S02_Attachment-11_Plans_916CM3017_Part9.pdf
PDF 10 MB Posted
- Solicitation number
- 36C78620B0019
About this file
This is a solicitation for a construction project to expand burial space at the Dallas-Fort Worth National Cemetery. The Department of Veterans Affairs National Cemetery Administration is seeking bids for work including site grading, road construction, storm sewer installation, and landscaping. Bids are due through the VA's eCMS portal by the date listed. Key project details include burial plots to be added in sections 40996, 42998, 44788 and others; construction of approximately 3,100 linear feet of roadway; installation of storm sewer lines ranging from 8 to 36 inches in diameter totaling over 3,000 linear feet; and grading of the site to accommodate the additional burial space and infrastructure.
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E X
G
R A
D E
P R
G
R A
D E
C
L
CEMETERY DRIVE
STATION 10+00-20+00
EX. GRADE
@ ROAD ℄
PR. GRADE
@ ROAD ℄
CONTROLLED FILL
CONTROLLED FILL
C L
I N
T X
L
O N
E
S
T A
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C L
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D
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L E
V
PVI STA. = 10+50
PVI ELEV. = 493.87'
A = 5.75
K = 8.70
50.00' VC
P V
C
S
T A
P V
C
E
L E
V
P V
T
S
T A
P V
T
E
L E
V
PVI STA. = 13+00
PVI ELEV. = 513.25'
A = -3.99
K = 25.05
100.00' VC
P V
C
S
T A
P V
C
E
L E
V
P V
T
S
T A
P V
T
E
L E
V
PVI STA. = 18+75
PVI ELEV. = 534.85'
A = -1.76
K = 28.46
50.00' VC
P V
C
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T A
P V
C
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L E
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P V
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& IRRIGATION LINES
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150'R 300'R 250'R
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LIM
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S
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OR
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NO
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HI
S
SH
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T
FO
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AD
DI
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AL
IN
FO
13+00
P
P
T
P
C
P
P
P
R
C
P
R
P
T
P
P T
: 4
.4
P C
: 4
.5
P
T
15+00
16+00
17+00
P
C
L
C
L
C2
L
C3
C4 C
L
C
L
C
L
525 53
495 49
9 50
1 50 2 503 504
508 509
1 51 2 51
526 527 52
540 547541 539538
505504503502501500
506 507
518 519 520
LINE TABLE
LINE #
L1
L3
L5
L6
L13
L15
L17
L19
LENGTH
42.83
59.76
60.29
77.10
103.19
69.21
34.01
39.51
DIRECTION
N77° 21' 24.30"E
N28° 38' 21.80"E
N63° 21' 44.37"E
N32° 10' 48.25"W
S50° 45' 22.99"E
S17° 41' 34.90"E
S40° 11' 34.90"E
S28° 05' 49.75"E
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
RADIUS
150.00
250.00
250.00
300.00
250.00
300.00
200.00
181.98
600.00
250.00
250.00
ARC LENGTH
127.54
151.51
152.52
186.30
419.61
329.23
192.15
605.83
346.24
98.17
52.78
DELTA
67.913
78.161
78.719
96.263
278.468
183.400
104.220
1934.713
178.089
49.728
26.488
CHORD LENGTH
123.73
149.20
150.17
183.32
372.06
312.95
184.85
362.35
341.45
97.55
52.68
