S02_Attachment - ASI 1 Part 2.pdf
PDF 19 MB Posted
- Attached to
- Salisbury National Cemetery Public Restroom Renovation and Columbarium Cemetery Expansion
- Solicitation number
- 36C78625R0014
About this file
This document appears to be a set of engineering and design plans for the Salisbury National Cemetery Annex II project located in Salisbury, North Carolina. The comprehensive set of drawings includes existing conditions, site plans, grading plans, utility plans, erosion control plans, and landscape plans for a 30.26-acre site.
Key design elements include a curved roadway layout, multiple columbarium areas (with potential for 6,000 niches), a public restroom building, material and vehicle storage building, stormwater management basin, and associated infrastructure. The site features complex topography with multiple drainage areas, existing utility easements (including Plantation Pipeline and Duke Power), and considerations for flood zones. The design incorporates native landscaping, with a variety of deciduous and evergreen trees, and is designed to minimize environmental impact while providing a respectful memorial space. The project is being developed for the U.S. Department of Veterans Affairs, with the architectural and engineering work prepared by Architura Corporation and associated consultants.
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Text version
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
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665 670
ASPHALT
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IRCV
CONC PAD
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FO MARKER
FO MARKER
FO MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
GAS MARKER
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GAS MARKER
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6' C
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6' C
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ZONE AE
ZONE AE
IRCV
IRCV
IRCV
IRCV
IRCV
IRCV
CO
SIGN SIGN
SIGN
SIGN
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 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
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30' SANITARYSEWER EASEMENT
30' SANITARY
SEWER EASEMENT
' S
ANIT
ARY
SEW
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ASEMENT
30' SANITARY
SEWER EASEMENT
20' SANITARY
SEWER EASEMENT
' S
ANITARY
SEWER EASEMENT
' S
AN
IT
AR
Y
SE
W
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E
AS
EM
EN
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141' DUKE POWER
EASEMENT
141' DUKE POWER
EASEMENT
141' DUKE POWER
EASEMENT
SO
U
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M
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D
(N C
SR
#2172)
50' PU
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R /W
SO
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TH
M
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(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'
N7 6°0
6'2 2"E
133.77'
N6 3° '00 "E
2.2
5'
N5 7° '48 "E
2.0
1'
S88°0 2'54"E
171.93'
S87°4 9'35"E
866.42'
S70°46'56"E 158.79' N
°3 3' "E
8.
S87°4 9'35"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'
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M
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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'
N7 6°0
6'2 2"E
133.77'
N6 3° '00 "E
2.2
5'
N5 7° '48 "E
2.0
1'
S88°0 2'54"E
171.93'
S70°46'56"E 158.79' N
°3 3' "E
8.
S87°4 9'35"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.
STREAM BUFFER
STREAM BUFFER
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 3/
/2
:3
3:
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
2024-07-26
876CM3025
E
F
RTNBJK
ASI #1 2025-03-101
S. McCoy Rd. and Old Wilkesboro Rd. , Salisbury, NC 28144
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
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N
PI
PE
L
IN
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CO
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PA
NY
E
AS
EM
EN
T
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TA
TI
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P
IP
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C O
M
PA
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EA
SE
M
EN
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' 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
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NE
" G
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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.
STREAM BUFFER
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 3/
/2
1:
:3
PM
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
2024-07-26
876CM3025
E
F
RTNBJK
ASI #1 2025-03-101
S. McCoy Rd. and Old Wilkesboro Rd. , Salisbury, NC 28144
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
' 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°4 9'35"E
866.42'
S70°46'56"E 158.79'
N
°3 3'
"E
8.
" G
AS
M
AI
N
" G
AS
M
AI
N
W
IT
H
FI
BE
R
LI
NE
" G
AS
M
AI
N
S70°46'56"E 158.79'
N
°3 3'
"E
8.
STREAM BUFFER
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
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 3/
/2
:1
5:
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
2024-07-26
876CM3025
E
F
RTNBJK
ASI #1 2025-03-101
S. McCoy Rd. and Old Wilkesboro Rd. , Salisbury, NC 28144
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
' P
LA
NT
AT
IO
N
PI
PE
L
IN
E
CO
M
PA
NY
E
AS
EM
EN
T
' P
LA
N
TA
TI
O N
P
IP
E
LI
N E
C O
M
PA
N Y
EA
SE
M
EN
T
' P
LA
NT
AT
IO
N
PI
PE
L
IN
E
CO
M
PA
NY
E
AS
EM
EN
T
30' SANITARYSEWER EASEMENT
30' SANITARY
SEWER EASEMENT
' S
ANIT
ARY
SEW
ER E
ASEMENT
20' SANITARY
SEWER EASEMENT
' S
ANITARY
SEWER EASEMENT
' S
AN
IT
AR
Y
SE
W
ER
E
AS
EM
EN
T
SO
U
TH
M
C C
O Y R
D
(N C
SR
#2172)
50' PU
BLIC
R /W
SO
U
TH
M
C C
O Y R
D
(N C
SR
#2172)
50' PU
BLIC
R /W
OLD WILKESBORO RD.
(NCSR #1703)60' PUBLIC R/W
" G
AS
M
AI
N
" G
AS
M
AI
N
" G
AS
M
AI
N
W
IT
H F
IB
ER
L
IN
E
" G
AS
M
AI
N
W
IT
H
FI
BE
R
LI
NE
" G
AS
M
AI
N
" G
AS
M
AI
N
STREAM BUFFER
STREAM BUFFER
CEMETERY
ENTRANCE
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
' P
LA
NT
AT
IO
N
PI
PE
L
IN
E
CO
M
PA
NY
E
AS
EM
EN
T
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
M :\2
3\
2.
