S02_Attachment-15_Plans_916CM3017_Part13.pdf
PDF 11 MB Posted
- Solicitation number
- 36C78620B0019
About this file
This document package includes construction drawings and specifications for a federal contract opportunity to expand burial sites at the Dallas-Fort Worth National Cemetery. The drawings show details of the proposed site expansion, including locations and dimensions of new burial sections, roads, drainage and utility infrastructure. Product and service requirements include excavation and burial plots for over 10,000 pre-placed crypts and in-ground cremain sites, as well as related site work. The opportunity is associated with solicitation 36C78620B0019 issued by the Department of Veterans Affairs for the 916CM3017 project. The estimated period of performance is unspecified. Pricing, terms, and conditions will be detailed in the full solicitation available via the VA's eCMS portal, with bids due as IFB submissions through that system.
View the file
Other files
Show all 33
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SECTION 47
SECTION 46
SECTION 48
SECTION 51
SECTION 53
SECTION 52
SECTION 50
SECTION 49
6"
6"
6"
6"
6"
6"6"
6"
6"
6"
6" 6"
6"
6"
6"
6"
4"
4"
4" 4"
4"
4"
4"
4"
4"
4"
4"
4"
3"
2.5"
3"
2.5"
2.5"
2.5"
2.5"
2.5"
4"
4"
1"
6"
2.5" 2.5"
2" 1.25"
3"
2"
3" 3"
2.5"
3"
3"
2.5" 1.25"
1.25"
3"
3"
3"
3"
2.5"
2.5"
2"
1.25"
2.5"
2"
1.25"
3"
3"
2.5"
2" 1.5"
2.5"
2"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
3"
1.25"
2"
1.25"3"
1.25"
2"
1.25"
3"
1.25"
2"
1.25"
3" 2"
1.25"
2"
1.25"
2.5"2" 1.25"
1.25"
3"
1.25" 2.5"
2"
1.25"
3"
1.25" 2.5"
2" 1.25"
3"
3"
2.5"
2"
1.25"
3"
2.5"
2"
2.5"
2"
1.25"
3"
2.5"
1.25"
2"
1.25"
3"
2.5"
2"
1.25"
3"
2.5"
2"
1.25"
2.5"
2"
1.5"
3"
2.5"
2"
1.25"
3"
2"
1.25"
1.25"
3"
2.5"
2"
1.25"
3"
2.5"
2"
1.25"
1.25"
1.25"
2.5"
2" 1.25"
1.5"
3"
2"
2"
1.25"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
1.25"
3"
3"
2.5"
2"
1.25"
3"
2.5"
2"
1.25"
3"
3"
2.5"
2"
1.25"
3" 2.5" 2.5"
2"
1.25"
1.25"
2.5"
2"
1.25"
3"
2.5"
1.25"
2"
1.25"
3"
3"
2.5"
2"
1.25"
1.25"
3"
2.5"
2" 1.25"
3"
3"
2.5"
2"
1.5"
3"
3"
2.5"
2"
1.25"
3"
2.5"
2"
1.25"
7 3"
3"
2.5"
2"
1.5"
2.5"
2.5"
2"
1.25"
2.5"
2.5"
2"
1.25"
2.5" 2.5"
2"
1.25"
1"
Q
Q
Q
Q
Q
Q Q
Q
Q
Q
Q
G
20 20
20 20
F-29
2"
F-28
2"
- F-27
2"
F-31
2"
F-30
2"
F-32
2"
F-37
2"
F-36
2"
F-20
2"
F-21
2"
F-22
2"
F-26
2"
F-25
2"
- F-24
2"
F-23
2"
G-1
2"
-G-2
2"
G-3
2"
-G-4
2"
G-5
2"
-G-6
2"
G-7
2"
-G-8
2"
G-9
2"
-G-10
2"
G-11
2"
G-12
2"
G-13
2"
G-14
2"
-G-15
2"
G-16
2"
G-18
2"
G-19
2"
G-20
2"
G-21
2"
G-22
2"
G-23
2"
G-24
2"
G-25
2"
G-29
2"
G-28
2"
G-27
2"
G-26
2"
G-30
2"
G-31
2"
G-32
2"
G-33
1"
G-34
2"
G-35
2"
G-36
2"
G-37
2"
G-38
2"
G-39
2"
G-40
2"
G-41
2"
G-42
2"
G-43
2"
G-44
2"
G-45
2"
G-17
2"
1"
1"
LONE STAR CIRCLE
PROPOSED
COMMITTAL
SHELTER
(N.I.C.)
