S02_Attachment - 876CM3025 Salisbury NC Annex II BID SET DRAWINGS-Bk05.pdf
PDF 17 MB Posted
- Attached to
- Salisbury National Cemetery Public Restroom Renovation and Columbarium Cemetery Expansion
- Solicitation number
- 36C78625R0014
About this file
These are engineering drawings showing grading and planting plans for the Salisbury National Cemetery Annex II project located at S. McCoy Rd. and Old Wilkesboro Rd. in Salisbury, NC. The drawings include detailed site plans depicting building locations, contour elevations, drainage elements, easements, flood hazard zones, and proposed landscaping.
The plans show extensive landscaping requirements including various tree species like River Birch, American Yellowwood, Southern Magnolia, Black Gum, and Red Cedar, with specific callouts for sizes and planting methods. The grading plans indicate finish grade elevations, slopes, swales, and drainage patterns, with notes about maintaining positive drainage and ADA accessibility requirements (maximum 8.3% for ramps, 4.9% for walks). Key infrastructure elements shown include a 50' Plantation Pipeline easement, 30' sanitary sewer easements, and a 141' Duke Power easement. The drawings were prepared by Architura Corporation and include survey information from KCI Associates of North Carolina based on aerial surveys from March 2023 and field work from April 2023.
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2 STORY
BRICK
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BRICK
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PAVER DRIVE
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0.2% ANNUAL CHANCE
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1% ANNUAL CHANCE
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30' SANITARYSEWER EASEMENT
30' SANITARY
SEWER EASEMENT
' S
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20' SANITARY
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' S
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50' PU
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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
671 670
672 671 670
672 671
675 676
677 680
688689
694 693
679678
667 666 68
670675
679 678
671676
674 673
HP
674.90
2%
678679
66566
680679
671 670 669 668
681 682
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2 STORY
BRICK
BUILDING
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BRICK
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2 STORY
BRICK
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2 STORY
BRICK
BUILDING
2 STORYBRICKBUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORYMULTI-FAMILYBRICKBUILDING
2 STORY
MULTI-FAMILY
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BUILDING
2 STORY
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2 STORYMULTI-FAMILYBRICKBUILDING
PAVER DRIVE
6' C
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ZONE AE
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ZONE AE
ZONE AE
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ZONE AE
ZONE AE
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1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
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1% ANNUAL CHANCE
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MATCHLINE SHEET 13
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30' SANITARY
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30' SANITARY
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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
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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°
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3" W
0.
S1 1°
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S0 1°
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S0 7°
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S0 4°
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S1 3°
'0
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2.
S0 6°
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4" W
1.
S2 6°
'43
"W
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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:
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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
LG-101
Salisbury National Cemetery Annex II
2024-07-26 AW
GRADING 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. NOTIFY UTILITY LOCATOR SERVICE AT LEAST 3 WORKING DAYS
PRIOR TO ANY DIGGING OR EXCAVATION.
2. VERIFY FIELD STAKE-OUT AND GRADES WITH COR PRIOR TO
CONSTRUCTION.
3. PROVIDE POSITIVE DRAINAGE IN EXISTING AND PROPOSED
PAVED AND PLANTED AREAS DURING EACH PHASE OF
CONSTRUCTION, AND FOR FINISHED GRADES. AVOID FORMING
FALSE GUTTERS AND/OR PONDING. REMOVE AND
RECONSTRUCT PAVEMENT DICTATED BY FIELD CONDITIONS TO
PROVIDE POSITIVE DRAINAGE AT TIE-IN POINTS. ADJUST CATCH
BASINS AND INLET TOPS TO PROVIDE POSITIVE DRAINAGE FROM
ADJACENT PAVED AREAS.
4. ELIMINATE RUTS, DEPRESSIONS, AND REPAIR ERODED AREAS
UPON FINAL GRADING.
5. CONSTRUCT SLOPES TO A MAXIMUM 3H:1V UNLESS OTHERWISE
INDICATED.
6. SLOPE GRADE AWAY FROM BUILDINGS, WALKS, AND EDGES OF
PARKING AREAS A MINIMUM 2%, UNLESS OTHERWISE NOTED.
7. FOR ADA ACCESSIBILITY; CONSTRUCT TO A MAXIMUM RAMPS
8.3%; CONSTRUCT WALKS TO A MAXIMUM 4.9%; CONSTRUCT
ACCESSIBLE PARKING SPACES TO A MAXIMUM 2% (BOTH
DIRECTIONS).
8. VERIFY SUBGRADE WITH OWNER'S REPRESENTATIVE PRIOR TO
PAVING.
9. SPOTS AND CONTOURS ARE SHOWN AT FINISH GRADE
ELEVATIONS. REFER TO CONSTRUCTION DETAILS FOR
PAVEMENT THICKNESS.
10. ADJUST TOP ELEVATIONS OF EXISTING (SURFACE) GAS VALVES,
WATER VALVES, BOXES, VAULTS, AND OTHER ELEMENTS TO
REMAIN, TO MEET PROPOSED GRADES FLUSH.