A
- S al is bu ry
C em et er y\ D ra w in gs
\1
C
D \2
B or in g.
dw g
3/
/2
:4 4:
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
2024-07-26
876CM3025
E
F
RTNBJK
ASI #1 2025-03-101
S. McCoy Rd. and Old Wilkesboro Rd. , Salisbury, NC 28144
BORING LOCATION B-1
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
' P
LA
NT
AT
IO
N
PI
PE
L
IN
E
CO
M
PA
NY
E
AS
EM
EN
T
' P
LA
N
TA
TI
O N
P
IP
E
LI
N E
C O
M
PA
N Y
EA
SE
M
EN
T
' P
LA
NT
AT
IO
N
PI
PE
L
IN
E
CO
M
PA
NY
E
AS
EM
EN
T
30' SANITARYSEWER EASEMENT
30' SANITARY
SEWER EASEMENT
' S
ANIT
ARY
SEW
ER E
ASEMENT
20' SANITARY
SEWER EASEMENT
' S
ANITARY
SEWER EASEMENT
' S
AN
IT
AR
Y
SE
W
ER
E
AS
EM
EN
T
SO
U
TH
M
C C
O Y R
D
(N C
SR
#2172)
50' PU
BLIC
R /W
SO
U
TH
M
C C
O Y R
D
(N C
SR
#2172)
50' PU
BLIC
R /W
OLD WILKESBORO RD.
(NCSR #1703)60' PUBLIC R/W
" G
AS
M
AI
N
" G
AS
M
AI
N
" G
AS
M
AI
N
W
IT
H F
IB
ER
L
IN
E
" G
AS
M
AI
N
W
IT
H
FI
BE
R
LI
NE
" G
AS
M
AI
N
" G
AS
M
AI
N
STREAM BUFFER
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
678679
66566
680679
671 670 669 668
681 682
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
678679
66566
680679
671 670 669 668
681 682
T
ALL WORK DONE IN THE EASEMENT
SHALL BE COORDINATED WITH
PLANTATION PIPELINE
ALL WORK DONE IN THE EASEMENT
SHALL BE COORDINATED WITH
PLANTATION PIPELINE
ALL WORK DONE IN
THE EASEMENT SHALL
BE COORDINATED WITH
PLANTATION PIPELINE
ALL WORK DONE IN
THE EASEMENT SHALL
BE COORDINATED WITH
PLANTATION PIPELINE
1 2
22 23
26 27
63 64
CD CD CD
CD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
D D
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
KEY PLAN NOT TO SCALE
NORTH
AREA A - CG102 AREA B - CG 103
AREA C - CG104
EROSION CONTROL PLAN
CG101
SITE ANALYSIS:
TOTAL AREA OF SITE 30.26 ACRES
AREA DISTURBED 10.61 ACRES
AREA TO BE ROOFED OR PAVED 2.21 ACRES
AREA TO BE VEGETATIVELY STABILIZED 8.38 ACRES
LONGITUDE: 80° 29' 36.38" W
LATITUDE: 35° 41' 01.05" N
RECEIVING WATER: GRANTS CREEK, PART OF THE YADKIN RIVER WATERSHED.
NO WETLANDS WILL BE IMPACTED BY THIS PROJECT.
SOILS ON SITE INCLUDE:
CeB2 - CECIL SANDY CLAY LOAM, 2 - 8% SLOPES CeC2 - CECIL SANDY CLAY LOAM, 8 - 15% SLOPES CfB - CECIL-URBAN LAND COMPLEX, 2 - 8% SLOPES ChA - CHEWACLA LOAM, 0 - 2% SLOPES HeB - HELENA SANDY LOAM, 1 - 6% SLOPES Ud - UDORTHENTS, LOAMY Uf - URBAN LAND WaA - WARNE LOAM, 0 - 2% SLOPES
GROUND STABILIZATION TABLE
SITE AREA DESCRIPTION STABILIZATION TIME
FRAME STABILIZATION TIME FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES, AND
SLOPES
7 DAYS NONE
HIGH QUALITY WATER
(HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN
3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50 FEET IN
LENGTH.
ALL OTHER AREAS WITH
SLOPES FLATTER THAN
4:1
14 DAYS NONE (EXCEPT FOR PERIMETERS AND HQW ZONES)
EROSION CONTROL NOTES
1. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE PROVISIONS OF THE NORTH
CAROLINA SEDIMENTATION CONTROL ACT OF 1973.
2. ALL WORK MUST MEET OR EXCEED THE STANDARDS FOUND IN THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (MAY 2013).
3. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED AT LEAST WEEKLY AND AFTER EACH 0.5" RAIN EVENT. CORRECTIVE MEASURES SHALL BE TAKEN IMMEDIATELY, INSPECTION
RECORDS AND RAIN GAUGE SHALL BE KEPT ON SITE.
4. PER NCGS 113A-54.1CONTRACTORS CONDUCTING LAND-DISTURBING ACTIVITIES LARGER THAN ONE ACRE MUST INSPECT THEIR PROJECT AFTER EACH PHASE OF THE PROJECT, AND DOCUMENT THE INSPECTION IN WRITING. THE REQUIREMENT APPLIES TO ALL PROJECTS. THE PHASES ARE: 1) INSTALLATION OF PERIMETER E&S CONTROL MEASURES. 2) CLEARING AND GRUBBING OF EXISTING GROUND COVER. 3) COMPLETION OF ANY PHASE OF GRADING OF SLOPE OR FILLS. 4) INSTALLATION
OF STORM DRAINAGE FACILITIES. 5) COMPLETION OF CONSTRUCTION. 6) ESTABLISHMENT OF
PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING THE SELF INSPECTION AND MAINTAIN THE
MONITORING RECORDS FOR LAND DISTURBING ACTIVITIES UNDER THE STORMWATER GENERAL
PERMIT NCG0100000 IN ACCORDANCE TO G.S. 113A-54.1.
