876CM3025 Salisbury NC Annex II BID SET DRAWINGS-Bk01.pdf
PDF 5 MB Posted
- Attached to
- Salisbury National Cemetery Public Restroom Renovation and Columbarium Cemetery Expansion
- Solicitation number
- 36C78625R0014
About this file
This file contains construction drawings and plans for the Salisbury National Cemetery Annex II project, primarily showing existing conditions, survey information, boring plans, and site layouts. The drawings detail a 30.26-acre site that will include new columbarium walls (3,000 niches), pre-placed crypts (2,937), in-ground cremains (1,681), and a memorial wall (200 spaces). Key construction elements include a public restroom building, material & vehicle storage building, committal shelter, and associated site improvements like roads, fencing, and utilities.
The drawings show multiple easements crossing the property including a 50' Plantation Pipe Line Company easement, 30' sanitary sewer easement, and 141' Duke Power easement. The site contains various existing utilities including gas lines, water lines, and sanitary sewer infrastructure. The topographical survey indicates elevations ranging from approximately 650 to 700 feet, with flood hazard zones marked. The project requires coordination with multiple utility companies and careful consideration of existing infrastructure during construction. The drawings were prepared for the Department of Veterans Affairs National Cemetery Administration with Architura Corporation serving as the Architect of Record.
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30' SANITARYSEWER EASEMENT
20' SANITARY
SEWER EASEMENT
20' SANITARY
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20' SANITARY
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134.76'
N76°06'22"E
133.77'
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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'
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13" ELM
18" PIN OAK
21" PIN OAK
12" CHERRY
19" CEDAR
16" CEDAR 15" ELM
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33" SYC
12" GUM
22" ELM
14" ASH
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25" BERCH
35" PIN OAK
17" SYC
17" POPLAR
13" CHERRY
25" PIN OAK
23" ELM
19" GUM
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TWIN 12/13"
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13" GUM
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ROAD
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VICINITY MAP
NOT TO SCALE
PROJECT SITE MAP
NOT TO SCALE
Salisbury National Cemetery
2024-07-26
DEPARTMENT OF VETERANS AFFAIRS
OWNER
NATIONAL CEMETERY ADMINISTRATION
PROJECT NUMBER: 876CM3025
SALISBURY NATIONAL CEMETERY ANNEX II
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
GC-001
BID SET
Salisbury National Cemetery Annex II
MAS
COVER SHEET
KR2024-07-26
1. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN UNLESS SPECIFICALLY INDICATED OTHERWISE.
2. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE LAWS, ORDINANCES, AND CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY APPLICABLE PERMITS.
3. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE CONTRACTING OFFICER'S REPRESENTATIVE ANY DEFICIENCIES. THE CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND IMMEDIATELY REPORT ANY DEFICIENCIES. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROPOSED POINT OF CONNECTION (P.O.C.) LOCATIONS AND REPORT ANY DISCREPANCY TO THE CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY.
4. NOTIFY UTILITY LOCATOR SERVICE AT LEAST 3 WORKING DAYS PRIOR TO ANY DIGGING OR EXCAVATION.
5. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION EFFORTS WITH CONTRACTING OFFICER'S REPRESENTATIVE'S
REQUIREMENTS.
6. MATERIALS INDICATED TO BE DEMOLISHED AND WASTE MATERIALS ENCOUNTERED IN THE WORK SHALL BE LEGALLY DISPOSED OF OFF SITE BY CONTRACTOR.
7. PROTECT EXISTING BENCH MARKS, UTILITIES, PAVING AND CURBS FROM EQUIPMENT, VEHICULAR TRAFFIC AND GENERAL CONSTRUCTION ACTIVITIES. DAMAGED ITEMS INTENDED TO REMAIN SHALL BE REPLACED OR REPAIRED AT NO EXPENSE TO THE GOVERNMENT. DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
8. PROTECT ALL EXISTING TREES TO REMAIN.
9. 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.
GENERAL NOTES
SITE LOCATION MAP
NOT TO SCALE
BID SET
876CM3025
NORTH
NORTH NORTH
SALISBURY NATIONAL
CEMETERY ANNEX II
S. McCoy Road, Salisbury, NC 28144
SALISBURY NATIONAL
CEMETERY ANNEX
501 Statesville Blvd.
Salisbury NC 28144
SHEET DWG. SHEET TITLE
1. GC-001 COVER SHEET
2. GC-002 GENERAL CONSTRUCTION STAGING AND
SEQUENCING PLAN
3. V-101 EXISTING CONDITIONS
4. V-102 EXISTING CONDITIONS
5. V-103 EXISTING CONDITIONS