CHORD BEARING
N52° 59' 53"E
N46° 00' 03"E
N45° 53' 03"E
N46° 11' 48"E
N15° 54' 12"E
N63° 37' 08"W
N67° 32' 02"W
S44° 37' 01"W
S34° 13' 29"E
S28° 56' 35"E
S34° 08' 42"E
TANGENT
67.91
78.16
78.72
96.26
278.47
183.40
104.22
1934.71
178.09
49.73
26.49
CT201
ROADWAY CENTERLINE PROFILE
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 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 : G
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IN
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\B
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OC
UM
EN
TS
\C
T-
1.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
KEY MAP
(NOT TO SCALE)
GRAPHICAL SCALE: 1" = 50'
50 25 0 50 100 150
VERTICAL SCALE: 1" = 5'
CURB INLET STATION
CURB INLET STATION TABLE
42-42A 10+46.96 43-43A 12+56.19
44-44A 13+92.81
45-45A 14+52.03
46-46A 16+56.03 47-47A 18+55.45 48-48A 20+55.45
34-34A 24+55.41
33-33A 26+56.15
32-32A 28+55.19
31-31A 30+55.19
30-30A 32+55.19
12-12A 34+87.28 20-20A 36+44.12
21-21A 38+44.12 22-22A 39+69.17
CEMETERY DRIVE
STATION 20+00-31+50
EX. GRADE
@ ROAD ℄
PR. GRADE
@ ROAD ℄
CONTROLLED FILL
CONTROLLED FILL
CONTROLLED FILL
E X
U
N D
E R
G R
O U
D
L
E P
H O
N
E
X
I N
G
E X
U
N D
E R
G R
O U
G
N
E
X
I N
G
E X
U
N D
E R
G R
O U
M
M U
N I C
A T
I O
N
L I N
E
X
I N
G
E X
U
T I L I T
Y
E
A S
E M
E N
T
E X
W
A T
N
E
X
I N
G
E X
U
T I L
I T
Y
E
A S
E M
E N
T
PVI STA. = 18+75
PVI ELEV. = 534.85'
A = -1.76
K = 28.46
50.00' VC
P V
C
S
T A
P V
C
E
L E
V
P V
T
S
T A
P V
T
E
L E
V
PVI STA. = 30+00
PVI ELEV. = 532.50'
A = -7.07
K = 21.22
150.00' VC
P V
C
S
T A
P V
C
E
L E
V
P V
T
S
T A
P V
T
E
L E
V
P V
C
S
T A
P V
C
E
L E
V
PVI STA. = 20+50
PVI ELEV. = 538.35'
A = 3.51
K = 42.69
150.00' VC
P V
C
S
T A
P V
C
E
L E
V
P V
T
S
T A
P V
T
E
L E
V
TEST PIT TO CONFIRM HORIZONTAL AND VERTICAL LOCATION OF
EXISTING GAS LINE WITHIN LIMITS OF WORK. EXPECTED COVER IS
+/- 6'. IF HORIZONTAL LOCATION OR DEPTH OF COVER VARIES
FROM PLAN LOCATION, NOTIFY RE/COR & A/E. GAS LINE UTILITY
TOLERANCES REQUIRE NEGLIGIBLE REDUCTION IN COVER OVER
EXISTING LINE AND LESS THAN 6" INCREASE IN COVER. GRADING
ADJUSTMENT MAY BE NECESSARY AS A RESULT OF VARIATION.
515520
525520515
EX. 30"Ø HIGH PRESSURE
GAS TRANSMISSION MAIN
(LOCATION APPROXIMATE)
EX. UTILITY EASEMENT
VOLUME 98193, PAGE 2128
(O.P.R.D.C.T.)
EX. 12"Ø POTABLEWATER MAIN(LOCATIONAPPROXIMATE)
EX. UNDERGROUND
TELEPHONE CABLE & FIBER
OPTIC CABLE IN 4"Ø PVC
CONDUIT W/ 4"Ø PVC SPARE
CONDUIT (LOCATION
APPROXIMATE)
SECTION 521,086 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 53998 IN-GROUNDCREMAIN SITES(WITHIN 4'x4' PLOTS)
SECTION 501,368 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 481,224 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 461,102 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)
(WITHIN 3'x8' PLOTS)
SECTION 45698 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 51998 IN-GROUNDCREMAIN SITES(WITHIN 4'x4' PLOTS)
SECTION 49532 IN-GROUNDCREMAIN SITES(WITHIN 4'x4' PLOTS) SECTION 47690 IN-GROUNDCREMAIN SITES(WITHIN 4'x4' PLOTS)
250'R
300'R
200'R
2'R
18" RCP
12" RCP
24" RCP
15" RCP
12" RCP
12" RCP
24'
24'
24'
12" HDPE
12" HDPE
" H
DP
E
31A
33A
D6
D8
D10
10.5'
(TYP.)10.5'
(TYP.)
