM
TWIN 15/17"
GUM
28" GUM
48" RED OAK
SECTION 53
PPC (1,722)
SECTION 52
PPC (1,215)
SECTION 51
IGC (1,165)
SECTION 50
IGC (516)
CEMETERY
ENTRANCE
20' SANITARY
SEWER EASEMENT:
SALISBURY-ROWAN
UTILITIES
30' SANITARY
SEWER EASEMENT:
SALISBURY-ROWAN
UTILITIES
50'
PIPELINE
EASEMENT:
PLANTATION
PIPELINE
MATERIAL &
VEHICLE
STORAGE
PUBLIC
RESTROOMS
U.S. FLAGPOLEPOW
FLAGPOLE
COMMITTAL
SHELTER
STORMWATER
BASIN
COLUMBARIUM A
WALLS 1-12
(3,000 NICHES)
CONTRACT
OPTION 1:
COLUMBARIUM A
WALLS 13-24
(3,000 NICHES)
6' C H
AIN
LIN
K FEN
C
E
6' C
H
AI
N L
IN
K
FE
N
C E
2 STORY
BRICK
BUILDING
SPLIT LEVEL
BRICK
BUILDING
2 STORY
BRICK
BUILDING
2 STORY
BRICK
BUILDING
2 STORYBRICKBUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORYMULTI-FAMILYBRICKBUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORYMULTI-FAMILYBRICKBUILDING
PAVER DRIVE
6' C
H
AI
N L
IN
K
FE
N
C E
SHED
SHED
SHED
SHED
SH
ED
SHED
SHED
SHED
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
MATCHLINE SHEET 13
MATCHLINE SHEET 8
' P
LA
NTA
TIO
N P
IP
E LI
NE
COMPANY E
ASEMENT
' P
LA
NT
AT
IO
N
PI
PE
L
IN
E
CO
M
PA
NY
E
AS
EM
EN
T
' P
LA
NTA
TIO
N P
IP
E LI
NE
COMPANY E
ASEMENT
30' SANITARY
SEWER EASEMENT
30' SANITARY
SEWER EASEMENT
30' SANITARY
SEWER EASEMENT
30' SANITARYSEWER EASEMENT
20' SANITARY
SEWER EASEMENT
20' SANITARY
SEWER EASEMENT
20' SANITARY
SEWER EASEMENT
141' DUKE POWEREASEMENT
141' DUKE POWEREASEMENT
141' DUKE POWEREASEMENT
SO
U
TH
M
C C
O Y R
D
(N C
SR
#2172)
50' PU
BLIC
R /W
SO
U
TH
M
C C
O Y R
D
(N C
SR
#2172)
50' PU
BLIC
R /W
OLD WILKESBORO RD.
(NCSR #1703)
60' PUBLIC R/W
N70°37'53"W
366.38'
N70°37'53"W
1289.29'
N46°23'52"W
219.82'
N
°4 6'
"E
6.
S84°45'40"E 83.76' N89°51'27"E
134.76'
N76°06'22"E
133.77'
N63°19'00"E
132.25'
N57°37'48"E
122.01'
S88°02'54"E 171.93'
S87°49'35"E 866.42'
S70°46'56"E158.79'
N2 1°
'3
1" E
8.
S87°49'35"E 124.05'
S1 6°
'5
1" W
0.
S1 2°
'3
1" W
1.
S0 6°
'5
3" W
0.
S1 1°
'0
5" W
.9
2'
S0 1°
'3
3" E
2.
S0 7°
'4
5" E
.8
3'
S1 8°
'1
6" E
9.
S0 5°
'4
5" E
8.
S0 4°
'2
3" W
.3
3'
S1 3°
'2
4" W
0.
S1 3°
'0
7" W
2.
S0 6°
'3
4" W
1.
S2 6°
'43
"W
0.
N70°37'53"W
266.13'
N43°28'50"W 266.13'
N69°02'50"W
266.13'
N
°4 6'
"E
6.
13" ELM
18" PIN OAK
21" PIN OAK
12" CHERRY
19" CEDAR
16" CEDAR 15" ELM
12" GUM
12" POPLAR
33" SYC
12" GUM
22" ELM
14" ASH
14" ELM
25" BERCH
35" PIN OAK
17" SYC
17" POPLAR
13" CHERRY
25" PIN OAK
23" ELM
19" GUM
12" ELM
TWIN 12/13"
POPLAR
15" GUM
13" GUM
12" CHERRY
13" GUM
13" GUM
14" GUM
12" GUM
12" GUM
TWIN 15/17"
GUM
28" GUM
48" RED OAK
BID SET
VA FORM 08 - 6231
A
Fi le
P at h 6/
/2
:3
9:
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/STRUCTURAL ENGINEER
KCI Technologies Inc.
(302) 731-9176
MEP ENGINEER
Arium AE 410-730-2300
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, Inc.