6. V-104 EXISTING CONDITIONS
7. B-101 BORING PLAN
8. B-102 BORING LOGS
9. B-103 BORING LOGS
10. B-104 BORING LOGS
11. CG101 EROSION CONTROL PLAN
12. CG102 EROSION CONTROL PLAN
13. CG103 EROSION CONTROL PLAN
14. CG104 EROSION CONTROL PLAN
15. CG501 EROSION CONTROL PLAN DETAILS
16. CG502 EROSION CONTROL PLAN DETAILS
17. CG503 EROSION CONTROL PLAN DETAILS
18. CD101 PRE DEVELOPMENT STOMWATER PLAN
19. CD102 POST DEVELOPMENT STORMWATER PLAN
20. CP101 ROADWAY PLAN AND PROFILE VIEW
21. CP102 ROADWAY PLAN AND PROFILE VIEW
22. CP103 ROADWAY PLAN AND PROFILE VIEW
23. CP104 ROADWAY PLAN AND PROFILE VIEW
24. CP105 ROADWAY PLAN AND PROFILE VIEW
25. CP106 ROADWAY PLAN AND PROFILE VIEW
26. CU101 UTILITY PLAN
27. CU102 UTILITY PLAN
28. CU103 UTILITY PLAN
29. CU104 UTILITY PLAN
30. CU105 PROFILES - STORM SEWER
31. CU106 PROFILES - STORM SEWER
32. CU107 PROFILES - STORM SEWER
33. CU108 PROFILES - SANITARY SEWER
34. CU109 PROFILES - STORM SEWER
35. CU110 STORNWATER BASIN DETAILS
36. CU501 UTILITY DETAILS
37. CU502 UTILITY DETAILS
38. CU503 CULVERT DETAILS
39. CU504 CULVERT DETAILS
40. CU505 CULVERT DETAILS
41. CU506 CULVERT DETAILS
42. CU507 CULVERT DETAILS
43. CU508 CULVERT DETAILS
44. LD-101 SITE CONSERVATION AND REMOVALS PLAN –
OVERALL
45. LD-102 SITE CONSERVATION AND REMOVALS PLAN – AREA A
46. LD-103 SITE CONSERVATION AND REMOVALS PLAN – AREA B
47. LD-104 SITE CONSERVATION AND REMOVALS PLAN – AREA C
48. LS-101 SITE PLAN – OVERALL
49. LS-102 SITE PLAN – AREA A
50. LS-103 SITE PLAN – AREA B
51. LS-104 SITE PLAN – AREA C
52. LS-105 BURIAL NUMBERING PLAN
53. LS-201 SITE LAYOUT PLAN – OVERALL
54. LS-202 SITE LAYOUT PLAN – AREA A
55. LS-203 SITE LAYOUT PLAN – AREA B
56. LS-204 SITE LAYOUT PLAN – AREA C
57. LS-205 COLUMBARIUM PLAZA ENLARGED SITE LAYOUT PLAN
58. LG-101 GRADING PLAN – OVERALL
59. LG-102 GRADING PLAN – AREA A
60. LG-103 GRADING PLAN – AREA B
61. LG-104 GRADING PLAN – AREA C
62. LP-101 PLANTING PLAN – OVERALL
63. LP-102 PLANTING PLAN – AREA A
64. LP-103 PLANTING PLAN – AREA B
65. LP-104 PLANTING PLAN – AREA C
66. LP-501 PLANTING DETAILS
67. LP-502 PLANTING DETAILS
68. LS-501 PAVING DETAILS
69. LS-502 CEMETERY ENTRANCE DETAILS
70. LS-503 ENTRANCE WALL DETAILS
71. LS-504 FENCE & GATE DETAILS
72. LS-505 FENCE & GATE DETAILS
73. LS-506 FENCE & GATE DETAILS
74. LS-507 PRE-PLACED CRYPT & GRAVESITE DETAILS
75. LS-508 GRAVESITE DETAILS
76. LS-509 COLUMBARIUM DETAILS
77. LS-510 COLUMBARIUM DETAILS
78. LS-511 COLUMBARIUM DETAILS
79. LS-512 COLUMBARIUM DETAILS
80. LS-513 MEMORIAL WALL DETAILS
81. LS-514 MEMORIAL WALL DETAILS
82. LS-515 FLAG PLAZA DETAILS
83. LS-516 FLORAL STATION DETAILS
84. LS-517 SERVICE PLAQUE WALL DETAILS
85. LS-518 MISC. SITE DETAILS
86. LS-601 SIGN PLAN - OVERALL
87. LS-701 SIGN DETAILS
88. LS-702 SIGN DETAILS
89. LS-703 SIGN DETAILS
90. LS-704 SIGN DETAILS
91. IR001 IRRIGATION NOTES AND LEGEND
92. IR101 IRRIGATION PLAN BASE BID
93. IR102 IRRIGATION PLAN OPTION 1 COLUMBARIUM
94. IR103 IRRIGATION PLAN BASE BID
95. IR104 IRRIGATION PLAN BASE BID
96. IR501 IRRIGATION DETAILS 1
97. IR502 IRRIGATION DETAILS 2
98. IR503 IRRIGATION DETAILS 3
99. IR504 IRRIGATION DETAILS 4
100. S-001 GENERAL STRUCTURAL NOTES
101. S-101 COLUMBARIUM FOUNDATIONS
102. S-102 SERVICE EMBLEM WALL FOUNDATION AND DETAILS
103. S-103 FLAG POLE FOUNDATIONS
104. S-104 ENTRY WALL FOUNDATION PLAN AND DETAILS
105. S-105 STEEL PICKET FENCE FOUNDATIONS
106. S-106 CHAIN LINK FENCE FOUNDATIONS
107. S-107 MEMORIAL WALL FOUNDATION PLAN AND DETAILS
108. S-108 CULVERT FOUNDATION PLAN
109. S-109 CULVERT FOUNDATIONS AND RAILING SUPPORT
110. S-201 TYPICAL STRUCTURAL DETAILS
111. A-100 ARCHITECTURAL COVER SHEET
112. F-111-PR PUBLIC RESTROOMS - FOUNDATION & SLAB PLAN
113. A-111-PR PUBLIC RESTROOMS - FLOOR PLAN
114. A-112-PR PUBLIC RESTROOMS - CEILING PLAN
115. A-113-PR PUBLIC RESTROOMS - ROOF PLAN
116. A-211-PR PUBLIC RESTROOMS - ELEVATIONS
117. A-311-PR PUBLIC RESTROOMS - SECTION
118. A-312-PR PUBLIC RESTROOMS - SECTION
119. A-313-PR PUBLIC RESTROOMS - SECTION
120. A-314-PR PUBLIC RESTROOMS - SECTION
121. A-411-PR PUBLIC RESTROOMS - ENLARGED PLANS
122. A-511-PR PUBLIC RESTROOMS - KIOSK, SIGNAGE DETAILS &
FINISH SCHEDULE
123. A-611-PR PUBLIC RESTROOMS - WINDOW, DOOR & HARDWARE
SCHEDULE
124. F-111-MV MATERIAL & VEHICLE STORAGE - FOUNDATION PLAN
125. A-111-MV MATERIAL & VEHICLE STORAGE - FLOOR PLAN
126. A-112-MV MATERIAL & VEHICLE STORAGE - CEILING PLAN
127. A-113-MV MATERIAL & VEHICLE STORAGE - ROOF PLAN
128. A-211-MV MATERIAL & VEHICLE STORAGE - ELEVATIONS
129. A-311-MV MATERIAL & VEHICLE STORAGE - SECTION & DETAILS
130. A-312-MV MATERIAL & VEHICLE STORAGE - WALL SECTIONS
131. A-111-CS COMMITTAL SHELTER- FOUNDATION, FLOOR,