6. A COPY OF THE APPROVED PLAN, CERTIFICATE OF APPROVAL AND LETTER OF APPROVAL, NPDES PERMIT AND A MINIMUM OF 30 DAYS SELF INSPECTION REPORTS SHALL BE KEPT ON SITE AND BE
MADE AVAILABLE UPON REQUEST.
7. ALL BARE SOILS ARE TO BE STABILIZED UNDER THE CONDITIONS IN THE CURRENT NPDES PERMIT OR
IF IN A CRITICAL AREA BY THE END OF THE DAY.
8. ALL SEDIMENT THAT ENTERS TRAVEL WAYS MUST BE CLEANED USING DRY METHODS. NO WASHING
OR HOSING OFF SEDIMENT INTO STORM DRAINS. IF POWERWASHING FOR ANY PORTION OF THE
PROJECT IS REQUIRED ONLY PLAIN WATER IS ALLOWED AND MUST BE COLLECTED AND TREATED IN
APPROVED WATER COLLECTION DEVISES.
9. ANY DE-WATERING OF THE SITE IS TO BE PUMPED INTO SEDIMENT BAGS TO ALLOW FOR INFILTRATION INTO THE EXISTING GROUND. DE-WATERING INTO EXISTING STORM SEWER OR SANITARY SEWER
SYSTEM IS NOT ALLOWED. DO NOT PLACE SEDIMENT BAGS OVER STORM DRAIN INLETS.
10. ALL SOIL BROUGHT OR STORED ON TO THE SITE AND NOT IMMEDIATELY SPREAD AND COMPACTED
SHALL BE COVERED EACH NIGHT TO PREVENT SATURATION, WIND BLOW, AND RUNOFF.
11. RECYCLING ITEMS AND GARBAGE ARE TO BE COLLECTED DAILY AND DISPOSED OF PROPERLY OFFSITE. SPILLS ARE TO BE CLEANED UP IMMEDIATELY. SEE SPECIFICATION SECTION 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS AND SECTION 02 41 10 DEMOLITION AND SITE CLEARING FOR DISPOSAL RECORD KEEPING REQUIREMENTS FOR LANDFILL AND RECYCLING TRIP TICKETS FOR
CONSTRUCTION WASTE.
12. UTILITY TRENCHES SHOULD BE PHASED TO DECREASE THE AMOUNT OF GROUND DISTURBANCE TO THE MINIMUM AMOUNT PRACTICAL EXCAVATION SHOULD BE LIMITED TO THE AMOUNT OF WORK THAT CAN BE COMPLETED IN A DAY OR TWO. BERMS SHALL BE CONSTRUCTED TO PREVENT WATER FROM RUNNING INTO EXCAVATIONS. AS SECTIONS OF CONSTRUCTION AND UTILITIES ARE INSTALLED OR REMOVED TEMPORARY COVER SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF
THIS DOCUMENT.
13. ALL EROSION AND SEDIMENT MEASURES MUST BE MAINTAINED DURING THE ENTIRETY OF THE PROJECT DURATION AND IF ADDITIONAL MEASURES ARE DEEMED TO BE NEEDED OR REQUIRED SUCH
MEASURES ARE TO BE INSTALLED.
14. THE CONTRACT SHALL NOTIFY NORTH CAROLINA 811 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING ANY WORK. SPECIAL CONDITIONS APPLY TO CROSSING AND WORKING IN THE PLANTATION
PIPELINE EASEMENT INCLUDING GRADING AND SILT FENCE CONSTRUCTION. CONTACT AND
COORDINATE WORK WITH EUGENE FLEMISTER 704-582-9739 AT NO ADDITIONAL COST TO THE
GOVERNMENT.
15. ALL TREES AND STUMPS AND ROOTS REMOVED DURING CONSTRUCTION SHALL BE DISPOSED OF
OFFSITE. BURNING IS NOT PERMITTED.
16. CONTRACTOR SHALL USE WATTLES IN PLACE OF SILT FENCE IN AREAS OF TREE PROTECTION TO NOT
DISTURB THE TREE ROOTS.
SEQUENCE OF CONSTRUCTION:
1. CONDUCT A PRE CONSTRUCTION MEETING WITH NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY PRIOR TO BEGING
WORK. THE MOORESVILLE REGIONAL OFFICE PHONE NUMBER IS 704-235-2100.
2. INSTALL STABILIZED CONSTRUCTION ENTRANCE AT THE LOCATIONS SHOWN ON THE PLANS.
3. INSTALL TREE PROTECTION FENCE AND PERIMETER CONTROLS, CLEAR ONLY THE AREA NEEDED TO INSTALL EROSION CONTROL
MEASURES.
4. CONSTRUCT TEMPORARY SEDIMENT SKIMMER BASINS AND DIVERSION DITCHES THAT DRAIN TO THEM.
5. CONTACT NC DEQ FOR AN INSPECTION ONCE EROSION CONTROL DEVICES HAVE BEEN INSTALLED.
6. CLEAR AND GRUB THE REMAINING AREA REMOVING TREES, BRUSH, AND VEGETATION. STRIP AND STOCKPILE TOPSOIL IN THE LOCATION SHOWN ON THE PLANS. SURROUND THE STOCKPILE WITH SILT FENCE AND TEMPORARY SEED THE STOCKPILE.