LONE STAR CIRCLE
PROPOSED
COMMITTAL
SHELTER
(N.I.C.)
EXISTING 8-INCH STUB OUT
DOWNSTREAM OF FLOW
METER, PROTECT DURING
CONSTRUCTION.
SECTION 40
SECTION 42
SECTION 41
SECTION 44
SECTION 43
SECTION 45
SECTION 47
SECTION 46
SECTION 48
SECTION 51
SECTION 53
SECTION 52
SECTION 50
SECTION 49
6"
6"
6"
6"
6"
6"
6" 6" 6" 6"
6"
6"
6"
6"
6"
6"
6"
6"
6"6"
6"
6"
6"
6" 6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
4"
4"
4"
4"
4"
4" 4"
4"
4"
4"
4"
4"
4"
4"
4"
3"
2.5"
2"
1.25"
3"
2.5"
2"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
8"
8"
8"
8"
4"
4"
1"
1"
1"
1"
1"
6"
4"
4"
4"
2.5"
2"
1.25"
2.5"
2" 1.25"
1.25"
3"
2"
2"
1.25" 1.25"
3"3"
2.5"
2"
1.25"
3"
3"
2.5"
2"
1.5"
2.5" 1.25"
1.25"
3"
3"
2.5"
2"
1.5"
3"
3"
2.5"
2"
1.5"
2.5"
2"
1.25"
2.5"
2"
1.25"
3"
3"
2.5"
2" 1.5"
2.5"
2"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
3"
1.25"
2"
1.25"3"
1.25"
2"
1.25"
3"
1.25"
2"
1.25"
3" 2"
1.25"
2"
1.25"
2.5"2" 1.25"
1.25"
3"
1.25" 2.5"
2"
1.25"
3"
2.5"
2"
1.25"
2.5"
2"
1.25"
2.5" 2.5"
2"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
2.5"
2.5"
2"
1.25"
3" 2"
1.25"
1.25"
3"
1.25" 2.5"
2" 1.25"
3"
3"
2.5"
2"
1.25"
3"
2.5"
2"
2.5"
2"
1.25"
3"
2.5"
1.25"
2"
1.25"
3"
2.5"
2"
1.25"
3"
2.5"
2"
1.25"
2.5"
2"
1.5"
3"
2.5"
2"
1.25"
3"
2"
1.25"
1.25"
3"
2.5"
2"
1.25"
3"
2.5"
2"
1.25"
1.25"
1.25"
2.5"
2" 1.25"
1.5"
3"
2"
2"
1.25"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
1.25"
3"
3"
2.5"
2"
1.25"
3"
2.5"
2"
1.25"
3"
3"
2.5"
2"
1.25"
2.5"
2.5"
2"1.25" 3"
2.5"
2"
1.25"
3" 2.5" 2.5"
2"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
2.5"
2"
1.25"
2.5" 2.5"
2"
1.25"
2.5"
2"
1.25"
3"2.5"
2"
1.25"
8"
8"
8"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
1.25"2"1.25"
3"
2.5"
2"
1.25"
2.5"
1.25"
2"
1.25" 3"
3"
2.5"
2"
1.25"
2.5"
2.5"
2"
1.25"
3" 3"
2"
1.25"
2"
1.25"
3"
3"
3" 2.5"
2" 2"
1.25"
3"
2"1.25" 2" 2" 1.25"
3"
3" 2.5"
2"
2"
1.25"
3"
2.5"
2"
1.25"
1.25"
3"
2.5"
2" 1.25"
3"
3"
2.5"
2"
1.5"
3"
3"
2.5"
2"
1.25"
3"
2.5"
2"
1.25"
7 3"
3"
2.5"
2"
1.5"
2.5"
2.5"
2"
1.25"
2.5" 2.5"
2"
1.25"
2.5" 2.5"
2"
1.25"
1"
F
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
G
20 20 20 20
20 20
20 20
20 20
20 20
F-35
2"
F-29
2"
F-28
2"
- F-27
2"
F-31
2"
F-30
2"
F-34
2"
F-32
2"
Q
F-38
2"
F-37
2"
F-36
2"
F-33
2"
F-19
2"
F-20
2"
F-21
2"
F-22
2"
F-26
2"
F-25
2"
- F-24
2"
F-23
2"
G-1
2"
-G-2
2"
G-3
2"
-G-4
2"
G-5
2"
-G-6
2"
G-7
2"
-G-8
2"
G-9
2"
-G-10
2"
G-11
2"
G-12
2"
G-13
2"
G-14
2"
-G-15
2"
G-16
2"
F-4
2"
F-3
2"
F-2
2"
F-5
2"
F-8
2"
F-7
2"
F-6
2"
F-12
2"
F-11
2"
F-10
2"
F-9
2"
F-15
2"
F-14
2"
F-13
2"
G-18
2"
G-19
2"
G-20
2"
G-21
2"
G-22
2"
G-23
2"
G-24
2"
G-25
2"
G-29
2"
G-28
2"
G-27
2"
G-26
2"
G-30
2"
G-31
2"
G-32
2"
G-33
1"
G-34
2"