CEILING, ROOF & FRAMING PLAN
132. A-211-CS COMMITTAL SHELTER - ELEVATION
133. A-311-CS COMMITTAL SHELTER - SECTION
134. P-001 COVER SHEET - PLUMBING
135. P-101 SUPPLY & SANITARY - FLOOR PLANS - PLUMBING
136. P-501 DETAILS & SCHEDULES - PLUMBING
137. M-001 COVER SHEET - MECHANICAL
138. M-101 FLOOR PLAN - MECHANICAL
139. M-501 DETAILS & SCHEDULES - MECHANICAL
140. E-001 COVER SHEET - ELECTRICAL
141. ES-100 ELECTRICAL - OVERALL SITE PLAN
142. ES-101 ELECTRICAL - DETAIL SITE PLAN
143. ES-102 ELECTRICAL - DETAIL SITE PLAN
144. E-101 ELECTRICAL - RESTROOM FLOOR PLAN
145. E-102 ELECTRICAL - ROOF PLAN
146. E-500 LIGHTNING PROTECTION DETAILS
147. E-501 GROUNDING DETAILS
148. E-600 ELECTRICAL RISER DIAGRAM AND SCHEDULES
SHEET INDEX
GRAVESITE YIELD SUMMARY
BASE BID
CONTRACT
OPTION 1
COLUMBARIUM NICHES: 3,000 3,000
PRE-PLACED CRYPTS (PPC): 2,937 0
IN-GROUND CREMAINS (IGC): 1,681 0
MEMORIAL WALL: 200 0
SHEET DWG. SHEET TITLE SHEET DWG. SHEET TITLE
SALISBURY NATIONAL
CEMETERY ANNEX II
S. McCoy Road, Salisbury, NC 28144
SHEET DWG. SHEET TITLE
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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CO
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PA
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EN
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C O
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PA
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AT
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PA
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AS
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EN
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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
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)
DO NOT ROUTE CONSTRUCTION
TRAFFIC THROUGH RESIDENTIAL
NEIGHBORHOOD
SECONDARY
CONSTRUCTION
ACCESS ROUTE
PRIMARY
CONSTRUCTION
ACCESS ROUTE.
PROVIDE TEMPORARY
GRAVEL ROAD
PROTECT EXISTING
UTILITIES TO REMAIN
CONSTRUCTION STAGING AREA
- PROVIDE CLEARING, ROUGH GRADING,
TEMPORARY GRAVEL SURFACE, TEMPORARY
JOB TRAILER, TEMPORARY TOILETS,
TEMPORARY UTILITY CONNECTIONS AND ALL
OTHER REQUIRED SUPPORT FACILITIES DURING
CONSTRUCTION. REMOVE ALL TEMPORARY
FACILITIES PRIOR TO CONSTRUCTING THE
PERMANENT IMPROVEMENTS IN THIS AREA.
8' HT. CHAIN LINK
CONSTRUCTION
FENCE
FOR TEMPORARY
PIPELINE
CROSSING
REFER TO
CG502
COORDINATE WORK
IN EASEMENT WITH
PLANTATION PIPELINE
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
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NE
COMPANY E
ASEMENT
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PA
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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
: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
GC-002
Salisbury National Cemetery Annex II
2024-07-26 AW
GENERAL CONSTRUCTION STAGING
AND SEQUENCING PLAN
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
PHASING NOTES
1. SUBMIT CONSTRUCTION SEQUENCING PLAN AND SCHEDULE TO
COR FOR APPROVAL PRIOR TO STARTING WORK. SCHEDULE
SHALL BE UPDATED AND SUBMITTED WITH EACH PAY
APPLICATION.
2. OBTAIN WRITTEN PERMISSION FROM EASEMENT HOLDERS FOR
CONSTRUCTION OPERATIONS WITHIN THE EXISTING UTILITY
EASEMENTS.
3. COORDINATE EXTENSION OF PERMANENT UTILITY
CONNECTIONS (E.G. WATER, ELECTRIC, COMMUNICATIONS) TO
THE SITE WITH THE RESPECTIVE UTILITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR PAYING THE CONNECTION FEE TO
THE UTILITY. REFER TO THE SITE UTILITY PLANS.
4. 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.
5. PROTECT EXISTING TREES. REFER TO LD-101 AND EROSION AND
SEDIMENTATION CONTROL DRAWINGS.
6. PROVIDE TEMPORARY EROSION AND SEDIMENTATION
CONTROLS. REFER TO EROSION AND SEDIMENTATION CONTROL
DRAWINGS FOR RELATED SEQUENCE OF CONSTRUCTION AND
REQUIRED EROSION AND SEDIMENTATION CONTROLS FOR EACH
TYPE OF DISTURBANCE. PROVIDE REQUIRED EROSION
CONTROLS FOR EACH PHASE OF WORK PRIOR TO ANY EARTH
DISTURBANCE FOR THAT PHASE. PROVIDE TEMPORARY
BARRICADES, FENCING, TRAFFIC CONTROL AND SIGNAGE AS
NEEDED TO MAINTAIN PUBLIC SAFETY AND SECURE WORK
AREAS DURING CONSTRUCTION.
7. PROVIDE TEMPORARY GRAVEL CONSTRUCTION ROADWAYS
WITHIN THE LIMIT OF DISTURBANCE TO FACILITATE
CONSTRUCTION OPERATIONS. AT CONCLUSION OF PROJECT,
REMOVE TEMPORARY ROADWAYS INCLUDING GEOTEXTILE AND
AGGREGATE AND RESTORE ALL AREAS DISTURBED BY
CONSTRUCTION.
8. PROVIDE 8' HEIGHT TEMPORARY FENCING WHERE INDICATED
AND AS NEEDED TO SECURE THE CONSTRUCTION SITE AND
PROVIDE FOR PUBLIC SAFETY. PROVIDE GATES AS NEEDED FOR
ACCESS AT ALL ENTRANCES AND UTILITY EASEMENTS.
9. REFER TO C-DRAWINGS FOR UTILITY PROTECTION DURING
CONSTRUCTION.