7. CONSTRUCT TEMPORARY GAS PIPE LINE CONSTRUCTION CROSSING AS SHOWN ON THE PLANS. CONTACT PLANTATION PIPELINE STAFF PRIOR TO DOING WORK FOR THE CROSSING. CONTRACTOR SHALL FOLLOW THE CONDITIONS SET FORTH IN THE
ENCROACMENT AGREEMENT FOR THE PIPELINE CROSSING.
8. BEGIN MASS GRADING THE SITE INCLUDING EXCAVATION AND COMPACTION FOR THE RESTROOM AND MATERIAL & VEHICLE STORAGE BUILDING, THE PRECAST BURIAL CRYPTS, AND FILLING FOR THE ROAD AND COLUMBARIUM CONSTRUCTION. STABILIZE
WITH TEMPORARY SEEDING.
9. PLACE STONE AGGREGATE BASE AND UNDERDRAIN SYSTEM FOR THE BURIAL SECTION. INSTALL PRECAST BURIAL VAULTS.
10. CONSTRUCT CATCH BASINS, MANHOLES, AND STORM SEWER PIPING.
11. INSTALL STREAM BULKHEAD AND BYPASS PUMP AROUND FOR CULVERT FOUNDATION CONSTRUCTION. PLACE PRECAST CULVERT SECTIONS AND HEADWALL AND END WALL SEGMENTS. BACK FILL AROUND CULVERT. REMOVE BULKHEAD AND BYPASS PUMPING
EQUIPMENT ONCE THE CULVERT IS IN PLACE.
12. INSTALL WATER SERVICE TO RESTROOM BUILDING AND IRRIGATION SERVICE TO CONTROLLER.
13. INSTALL SANITARY SEWER SERVICE TO RESTROOM BUILDING.
14. PLACE STONE AGGREGATE BASE AND CONCRETE CURB AND GUTTER FOR ROAD.
15. BEGIN CONSTRUCTION FOR THE COLUMBARIUM, RESTROOM BUILDING AND MATERIALS & VEHICLE STORAGE BUILDING.
16. ONCE THE SITE HAS REACHED 75% GROUND COVER, CONTACT NC DEQ FOR INSPECTION. AFTER APPROVAL REMOVE THE
TEMPORARY SEDIMENT SKIMMER BASINS.
17. REMOVE ACCUMULATED SEDIMENT FROM THE SEDIMENT BASINS AND REGRADE TEMPORARY SEDIMENT SKIMMER BASINS AND TEMPORARY DIVERSION DITCHES ONCE THE SITE IS STABILIZED. CONVERT THE TEMPORARY SEDIMENT BASIN TO A PERMANENT
STORMWATER BASIN.
18. INSTALL PERIMETER FENCING, GATES AND ENTRANCE MONUMENT SIGN.
19. INSTALL ASPHALT BASE COURSE FOR ROAD AND CONCRETE SIDEWALKS.
20. FINE GRADE THE SITE AND PREPARE IT FOR FINAL LANDSCAPING.
21. PLACE TOP SOIL, INSTALL SOD OR PERMANENT SEEDING TO ALL EXPOSED AREAS.
22. REMOVE REMAINING EROSION CONTROL DEVICES ONCE THE SITE HAS REACHED FINAL STABILIZATION.
23. INSTALL TOP COAT OF ASPHALT PAVEMENT AND PAVEMENT STRIPING.
VA FORM 08 - 6231
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Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER
KCI Technologies Inc.
(302) 731-9176
MEP ENGINEER
Arium AE 410-730-2300
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, Inc.
(970) 372-6104
BID SET
Salisbury National Cemetery Annex II
Salisbury National Cemetery
2024-07-26
876CM3025
E
F
RTNBJK
ASI #1 2025-03-101
S. McCoy Rd. and Old Wilkesboro Rd. , Salisbury, NC 28144
1 1 1
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UTILITIES
50' PIPELINE
EASEMENT:
PLANTATION
PIPELINE
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674.90
66566
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IP
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IP
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IP
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AREA
UNDISTURBED
AREA
UNDISTURBED
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UNDISTURBED
AREA
UNDISTURBED
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SALISBURY-ROWAN
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IP
ALL WORK DONE IN THE EASEMENT
SHALL BE COORDINATED WITH
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ALL WORK DONE IN
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1 2
CD CD CD
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DD
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CG501
CG501
CG502
CG502
CG501
CG501
CG502
CG501
CG501
CG501
CG501
CG501
CG502
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RIP RAP
10'W x 20'L x 3'D
NCDOT CLASS 2
RIP RAP
10'W x 20'L x 3'D
NCDOT CLASS 2
RIP RAP
10'W x 20'L x 3'D
NCDOT CLASS 2
RIP RAP
10'W x 20'L x 3'D
CG502
CG503NCDOT CLASS 1
RIP RAP
20'W x 14'L x 2'D
CG502
CG501
CG501
CG501
CG502
CG501
CG501
CG501
CG501
CG501
CG501
CG502
CG502
CG5014
CG501
CG501
CG501
CG501
LEGEND
PROPERTY LINE
EXIST. CONTOUR
PROP. CONTOUR
LIMIT OF DISTURBANCE
SILT FENCE
100 YEAR FLOOD PLAIN
500 YEAR FLOOD PLAIN
TEMPORARY DIVERSION DITCH
CLEAN WATER DIVERSION DITCH
CONSTRUCTION ENTRANCE
INLET PROTECTION
CHECK DAM
ROLLED EROSION
CONTROL PRODUCT
BAFFLE
SILT FENCE OUTLET
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NORTH
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VA FORM 08 - 6231
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B
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A
B
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER
KCI Technologies Inc.