C2
D3
12" RCP
" H
DP
E
8" PVC
12" HDPE
12" HDPE
" H
DP
E
" H
DP
E
12" HDPE
" H
DP
E
12" HDPE
12" HDPE
12" HDPE
12"
HD
PE
12" HDPE
12" HDPE
12" HDPE
D9
C3
C11
C10
C9
C8 C7
C6
C5
C4
D11
D13
D15
8" PVC
24' 10.5'
(TYP.)
TEST PIT TO CONFIRM
HORIZONTAL AND VERTICAL
LOCATION OF EXISTING GAS
LINE WITHIN LIMITS OF WORK.
SEE NOTE #2, THIS SHEET FOR
ADDITIONAL INFO.
TEST PIT TOCONFIRMHORIZONTAL ANDVERTICAL LOCATION
OF EXISTING GASLINE WITHIN LIMITS
OF WORK.SEE NOTE #2, THIS
SHEET FORADDITIONAL INFO.
0 2
P
P
P
R
P
R
P
T
P
C
C
C
C
C
L
535530
535 535
506507
509508507506
509510 511512
517 516 515
E X
G
R A
D E
P R
G
R A
D E
C
L
LINE TABLE
LINE #
L1
L3
L5
L6
L13
L15
L17
L19
LENGTH
42.83
59.76
60.29
77.10
103.19
69.21
34.01
39.51
DIRECTION
N77° 21' 24.30"E
N28° 38' 21.80"E
N63° 21' 44.37"E
N32° 10' 48.25"W
S50° 45' 22.99"E
S17° 41' 34.90"E
S40° 11' 34.90"E
S28° 05' 49.75"E
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
RADIUS
150.00
250.00
250.00
300.00
250.00
300.00
200.00
181.98
600.00
250.00
250.00
ARC LENGTH
127.54
151.51
152.52
186.30
419.61
329.23
192.15
605.83
346.24
98.17
52.78
DELTA
67.913
78.161
78.719
96.263
278.468
183.400
104.220
1934.713
178.089
49.728
26.488
CHORD LENGTH
123.73
149.20
150.17
183.32
372.06
312.95
184.85
362.35
341.45
97.55
52.68
CHORD BEARING
N52° 59' 53"E
N46° 00' 03"E
N45° 53' 03"E
N46° 11' 48"E
N15° 54' 12"E
N63° 37' 08"W
N67° 32' 02"W
S44° 37' 01"W
S34° 13' 29"E
S28° 56' 35"E
S34° 08' 42"E
TANGENT
67.91
78.16
78.72
96.26
278.47
183.40
104.22
1934.71
178.09
49.73
26.49
KEY MAP
(NOT TO SCALE)
CT202
ROADWAY CENTERLINE PROFILE
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 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 : G
:\P
RO
JE
CT
\S
BU
\E
NG
IN
\33
\02
\P
LA
NS
\B
ID
D
OC
UM
EN
TS
\C
T-
1.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
GRAPHICAL SCALE: 1" = 50'
50 25 0 50 100 150
VERTICAL SCALE: 1" = 5'
CURB INLET STATION
CURB INLET STATION TABLE
42-42A 10+46.96 43-43A 12+56.19
44-44A 13+92.81
45-45A 14+52.03
46-46A 16+56.03 47-47A 18+55.45 48-48A 20+55.45
34-34A 24+55.41
33-33A 26+56.15
32-32A 28+55.19
31-31A 30+55.19
30-30A 32+55.19
12-12A 34+87.28 20-20A 36+44.12
LP STA. = 34+79.11
LP ELEV. = 502.25
PVI STA. = 34+75
PVI ELEV. = 501.79'