CONTRACTOR CONSTRUCTION ACCESS ROUTE
8' HT TEMPORARY CHAIN LINK
CONSTRUCTION FENCE
TEMPORARY GRAVEL SURFACE/ROAD
- MIN 6" AGGREGATE OVER GEOTEXTILE FABRIC
LEGEND
S
S
S
S
S
S
S
S
S
S
S
S
S
680 675 670 665
665670 675680680
66066565
0 660
0 660
655 650
660 660
650655
5 65
5 65
655 650
665660
665 670 675
5 67
665660
650 655
66065565
66065
5 6
665 670
ASPHALT
S
IRCV
IRCV
CONC PAD
W/TRASH &
HOSE BIB
ASPHALT
CONC PAD
W/TRASH &
HOSE BIB
IRCV
6' CHAIN LINK FENCE
6' CHAIN LINK FENCE
6' C
H
AI
N L
IN
K
FE
N
C E
2 STORY
BRICK
BUILDING
SPLIT LEVEL
BRICK
BUILDING
2 S
TORY
BRICK
BUILD
ING
ST
ORY
BR
IC
K
BU
IL
DI
NG
2 STORY
BRICK
BUILDING
GAS VENT
GAS VENT
GAS VENT
GAS VENT
GAS VENT
FO MARKER
FO MARKER
FO MARKER
FO MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
FO MARKER
FO MARKER
2 STORY
MULTI-FAMILY
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
2 STORYMULTI-FAMILYBRICKBUILDING
PAVER DRIVE
6' C
H
AI
N L
IN
K
FE
N
C E
6' C
HA
IN
L
IN
K
FE
NC
E
6' C
HA
IN
L
IN
K
FE
NC
E
SEWER MARKER
SHED
SHED
SHED
SHED
SHED
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
ZONE AE
ZONE AE
ZONE AE
ZONE AE
IRCV
IRCV
IRCV
IRCV
IRCV
IRCV
CO
SIGN SIGN
SIGN
SIGN
0.2% ANNUAL CHANCE
FLOOD HAZARD1% 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 HAZARD1% 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
STORM SEWER MH
RIM-659.16
24"RCP IN(S)-648.67
24"RCP OUT(N)-648.56
STORM SEWER MH
RIM-657.04
24"RCP IN(S)-647.85
24"RCP OUT(NE)-647.46
SAN SEWER MH
RIM-675.47
10"VCP IN(S)-665.03
10"VCP IN(SW)-665.01
10"VCP OUT(NE)-663.99
SAN SEWER MH
RIM-675.48
8"VCP IN(N)-665.39
10"VCP IN(SW)-663.55
10"VCP OUT(NE)-663.53
SAN SEWER MH
RIM-676.75
8"TERRA OUT(S)-667.14
SAN SEWER MH
RIM-671.80
10"VCP IN(SW)-663.53
10"VCP OUT(NE)-663.43
SAN SEWER MH
RIM-670.47
10"VCP IN(SW)-662.98
10"VCP OUT(NE)-662.72
SAN SEWER MH
RIM-672.05
10"VCP IN(SW)-662.92
10"VCP OUT(NE)-662.79
SAN SEWER MH
RIM-665.24
10"VCP IN(SW)-661.40
10"DIP IN(NW)-661.31
10"DIP OUT(SE)-661.25
SAN SEWER MH
RIM-668.16
10"DIP IN(NW)-660.86
10"DIP OUT(NE)-660.32
SAN SEWER MH
RIM-668.38
10"DIP IN(SW)-659.99
10"DIP OUT(SE)-659.96
SAN SEWER MH
RIM-665.54
10"DIP IN(NW)-657.67
10"DIP OUT(NE)-656.41
SAN SEWER MH
RIM-661.13
10"DIP IN(SW)-655.36
10"DIP OUT(E)-655.23
SAN SEWER MH
RIM-655.54
10"DIP IN(W)-650.29
10"DIP OUT(NE)-648.10
SAN SEWER MH
RIM-657.04
10"DIP IN(SE)-651.54
10"DIP IN(SW)-650.64
15"DIP OUT(N)-650.54
SAN SEWER MH
RIM-656.14
10"DIP IN(SE)-650.00
8"DIP IN(NE)-649.40
10"DIP OUT(NW)-649.28
D
D
' P
LA
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AT
IO
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PI
PE
L
IN
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CO
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PA
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E
AS
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EN
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' P
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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
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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
30' SANITARY
SEWER EASEMENT
20' SANITARY
SEWER EASEMENT
' S
ANITARY
SEWER EASEMENT
' S
AN
IT
AR
Y
SE
W
ER
E
AS
EM
EN
T
141' DUKE POWER
EASEMENT
141' DUKE POWER
EASEMENT
141' DUKE POWER
EASEMENT
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 °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.
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'
S01°32'33"E
182.02'
S07°30'45"E
67.83'
S18°59'16"E
239.95'
S05°39'45"E
158.59'
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°
'4
3" W
0.
N70°37'53"W 266.13'
N43°28'50"W
266.13'
N69°02'50"W 266.13'
N04°46'44"E 266.13'
" G
AS
M
AI
N
" G
AS
M
AI
N
" G
AS
M
AI
N
W
IT
H
FI
BE
R
LI
NE
" G
AS
M
AI
N
W
IT
H
FI
BE
R
LI
NE
" G
AS
M
AI
N
" G
AS
M
AI
N
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 °1
9'0 0"E
2.2
5'
N57 °3
7'4 8"
E
2.0 1'
S88°02'54"E
171.93'
S70°46'56"E 158.79' N
°3
3'
"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'
S01°32'33"E
182.02'
S07°30'45"E
67.83'
S18°59'16"E
239.95'
S05°39'45"E
158.59'
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°
'4
3" 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.