G-35
2"
G-36
2"
G-37
2"
G-38
2"
G-39
2"
G-40
2"
G-41
2"
G-42
2"
G-43
2"
G-44
2"
G-45
2"
Q
Q
20 20
F-1
2"
F-16
2"
F-17
2"
G-17
2"
F-18
2"
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5 .5.5
.5
.5
.5
.5
F-39
1"
F-40
1"
1"
1"
1" LI103
LI102
LI101
LI101
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
916CM3017
MAY 26, 2020 RWB CCT Dwg. of 72
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
DALLAS-FORT WORTH NATIONAL
CEMETERY BURIAL EXPANSION
DALLAS COUNTY, TEXAS
Fil e P ath : O
:\G
OR
DO
N\
DF
W
-M
IN
OR
\P
-D
FW
-M
IN
OR
.D
W G
Gordon 148 S. Queen Street, Suite 201
Martinsburg, WV 25401 Phone: 304-725-8456 www.gordon.us.com
PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Aqua Engineering
(970) 372-6104 rvi
(512) 480-0032
AES Group
(303) 841-3922
ROBERT W. BECCARD
84064P RO F E S S I O N A L E N G I NE ER
S T A T E O F T E X A S
L I C E N S E D LI103
IRRIGATION PLAN
1" =
30' 0' 15' 30' 60'
30'
M
AT
C H
LI
N
E
SE
E
SH
EE
T
LI
MATCHLINE SEE SHEET LI102
KEY MAP N.T.S.
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
916CM3017
MAY 26, 2020 RWB CCT Dwg. of 72
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
DALLAS-FORT WORTH NATIONAL
CEMETERY BURIAL EXPANSION
DALLAS COUNTY, TEXAS
Fil e P ath : O
:\G
OR
DO
N\
DF
W
-M
IN
OR
\P
-D
FW
-M
IN
OR
.D
W G
Gordon 148 S. Queen Street, Suite 201
Martinsburg, WV 25401 Phone: 304-725-8456 www.gordon.us.com
PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Aqua Engineering
(970) 372-6104 rvi
(512) 480-0032
AES Group
(303) 841-3922
ROBERT W. BECCARD
84064P RO F E S S I O N A L E N G I NE ER
S T A T E O F T E X A S
L I C E N S E D LI500
IRRIGATION DETAILS
1 AIR/VACUUM RELIEF VALVE
ASSEMBLY N.T.S. 2 ISOLATION GATE VALVE
ASSEMBLY N.T.S. 3 QUICK COUPLING VALVE
ASSEMBLY N.T.S.
4 REMOTE CONTROL VALVE
ASSEMBLY N.T.S.
MAINLINE PIPE
REMOTE CONTROL VALVE
ASSEMBLY
SOLVENT
WELD TEE
ISOLATION ANGLE VALVE
ON SERVICE TEE
Q
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
916CM3017
MAY 26, 2020 RWB CCT Dwg. of 72
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
DALLAS-FORT WORTH NATIONAL
CEMETERY BURIAL EXPANSION
DALLAS COUNTY, TEXAS
Fil e P ath : O
:\G
OR
DO
N\
DF
W
-M
IN
OR
\P
-D
FW
-M
IN
OR
.D
W G
Gordon 148 S. Queen Street, Suite 201
Martinsburg, WV 25401 Phone: 304-725-8456 www.gordon.us.com
PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Aqua Engineering
(970) 372-6104 rvi
(512) 480-0032
AES Group
(303) 841-3922
ROBERT W. BECCARD
84064P RO F E S S I O N A L E N G I NE ER
S T A T E O F T E X A S
L I C E N S E D LI501
IRRIGATION DETAILS
1 POP-UP ROTOR SPRINKLER
ASSEMBLY N.T.S. 2 POP-UP SPRAY SPRINKLER
ASSEMBLY N.T.S.
3 SPRINKLER PLACEMENT
DETAIL N.T.S.
52" MIN.