(970) 372-6104
S. McCoy Rd. and Old Wilkesboro Rd. , Salisbury, NC 28144 Salisbury National Cemetery
REG
IS
TE
R E
D L A ND S CA P E ARCH
ITECT
N O R T H C A R O LI N A
K A R A R O G G E N K A MP
2355X X
LS-101
Salisbury National Cemetery Annex II
2024-07-26 AW
SITE PLAN – OVERALL
KR
876CM3025
KEY PLAN NOT TO SCALE
NORTH
SURVEY NOTE
SURVEY INFORMATION WAS PROVIDED BY KCI ASSOCIATES OF
NORTH CAROLINA, INC., 4505 FALLS OF NEUSE, FLOOR 4, RALEIGH,
NC 27607, 919-783-9214, FROM AERIAL SURVEY FLOWN ON MARCH 8,
2023, AND FIELD WORK CONDUCTED IN APRIL 2023 OCTOBER 2023.
HORIZONTAL DATUM: NAD 83
VERTICAL DATUM: NAVD 88
STATE PLANE ZONE: NORTH CAROLINA
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.
4. OBTAIN WRITTEN PERMISSION FROM EASEMENT HOLDERS FOR
CONSTRUCTION OPERATIONS WITHIN THE EXISTING UTILITY
EASEMENTS.
LEGEND
CONCRETE PAVEMENT
(STANDARD DUTY)
LS-501
CONCRETE PAVEMENT
(HEAVY DUTY)
LS-501
BITUMINOUS PAVING
LS-501
3'X8' PRE-PLACED INTERIOR CRYPT
3'X8' PRE-PLACED PERIMETER CRYPT
ARROW INDICATES FACING
DIRECTION OF HEADSTONE
SIGN - REFER TO LS-601
SECTION MARKER - REFER TO LS-601
FLORAL STATION
LS-516
GRAVESITE LAYOUT MARKER
LS-507
CLEANOUT
CATCH BASIN/STORM INLET
MANHOLE
AREA A AREA B
AREA C
FO MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
0.2% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
' P
LA
NT
AT
IO
N
PI
PE
L
IN
E
CO
M
PA
NY
E
AS
EM
EN
T
' P
LA
N
TA
TI
O N
P
IP
E
LI
N E
C O
M
PA
N Y
EA
SE
M
EN
T
' S
ANITARY
SEWER EASEMENT
' S
AN
IT
AR
Y
SE
W
ER
E
AS
EM
EN
T
SO
U
TH
M
C C
O Y R
D
(N C
SR
#2172)
50' PU
BLIC
R /W
SO
U
TH
M
C C
O Y R
D
50' PU
BLIC
R /W
OLD WILKESBORO RD.
(NCSR #1703)60' PUBLIC R/W
N46°23'52"W
219.82'
N
°4 6'
"E
6.
S84°45'40"E
83.76'
N43°28'50"W
266.13'
N69°02'50"W
266.13'N
°4 6'
"E
6.
13" ELM
18" PIN OAK
21" PIN OAK 12" CHERRY
19" CEDAR
16" CEDAR
15" ELM
12" GUM
12" POPLAR
33" SYC
12" GUM
22" ELM
14" ASH
14" ELM
25" BERCH
35" PIN OAK
17" SYC
17" POPLAR
13" CHERRY
25" PIN OAK
23" ELM
19" GUM
12" ELM
TWIN 12/13"
POPLAR
15" GUM
13" GUM
12" CHERRY
13" GUM
13" GUM
14" GUM
12" GUM
12" GUM
TWIN 15/17"
GUM
28" GUM
48" RED OAK
STEEL PICKET
CANTILEVER SLIDE
GATE
LS-504
STEEL PICKET
DOUBLE SWING GATE
LS-504
STEEL PICKET FENCE,
TYP.
LS-504
CONCRETE CURB
AND GUTTER -
MOUNTABLE, TYP.
LS-501
CULVERT -
REFER TO CIVIL
DRAWINGS
STEEL PICKET
FENCE, TYP.
LS-504
STEEL PICKET
DOUBLE SWING
GATE
LS-504
6' HT. CHAIN LINK
FENCE
LS-506
FLORAL
STATION
LS-516
BITUMINOUS
PAVING, TYP.
LS-501
6' HT. CHAIN LINK
FENCE
LS-506
STEEL PICKET FENCE,
TYP.
LS-504
CONCRETE PAVEMENT
(HEAVY DUTY)
LS-501
8' HT. CHAIN LINK FENCE
WITH SLATS, TYP.
LS-506
CONCRETE CURB
AND GUTTER -
VALLEY
LS-501
CONCRETE CURB AND
GUTTER - VALLEY
LS-501
CONCRETE PAVEMENT
(HEAVY DUTY)
LS-501
PUBLIC RESTROOM BUILDING
- REFER TO ARCH PLANS
SECTION 50
(516) IN-GROUND CREMAINS
(4X4 PLOTS)
LS-502
CEMETERY
ENTRANCE
MATERIAL & VEHICLE
STORAGE BUILDING
- REFER TO ARCH PLANS
ROW LINE
CONCRETE FLUSH
CURB, TYP.
LS-501
STEEL PICKET
SINGLE SWING GATE
LS-504
STEEL PICKET
FENCE, TYP.