GRADING NOTES
PROPOSED
CONTOUR
SPOT ELEVATION
%2SLOPE
EXISTING
CATCH BASIN/STORM INLET
458.35
LEGEND
CENTERLINE OF SWALE
CLEANOUT
MANHOLE
FINISH GRADE
BOTTOM OF CRYPT -
REFER TO LS-507
SUBGRADE OF CRYPT -
REFER TO LS-507
FG
BG
SG
TOP OF INLET ELEV. TI
876CM3025
KEY PLAN NOT TO SCALE
NORTH
AREA A AREA B
AREA C
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
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(N C
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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
671 670
672 671 670
672 671
4.3
677 680
679678
667 666 68
FFE
677.65
2.
1.
0% 1.
HP
674.90
2%
5.6%
3.1%
2.5%
2%
66566
3.3
%2
EXISTING DRAINAGE
DITCH
PROTECT EXISTING
TREE TO REMAIN
PROTECT
EXISTING TREE
TO REMAIN
PROTECT
EXISTING TREE
TO REMAIN
PROTECT EXISTING
TREES TO REMAIN (TYP.)
PROTECT EXISTING
TREES TO REMAIN
(TYP.)
PROTECT
EXISTING TREE
TO REMAIN
PROTECT
EXISTING TREE
TO REMAIN
PROTECT
EXISTING TREE
TO REMAIN
HP
674.18673.74
BW/TC
674.29
677.53
TI 676.00
674.53 INT.
673.22 INT.
674.29
BW/TC
670.89
672.60
672.72 BC
673.07 TC
670.74 BC
671.09 TC
675.36
675.31 BC
675.66TC
675.69 675.81
675.92
675.92 676.02
677.92
673.75
674.75
674.13
673.75
HP 675.15
673.87 BC
674.22 TC
673.79 BC
674.14 TC
674.25
674.33 674.39
674.33 674.39
674.47
679.84
TI
670.70 TI 672.10
LP 666.30
TI 674.00
668.80 BW
671.47 TW
666.32 BW
668.99 TW
666.32 BW
668.99 TW
668.80 BW
671.47 TW
675.07 BW
683.07 TW
680.07 BW
683.07 TW
HP
670.90
673.80 BW
TI 666.17
TI 666.17
677.00 BW
683.07 TW
667.79 BW
670.46 TW
675.07 BW
683.07 TW
674.75 BW
683.07 TW
674.75 BW
683.07 TW
672.36
680.64
680.64
HP 674.50
677.53
677.43 %2
%2
677.97 BC
678.32 TC
678.09 677.51
677.37
677.34
677.39
677.51
TI 674.04
TI 674.04
TI 679.36
TI 679.36
677.23
677.43
677.88 677.58
677.93
678.19
677.98% 2.3
677.96
677.58
HP
677.10
673.98 BC
674.33 TC
674.00
673.72
673.78 BC
674.13 TC
674.62 674.51
%1 % 1.
668.32 BW
670.99 TW
668.32 BW
670.99 TW
666.90 BW
669.57 TW
666.60 BW
669.27 TW
667.79 BW
670.46 TW
666.90 BW
669.57 TW
666.60 BW
669.27 TW
674.37
2.8%
681 682
DO NOT BLOCK WATER
FLOW THROUGH EXISTING
DRAINAGE DITCH
COORDINATE WORK
IN EASEMENT WITH
PLANTATION
PIPELINE
COORDINATE WORK
IN EASEMENT WITH
PLANTATION PIPELINE
TI 673.66
6' C H
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2 STORYBRICKBUILDING
2 STORY
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2 STORYMULTI-FAMILYBRICKBUILDING
2 STORY
MULTI-FAMILY
BRICK
BUILDING
2 STORY
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2 STORYMULTI-FAMILYBRICKBUILDING
PAVER DRIVE
6' C
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SHED
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SHED
SHED
SH
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SHED
SHED
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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
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FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
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FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
MATCHLINE SHEET 13
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30' SANITARY
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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
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(N C
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#2172)
50' PU
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SO
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(N C
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50' PU
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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
LG-102
Salisbury National Cemetery Annex II
2024-07-26 AW
GRADING 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. NOTIFY UTILITY LOCATOR SERVICE AT LEAST 3 WORKING DAYS
PRIOR TO ANY DIGGING OR EXCAVATION.
2. VERIFY FIELD STAKE-OUT AND GRADES WITH COR PRIOR TO
CONSTRUCTION.
3. PROVIDE POSITIVE DRAINAGE IN EXISTING AND PROPOSED
PAVED AND PLANTED AREAS DURING EACH PHASE OF
CONSTRUCTION, AND FOR FINISHED GRADES. AVOID FORMING
FALSE GUTTERS AND/OR PONDING. REMOVE AND
RECONSTRUCT PAVEMENT DICTATED BY FIELD CONDITIONS TO
PROVIDE POSITIVE DRAINAGE AT TIE-IN POINTS. ADJUST CATCH
BASINS AND INLET TOPS TO PROVIDE POSITIVE DRAINAGE FROM
ADJACENT PAVED AREAS.
4. ELIMINATE RUTS, DEPRESSIONS, AND REPAIR ERODED AREAS
UPON FINAL GRADING.
5. CONSTRUCT SLOPES TO A MAXIMUM 3H:1V UNLESS OTHERWISE
INDICATED.
6. SLOPE GRADE AWAY FROM BUILDINGS, WALKS, AND EDGES OF
PARKING AREAS A MINIMUM 2%, UNLESS OTHERWISE NOTED.