A = 3.70
K = 27.06
100.00' VC
P V
C
S
T A
P V
C
E
L E
V
P V
T
S
T A
P V
T
E
L E
V
EX. GRADE
@ ROAD ℄
PR. GRADE
@ ROAD ℄
CONTROLLED FILL
CEMETERY DRIVE
STATION 31+50-END
E X
U
T I L I T
Y
E
A S
E M
E N
T
E X
W
A T
N
E
X
I N
G
E X
U
N D
E R
G R
O U
M
M U
N I C
A T
I O
N
L I N
E
X
I N
G
E X
U
N D
E R
G R
O U
G
N
E
X
I N
G
E X
U
N D
E R
G R
O U
L E
P H
O N
E
L I N
E
X
I N
G
E X
U
T I L I T
Y
E
A S
E M
E N
T
C L
I N
T X
C
E M
E T
E R
Y
D
R I V
E
C
E M
E T
E R
Y
D
R I V
E
E
L E
V
P V
T
S
T A
P V
T
E
L E
V
PVI STA. = 39+50
PVI ELEV. = 509.85'
A = 3.00
K = 41.61
125.00' VC
P V
C
S
T A
P V
C
E
L E
V
P V
T
S
T A
P V
T
E
L E
V
PVI STA. = 33+00
PVI ELEV. = 505.29'
A = 7.07
K = 28.29
200.00' VC
P V
C
S
T A
P V
C
E
L E
V
P V
T
S
T A
P V
T
E
L E
V
G R
A D
E
B
R E
K
E
V
G R
A D
E
B
R E
K
A
TEST PIT TO CONFIRM HORIZONTAL
AND VERTICAL LOCATION OF EXISTING
GAS LINE WITHIN LIMITS OF WORK.
EXPECTED COVER IS +/- 6'. IF
HORIZONTAL LOCATION OR DEPTH OF
COVER VARIES FROM PLAN LOCATION,
NOTIFY RE/COR & A/E. GAS LINE
UTILITY TOLERANCES REQUIRE
NEGLIGIBLE REDUCTION IN COVER
OVER EXISTING LINE AND LESS THAN
6" INCREASE IN COVER. GRADING
ADJUSTMENT MAY BE NECESSARY AS
A RESULT OF VARIATION.
EX. 12"Ø POTABLE
WATER MAIN
(LOCATION
APPROXIMATE)
VOLUME 98193, PAGE 2128
O.P.R.D.C.T.
EX. GRAVEL
DRIVE (TYP.)
EX. 12"Ø POTABLE
WATER MAIN
(LOCATION
APPROXIMATE)
EX. GRAVEL
DRIVE (TYP.)
30'R
30' R
SECTION 46
1,102 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 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'
250'R
250'R
182'R
600'R
36" RCP
24" RCP
12" RCP
15" RCP
15" RCP
12" RCP
24" RCP
18" RCP
12" RCP
" R
CP
24'
24'
18" HDPE
18"
HDPE
43A
21A
31A
D8
D4
10.5' (TYP.)
10.5'
(TYP.)
C1
C2
15" RCP
24'
18" RCP42
D2
15" HDPE
18" RCP
41A
10.5'
(TYP.)
18" HDPE
12"
HDPE
36" R
CP
12" HDPE
12" HDPE
12" HDPE
15" HDPE
15" HDPE
15" HDPE
D5
12" HDPE
12"
HDPE
12" HDPE 12" HDPE
D9
C3
C6
C5
C4
D7
24' 10.5'
(TYP.)
250'R
250'R
24'
24" RCP
24' 10.5'
(TYP.)
15" RCP
TEST PIT TO CONFIRM
HORIZONTAL AND
VERTICAL LOCATION
OF EXISTING GAS
LINE WITHIN LIMITS
OF WORK. SEE NOTE
#2, THIS SHEET FOR
ADDITIONAL INFO.
TEST PIT TO CONFIRM
HORIZONTAL AND VERTICAL
LOCATION OF EXISTING GAS
LINE WITHIN LIMITS OF WORK.
SEE NOTE #2, THIS SHEET
FOR ADDITIONAL INFO.