(302) 731-9176
MEP ENGINEER
Arium AE 410-730-2300
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, Inc.
(970) 372-6104
BID SET
Salisbury National Cemetery Annex II
Salisbury National Cemetery
2024-07-26
876CM3025
E
F
RTNBJK
ASI #1 2025-03-101
S. McCoy Rd. and Old Wilkesboro Rd. , Salisbury, NC 28144
1 1
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RIP RAP
24'W x 12'L x 2'D
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CG501
CG501
CG502
MATTING DETAIL
CG501
CG501
CG501
LEGEND
PROPERTY LINE
EXIST. CONTOUR
PROP. CONTOUR
LIMIT OF DISTURBANCE
SILT FENCE
100 YEAR FLOOD PLAIN
500 YEAR FLOOD PLAIN
TEMPORARY DIVERSION DITCH
CLEAN WATER DIVERSION DITCH
CONSTRUCTION ENTRANCE
INLET PROTECTION
CHECK DAM
ROLLED EROSION
CONTROL PRODUCT
BAFFLE
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DD
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NORTH
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EROSION CONTROL PLAN
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BASIN 3
VA FORM 08 - 6231
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL/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
2024-07-26
876CM3025
E
F
RTNBJK
ASI #1 2025-03-101
S. McCoy Rd. and Old Wilkesboro Rd. , Salisbury, NC 28144
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S
S
S
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660 660
650655
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5 65
655 650
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ZONE AE
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ZONE AE
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AREA 2
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AREA 3
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TIME OF
CONCENTRATION ROUTE
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NORTH
PRE DEVELOPMENT
STORMWATER PLAN
CD101
STORMWATER GENERAL NOTES
1. SEE SHEET CD102 FOR POST DEVELOPED DRAINAGE AREA MAP.
PROPERTY LINE
EASEMENT LINE
EXISTING CONTOUR
PROPOSED CONTOUR
TREE LINE
SANITARY SEWER
SANITARY MANHOLE
WATER LINE
FIRE HYDRANT
OVERHEAD UTILITY LINES
UTILITY POLE
UNDERGROUND ELECTRIC
PETROLEUM LINES
FIBER OPTIC LINES
STORM SEWER PIPE
CATCH BASIN/INLET
STORM MANHOLE
UNDERDRAIN
STORM COLLECTOR
CLEAN OUT
STORMWATER
STRUCTURE
TIME OF CONCENTRATION
LINE
DRAINAGE AREA LINE
S
D
CO-16
LEGEND
STORMWATER NARRATIVE
THIS SITE IS COMPRISES THREE DRAINAGE AREAS. AREA 3 IS
NORTH OF THE UNNAMED STREAM AND DRAINS TO THE SOUTH
TO THE UNNAMED STREAM. AREA 2 IS BETWEEN THE RAILROAD
TRACKS AND THE UNNAMED STREAM AND DRAINS TO THE
NORTH TO THE STREAM. AREA 1 IS BETWEEN THE RAILROAD
TRACKS AND THE UNNAMED STREAM BUT DRAINS TO THE EAST.
STORMWATER CALCULATIONS WERE DONE FOR EACH AREA AND
THEN THEY WERE ROUTED TO THE COMMON ANALYSIS POINT
WHERE THEY ALL MEET TOGETHER. IT IS AT THIS POINT THAT
THE PRE DEVELOPED FLOW RATES ARE COMPARED TO THE
POST DEVELOPED FLOW RATES. A STORMWATER BASIN WAS
DESIGNED TO DETAIN THE STORMWATER RUNOFF RESULTING
FROM DEVELOPMENT SO THAT THE STORMWATER RUNOFF
RATES IS EQUAL TO OR LESS THAN THE PRE DEVELOPED RATE
AT THE COMMON ANALYSIS POINT.
VA FORM 08 - 6231
A
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2.
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C em et er y\ D ra w in gs
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P la n.
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4:
A M
B
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A
B
C
D
E
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER
KCI Technologies Inc.
(302) 731-9176
MEP ENGINEER
Arium AE 410-730-2300
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
IRRIGATION DESIGNER
Aqua Engineering, Inc.
(970) 372-6104
BID SET
Salisbury National Cemetery Annex II
Salisbury National Cemetery
2024-07-26
876CM3025
E
F
RTNBJK
ASI #1 2025-03-101
S. McCoy Rd. and Old Wilkesboro Rd. , Salisbury, NC 28144
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
IRCV
IRCV
IRCV
IRCV
IRCV
IRCV
IRCV
IRCV
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
D
D
STREAM BUFFER
W
W
W
W
T
AREA 3
3.71 AC.
CN 61
AREA 2
12.19 AC.
CN 62
TIME OF CONCENTRATION DIRECT ROUTE
TIME OF CONCENTRATION ROUTE
TIME OF
CONCENTRATION ROUTE
UNNAMED STREAM TRAVEL R
OUTE
AREA 1
18.00 AC.
CN 62
STR
EAM
TR
AVEL R
O U
TE
COMMON
ANALYSIS
POINT
TIME OF CONCENTRATION POND ROUTE
TI
M
E
OF
C
ON
CE
NT
RA
TI
ON
P
ON
D
RO
UT
E
KEY PLAN NOT TO SCALE
NORTH
POST DEVOPMENT
STORMWATER PLAN
CD102
STORMWATER GENERAL NOTES
1. SEE SHEET CD101 FOR PRE DEVELOPED DRAINAGE AREA MAP.
LEGEND
STORMWATER NARRATIVE
THIS SITE IS COMPRISES THREE DRAINAGE AREAS. AREA 3 IS
NORTH OF THE UNNAMED STREAM AND DRAINS TO THE SOUTH
TO THE UNNAMED STREAM. AREA 2 IS BETWEEN THE RAILROAD
TRACKS AND THE UNNAMED STREAM AND DRAINS TO THE
NORTH TO THE STREAM. AREA 1 IS BETWEEN THE RAILROAD
TRACKS AND THE UNNAMED STREAM BUT DRAINS TO THE EAST.