7. FOR ADA ACCESSIBILITY; CONSTRUCT TO A MAXIMUM RAMPS
8.3%; CONSTRUCT WALKS TO A MAXIMUM 4.9%; CONSTRUCT
ACCESSIBLE PARKING SPACES TO A MAXIMUM 2% (BOTH
DIRECTIONS).
8. VERIFY SUBGRADE WITH OWNER'S REPRESENTATIVE PRIOR TO
PAVING.
9. SPOTS AND CONTOURS ARE SHOWN AT FINISH GRADE
ELEVATIONS. REFER TO CONSTRUCTION DETAILS FOR
PAVEMENT THICKNESS.
10. ADJUST TOP ELEVATIONS OF EXISTING (SURFACE) GAS VALVES,
WATER VALVES, BOXES, VAULTS, AND OTHER ELEMENTS TO
REMAIN, TO MEET PROPOSED GRADES FLUSH.
GRADING NOTES
PROPOSED
CONTOUR
SPOT ELEVATION
%2SLOPE
EXISTING
CATCH BASIN/STORM INLET
458.35
LEGEND
CENTERLINE OF SWALE
CLEANOUT
MANHOLE
FINISH GRADE
BOTTOM OF CRYPT -
REFER TO LS-507
SUBGRADE OF CRYPT -
REFER TO LS-507
FG
BG
SG
TOP OF INLET ELEV. TI
876CM3025
KEY PLAN NOT TO SCALE
NORTH
M
AT
C H
LI
N
E
LG
-1
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
48" RED OAK
%6.3
5.
685 683
688689
694 693
679 678
3H:1V
3H :1V
%2
%2
1.9
678679
3.7
3.7
5.5
81.19 FG
74.52 BC
73.52 SG
81.19 FG
74.52 BC
73.52 SG
81.69 FG
75.02 BC
74.02 SG
81.69 FG
75.02 BC
74.02 SG
82.20 FG
75.53 BC
74.53 SG
82.20 FG
75.53 BC
74.53 SG
82.70 FG
76.03 BC
75.03 SG
82.70 FG
76.03 BC
75.03 SG
83.21 FG
76.54 BC
75.54 SG
83.21 FG
76.54 BC
75.54 SG
83.71 FG
77.04 BC
76.04 SG
83.71 FG
77.04 BC
76.04 SG
84.21 FG
77.54 BC
76.54 SG
84.21 FG
77.54 BC
76.54 SG
84.72 FG
78.05 BC
77.05 SG
85.22 FG
78.55 BC
77.55 SG
85.73 FG
79.06 BC
78.06 SG
86.23 FG
79.56 BC
78.56 SG
86.73 FG
80.06 BC
79.06 SG
87.24 FG
80.57 BC
79.57 SG
87.74 FG
81.07 BC
80.07 SG
88.25 FG
81.58 BC
80.58 SG
88.75 FG
82.08 BC
81.08 SG
89.25 FG
82.58 BC
81.58 SG
89.76 FG
83.09 BC
82.09 SG
90.26 FG
83.59 BC
82.59 SG
90.77 FG
84.10 BC
83.10 SG
92.78 FG
86.11 BC
85.11 SG
92.28 FG
85.61 BC
84.61 SG
91.77 FG
85.10 BC
84.10 SG
91.27 FG
84.60 BC
83.60 SG
92.78 FG
86.11 BC
85.11 SG
92.28 FG
85.61 BC
84.61 SG 91.77 FG
85.10 BC
84.10 SG
91.27 FG
84.60 BC
83.60 SG
90.26 FG
83.59 BC
82.59 SG
90.77 FG
84.10 BC
83.10 SG
93.28 FG
93.28 FG
87.24 FG
80.57 BC
79.57 SG
87.74 FG
81.07 BC
80.07 SG
88.25 FG
81.58 BC
80.58 SG
88.75 FG
82.08 BC
81.08 SG
89.25 FG
82.58 BC
81.58 SG
89.76 FG
83.09 BC
82.09 SG
84.72 FG
78.05 BC
77.05 SG
85.22 FG
78.55 BC
77.55 SG
85.73 FG
79.06 BC
78.06 SG
86.23 FG
79.56 BC
78.56 SG
86.73 FG
80.06 BC
79.06 SG
90.05 FG
90.05 FG
89.61 FG
82.94 BC
82.00 SG
89.17 FG
82.50 BC
81.56 SG
88.73 FG
82.06 BC
81.12 SG
88.29 FG
81.62 BC
80.68 SG
87.85 FG
81.18 BC
80.24 SG
87.41 FG
80.74 BC
79.80 SG
86.97 FG
80.30 BC
79.36 SG
86.53 FG
79.86 BC
78.92 SG
86.09 FG
79.42 BC
78.48 SG
85.65 FG
78.98 BC
78.04 SG
85.21 FG
78.54 BC
77.60 SG
84.77 FG
78.10 BC
77.16 SG
77.22 BC
76.28 SG
79.81 FG
73.14 BC
72.48 SG
72.82 BC
72.16 SG79.65 FG
72.98 BC
72.32 SG
79.97 FG
73.30 BC
72.36 SG
81.69 FG
75.02 BC
74.08 SG
81.25 FG
74.58 BC
73.64 SG
80.81 FG
74.14 BC
73.20 SG
80.37 FG
73.70 BC
72.76 SG
84.33 FG
77.66 BC
76.72 SG
83.89 FG
77.22 BC
76.28 SG
83.45 FG