38+00
41+75
P
PT: 13+81.65
PC: 14+41.94
P
R
P
R
C
P
P
P
T
P
C
P
T
P
C
P T
P
C
L
C
L
C
C
L
C
L
C
L
C
L19
509 508 507 506
504 503
506510
480480
510511
521 522 523 524 525
517516515
E X
G
R A
D E
P R
G
R A
D E
C
L
LINE TABLE
LINE #
L1
L3
L5
L6
L13
L15
L17
L19
LENGTH
42.83
59.76
60.29
77.10
103.19
69.21
34.01
39.51
DIRECTION
N77° 21' 24.30"E
N28° 38' 21.80"E
N63° 21' 44.37"E
N32° 10' 48.25"W
S50° 45' 22.99"E
S17° 41' 34.90"E
S40° 11' 34.90"E
S28° 05' 49.75"E
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
RADIUS
150.00
250.00
250.00
300.00
250.00
300.00
200.00
181.98
600.00
250.00
250.00
ARC LENGTH
127.54
151.51
152.52
186.30
419.61
329.23
192.15
605.83
346.24
98.17
52.78
DELTA
67.913
78.161
78.719
96.263
278.468
183.400
104.220
1934.713
178.089
49.728
26.488
CHORD LENGTH
123.73
149.20
150.17
183.32
372.06
312.95
184.85
362.35
341.45
97.55
52.68
CHORD BEARING
N52° 59' 53"E
N46° 00' 03"E
N45° 53' 03"E
N46° 11' 48"E
N15° 54' 12"E
N63° 37' 08"W
N67° 32' 02"W
S44° 37' 01"W
S34° 13' 29"E
S28° 56' 35"E
S34° 08' 42"E
TANGENT
67.91
78.16
78.72
96.26
278.47
183.40
104.22
1934.71
178.09
49.73
26.49
GRAPHICAL SCALE: 1" = 50'
50 25 0 50 100 150
KEY MAP
(NOT TO SCALE)
CT203
ROADWAY CENTERLINE PROFILE
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 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 : G
:\P
RO
JE
CT
\S
BU
\E
NG
IN
\33
\02
\P
LA
NS
\B
ID
D
OC
UM
EN
TS
\C
T-
1.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
VERTICAL SCALE: 1" = 5'
CURB INLET STATION
CURB INLET STATION TABLE
42-42A 10+46.96 43-43A 12+56.19
44-44A 13+92.81
45-45A 14+52.03
46-46A 16+56.03 47-47A 18+55.45 48-48A 20+55.45
34-34A 24+55.41
33-33A 26+56.15
32-32A 28+55.19
31-31A 30+55.19
30-30A 32+55.19
12-12A 34+87.28 20-20A 36+44.12
EX. GRADE
PR. GRADE
267.77' - 18"
RCP CL. III
@ 5.49%
149.33' - 12"
RCP CL. III
@ 4.05%
200.67' - 12"
RCP CL. III
@ 3.74%
64.89' - 15"
RCP CL. III
@ 5.01%
RIP-RAP
OUTLET
TO
P=
3.4
FL
OW
LI
NE
=5
.34
TO
P=
0.7
FL
OW
LI
NE
=5
.65
TO
P=
6.4
FL
OW
LI
NE
=5
.32
TO
P=
3.9
FL
OW
LI
NE
=5
.82
TO
P=
8.2
+0
0=
FL
AR
ED
H
EA
DW
AL
L
IN
V.
IN
=4
.75 (4
1-
+3
0=
CU
RB
IN
LE
T
(P
CU
)(5
FT
)(R
IG
HT
IN
V.
O
UT
=4
.50 (4
0-
IN
V.
IN
=4
.25 (4
1A -1
5"
IN
V.
IN
=4
.00
(4 2-
+9
7.7 7=
MA
NH
OL
E
(P
RM
)(6
0IN
IN
V.
O
UT
=5
.70
(4 1-
IN
V.
IN
=5
.70
(S
TU
B-
IN
V.
IN
=5
.95 (4
3-
+6
2.6 6=
CU
RB
IN
LE
T (P
CU
)(5
FT
)(N
ON
E)
IN
V.
O
UT
=5
.20 (4
2-
IN
V.
IN
=5
.20 (4
3A -1
5"
IN
V.