LS-504
STEEL PICKET
DOUBLE SWING GATE
LS-504
STEEL PICKET
DOUBLE SWING GATE
LS-504
STEEL PICKET
DOUBLE SWING GATE
LS-504
FLAGPOLE SLEEVE, TYP.2
LS-518
ELECTRIC SUB PANEL - REFER
TO ELECTRICAL PLANS
IRRIGATION CONTROLLER -
REFER TO IRRIGATION PLANS
IRRIGATION BACKFLOW
PREVENTER - REFER TO SITE
UTILITY PLANS
CONCRETE PAVEMENT
(STANDARD DUTY)
LS-501
20' SANITARY SEWER
EASEMENT:
SALISBURY-ROWAN
UTILITIES
50' PIPELINE
EASEMENT:
PLANTATION
PIPELINE
EX. WATER LINE
PROPOSED 30' WATER LINE EASEMENT
SIGN UPLIGHT
(TYP.) - REFER
TO ELECTRICAL
SITE PLAN
CHAIN LINK CANTILEVER
SLIDE GATE (MANUAL)
LS-506
CONCRETE
CURB AND
GUTTER -
VALLEY
LS-501
CURB
TRANSITION
LS-501
GATE OPERATOR
- REFER TO E-DRAWINGS
BITUMINOUS
PAVING
TRANSITION
LS-501
ENTRY KEYPAD
- REFER TO ELECTRICAL
PLANS
EXISTING CULVERT CURB
TRANSITION
LS-501
CURB
TRANSITION
LS-501
CURB
TRANSITION
LS-501
CONCRETE CURB AND
GUTTER - MOUNTABLE, TYP.
LS-501
GRAVESITE LAYOUT
MARKER (TYP.)
LS-507
SECURITY CAMERA ON
POLE
- REFER TO SITE
ELECTRICAL PLANS
CONCRETE PAVEMENT
(HEAVY DUTY)
LS-501
ACCESSIBLE
PARKING STRIPING
LS-518
CHAIN LINK DOUBLE
SWING GATE
LS-506
SDP-1 - REFER TO LS-601
REG-1
- REFER TO LS-601
SDP-3
- REFER TO LS-601
INF-LG-1
- REFER TO LS-601
PPC-1A - REFER TO LS-601
REG-2
- REFER TO LS-601
SDP-2
- REFER
TO LS-601
SDP-4 - REFER TO LS-601
INF-MED-1 - REFER TO LS-601
VOM-1 - REFER TO LS-601
PPB-1 - REFER TO LS-601
REG-T-1 - REFER TO LS-601
4" WHITE LINE STRIPING
SECTION
MARKER
(50)
LS-704
SECTION MARKER
(50)
LS-704
PPC-1B - REFER TO LS-601
4" WHITE LINE
STRIPING (TYP.)
LS-505CULVERT - WEST
ELEVATION
LS-505
CULVERT - EAST
ELEVATION
WATER BACKFLOW PREVENTER -
REFER TO SITE UTILITY PLANS
STORM INLET (TYP.)
REFER TO CIVIL
DRAWINGS
STORM INLET (TYP.)
- REFER TO CIVIL
DRAWINGS
REFER TO ARCH PLANS FOR
CONCRETE SLAB INSIDE
BUILDING; SIM. TO 2/LS-501
CURB TRANSITION
(TYP. AT ALL INLETS,
BOTH SIDES)
LS-501
SECTION 50
BOLLARD, TYP. - REFER TO
ARCHITECTURAL DRAWINGS
REFER TO ARCH PLANS FOR
CONCRETE PAVING AT
BUILDING; SIM. TO 3/LS-501
REFER TO ARCH PLANS FOR
CONCRETE PAVING AT
BUILDING; SIM. TO 3/LS-501
BITUMINOUS
PAVING, TYP.
LS-501
COORDINATE WORK
IN EASEMENT WITH
PLANTATION PIPELINE
COORDINATE WORK
IN EASEMENT WITH
PLANTATION PIPELINE
TELECOM PEDESTAL REFER TO
SITE UTILITY PLANS
ELECTRIC DISCONNECT SWITCH -
REFER TO SITE UTILITY PLANS
MANHOLE (TYP.) -
REFER TO CIVIL
DRAWINGS
STORM INLET, TYP. -
REFER TO CIVIL DRAWINGS
CLEANOUT (TYP.) -
REFER TO CIVIL DRAWINGS
6' C H
AIN
LIN
K FEN
C
E
6' C
H
AI
N L
IN
K
FE
N
C E
2 STORY
BRICK
BUILDING
SPLIT LEVEL
BRICK
BUILDING
2 STORY
BRICK
BUILDING
2 STORY
BRICK
BUILDING
2 STORYBRICKBUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORYMULTI-FAMILYBRICKBUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORYMULTI-FAMILYBRICKBUILDING
PAVER DRIVE
6' C
H
AI
N L
IN
K
FE
N
C E
SHED
SHED
SHED
SHED
SH
ED
SHED
SHED
SHED
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD…
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