TREE TABLE
NUMBER
DESCRIPTION
21 PIN OAK
12 CHERRY
19 CEDAR
13 CEDAR
15 ELM
12 POPLAR
12 GUM
14 MAPLE
16 GUM
28 GUM
20 POPLAR
17 POPLAR
16 GUM
19 GUM
24 GUM
17 GUM
16 GUM
15 GUM
15 GUM TWICE
16 GUM
TRIP 12/15/19 GUM
17 SYC
17 POPLAR
25 BERCH
35 PIN OAK
12 ELM
19 GUM
13 CHERRY
13 GUM
26 GUM
TWIN 20 GUMS
13 ASH
15 GUM
12 PIN OAK
22 GUM
TREE TABLE
NUMBER
DESCRIPTION
21 PIN OAK
13 ASH
12 ASH
19 GUM
14 PIN OAK
15 ASH
15 ASH
25 PIN OAK
23 ELM
TWIN 12/13 POPLAR
12 PINE
12 POPLAR
12 POPLAR
14 GUM
12 GUM
13 GUM
12 GUM
12 POPLAR
TWIN 15/17 GUM
15 GUM
13 GUM
13 GUM
16 GUM
12 GUM
12 GUM
12 ELM
15 GUM
33 SYC
12 GUM
22 ELM
14 ASH
14 ELM
16 GUM
16 GUM
16 GUM
TREE TABLE
NUMBER
DESCRIPTION
13 ELM
18 GUM
24 GUM
16 GUM
18 GUM
16 POPLAR
14 GUM
18 GUM
24 GUM
12 16 18 GUM
18 GUM
18 GUM
18 GUM
16 GUM
18 GUM
16 GUM
14 GUM
15 ELM
15 GUM
13 POPLAR
13 CEDAR
13 ELM
16 CEDAR
12 CHERRY
18 PIN OAK
18 GUM
13 GUM
15 GUM
15 GUM
TRIP 12 16 24 GUM
30 GUM
18 ASH
48 RED OAK
6" WATER
EXISTING
DRAINAGE
EASEMENT
EXISTING
BOX CULVERT
10" V
CP SANITARY
" V
CP SANITARY
10" D
IP SANITARY
10" DIP SANITARY
PIN #: 5750-01-46-8933
AREA: 30.26 AC
UNITED STATES OF AMERICA
AND ITS ASSIGNS DEPARTMENT
OF VETERANS AFFAIRS
811 VERMONT AVE NW
WASHINGTON, DC 20420-0001
PIN #: 5750-01-46-8933
AREA: 30.26 AC
UNITED STATES OF AMERICA
AND ITS ASSIGNS DEPARTMENT
OF VETERANS AFFAIRS
811 VERMONT AVE NW
WASHINGTON, DC 20420-0001
PIN #: 5750-01-46-8933
AREA: 30.26 AC
UNITED STATES OF AMERICA
AND ITS ASSIGNS DEPARTMENT
OF VETERANS AFFAIRS
811 VERMONT AVE NW
WASHINGTON, DC 20420-0001
CONTROL POINT 2
CONTROL POINT 4
LO
CA
TE
D
O
FF
SI
TE
S O
UT
H
W
ES
T O
F
O
LD
W
IL
KE
SB
O
RO
R O
AD
CONTROL POINT 3
CONTROL POINT 5
CONTROL POINT 1
S
PROPERTY LINE
EASEMENT LINE
EXISTING CONTOUR
EX. SANITARY SEWER
EX. SANITARY MANHOLE
EX. WATER LINE
EX. FIRE HYDRANT
OVERHEAD UTILITY LINES
UTILITY POLE
PETROLEUM LINES
FIBER OPTIC LINES
TREE LINE
SURVEY NOTE
1. THE SURVEY INFORMATION WAS COMPILED AND PROVIDED BY KCI ASSOCIATES
OF NORTH CAROLINA, P.A.
LOCATED AT 4505 FALLS OF NEUSE ROAD, SUITE 400, RALEIGH, NORTH CAROLINA
27607
PHONE NUMBER (919) 783-9214
2. THE AERIAL TOPOGRAPHIC AND PLANIMETRIC INFORMATION WAS COMPLETED
BY TUCK MAPPING SOLUTIONS
A SUB-CONSULTANT TO KCI ASSOCIATES. THE AERIAL MAPPING AND
TOPOGRAPHY WAS STARTED IN FEBRUARY
OF 2023 AND COMPLETED IN MARCH OF 2023.
3. HORIZONTAL DATUM IS NAD-83 (2011EPOCH).
THE VERTICAL DATUM IS NAVD-88. STATE PLANE COORDINATES ZONE IS NORTH
CAROLINA.
4. THE PARCEL BOUNDARY AND EASEMENTS OR SETBACKS AS SHOWN ARE FROM
THE ALTA/NSPS LAND TITLE SURVEY PREPARED BY P.B. PHARR & ASSOCIATES,
P.A. DATES 6-15-2017 AS PROVIDED TO KCI BY THE NATIONAL CEMETERY
ASSOCIATION. THE INFORMATION WAS DRAWN AND FROM SAID ALTA/NSPS
SURVEY AND ROTATED AND TRANSLATED TO THE PROJECT NAD-88
COORDINATES.
5. THE UNDERGROUND GAS LINES AND EASEMENTS AS SHOWN ARE FROM THE
ALTA/NSPS LAND TITLE SURVEY AS PREPARED BY
PARR & ASSOCIATES, P.A. DATED 6-15-2017. THE INFORMATION WAS DRAWN AND
ROTATED AND TRANSLATED INTO THE PROJECT COORDINATE SYSTEM.
6. THE INDIVIDUAL TREES AS SHOWN ARE FROM A GROUND SURVEY WORK
COMPLETED BY KCI ASSOCIATES AS COMPLETED IN JANUARY OF 2024.
7. THE UTILITIES AS SHOWN IN SOUTH MC COY ROAD ARE PER KCI ASSSOCIATES
SUE AND GROUND SURVEY WORK COMPLETED BETWEEN JUNE 2023 AND
JANUARY 2024.
8. THE FLOOD PLANE DESIGNATIONS ARE PER THE ALTA/NSPS SURVEY BY P.B.
PHARR & ASSOCIATES DATED 6-15-2017 THE DATA ROTATED AND TRANSLATED
BY KCI ASSOCIATES TO NAD-88 COORDINATES AND NAVD 88 ELEVATIONS.