76.78 BC
75.84 SG
83.01 FG
76.34 BC
75.40 SG
82.57 FG
75.90 BC
74.96 SG
82.13 FG
75.46 BC
74.52 SG
85.65 FG
78.98 BC
78.04 SG
85.21 FG
78.54 BC
77.60 SG
84.77 FG
78.10 BC
77.16 SG
87.41 FG
80.74 BC
79.80 SG
86.97 FG
80.30 BC
79.36 SG
86.53 FG
79.86 BC
78.92 SG
86.09 FG
79.42 BC
78.48 SG
89.61 FG
82.94 BC
82.00 SG
89.17 FG
82.50 BC
81.56 SG
88.73 FG
82.06 BC
81.12 SG
88.29 FG
81.62 BC
80.68 SG
87.85 FG
81.18 BC
80.24 SG
%2
698.00
HP 697.06
HP 680.58
678.50
679.08
688.88
695.90 BC
696.25 TC
695.73 BC
696.08 TC
696.25 696.08
696.55
696.51 BC
696.86 TC
696.53
696.82
696.48 BC
696.83TC
696.96 BW
696.77
697.22
696.69
80.09 BC
80.44 TC
79.97 BC
80.32 TC
680.33
680.53
680.44
680.34 BC
680.69 TC
677.95
677.92 BC
678.27 TC
680.55 680.67
679.08
678.27 678.50
696.71 696.63
696.85 BW
696.85 BW
696.75
697.20
TI
690.19
TI
690.19
TI
685.62
TI 685.62
TI 680.28
LP 680.02
TI 679.90
TI 679.90
678.98
678.98
678.60
678.60
672670
675676
673673
667668669671
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
REGIS
TE
RE
D LANDSCAPE ARCH
ITECT
N O
R T H C A R O LI N A
KA RA ROGGE NKAMP
2355X X
LG-103
Salisbury National Cemetery Annex II
2024-07-26 AW
GRADING 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. NOTIFY UTILITY LOCATOR SERVICE AT LEAST 3 WORKING DAYS
PRIOR TO ANY DIGGING OR EXCAVATION.
2. VERIFY FIELD STAKE-OUT AND GRADES WITH COR PRIOR TO
CONSTRUCTION.
3. PROVIDE POSITIVE DRAINAGE IN EXISTING AND PROPOSED
PAVED AND PLANTED AREAS DURING EACH PHASE OF
CONSTRUCTION, AND FOR FINISHED GRADES. AVOID FORMING
FALSE GUTTERS AND/OR PONDING. REMOVE AND
RECONSTRUCT PAVEMENT DICTATED BY FIELD CONDITIONS TO
PROVIDE POSITIVE DRAINAGE AT TIE-IN POINTS. ADJUST CATCH
BASINS AND INLET TOPS TO PROVIDE POSITIVE DRAINAGE FROM
ADJACENT PAVED AREAS.
4. ELIMINATE RUTS, DEPRESSIONS, AND REPAIR ERODED AREAS
UPON FINAL GRADING.
5. CONSTRUCT SLOPES TO A MAXIMUM 3H:1V UNLESS OTHERWISE
INDICATED.
6. SLOPE GRADE AWAY FROM BUILDINGS, WALKS, AND EDGES OF
PARKING AREAS A MINIMUM 2%, UNLESS OTHERWISE NOTED.
7. FOR ADA ACCESSIBILITY; CONSTRUCT TO A MAXIMUM RAMPS
8.3%; CONSTRUCT WALKS TO A MAXIMUM 4.9%; CONSTRUCT
ACCESSIBLE PARKING SPACES TO A MAXIMUM 2% (BOTH
DIRECTIONS).
8. VERIFY SUBGRADE WITH OWNER'S REPRESENTATIVE PRIOR TO
PAVING.
9. SPOTS AND CONTOURS ARE SHOWN AT FINISH GRADE
ELEVATIONS. REFER TO CONSTRUCTION DETAILS FOR
PAVEMENT THICKNESS.
10. ADJUST TOP ELEVATIONS OF EXISTING (SURFACE) GAS VALVES,
WATER VALVES, BOXES, VAULTS, AND OTHER ELEMENTS TO
REMAIN, TO MEET PROPOSED GRADES FLUSH.
GRADING NOTES
PROPOSED
CONTOUR
SPOT ELEVATION
%2SLOPE
EXISTING
CATCH BASIN/STORM INLET
458.35
LEGEND
CENTERLINE OF SWALE
CLEANOUT
MANHOLE
FINISH GRADE
BOTTOM OF CRYPT -
REFER TO LS-507
SUBGRADE OF CRYPT -
REFER TO LS-507
FG
BG
SG
TOP OF INLET ELEV. TI
876CM3025
KEY PLAN NOT TO SCALE
NORTH
M
AT
C H
LI
N
E
LG
-1
MATCHLINE LG-104
FO MARKER
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.