STORMWATER CALCULATIONS WERE DONE FOR EACH AREA AND
THEN THEY WERE ROUTED TO THE COMMON ANALYSIS POINT
WHERE THEY ALL MEET TOGETHER. IT IS AT THIS POINT THAT
THE PRE DEVELOPED FLOW RATES ARE COMPARED TO THE
POST DEVELOPED FLOW RATES. A STORMWATER BASIN WAS
DESIGNED TO DETAIN THE STORMWATER RUNOFF RESULTING
FROM DEVELOPMENT SO THAT THE STORMWATER RUNOFF
RATES IS EQUAL TO OR LESS THAN THE PRE DEVELOPED RATE
AT THE COMMON ANALYSIS POINT.
VA FORM 08 - 6231
A
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2.
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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
2024-07-26
876CM3025
E
F
RTNBJK
ASI #1 2025-03-101
S. McCoy Rd. and Old Wilkesboro Rd. , Salisbury, NC 28144
PROPERTY LINE
EASEMENT LINE
EXISTING CONTOUR
PROPOSED CONTOUR
TREE LINE
SANITARY SEWER
SANITARY MANHOLE
WATER LINE
FIRE HYDRANT
OVERHEAD UTILITY LINES
UTILITY POLE
UNDERGROUND ELECTRIC
PETROLEUM LINES
FIBER OPTIC LINES
STORM SEWER PIPE
CATCH BASIN/INLET
STORM MANHOLE
UNDERDRAIN
STORM COLLECTOR
CLEAN OUT
STORMWATER
STRUCTURE
TIME OF CONCENTRATION
LINE
DRAINAGE AREA LINE
S
D
CO-16
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
678679
66566
680679
671 670 669 668
681 682
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' P
LA
NT
AT
IO
N
PI
PE
L
IN
E
CO
M
PA
NY
E
AS
EM
EN
T
30' SANITARYSEWER EASEMENT
30' SANITARY
SEWER EASEMENT
' S
ANIT
ARY
SEW
ER E
ASEMENT
20' SANITARY
SEWER EASEMENT
' S
ANITARY
SEWER EASEMENT
' S
AN
IT
AR
Y
SE
W
ER
E
AS
EM
EN
T
SO
U
TH
M
C C
O Y R
D
(N C
SR
#2172)
50' PU
BLIC
R /W
SO
U
TH
M
C C
O Y R
D
(N C
SR
#2172)
50' PU
BLIC
R /W
OLD WILKESBORO RD.
(NCSR #1703)60' PUBLIC R/W
" G
AS
M
AI
N
" G
AS
M
AI
N
" G
AS
M
AI
N
W
IT
H F
IB
ER
L
IN
E
" G
AS
M
AI
N
W
IT
H
FI
BE
R
LI
NE
" G
AS
M
AI
N
" G
AS
M
AI
N
STREAM BUFFER
C P106
C P105
18" HDPE
15" RCP
15" RCP
15" RCP
" R
CP
15" RCP
15" RCP
24" RCP
15" RCP
" R
CP
15" RCP
" R
CP
15" R
CP
15" RCP
15" R
CP
15" RCP
15" R
CP15" R
CP
12" RCP
" H
D
PE
24" RCP
15" RCP
24" R
CP
24" RCP
24" RCP
" R
C P
12" RCP
" H
DPE
R100.00
S1 9° '1 3" W
CP102
CP103
CP104
CP105
SD
DI3
SD
CB4
SD
CB6
SD
CB5
SD
FE2
SD
CB18
SD
CB19
SD
MH2
SD
CB8
SD
CB7
SD
CB16
SD
CB17
SD
MH1
SD
CB9
SD
CB10
SD
CB14
SD
CB15
SD
CB12
SD
CB13
SD
FE6SD
CB1
SD
CB2
SD
DI4
SD
DI2
SD
FE7
SD
CB11
SD
MH5
SD
MH4
SD
CB3
SD
FE1
SD
FE4
SD
FE3
SD
MH6
SD
MH7
SD
DI5
CP104
CP103
12" R
CP
" R
C P
SD
FE5
Roadway Curve DATA
NO.
C1
C2
C3
C4
C5
C6
C7
FROM
1+56.42
3+91.42
6+71.63
11+47.90
15+22.74
16+38.87
18+49.18
TO
2+67.42
5+64.41
11+47.90
15+22.74
16+38.87
18+49.18
21+57.66
Δ
063°36'11"
099°07'10"
129°56'41"
133°54'53"
071°33'04"
030°02'58"
143°41'38"
RADIUS
100.00'
100.00'
210.00'
160.37'
93.00'
401.00'
123.00'
TANGENT
62.01'
117.33'
449.78'
377.04'
67.01'
107.63'
375.14'
LENGTH
111.01'
173.00'
476.27'
374.84'
116.14'
210.31'
308.48'
CHORD BEARING
& LENGTH
S53°27'41"E 105.40'
S71°13'10"E 152.22'
S55°48'24"E 380.56'
S57°47'30"E 295.16'
N19°28'32"E 108.74'
N01°16'31"W 207.91'
N58°05'51"W 233.76'
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
STORM MANHOLE
CATCH BASIN/INLET
UNDERGROUND
COMMUNICATIONS
STORM PIPE
STORMWATER
STRUCTURE SD
MH1
STRUCTURE SCHEDULE
NO.