IRRIGATION
AISLE BOUNDARY
8"
4'
3 POP-UP ROTOR SPRINKLER IRRIGATION AISLE
ASSEMBLY N.T.S.
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
916CM3017
MAY 26, 2020 RWB CCT Dwg. of 72
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
DALLAS-FORT WORTH NATIONAL
CEMETERY BURIAL EXPANSION
DALLAS COUNTY, TEXAS
Fil e P ath : O
:\G
OR
DO
N\
DF
W
-M
IN
OR
\P
-D
FW
-M
IN
OR
.D
W G
Gordon 148 S. Queen Street, Suite 201
Martinsburg, WV 25401 Phone: 304-725-8456 www.gordon.us.com
PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Aqua Engineering
(970) 372-6104 rvi
(512) 480-0032
AES Group
(303) 841-3922
ROBERT W. BECCARD
84064P RO F E S S I O N A L E N G I NE ER
S T A T E O F T E X A S
L I C E N S E D LI502
IRRIGATION DETAILS
1 SATELLITE CONTROLLER
ASSEMBLY N.T.S. 2 CONTROLLER GROUNDING
DETAIL N.T.S. 3 FLOWER WATER STATION
ASSEMBLY N.T.S.
PLAN VIEW
A. IRRIGATION CONTROLLER ASSEMBLY
B. UL LISTED 5/8" X 10' COPPER-CLAD GROUNDING
ROD
C. UL LISTED 4" X 8' COPPER GROUNDING PLATE
D. CONCRETE 9" ROUND VALVE BOX WITH COVER
E. CADWELD CONNECTION: PAIGE ELECTRIC
F. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL
G. BRICK (1 OF 4)
H. #6 AWG INSULATED SOLID COPPER WIRE. NO
SHARP BENDS.
I. SPHERE OF INFLUENCE
J. EARTH CONTACT MATERIAL, POWERSET© OR
POWERFILL© DEPENDING ON SOIL CONDITIONS
K. FINISH GRADE
A
C
B
8'
10'
11'
I
I
30" MINIMUM
12"
SECTION VIEW
H
H
H
B
C J
D
G
F
E
NOTES:
1. CONNECT ALL #6 AWG WIRES INSIDE THE
CONTROLLER. CONNECT ONE WIRE TO
THE CONTROLLER GROUND LUG AND
USE A #4 SPLIT BOLT TO CONNECT ALL
WIRES TOGETHER.
2. EARTH CONTACT MATERIAL MUST
COMPLETELY COVER THE WELD JOINT
ON THE GROUND PLATE.
K
4 JOINT RESTRAINT
DETAIL N.T.S.
Pipe Fitting with Joint Restraint
11.25° BEND (IPS)
(PJ x PJ)
TEE w/ REDUCER IN
BRANCH & RUN (IPS)
(PJ x PJ x PJ)
45° BEND (IPS)
(PJ x PJ)
22.5° BEND (IPS)
(PJ x PJ)
TEE (IPS)
(PJ x PJ x PJ)
90° BEND (IPS)
(PJ x PJ)
REDUCER (IPS)
(PJ x PJ)
PIPE BELL
5 TREE BUBBLER PLACEMENT
DETAIL N.T.S.
ASSEMBLY
AREA
P A T R I O
T
A V E N
U E
L
O
N
E
S
T
A
R
C
I
R
C
L
E
LONE S
TAR C
IR
CLE
L
O
R
C
L
E
L
O
R
C
L
E
T R I N
I T Y
W
A Y
TEJAS BOULEVARD
T E J A S
B O
U
L E V A R D
TEJA
S B
OULEVARD
TEJAS BOULEVARD
PATRIOT AVENUE
BURIAL SECTION 25
BURIAL SECTION 24
BURIAL SECTION 23
BURIAL SECTION 22
BURIAL SECTION 104
BURIAL SECTION 106
BURIAL SECTION 107
BURIAL SECTION 105
BURIAL SECTION 5
BURIAL SECTION 6
BURIAL SECTION 7
BURIAL SECTION 10
BURIAL SECTION 11
BURIAL SECTION 12
BURIAL SECTION 13
BURIAL SECTION 14A
BURIAL SECTION 14B
BURIAL SECTION 14C
BURIAL SECTION 14D
BURIAL SECTION 14F
BURIAL
SECTION
14E
BURIAL SECTION 15B
BURIAL SECTION 15C
BURIAL SECTION 15A
BURIAL SECTION 16A
BURIAL SECTION 16B
BURIAL SECTION 17A
BURIAL SECTION 17B
BURIAL SECTION 18A
BURIAL SECTION 18B
BURIAL SECTION 19A
COLUMBARIUM A
COLUMBARIUM B
BURIAL SECTION 32
BURIAL SECTION 33
SECTION 52
1,086 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 53
998 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
30'R
30'R
30'R
30'R
24'
SECTION 50
1,368 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 48
1,224 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 41
1,590 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 43
932 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 45
698 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)SECTION 51
998 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 49
532 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 47
690 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 40
996 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 42
998 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 44
788 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
24'
'R
'R
150'R
'R
250'R
300'R
200'R
'R
600'R
10+00
11+00
12+00
13+
14+00
15+00
16+00
17+
18+00
19+00
20+00 21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00 30+00
31+
32+00 33+00
34+00
35+00
36+00
37+00
38+00
36" R
CP
24" RCP
12" RCP
15" RCP
15" RCP
" R
CP
12" RCP
12" RCP
24" RCP
18" RCP
12" RCP
24" RCP
15" RCP
12" RCP12" RCP
24'
24'
24'
24'
24'
18"
HDPE
18"
HDPE
12" HDPE
12" HDPE
45A
43A
21A
31A
33A
D6
D8
D4
10.5'
(TYP.)