%1
%1
670675
%2
671676
674 673
3H:1V
680679
671 670 669 668
84.33 FG
77.66 BC
76.72 SG 83.89 FG
77.22 BC
83.45 FG
76.78 BC
75.84 SG 83.01 FG
76.34 BC
75.40 SG
82.57 FG
75.90 BC
74.96 SG
82.13 FG
75.46 BC
74.52 SG
81.69 FG
75.02 BC
74.08 SG 81.25 FG
74.58 BC
73.64 SG
80.81 FG
74.14 BC
73.20 SG 80.37 FG
73.70 BC
72.76 SG
79.97 FG
73.30 BC
72.36 SG
79.81 FG
73.14 BC
72.48 SG
79.01 FG
72.34 BC
71.68 SG
79.33 FG
72.66 BC
72.00 SG
79.17 FG
72.50 BC
71.84 SG
79.49 FG
72.82 BC
72.16 SG
79.65 FG
72.98 BC
72.32 SG
79.01 FG
72.34 BC
71.68 SG
79.33 FG
72.66 BC
72.00 SG
79.17 FG
72.50 BC
71.84 SG
79.49 FG
72.82 BC
72.16 SG79.65 FG
%1
CONTRACT OPTION 1
- FOR BASE BID, SLOPE
FUTURE PLAZA AREA
AT 2% IN LIEU OF 1%
- REFER TO LS-104 AND
PLANTING PLAN
LP 678.01
678.17
HP 678.41
678.27 678.43
LP 678.01 678.17
677.07
677.07
677.00
678.17
78.14 BC
78.49 TC
78.10 BC
78.45 TC678.61
678.57
677.95
677.82
677.81 BC
678.16 TC
677.84
677.82 BC
678.17 TC
678.51
BW
678.51
BW
678.51
BW
678.51
BW
678.51
BW 678.51 BW678.43
678.43
678.45
678.44 BW
678.25 BW
678.45
678.44 BW
678.25 BW
677.96
BW
677.69
BW
677.14
BW
677.96 BW
677.96
BW
677.96
BW
677.96
BW
677.96 BW
677.69
BW
677.69
BW
677.69
BW
677.69
BW
677.69
BW
677.14
BW
677.14
BW
677.14
BW
677.14
BW
677.14
BW
677.45
677.38
677.45
677.38
677.76 677.89
677.76 677.89
677.76
677.89
678.33
678.33
678.21
678.21
678.27
678.20
678.27
678.20
678.24
TI 677.89
TI 677.89
TI 677.89
TI 677.89
TI 681.99
TI 681.99
5.
1.2
1.3
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
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IP
E LI
NE
COMPANY E
ASEMENT
' P
LA
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PI
PE
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IN
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CO
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PA
NY
E
AS
EM
EN
T
' P
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IP
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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
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
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9:
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B
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A
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL/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
LG-104
Salisbury National Cemetery Annex II
2024-07-26 AW
GRADING 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. NOTIFY UTILITY LOCATOR SERVICE AT LEAST 3 WORKING DAYS
PRIOR TO ANY DIGGING OR EXCAVATION.
2. VERIFY FIELD STAKE-OUT AND GRADES WITH COR PRIOR TO
CONSTRUCTION.
3. PROVIDE POSITIVE DRAINAGE IN EXISTING AND PROPOSED
PAVED AND PLANTED AREAS DURING EACH PHASE OF
CONSTRUCTION, AND FOR FINISHED GRADES. AVOID FORMING
FALSE GUTTERS AND/OR PONDING. REMOVE AND
RECONSTRUCT PAVEMENT DICTATED BY FIELD CONDITIONS TO
PROVIDE POSITIVE DRAINAGE AT TIE-IN POINTS. ADJUST CATCH
BASINS AND INLET TOPS TO PROVIDE POSITIVE DRAINAGE FROM
ADJACENT PAVED AREAS.
4. ELIMINATE RUTS, DEPRESSIONS, AND REPAIR ERODED AREAS
UPON FINAL GRADING.
5. CONSTRUCT SLOPES TO A MAXIMUM 3H:1V UNLESS OTHERWISE
INDICATED.
6. SLOPE GRADE AWAY FROM BUILDINGS, WALKS, AND EDGES OF
PARKING AREAS A MINIMUM 2%, UNLESS OTHERWISE NOTED.
7. FOR ADA ACCESSIBILITY; CONSTRUCT TO A MAXIMUM RAMPS
8.3%; CONSTRUCT WALKS TO A MAXIMUM 4.9%; CONSTRUCT
ACCESSIBLE PARKING SPACES TO A MAXIMUM 2% (BOTH
DIRECTIONS).
8. VERIFY SUBGRADE WITH OWNER'S REPRESENTATIVE PRIOR TO
PAVING.
9. SPOTS AND CONTOURS ARE SHOWN AT FINISH GRADE
ELEVATIONS. REFER TO CONSTRUCTION DETAILS FOR
PAVEMENT THICKNESS.
10. ADJUST TOP ELEVATIONS OF EXISTING (SURFACE) GAS VALVES,
WATER VALVES, BOXES, VAULTS, AND OTHER ELEMENTS TO
REMAIN, TO MEET PROPOSED GRADES FLUSH.