CB1
CB2
CB3
CB4
CB5
CB6
CB7
CB8
CB9
CB10
CB11
CB12
CB13
CB14
CB15
CB16
CB17
CB18
CB19
TYPE SIZE IN
15"
18"
18" 12"
15"
15"
15"
15" 15"
24" 15"
15" 15"
15" 15"
15"
INV IN
661.13
670.91
670.66 671.16
674.68
680.59
674.96
674.49 675.05
671.93 673.08
673.39 673.14
677.28 677.02
685.34
SIZE OUT
15"
15"
18"
24"
15"
15"
15"
15"
15"
15"
15"
24"
15"
24"
15"
15"
15"
15"
15"
INV OUT
661.62
661.13
670.91
670.16
674.80
674.68
680.92
680.59
674.96
675.31
674.49
671.93
673.35
672.64
673.39
675.27
677.28
685.34
685.61
TOP ELEV
666.18
666.17
674.04
674.04
679.36
679.37
685.63
685.62
680.28
679.90
679.90
677.86
677.86
677.89
677.89
681.99
681.97
690.22
690.19
STATION
3+34.29
3+34.30
4+92.82
4+92.70
7+53.98
7+53.91
14+66.01
14+65.98
15+98.13
16+39.92
16+39.98
18+78.29
18+78.30
20+13.84
20+13.85
21+39.44
21+39.37
9+96.96
9+96.64
OFFSET
12.35' RT
12.33' LT
12.30' RT
12.35' LT
12.34' RT
12.33' LT
12.36' LT
12.31' RT
12.31' RT
12.34' LT
12.32' RT
12.33' RT
12.26' LT
12.33' RT
12.34' LT
12.35' RT
12.32' LT
12.34' LT
12.32' RT
STRUCTURE SCHEDULE
NO.
DI2
DI3
DI4
DI5
FE1
FE2
FE3
FE4
FE5
FE6
FE7
MH1
MH2
MH4
MH5
MH6
MH7
TYPE SIZE IN
12"
15"
15"
15"
24"
24"
24"
12"
15"
15"
15"
24"
12"
12"
INV IN
669.10
660.69
674.51
671.00
671.12
668.66
669.99
668.02
673.24
682.77
660.82
671.65
671.60
672.14
SIZE OUT
12"
18"
12"
12"
15"
15"
15"
24"
12"
12"
INV OUT
669.10
671.06
671.26
672.50
673.14
682.77
660.82
671.65
671.60
672.14
TOP ELEV
672.10
674.00
673.66
676.00
662.21
676.03
673.38
673.49
671.03
672.37
669.54
680.33
688.07
666.21
678.55
676.61
677.94
STATION
4+64.52
4+99.68
4+68.27
6+28.79
3+12.99
7+53.91
17+13.36
17+34.25
16+07.66
4+62.43
3+76.87
17+02.17
22+91.79
3+34.16
18+52.74
5+92.44
5+92.44
OFFSET
30.63' RT
40.95' RT
109.11' RT
76.50' RT
41.12' LT
39.39' LT
84.98' RT
100.45' RT
150.04' RT
36.81' LT
35.17' RT
17.39' RT
6.00' RT
27.81' LT
58.02' RT
17.60' LT
76.50' RT
KEY PLAN NOT TO SCALE
NORTH
ROADWAY PLAN AND PROFILE VIEW
CP101
ROADWAY NOTES
1. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF
SALISBURY FOR ALL WORK DONE IN THE PUBLIC RIGHT OF WAY.
2. PIPE LENGTH IS A HORIZONTAL MEASUREMENT OF STRUCTURE
TO CENTER OF STRUCTURE
3. CATCH BASIN RIM ELEVATIONS ARE PROVIDED AT THE CENTER
OF THE STRUCTURE AT THE BACK OF THE CURB
4. RADII MEASUREMENTS ARE FROM THE BACK OF THE CURB
LEGEND
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
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R oa dw ay
P la n an d Pr of ile
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/2
1:
:5
PM
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
2024-07-26
876CM3025
E
F
RTNBJK
ASI #1 2025-03-101
S. McCoy Rd. and Old Wilkesboro Rd. , Salisbury, NC 28144
PRECAST CATCH BASIN
PRECAST CATCH BASIN
PRECAST CATCH BASIN
PRECAST CATCH BASIN
PRECAST CATCH BASIN
PRECAST CATCH BASIN
PRECAST CATCH BASIN
PRECAST CATCH BASIN
PRECAST CATCH BASIN
PRECAST CATCH BASIN
PRECAST CATCH BASIN
PRECAST CATCH BASIN
PRECAST CATCH BASIN
PRECAST CATCH BASIN
PRECAST CATCH BASIN
PRECAST CATCH BASIN
PRECAST CATCH BASIN
PRECAST CATCH BASIN
PRECAST CATCH BASIN
PRECAST DROP INLET
PRECAST DROP INLET
PRECAST DROP INLET
PRECAST DROP INLET
FLARED END SECTION
PRECAST MANHOLE
PRECAST MANHOLE
PRECAST MANHOLE
PRECAST MANHOLE
PRECAST MANHOLE
PRECAST MANHOLE
FLARED END SECTION
FLARED END SECTION
FLARED END SECTION
FLARED END SECTION
FLARED END SECTION
FLARED END SECTION
1+00 2+00 3+00 4+00 5+00
4.
4.
3.
1.
0.
9.
8.
6.
6.
6.
7.
8.
0.
1.
3.
4.
5.
2.
3.
1.
9.
8.
7.
6.
4.
4.
7.
4.
5.
6.
9.
1.
2.