10.5'
(TYP.)
10.5'(TYP.)
C1
C2
D3
12" RCP
18" RCP
D2
18" R
CP
30' (TYP.)
30' (TYP.)
30' (TYP.)
30' (TYP.)
30' (TYP.)
30' (TYP.)
30' (TYP.)
30' (TYP.)
30' (TYP.)
30' (TYP.)
4' (TYP.)
4' (TYP.)
4' (TYP.)
3' (TYP.)
3' (TYP.)
3' (TYP.)4' (TYP.)
4' (TYP.)
4' (TYP.)
4' (TYP.)
3' (TYP.)
3' (TYP.)
3' (TYP.)
3' (TYP.)
3' (TYP.)
3' (TYP.)
3' (TYP.)
24" RCP
15" RCP
41A
D1
10.5'(TYP.)
PROPOSED
COMMITTAL
SHELTER
(N.I.C.)
PROPOSED
COLUMBARIUM
(N.I.C.)
PROPOSED
CORTEGE
EXPANSION
(N.I.C.)
18"
HDPE
8" PVC
36" RCP
12"
HDPE
12"
HDPE
12" HDPE
15" HDPE
15"
HDPE
15" HDPE
D5
12" HDPE
12" HDPE
12"
HDPE
12" HDPE
12" HDPE
D9
36" RCP
C3
C12
C11
C10
C9
C4D11
D13
D15
8" PVC
D7
24'
10.5'(TYP.)
250'R
250'R
24'
" R
CP
24'
10.5'
(TYP.)
15" RCP
ASSEMBLY
AREA
P A T R I O
T
A V E N
U E
L
O
R
C
L
E
LONE S
TAR C
IR
CLE
L
O
R
C
L
E
L
O
R
C
L
E
T R I N
I T Y
W
A Y
TEJAS BOULEVARD
T E J A S
B O
U
L E V A R D
TEJA
S B
OULEVARD
TEJAS BOULEVARD
PATRIOT AVENUE
BURIAL SECTION 25
BURIAL SECTION 24
BURIAL SECTION 23
BURIAL SECTION 22
BURIAL SECTION 104
BURIAL SECTION 106
BURIAL SECTION 107
BURIAL SECTION 105
BURIAL SECTION 5
BURIAL SECTION 6
BURIAL SECTION 7
BURIAL SECTION 10
BURIAL SECTION 11
BURIAL SECTION 12
BURIAL SECTION 13
BURIAL SECTION 14A
BURIAL SECTION 14B
BURIAL SECTION 14C
BURIAL SECTION 14D
BURIAL SECTION 14F
BURIAL
SECTION
14E
BURIAL SECTION 15B
BURIAL SECTION 15C
BURIAL SECTION 15A
BURIAL SECTION 16A
BURIAL SECTION 16B
BURIAL SECTION 17A
BURIAL SECTION 17B
BURIAL SECTION 18A
BURIAL SECTION 18B
BURIAL SECTION 19A
COLUMBARIUM A
COLUMBARIUM B
BURIAL SECTION 32
BURIAL SECTION 33
SECTION 52
1,086 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 53
998 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
30'R
30'R
30'R
30'R
24'
SECTION 50
1,368 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 48
1,224 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 41
1,590 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 43
932 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 45
698 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)SECTION 51
998 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 49
532 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 47
690 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 40
996 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 42
998 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 44
788 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
24'
'R
'R
150'R
'R
250'R
300'R
200'R
'R
600'R
10+00
11+00
12+00
13+
14+00
15+00
16+00
17+
18+00
19+00
20+00 21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00 30+00
31+
32+00 33+00
34+00
35+00
36+00
37+00
38+00
36" R
CP
24" RCP
12" RCP
15" RCP
15" RCP
" R
CP
12" RCP
12" RCP
24" RCP
18" RCP
12" RCP
24" RCP
15" RCP
12" RCP12" RCP
24'
24'
24'
24'
24'
18"
HDPE
18"
HDPE
12" HDPE
12" HDPE
45A
43A
21A
31A
33A
D6
D8
D4
10.5'
(TYP.)