GRADING NOTES
PROPOSED
CONTOUR
SPOT ELEVATION
%2SLOPE
EXISTING
CATCH BASIN/STORM INLET
458.35
LEGEND
CENTERLINE OF SWALE
CLEANOUT
MANHOLE
FINISH GRADE
BOTTOM OF CRYPT -
REFER TO LS-507
SUBGRADE OF CRYPT -
REFER TO LS-507
FG
BG
SG
TOP OF INLET ELEV. TI
876CM3025
KEY PLAN NOT TO SCALE
NORTHMATCHLINE LG-103
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
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PI
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CO
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PA
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EN
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P
IP
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LI
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C O
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PA
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EA
SE
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PI
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CO
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PA
NY
E
AS
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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
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
' P
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L
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CO
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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
LP-101
Salisbury National Cemetery Annex II
2024-07-26 AW
PLANTING 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
PLANTING NOTES
1. COMPLY WITH THE STANDARDS OF THE AMERICAN
ASSOCIATION OF NURSERYMEN "AMERICAN STANDARDS FOR
NURSERY STOCK" FOR PLANT MATERIAL SPECIFICATIONS.
2. EXCAVATE PLANT PITS TO DEPTH AND DIMENSION SHOWN ON
THE DETAILS, AND PREPARE PLANTING BEDS AND LAWN AREAS
AS SPECIFIED.
3. OBTAIN PLANTS FIELD GROWN IN LOCAL NURSERIES, OR IN
CLIMATES (HARDINESS ZONE) SIMILAR TO THE PROJECT SITE'S
LOCATION. NO PLANTS GROWN OR OBTAINED IN AREAS
OUTSIDE THIS HARDINESS ZONE ARE ACCEPTABLE.
4. PERFORM SOILS TESTS (FOR EXISTING AND IMPORTED TOPSOIL)
AND APPLY SOIL AMENDMENTS TO PLANTING BEDS AND LAWN
AREAS PER RESULTS OF SOILS TEST AND AS SPECIFIED.
PROVIDE COPY OF SOILS TEST REPORT TO TO OWNER'S
REPRESENTATIVE PRIOR TO PLANTING OPERATIONS.
5. COORDINATE LANDSCAPING WITH EXISTING AND PROPOSED
UTILITY LOCATIONS. DETERMINE LOCATION OF
UNDERGROUND/OVERHEAD UTILITIES OR OTHER FEATURES TO
REMAIN DO NOT INTERFERE. CONTACT OWNER'S
REPRESENTATIVE FOR ALTERNATE LOCATIONS.
6. SHOULD A DISCREPANCY EXIST BETWEEN THE PLANT
SCHEDULES AND PLANTING PLAN, THE FOLLOWING GOVERNS:
6.1. NUMBER OF PLANT MATERIAL--PLANTING PLAN GOVERNS
6.2. SIZE OF PLANTS--LARGEST SIZE GOVERNS
6.3. TYPE OF PLANT MATERIAL--AS DIRECTED BY OWNER'S
REPRESENTATIVE.
7. PROVIDE TREE STAKING PER THE DETAILS AND
SPECIFICATIONS. PROVIDE WATERING BAGS AND DEER
PROTECTION FOR ALL TREES.
8. MAKE NO PLANT SUBSTITUTIONS WITHOUT PRIOR APPROVAL BY
THE OWNER'S REPRESENTATIVE.
9. UNLESS OTHERWISE INDICATED, ALL DISTURBED AREAS SHALL
BE REPAIRED WITH SOD, NOT SEED.
10.PROVIDE MULCH RING AROUND INDIVIDUAL TREES. PROVIDE
CONTINUOUS MULCH IN PLANTING BEDS CONTAINING TREES
AND WOODY SHRUBS AND UNDER BUILDING OVERHANGS OR
OTHER AREAS WHERE VEGETATION WILL NOT THRIVE.
876CM3025
KEY PLAN NOT TO SCALE
NORTH
DECIDUOUS SHADE TREE
EVERGREEN TREE
SEEDED / NON IRRIGATED LAWN
- WITH EROSION CONTROL BLANKET
FOR ALL SLOPES 3H:1V OR STEEPER
PLANTING LEGEND
SODDED / IRRIGATED LAWN
FLOWERING TREE
EXISTING WOODLINE
NATIVE SEED MIX
- WITH EROSION CONTROL BLANKET
FOR ALL SLOPES 3H:1V OR STEEPER
AREA A AREA B
AREA C
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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SO
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(N C
SR
#2172)
50' PU
BLIC
R /W
SO
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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
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
(4) Platanus x acerifolia `Bloodgood`
(3) Quercus phellos
(2) Cladrastis kentukea
(2) Liriodendron tulipifera
(5) Magnolia grandiflora
(3) Nyssa sylvatica
(1) Liriodendron tulipifera
(3) Betula nigra `Duraheat`
(3) Quercus laurifolia
(1) Quercus phellos
(4) Betula nigra `Duraheat`
(3) Cladrastis kentukea
(6) Ilex opaca
(3) Juniperus virginiana 'Burkii'
(4) Pinus taeda
(1) Pinus taeda
(13) Thuja plicata `Green Giant`
(3) Magnolia grandiflora
(2) Quercus laurifolia
(6) Nyssa sylvatica
(3) Magnolia grandifloraREFER TO CIVIL DRAWINGS
FOR RIPRAP AT CULVERT
SIDE SLOPES (TYP.)