LEGEND
100 YEAR FLOOD PLAIN
500 YEAR FLOOD PLAIN
FEMA FLOODWAY
SURVEY CONTROL POINTS
NUMBER
NORTHING
706765.13
707409.77
707412.93
706163.14
707448.79
EASTING
1553937.20
1553960.63
1556452.29
1553506.63
1553881.37
DESCRIPTION
KCI Nail at S End of South McCoy Road
KCI Nail at N End of South McCoy Road
PANEL 3-GROUND -PK
PANEL 4-GROUND-PK
PANEL 6-GROUND-PK
ELEVATION
680.33
681.65
671.78
686.79
683.00
KEY PLAN NOT TO SCALE
NORTH
EXISTING CONDITIONS
V-101
AREA A AREA B
AREA C
VA FORM 08 - 6231
A
M :\2
3\
2.
A
- S al is bu ry
C em et er y\ D ra w in gs
\1
C
D \1
E xi st in g C on di tio ns
.d w g 7/
/2
:0
1:
A 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
BID SET
Salisbury National Cemetery Annex II
Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144
2024-07-26
876CM3025
E
F
RTNBJK 3 of 148
S
S
S
S
GAS VENT
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
SAN SEWER MH
RIM-675.48
8"VCP IN(N)-665.39
10"VCP IN(SW)-663.55
10"VCP OUT(NE)-663.53
SAN SEWER MH
RIM-671.80
10"VCP IN(SW)-663.53
10"VCP OUT(NE)-663.43
SAN SEWER MH
RIM-670.47
10"VCP IN(SW)-662.98
10"VCP OUT(NE)-662.72
SAN SEWER MH
RIM-672.05
10"VCP IN(SW)-662.92
10"VCP OUT(NE)-662.79
' 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 E
ASEMENT
' 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 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'
N04°46'44"E 266.13'
" G
AS
M
AI
N
" G
AS
M
AI
N
W
IT
H
FI
BE
R
LI
NE
" G
AS
M
AI
N
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.
2 3
6" WATER
EXISTING
DRAINAGE
EASEMENT
EXISTING
BOX CULVERT
10" V
CP SANITARY
" V
CP SANITARY
PIN #: 5750-01-46-8933
AREA: 30.26 AC
UNITED STATES OF AMERICA
AND ITS ASSIGNS DEPARTMENT
OF VETERANS AFFAIRS
811 VERMONT AVE NW
WASHINGTON, DC 20420-0001
CONTROL POINT 1
S
PROPERTY LINE
EASEMENT LINE
EXISTING CONTOUR
EX. SANITARY SEWER
EX. SANITARY MANHOLE
EX. WATER LINE
EX. FIRE HYDRANT
OVERHEAD UTILITY LINES
UTILITY POLE
PETROLEUM LINES
FIBER OPTIC LINES
TREE LINE
SURVEY NOTE
1. THE SURVEY INFORMATION WAS COMPILED AND PROVIDED BY KCI ASSOCIATES
OF NORTH CAROLINA, P.A.
LOCATED AT 4505 FALLS OF NEUSE ROAD, SUITE 400, RALEIGH, NORTH CAROLINA
27607
PHONE NUMBER (919) 783-9214
2. THE AERIAL TOPOGRAPHIC AND PLANIMETRIC INFORMATION WAS COMPLETED
BY TUCK MAPPING SOLUTIONS
A SUB-CONSULTANT TO KCI ASSOCIATES. THE AERIAL MAPPING AND
TOPOGRAPHY WAS STARTED IN FEBRUARY
OF 2023 AND COMPLETED IN MARCH OF 2023.
3. HORIZONTAL DATUM IS NAD-83 (2011EPOCH).
THE VERTICAL DATUM IS NAVD-88. STATE PLANE COORDINATES ZONE IS NORTH
CAROLINA.
4. THE PARCEL BOUNDARY AND EASEMENTS OR SETBACKS AS SHOWN ARE FROM
THE ALTA/NSPS LAND TITLE SURVEY PREPARED BY P.B. PHARR & ASSOCIATES,
P.A. DATES 6-15-2017 AS PROVIDED TO KCI BY THE NATIONAL CEMETERY
ASSOCIATION. THE INFORMATION WAS DRAWN AND FROM SAID ALTA/NSPS
SURVEY AND ROTATED AND TRANSLATED TO THE PROJECT NAD-88
COORDINATES.
5. THE UNDERGROUND GAS LINES AND EASEMENTS AS SHOWN ARE FROM THE
ALTA/NSPS LAND TITLE SURVEY AS PREPARED BY
PARR & ASSOCIATES, P.A. DATED 6-15-2017. THE INFORMATION WAS DRAWN AND
ROTATED AND TRANSLATED INTO THE PROJECT COORDINATE SYSTEM.
6. THE INDIVIDUAL TREES AS SHOWN ARE FROM A GROUND SURVEY WORK
COMPLETED BY KCI ASSOCIATES AS COMPLETED IN JANUARY OF 2024.
7. THE UTILITIES AS SHOWN IN SOUTH MC COY ROAD ARE PER KCI ASSSOCIATES
SUE AND GROUND SURVEY WORK COMPLETED BETWEEN JUNE 2023 AND
JANUARY 2024.
8. THE FLOOD PLANE DESIGNATIONS ARE PER THE ALTA/NSPS SURVEY BY P.B.
PHARR & ASSOCIATES DATED 6-15-2017 THE DATA ROTATED AND TRANSLATED
BY KCI ASSOCIATES TO NAD-88 COORDINATES AND NAVD 88 ELEVATIONS.
LEGEND
100 YEAR FLOOD PLAIN
500 YEAR FLOOD PLAIN
FEMA FLOODWAY
SURVEY CONTROL POINTS
NUMBER
NORTHING
706765.13
707409.77
707412.93
706163.14
707448.79
EASTING
1553937.20
1553960.63
1556452.29
1553506.63
1553881.37
DESCRIPTION
KCI Nail at S End of South McCoy Road
KCI Nail at N End of South McCoy Road
PANEL 3-GROUND -PK
PANEL 4-GROUND-PK
PANEL 6-GROUND-PK
ELEVATION
680.33
681.65
671.78
686.79
683.00
KEY PLAN NOT TO SCALE
NORTH
EXISTING CONDITIONS
V-102
VA FORM 08 - 6231
A
M :\2
3\
2.