10.5'
(TYP.)
10.5'(TYP.)
C1
C2
D3
12" RCP
18" RCP
D2
18" R
CP
30' (TYP.)
30' (TYP.)
30' (TYP.)
30' (TYP.)
30' (TYP.)
30' (TYP.)
30' (TYP.)
30' (TYP.)
30' (TYP.)
30' (TYP.)
4' (TYP.)
4' (TYP.)
4' (TYP.)
3' (TYP.)
3' (TYP.)
3' (TYP.)4' (TYP.)
4' (TYP.)
4' (TYP.)
4' (TYP.)
3' (TYP.)
3' (TYP.)
3' (TYP.)
3' (TYP.)
3' (TYP.)
3' (TYP.)
3' (TYP.)
24" RCP
15" RCP
41A
D1
10.5'(TYP.)
PROPOSED
COMMITTAL
SHELTER
(N.I.C.)
PROPOSED
COLUMBARIUM
(N.I.C.)
PROPOSED
CORTEGE
EXPANSION
(N.I.C.)
18"
HDPE
8" PVC
36" RCP
12"
HDPE
12"
HDPE
12" HDPE
15" HDPE
15"
HDPE
15" HDPE
D5
12" HDPE
12" HDPE
12"
HDPE
12" HDPE
12" HDPE
D9
36" RCP
C3
C12
C11
C10
C9
C4D11
D13
D15
8" PVC
D7
24'
10.5'(TYP.)
250'R
250'R
24'
" R
CP
24'
10.5'
(TYP.)
15" RCP
ASSEMBLY
AREA
P A T R I O
T
A V E N
U E
L
O
R
C
L
E
LONE S
TAR C
IR
CLE
L
O
R
C
L
E
L
O
R
C
L
E
T R I N
I T Y
W
A Y
TEJAS BOULEVARD
T E J A S
B O
U
L E V A R D
TEJA
S B
OULEVARD
TEJAS BOULEVARD
PATRIOT AVENUE
BURIAL SECTION 25
BURIAL SECTION 24
BURIAL SECTION 23
BURIAL SECTION 22
BURIAL SECTION 104
BURIAL SECTION 106
BURIAL SECTION 107
BURIAL SECTION 105
BURIAL SECTION 5
BURIAL SECTION 6
BURIAL SECTION 7
BURIAL SECTION 10
BURIAL SECTION 11
BURIAL SECTION 12
BURIAL SECTION 13
BURIAL SECTION 14A
BURIAL SECTION 14B
BURIAL SECTION 14C
BURIAL SECTION 14D
BURIAL SECTION 14F
BURIAL
SECTION
14E
BURIAL SECTION 15B
BURIAL SECTION 15C
BURIAL SECTION 15A
BURIAL SECTION 16A
BURIAL SECTION 16B
BURIAL SECTION 17A
BURIAL SECTION 17B
BURIAL SECTION 18A
BURIAL SECTION 18B
BURIAL SECTION 19A
COLUMBARIUM A
COLUMBARIUM B
BURIAL SECTION 32
BURIAL SECTION 33
SECTION 52
1,086 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 53
998 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
30'R
30'R
30'R
30'R
24'
SECTION 50
1,368 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 48
1,224 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 41
1,590 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 43
932 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 45
698 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)SECTION 51
998 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 49
532 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 47
690 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 40
996 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 42
998 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
SECTION 44
788 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
24'
'R
'R
150'R
'R
250'R
300'R
200'R
'R
600'R
10+00
11+00
12+00
13+
14+00
15+00
16+00
17+
18+00
19+00
20+00 21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00 30+00
31+
32+00 33+00
34+00
35+00
36+00
37+00
38+00
36" R
CP
24" RCP
12" RCP
15" RCP
15" RCP
" R
CP
12" RCP
12" RCP
24" RCP
18" RCP
12" RCP
24" RCP
15" RCP
12" RCP12" RCP
24'
24'
24'
24'
24'
18"
HDPE
18"
HDPE
12" HDPE
12" HDPE
45A
43A
21A
31A
33A
D6
D8
D4
10.5'
(TYP.)