(6) Ilex vomitoria 'Nana'
(6) Ilex vomitoria 'Nana'
(6) Ilex vomitoria 'Nana'
(6) Ilex vomitoria 'Nana'
(4) Platanus x acerifolia `Bloodgood`
(3) Quercus phellos
(2) Cladrastis kentukea
(2) Liriodendron tulipifera
(5) Magnolia grandiflora
(3) Nyssa sylvatica
(1) Liriodendron tulipifera
(3) Betula nigra `Duraheat`
(3) Quercus laurifolia
(1) Quercus phellos
(4) Betula nigra `Duraheat`
(3) Cladrastis kentukea
(6) Ilex opaca
(3) Juniperus virginiana 'Burkii'
(4) Pinus taeda
(1) Pinus taeda
(13) Thuja plicata `Green Giant`
(3) Magnolia grandiflora
(2) Quercus laurifolia
(6) Nyssa sylvatica
(3) Magnolia grandifloraREFER TO CIVIL DRAWINGS
FOR RIPRAP AT CULVERT
SIDE SLOPES (TYP.)
(6) Ilex vomitoria 'Nana'
(6) Ilex vomitoria 'Nana'
(6) Ilex vomitoria 'Nana'
(6) Ilex vomitoria 'Nana'
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
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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
TH
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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
BOTANICAL /
COMMON NAME CONT SIZE REMARKS
TREES
11 Betula nigra `Duraheat`
Duraheat River Birch B & B 3" cal. Single-stem
8 Cladrastis kentukea American Yellowwood
B & B 2" cal.
6 Ilex opaca American Holly
B & B 8` ht.
3 Juniperus virginiana 'Burkii' Burkii Red Cedar
B & B 8` ht.
4 Lagerstroemia x 'Osage' Osage Crape Myrtle
B&B 6` ht.
16 Liriodendron tulipifera Tulip Tree
B & B 2" cal.
5 Magnolia acuminata Cucumbertree Magnolia
B & B 2.5"cal
14 Magnolia grandiflora Southern Magnolia
B & B 8` ht.
3 Magnolia grandiflora 'Teddy Bear' Teddy Bear Southern Magnolia
B & B 5` ht.
5 Magnolia virginiana `Henry Hicks` 'Henry Hicks' Sweetbay Magnolia
B & B 8` ht.
19 Nyssa sylvatica Black Gum
B & B 2" cal.
7 Pinus taeda Loblolly Pine
B & B 8` ht.
4 Platanus x acerifolia `Bloodgood` Bloodgood Planetree
B & B 3" cal.
11 Quercus laurifolia Laurel Oak
B & B 3" cal.
13 Quercus phellos Willow Oak
B & B 3" cal.
13 Thuja plicata `Green Giant` Western Red Cedar
B & B 8` ht.
4 Lagerstroemia x 'Osage' Osage Crape Myrtle
B&B 6` ht. Contract Option #1
2 Nyssa sylvatica Black Gum
B & B 2" cal. Contract Option #1
SHRUBS
24 Ilex vomitoria 'Nana'
Dwarf Yaupon Holly B&B /
CONT
24"ht.
PLANT LIST
BOTANICAL /
COMMON NAME CONT SIZE REMARKS
TREES
11 Betula nigra `Duraheat`
Duraheat River Birch B & B 3" cal. Single-stem
8 Cladrastis kentukea American Yellowwood
B & B 2" cal.
6 Ilex opaca American Holly
B & B 8` ht.
3 Juniperus virginiana 'Burkii' Burkii Red Cedar
B & B 8` ht.
4 Lagerstroemia x 'Osage' Osage Crape Myrtle
B&B 6` ht.
16 Liriodendron tulipifera Tulip Tree
B & B 2" cal.
5 Magnolia acuminata Cucumbertree Magnolia
B & B 2.5"cal
14 Magnolia grandiflora Southern Magnolia
B & B 8` ht.
3 Magnolia grandiflora 'Teddy Bear' Teddy Bear Southern Magnolia
B & B 5` ht.
5 Magnolia virginiana `Henry Hicks` 'Henry Hicks' Sweetbay Magnolia
B & B 8` ht.
19 Nyssa sylvatica Black Gum
B & B 2" cal.
7 Pinus taeda Loblolly Pine
B & B 8` ht.
4 Platanus x acerifolia `Bloodgood` Bloodgood Planetree
B & B 3" cal.
11 Quercus laurifolia Laurel Oak
B & B 3" cal.
13 Quercus phellos Willow Oak
B & B 3" cal.
13 Thuja plicata `Green Giant` Western Red Cedar
B & B 8` ht.
4 Lagerstroemia x 'Osage' Osage Crape Myrtle
B&B 6` ht. Contract Option #1
2 Nyssa sylvatica Black Gum
B & B 2" cal. Contract Option #1
SHRUBS
24 Ilex vomitoria 'Nana'
Dwarf Yaupon Holly B&B /
CONT
24"ht.