2.
2.
3.
2.00%
-5.20% 6.86%
PVI STA = 1+49.60
PVI ELEV = 674.54'
A.D. = -7.20% K = 6.94 e = 0.45
50.00' VC
BV
C
S 1+
.6
BV
C E
4.
EV
C
S 1+
.6
EV
C E
3.
HIGH POINT ELEV = 674.18'
HIGH POINT STA = 1+38.49
PVI STA = 4+91.55
PVI ELEV = 674.74'
A.D. = -5.06% K = 19.77 e = 0.63
100.00' VC
BV
C
S 4+
.5
BV
C E
1.
EV
C
S 5+
.5
EV
C E
5.
PVI STA = 3+42.36
PVI ELEV = 664.51'
A.D. = 12.06% K = 10.00 e = 1.82
120.58' VC
LOW POINT ELEV = 666.30'
LOW POINT STA = 3+34.07
BV
C
S 2+
.0
BV
C E
7.
EV
C
S 4+
.6
EV
C E
8.
SD
CB4
RIM ELEV
674.04
STA 4+92.70
OFFSET 12.35' LT
INV IN 670.66 (18" RCP) (S)
INV OUT 670.16 (24" RCP) (NW)
INV IN 671.16 (12" RCP) (E)
EXISTING 10"
SANITARY SEWER
STA 3+95.25
INV 663.20
25.00 LF - 15" RCP @ 0.50%
SD
CB2
RIM ELEV
666.17
STA 3+34.30
OFFSET 12.33' LT
INV IN 661.13 (15" RCP) (W)
INV OUT 661.13 (15" RCP) (E)
SD
DI2
RIM ELEV
672.10
STA 4+64.52
OFFSET 30.63' RT
INV OUT 669.10 (12" RCP) (NW)
INV IN 669.10 (12" HDPE) (S)
668 667 666
HP
674.90
673672
666665
S
GAS MARKER
' S
AN
IT
AR
Y
SE
W
ER
E
AS
EM
EN
T
SO
UTH M
CCO
Y RD.
(NCSR #2172)
50' PUBLIC R/W
" G
AS
M
AI
N
1+00
2+00
3+00
4+00 5+00
6+
7+
+50
+50
+50
+50
+5
+5
C1
C2
S85 °15
'47" E
156.42'
S21°39'35"E 123.99'
N5 9° '15
"E
7.
18" HDPE
FL
FL
" R
CP
" R
CP
STA 6+73.83
OFF 0.00
12" RCP
" H
D
PE
24" RCP
ELEV 674.18
HP STA 1+38.49
ELEV 666.30
LP STA 3+34.07
PC STA
1+56.42
PC
S
TA
3+
.4
PC STA
6+71.63
PT
S
TA
2+
.42
PT STA
5+64.41
M
ID
S
TA
2+
.9
M
ID
S
TA
4+
.9
15" RCP
12" RCP
" H
DP
E
R24'STA 1+09.58
BEGIN
CONSTRUCTION
R100.00
S1 9° '1 3" W
DRIVEWAY
INTERSECTION
STA 4+52.56
R15'
EXISTING
DRAINAGE
EASEMENT
SD
DI3
SD
CB4
SD
CB5
SD
FE6
SD
CB1
SD
CB2
SD
DI2
SD
FE7
SD
MH4
SD
CB3
SD
FE1
SD
MH6
SD
MH7
SD
DI5
" R
CP
18" RCP
Roadway Curve DATA
NO.
C1
C2
C3
C4
C5
C6
C7
FROM
1+56.42
3+91.42
6+71.63
11+47.90
15+22.74
16+38.87
18+49.18
TO
2+67.42
5+64.41
11+47.90
15+22.74
16+38.87
18+49.18
21+57.66
Δ
063°36'11"
099°07'10"
129°56'41"
133°54'53"
071°33'04"
030°02'58"
143°41'38"
RADIUS
100.00'
100.00'
210.00'
160.37'
93.00'
401.00'
123.00'
TANGENT
62.01'
117.33'
449.78'
377.04'
67.01'
107.63'
375.14'
LENGTH
111.01'
173.00'
476.27'
374.84'
116.14'
210.31'
308.48'
CHORD BEARING
& LENGTH
S53°27'41"E 105.40'
S71°13'10"E 152.22'
S55°48'24"E 380.56'
S57°47'30"E 295.16'
N19°28'32"E 108.74'
N01°16'31"W 207.91'
N58°05'51"W 233.76'
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
STORM MANHOLE
CATCH BASIN/INLET
UNDERGROUND
COMMUNICATIONS
STORM PIPE
STORMWATER
STRUCTURE SD
MH1
ROADWAY PLAN AND PROFILE VIEW
CP102
KEY PLAN NOT TO SCALE
NORTH
PROPOSED FINISH
GRADE
EXISTING GROUND
LINE CP102
MATCH CP103
C
L M cC O
Y R
O
AD
ROADWAY NOTES
1. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF
SALISBURY FOR ALL WORK DONE IN THE PUBLIC RIGHT OF WAY.
2. PIPE LENGTH IS A HORIZONTAL MEASUREMENT OF STRUCTURE
TO CENTER OF STRUCTURE
3. CATCH BASIN RIM ELEVATIONS ARE PROVIDED AT THE CENTER
OF THE STRUCTURE AT THE BACK OF THE CURB
4. RADII MEASUREMENTS ARE FROM THE BACK OF THE CURB
LEGEND
PRECAST CONCRETE
17' x 6'-8" CULVERT
CULVERT
FOUNDATION
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
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R oa dw ay
P la n an d Pr of ile
.d w g 3/
/2
1:
:1
PM
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…
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