10.5'
(TYP.)
10.5'(TYP.)
C1
C2
D3
12" RCP
18" RCP
D2
18" R
CP
30' (TYP.)
30' (TYP.)
30' (TYP.)
30' (TYP.)
30' (TYP.)
30' (TYP.)
30' (TYP.)
30' (TYP.)
30' (TYP.)
30' (TYP.)
4' (TYP.)
4' (TYP.)
4' (TYP.)
3' (TYP.)
3' (TYP.)
3' (TYP.)4' (TYP.)
4' (TYP.)
4' (TYP.)
4' (TYP.)
3' (TYP.)
3' (TYP.)
3' (TYP.)
3' (TYP.)
3' (TYP.)
3' (TYP.)
3' (TYP.)
24" RCP
15" RCP
41A
D1
10.5'(TYP.)
PROPOSED
COMMITTAL
SHELTER
(N.I.C.)
PROPOSED
COLUMBARIUM
(N.I.C.)
PROPOSED
CORTEGE
EXPANSION
(N.I.C.)
18"
HDPE
8" PVC
36" RCP
12"
HDPE
12"
HDPE
12" HDPE
15" HDPE
15"
HDPE
15" HDPE
D5
12" HDPE
12" HDPE
12"
HDPE
12" HDPE
12" HDPE
D9
36" RCP
C3
C12
C11
C10
C9
C4D11
D13
D15
8" PVC
D7
24'
10.5'(TYP.)
250'R
250'R
24'
" R
CP
24'
10.5'
(TYP.)
15" RCP
F
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
G
Q
A
A
PROPOSED
COMMITTAL
SHELTER
(N.I.C.)
PROPOSED
COLUMBARIUM
(N.I.C.)
PROPOSED
CORTEGE
EXPANSION
(N.I.C.)
PROPOSED
LAKE(N.I.C.)
T
EXISTING TO REMAIN 4
INCH CONDUIT WITH
3#350 & #4 GND TO
MDPB-3
NEW 7.5 kVA
TRANSFORMER 208V
PRIM TO 120/240V 1PH
SEC. NEMA 3R.
NEW IRRIGATION
CONTROLLER
NEW IRRIGATION
CONTROLLER
PROVIDE
DISCONNECTING
MEANS WITHIN SIGHT
OF TRANSFORMER
45A
E
E
E
E
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
916CM3017
MAY 26, 2020 Dwg. of 72
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
DALLAS-FORT WORTH NATIONAL
CEMETERY BURIAL EXPANSION
DALLAS COUNTY, TEXAS
Fil e P ath : P
:\G
OR
D1 -1
2 D
AL
LA
S
NA
TI
ON
AL
C
EM
ET
ER
Y\
DR
AW
IN
GS
\S
HE
ET
S\
-0
1E P1
.D
W G
Gordon 148 S. Queen Street, Suite 201
Martinsburg, WV 25401 Phone: 304-725-8456 www.gordon.us.com
PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Aqua Engineering
(970) 372-6104 rvi
(512) 480-0032
AES Group
(303) 841-3922
SHEET NOTES
1. THIS IS AN SCHEMATIC DRAWING,
REFER TO CIVIL DRAWINGS AND SITE
SURVEY FOR PRECISE LOCATIONS AND
DIMENSIONS.
KEY NOTES
1. EXISTING STUB CONDUITS INSTALLED
IN 1997 FOR FUTURE USE.
2. INTERCEPT STUB UP, AND EXISTING
DUCT BANK AND EXTEND TO NEW
EXPANSION.
3. INSTALL NEW HANDHOLES (TYPICAL)
SEE DETAIL SHEET EP501.
4. INSTALL NEW DUCTBANK "A" AND
WIRING:
(2) 3#2, 1#8G IN A 2"C WITH
PULLWIRE
5. NEW IRRIGATION CONTROLLER.
PROVIDE NEMA 3R TUPE 2 SPD TO
PROTECT IRRIGATION CONTROLLER
FOR LIGHTNING STRIKES.SEE SHEET
LI502 FOR CONTROLLER DETAILS.