PLANT LIST
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
LP-102
Salisbury National Cemetery Annex II
2024-07-26 AW
PLANTING 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
876CM3025
KEY PLAN NOT TO SCALE
NORTH
M
AT
C H
LI
N
E
LP
-1
DECIDUOUS SHADE TREE
EVERGREEN TREE
SEEDED / NON IRRIGATED LAWN
- WITH EROSION CONTROL BLANKET
FOR ALL SLOPES 3H:1V OR STEEPER
PLANTING LEGEND
SODDED / IRRIGATED LAWN
FLOWERING TREE
EXISTING WOODLINE
NATIVE SEED MIX
- WITH EROSION CONTROL BLANKET
FOR ALL SLOPES 3H:1V OR STEEPER
REFER TO LP-101 FOR PLANTING NOTES
PLANTING NOTES
0.2% ANNUAL CHANCE
FLOOD HAZARD
1% ANNUAL CHANCE
FLOOD HAZARD
' P
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CO
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PA
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48" RED OAK
672670
675676
673673
667668669671
(2) Magnolia acuminata
(3) Nyssa sylvatica
(3) Quercus phellos
(2) Pinus taeda
(2) Cladrastis kentukea
(3) Nyssa sylvatica
(3) Quercus laurifolia
(5) Magnolia virginiana `Henry Hicks`
(2) Quercus phellos
(8) Liriodendron tulipifera
(2) Betula nigra `Duraheat`
(2) Nyssa sylvatica
(1) Cladrastis kentukea
(2) Magnolia grandiflora 'Teddy Bear'
(2) Magnolia grandiflora
(2) Magnolia acuminata
(3) Nyssa sylvatica
(3) Quercus phellos
(2) Pinus taeda
(2) Cladrastis kentukea
(3) Nyssa sylvatica
(3) Quercus laurifolia
(5) Magnolia virginiana `Henry Hicks`
(2) Quercus phellos
(8) Liriodendron tulipifera
(2) Betula nigra `Duraheat`
(2) Nyssa sylvatica
(1) Cladrastis kentukea
(2) Magnolia grandiflora 'Teddy Bear'
(2) Magnolia grandiflora
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
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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
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O Y R
D
(N C
SR
#2172)
50' PU
BLIC
R /W
SO
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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
BOTANICAL /
COMMON NAME CONT SIZE REMARKS
TREES
11 Betula nigra `Duraheat`
Duraheat River Birch B & B 3" cal. Single-stem
8 Cladrastis kentukea American Yellowwood
B & B 2" cal.
6 Ilex opaca American Holly
B & B 8` ht.
3 Juniperus virginiana 'Burkii' Burkii Red Cedar
B & B 8` ht.
4 Lagerstroemia x 'Osage' Osage Crape Myrtle
B&B 6` ht.
16 Liriodendron tulipifera Tulip Tree
B & B 2" cal.
5 Magnolia acuminata Cucumbertree Magnolia
B & B 2.5"cal
14 Magnolia grandiflora Southern Magnolia
B & B 8` ht.
3 Magnolia grandiflora 'Teddy Bear' Teddy Bear Southern Magnolia
B & B 5` ht.
5 Magnolia virginiana `Henry Hicks` 'Henry Hicks' Sweetbay Magnolia
B & B 8` ht.
19 Nyssa sylvatica Black Gum
B & B 2" cal.
7 Pinus taeda Loblolly Pine
B & B 8` ht.
4 Platanus x acerifolia `Bloodgood` Bloodgood Planetree
B & B 3" cal.
11 Quercus laurifolia Laurel Oak
B & B 3" cal.
13 Quercus phellos Willow Oak
B & B 3" cal.
13 Thuja plicata `Green Giant` Western Red Cedar
B & B 8` ht.
4 Lagerstroemia x 'Osage' Osage Crape Myrtle
B&B 6` ht. Contract Option #1
2 Nyssa sylvatica Black Gum
B & B 2" cal. Contract Option #1
SHRUBS
24 Ilex vomitoria 'Nana'
Dwarf Yaupon Holly B&B /
CONT
24"ht.
PLANT LIST
BOTANICAL /
COMMON NAME CONT SIZE REMARKS
TREES
11 Betula nigra `Duraheat`
Duraheat River Birch B & B 3" cal. Single-stem
8 Cladrastis kentukea American Yellowwood
B & B 2" cal.
6 Ilex opaca American Holly
B & B 8` ht.
3 Juniperus virginiana 'Burkii' Burkii Red Cedar
B & B 8` ht.
4 Lagerstroemia x 'Osage' Osage Crape Myrtle
B&B 6` ht.
16 Liriodendron tulipifera Tulip Tree
B & B 2" cal.
5 Magnolia acuminata Cucumbertree Magnolia
B & B 2.5"cal
14 Magnolia grandiflora Southern Magnolia
B & B 8` ht.
3 Magnolia grandiflora 'Teddy Bear' Teddy Bear Southern Magnolia
B & B 5` ht.
5 Magnolia virginiana `Henry Hicks` 'Henry Hicks' Sweetbay Magnolia
B & B 8` ht.
19 Nyssa sylvatica Black Gum
B & B 2" cal.
7 Pinus taeda Loblolly Pine
B & B 8` ht.
4 Platanus x acerifolia `Bloodgood` Bloodgood Planetree
B & B 3" cal.
11 Quercus laurifolia Laurel Oak
B & B 3" cal.
13 Quercus phellos Willow Oak
B & B 3" cal.
13 Thuja plicata `Green Giant` Western Red Cedar
B & B 8` ht.
4 Lagerstroemia x 'Osage' Osage Crape Myrtle
B&B 6` ht. Contract Option #1
2 Nyssa sylvatica Black Gum
B & B 2" cal. Contract Option #1
SHRUBS
24 Ilex vomitoria 'Nana'
Dwarf Yaupon Holly B&B /
CONT
24"ht.
PLANT LIST
BID SET
VA FORM 08 - 6231
A
Fi le
P at h 6/
/2
:3
9:
P M
B
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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…
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