A
- S al is bu ry
C em et er y\ D ra w in gs
\1
C
D \1
E xi st in g C on di tio ns
.d w g 7/
/2
:0
1:
A 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
BID SET
Salisbury National Cemetery Annex II
Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144
2024-07-26
876CM3025
E
RTNBJK 4 of 148
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
" G
AS
M
AI
N
W
IT
H
FI
BE
R
LI
NE
" G
AS
M
AI
N
PIN #: 5750-01-46-8933
AREA: 30.26 AC
UNITED STATES OF AMERICA
AND ITS ASSIGNS DEPARTMENT
OF VETERANS AFFAIRS
811 VERMONT AVE NW
WASHINGTON, DC 20420-0001
S
PROPERTY LINE
EASEMENT LINE
EXISTING CONTOUR
EX. SANITARY SEWER
EX. SANITARY MANHOLE
EX. WATER LINE
EX. FIRE HYDRANT
OVERHEAD UTILITY LINES
UTILITY POLE
PETROLEUM LINES
FIBER OPTIC LINES
TREE LINE
SURVEY NOTE
1. THE SURVEY INFORMATION WAS COMPILED AND PROVIDED BY KCI ASSOCIATES
OF NORTH CAROLINA, P.A.
LOCATED AT 4505 FALLS OF NEUSE ROAD, SUITE 400, RALEIGH, NORTH CAROLINA
27607
PHONE NUMBER (919) 783-9214
2. THE AERIAL TOPOGRAPHIC AND PLANIMETRIC INFORMATION WAS COMPLETED
BY TUCK MAPPING SOLUTIONS
A SUB-CONSULTANT TO KCI ASSOCIATES. THE AERIAL MAPPING AND
TOPOGRAPHY WAS STARTED IN FEBRUARY
OF 2023 AND COMPLETED IN MARCH OF 2023.
3. HORIZONTAL DATUM IS NAD-83 (2011EPOCH).
THE VERTICAL DATUM IS NAVD-88. STATE PLANE COORDINATES ZONE IS NORTH
CAROLINA.
4. THE PARCEL BOUNDARY AND EASEMENTS OR SETBACKS AS SHOWN ARE FROM
THE ALTA/NSPS LAND TITLE SURVEY PREPARED BY P.B. PHARR & ASSOCIATES,
P.A. DATES 6-15-2017 AS PROVIDED TO KCI BY THE NATIONAL CEMETERY
ASSOCIATION. THE INFORMATION WAS DRAWN AND FROM SAID ALTA/NSPS
SURVEY AND ROTATED AND TRANSLATED TO THE PROJECT NAD-88
COORDINATES.
5. THE UNDERGROUND GAS LINES AND EASEMENTS AS SHOWN ARE FROM THE
ALTA/NSPS LAND TITLE SURVEY AS PREPARED BY
PARR & ASSOCIATES, P.A. DATED 6-15-2017. THE INFORMATION WAS DRAWN AND
ROTATED AND TRANSLATED INTO THE PROJECT COORDINATE SYSTEM.
6. THE INDIVIDUAL TREES AS SHOWN ARE FROM A GROUND SURVEY WORK
COMPLETED BY KCI ASSOCIATES AS COMPLETED IN JANUARY OF 2024.
7. THE UTILITIES AS SHOWN IN SOUTH MC COY ROAD ARE PER KCI ASSSOCIATES
SUE AND GROUND SURVEY WORK COMPLETED BETWEEN JUNE 2023 AND
JANUARY 2024.
8. THE FLOOD PLANE DESIGNATIONS ARE PER THE ALTA/NSPS SURVEY BY P.B.
PHARR & ASSOCIATES DATED 6-15-2017 THE DATA ROTATED AND TRANSLATED
BY KCI ASSOCIATES TO NAD-88 COORDINATES AND NAVD 88 ELEVATIONS.
LEGEND
100 YEAR FLOOD PLAIN
500 YEAR FLOOD PLAIN
FEMA FLOODWAY
SURVEY CONTROL POINTS
NUMBER
NORTHING
706765.13
707409.77
707412.93
706163.14
707448.79
EASTING
1553937.20
1553960.63
1556452.29
1553506.63
1553881.37
DESCRIPTION
KCI Nail at S End of South McCoy Road
KCI Nail at N End of South McCoy Road
PANEL 3-GROUND -PK
PANEL 4-GROUND-PK
PANEL 6-GROUND-PK
ELEVATION
680.33
681.65
671.78
686.79
683.00
KEY PLAN NOT TO SCALE
NORTH
EXISTING CONDITIONS
V-103
VA FORM 08 - 6231
A
M :\2
3\
2.
A
- S al is bu ry
C em et er y\ D ra w in gs
\1
C
D \1
E xi st in g C on di tio ns
.d w g 7/
/2
:0
2:
A 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
BID SET
Salisbury National Cemetery Annex II
Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144
2024-07-26
876CM3025
E
RTNBJK 5 of 148
S
S
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
SAN SEWER MH
RIM-665.24
10"VCP IN(SW)-661.40
10"DIP IN(NW)-661.31
10"DIP OUT(SE)-661.25
SAN SEWER MH
RIM-668.16
10"DIP IN(NW)-660.86
10"DIP OUT(NE)-660.32
SAN SEWER MH
RIM-668.38
10"DIP IN(SW)-659.99
10"DIP OUT(SE)-659.96
SAN SEWER MH
RIM-665.54
10"DIP IN(NW)-657.67
10"DIP OUT(NE)-656.41
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30' SANITARY
SEWER EASEMENT
S87°49'35"E
866.42'
S70°46'56"E 158.79'
N
°3 3'
"E
8.
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S70°46'56"E 158.79'
N
°3 3'
"E
8.
10" D
IP SANITARY
10" DIP SANITARY
S
PROPERTY LINE
EASEMENT LINE
EXISTING CONTOUR
EX. SANITARY SEWER
EX. SANITARY MANHOLE
EX. WATER LINE
EX. FIRE HYDRANT
OVERHEAD UTILITY LINES
UTILITY POLE
PETROLEUM LINES
FIBER OPTIC LINES
TREE LINE
SURVEY NOTE
1. THE SURVEY INFORMATION WAS COMPILED AND PROVIDED BY KCI ASSOCIATES
OF NORTH CAROLINA, P.A.