6. INSTALL NEW DUCTBANK "B" AND
WIRING:
(1) 3#2, 1#8G IN A 2"C WITH
PULLWIRE
7. POWER CONTROLLERS FROM EXISTING
PANELBOARD INSIDE THE PUBLIC
INFORMATION CENTER (PIC). SEE
SHEET EP501 FOR ELECTRICAL ROOM
AND PANELBOARD DETAILS.
8. CONFIRM EXISTING UTILITY LINES
DEPTH PRIOR TO CROSSING
9. VERIFY PROPOSED LOCATION OF
TRANSFORMER WITH RE/COR &
CEMETERY PRIOR TO INSTALLATION.
EP101
ELECTRICAL SITE PLAN
JL DC
0' 200'100'
SCALE: 1" = 100'
Jeremy Landrith
2020.05.26 14:24:35-06'00
WHERE ADJACENT DUCT BANKS ARE USED, A SEPARATION
OF 1.5 M (5 FT) BETWEEN THE CENTERLINES OF THE
CLOSEST DUCTS IN EACH BANK OR 1.2 M (4 FT) BETWEEN
THE EXTREMITIES OF THE CONCRETE ENVELOPES IS
SUFFICIENT TO PREVENT DERATING OF THE CONDUCTORS
DUE TO MUTUAL HEATING.
GRADE
M I N
I M
U M
O V
E R
B E
L O
W
G
R A
D E
UNDISTURBED
SOIL (TYP.)
" 5
#4/0 BARE COPPER
GROUND
CONDUCTOR THROUGHOUT
DUCT TYP. FOR ALL
SECTIONS
4" PVC DUCT
FOR POWER
RED DYED
CONCRETE
ENCASEMENT
MAGNETIC TAPE
6' 8"
WHERE ADJACENT DUCT BANKS ARE USED, A SEPARATION
OF 1.5 M (5 FT) BETWEEN THE CENTERLINES OF THE
CLOSEST DUCTS IN EACH BANK OR 1.2 M (4 FT) BETWEEN
THE EXTREMITIES OF THE CONCRETE ENVELOPES IS
SUFFICIENT TO PREVENT DERATING OF THE CONDUCTORS
DUE TO MUTUAL HEATING.
GRADE
M I N
I M
U M
O V
E R
B E
L O
W
G
R A
D E
UNDISTURBED
SOIL (TYP.)
" 5
#4/0 BARE COPPER
GROUND
CONDUCTOR THROUGHOUT
DUCT TYP. FOR ALL
SECTIONS
4" PVC DUCT
FOR POWER
RED DYED
CONCRETE
ENCASEMENT
USE EXISTING SPARE
BREAKER TO POWER
NEW 7.5KVA 208-240/120/1
TRANSFORMER TO
POWER THE 100VA
120:24VAC CONTROLLERS
NEW 7.5KVA XFMR
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
21 4 5 6 7 8 9 10
916CM3017
MAY 26, 2020 RPP MAC Dwg. of 72
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
DALLAS-FORT WORTH NATIONAL
CEMETERY BURIAL EXPANSION
DALLAS COUNTY, TEXAS
Fil e P ath : P
:\G
OR
D1 -1
2 D
AL
LA
S
NA
TI
ON
AL
C
EM
ET
ER
Y\
DR
AW
IN
GS
\S
HE
ET
S\
-0
1E P5
.D
W G
Gordon 148 S. Queen Street, Suite 201
Martinsburg, WV 25401 Phone: 304-725-8456 www.gordon.us.com
PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Aqua Engineering
(970) 372-6104 rvi
(512) 480-0032
AES Group
(303) 841-3922
1 EXISTING DUCT BANK LEADING TO STUB UP
4 NEW DUCT BANK A
5 NEW DUCT BANK B
1 HANDHOLE DETAIL
6 EXISTING ELECTRICAL ROOM IN PIC
3 EXISTING PANELBOARD "LC"
ELECTRICAL DETAILS
EP501
JL DC
Jeremy Landrith
2020.05.26 13:57:30-06'00
| P-dfw-minor-LI100 |
| Sheets and Views |
| LI100 |
| P-dfw-minor-LI101 |
| Sheets and Views |
| LI101 |
| P-dfw-minor-LI102 |
| Sheets and Views |
| LI102 |
| P-dfw-minor-LI103 |
| Sheets and Views |
| LI103 |
| P-dfw-minor-LI500 |
| Sheets and Views |
| LI500 |
| P-dfw-minor-LI501 |
| Sheets and Views |
| LI501 |
| P-dfw-minor-LI502 |
| Sheets and Views |
| LI502 |
File details come from the government source that posted it. Updated .