LOCATED AT 4505 FALLS OF NEUSE ROAD, SUITE 400, RALEIGH, NORTH CAROLINA
27607
PHONE NUMBER (919) 783-9214
2. THE AERIAL TOPOGRAPHIC AND PLANIMETRIC INFORMATION WAS COMPLETED
BY TUCK MAPPING SOLUTIONS
A SUB-CONSULTANT TO KCI ASSOCIATES. THE AERIAL MAPPING AND
TOPOGRAPHY WAS STARTED IN FEBRUARY
OF 2023 AND COMPLETED IN MARCH OF 2023.
3. HORIZONTAL DATUM IS NAD-83 (2011EPOCH).
THE VERTICAL DATUM IS NAVD-88. STATE PLANE COORDINATES ZONE IS NORTH
CAROLINA.
4. THE PARCEL BOUNDARY AND EASEMENTS OR SETBACKS AS SHOWN ARE FROM
THE ALTA/NSPS LAND TITLE SURVEY PREPARED BY P.B. PHARR & ASSOCIATES,
P.A. DATES 6-15-2017 AS PROVIDED TO KCI BY THE NATIONAL CEMETERY
ASSOCIATION. THE INFORMATION WAS DRAWN AND FROM SAID ALTA/NSPS
SURVEY AND ROTATED AND TRANSLATED TO THE PROJECT NAD-88
COORDINATES.
5. THE UNDERGROUND GAS LINES AND EASEMENTS AS SHOWN ARE FROM THE
ALTA/NSPS LAND TITLE SURVEY AS PREPARED BY
PARR & ASSOCIATES, P.A. DATED 6-15-2017. THE INFORMATION WAS DRAWN AND
ROTATED AND TRANSLATED INTO THE PROJECT COORDINATE SYSTEM.
6. THE INDIVIDUAL TREES AS SHOWN ARE FROM A GROUND SURVEY WORK
COMPLETED BY KCI ASSOCIATES AS COMPLETED IN JANUARY OF 2024.
7. THE UTILITIES AS SHOWN IN SOUTH MC COY ROAD ARE PER KCI ASSSOCIATES
SUE AND GROUND SURVEY WORK COMPLETED BETWEEN JUNE 2023 AND
JANUARY 2024.
8. THE FLOOD PLANE DESIGNATIONS ARE PER THE ALTA/NSPS SURVEY BY P.B.
PHARR & ASSOCIATES DATED 6-15-2017 THE DATA ROTATED AND TRANSLATED
BY KCI ASSOCIATES TO NAD-88 COORDINATES AND NAVD 88 ELEVATIONS.
LEGEND
100 YEAR FLOOD PLAIN
500 YEAR FLOOD PLAIN
FEMA FLOODWAY
SURVEY CONTROL POINTS
NUMBER
NORTHING
706765.13
707409.77
707412.93
706163.14
707448.79
EASTING
1553937.20
1553960.63
1556452.29
1553506.63
1553881.37
DESCRIPTION
KCI Nail at S End of South McCoy Road
KCI Nail at N End of South McCoy Road
PANEL 3-GROUND -PK
PANEL 4-GROUND-PK
PANEL 6-GROUND-PK
ELEVATION
680.33
681.65
671.78
686.79
683.00
KEY PLAN NOT TO SCALE
NORTH
EXISTING CONDITIONS
V-104
VA FORM 08 - 6231
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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
BID SET
Salisbury National Cemetery Annex II
Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144
2024-07-26
876CM3025
E
RTNBJK 6 of 148
S
S
S
S
S
S
S
S
66565
0 660
S
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
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
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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 E
ASEMENT
' S
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SE
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SO
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(N C
SR
#2172)
50' PU
BLIC
R /W
SO
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C C
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D
(N C
SR
#2172)
50' PU
BLIC
R /W
OLD WILKESBORO RD.(NCSR #1703)60' PUBLIC R/W
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CEMETERY
ENTRANCE
Xref ..\Architecture\A-FP-MV.dwg
B-1
B-2
B-3
B-4
B-5
B-6
B-7
B-8
B-9
B-10
B-11
B-12
B-13
B-14
B-15
B-16
TH-6
TH-1
TH-2
TH-3
TH-4
TH-5
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TH-6
TH-1
TH-2
TH-3
TH-4
TH-5
S
PROPERTY LINE
EASEMENT LINE
EXISTING CONTOUR
EX. SANITARY SEWER
EX. SANITARY MANHOLE
EX. WATER LINE
EX. FIRE HYDRANT
OVERHEAD UTILITY LINES
UTILITY POLE
PETROLEUM LINES
FIBER OPTIC LINES
TREE LINE
KEY PLAN NOT TO SCALE
NORTH
BORING PLAN
B-101
NORTH
BORING NOTES
1. SOIL BORINGS AND GEOTECHNICAL REPORT PREPARED BY
SUMMIT ENGINEERING, LABORATORY & TESTING INC. AUGUST
25, 2023. SOIL BORING LOG SHEETS ARE SHOWN ON THE
FOLLOWING PAGES. SHEE GEOTECH REPORT FOR DETAILED
DESCRIPTION OF FINDINGS AND RECOMMENDATIONS.
2. PLANTATION PIPE LINE TEST HOLES PERFORMED BY KCI
ASSOCIATES ON NOVEMBER 14, 2023. SEE SHEET B-104 FOR
TEST HOLE LOG SHEETS.
LEGEND
VA FORM 08 - 6231
A
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C em et er y\ D ra w in gs
\1
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dw g
7/
/2
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A
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B
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B
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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
BID SET
Salisbury National Cemetery Annex II
Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144
2024-07-26
876CM3025
E
F
RTNBJK
BORING LOCATION B-1
AutoCAD SHX Text
GUYWIRE
AutoCAD SHX Text
GUYWIRE
AutoCAD SHX Text Scale: 1" = 50'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Scale: 1" = 10'
AutoCAD SHX Text
File details come from the government source that posted it. Updated .