IN
=5
.45
(4 4-
+1
2.0 1=
CU
RB
IN
LE
T (P
CU
)(5
FT
)(N
ON
E)
IN
V.
O
UT
=5
.50 (4
3-
IN
V.
IN
=5
.50 (4
5-
+1
2.6 6=
CU
RB
IN
LE
T (P
CU
)(5
FT
)(N
ON
E)
IN
V.
O
UT
=5
.00 (4
4-
IN
V.
IN
=5
.00 (4
5A -1
2"
IN
V.
IN
=5
.00
(D 3-
30.00' - 24"
RCP CL III
@ 2.50%
TO
P=
5.8
D3
+0
7.6 6=
" D
RA
IN
B
AS
IN
(S
TD
G
RT
IN
V.
O
UT
=5
.60 (4
5-
95.00' - 12"
RCP CL III
@ 2.74%
TO
P=
3.4
FL
OW
LI
NE
=5
.34 TO
P=
3.4
41A
FL
OW
LI
NE
=5
.34
+2 1=
CU
RB
IN
LE
T (P
CU
)(3
FT
)(L
EF
T)
IN
V.
O
UT
=4
.85 (4
1-
IN
V.
IN
=4
.85 (D
1-
21.00' - 15"
RCP CL III
@ 2.86%
TO
P=
2.7
D1
+3
1=
" D
RA
IN
B
AS
IN
(S
TD
G
RT
IN
V.
O
UT
=5
.10
(4 1A
-1 5"
10.00' - 15"
RCP CL III
@ 2.50%
EX. GRADE
PR. GRADE
+0
0=
CU
RB
IN
LE
T
(P
CU
)(5
FT
)(R
IG
HT
IN
V.
O
UT
=4
.50 (4
0-
IN
V.
IN
=4
.25 (4
1A -1
5"
IN
V.
IN
=4
.00
(4 2-
PR. GRADE
EX. GRADE
CONCRETE
PLUG
TO
P=
8.2
+0
0=
MA
NH
OL
E (P
RM
)(6
0IN
IN
V.
O
UT
=5
.70 (4
1-
IN
V.
IN
=5
.70 (S
TU
B-
IN
V.
IN
=5
.95
(4 3-
STUB
60.00' - 18"
RCP CL IV
@ 3.83%
+6
0=
CO
NC
RE
TE
P
LU
G
IN
V.
O
UT
=5
.00 (4
2-
EX. GRADE
PR. GRADE
TO
P=
0.7
FL
OW
LI
NE
=5
.65 TO
P=
0.7
43A
FL
OW
LI
NE
=5
.65
TO
P=
0.3
D2
+0
0=
CU
RB
IN
LE
T
(P
CU
)(5
FT
)(N
ON
E)
IN
V.
O
UT
=5
.20
(4 2-
IN
V.
IN
=5
.20
(4 3A
-1 5"
IN
V.
IN
=5
.45 (4
4-
+2 1=
CU
RB
IN
LE
T (P
CU
)(3
FT
)(N
ON
E)
IN
V.
O
UT
=5
.50 (4
3-
IN
V.
IN
=5
.50 (D
2-
+3 1=
" D
RA
IN
B
AS
IN
(S
TD
G
RT
IN
V.
O
UT
=5
.00 (4
3A -1
5"
21.00' - 15"
RCP CL III
@ 1.43%
10.00' - 15"
HDPE @ 5.00%
EX. GRADE
PR. GRADE
TO
P=
3.9
FL
OW
LI
NE
=5
.82
TO
P=
3.9
45A
FL
OW
LI
NE
=5
.82
+0
0=
CU
RB
IN
LE
T
(P
CU
)(5
FT
)(N
ON
E)
IN
V.
O
UT
=5
.00
(4 4-
IN
V.
IN
=5
.00
(4 5A
-1 2"
IN
V.
IN
=5
.00 (D
3-
+2 1=
CU
RB
IN
LE
T (P
CU
)(3
FT
)(N
ON
E)
IN
V.
O
UT
=5
.15 (4
5-
21.00' - 12"
RCP CL III
@ 0.71%
41A
43A
STUB
45A D1 D2
D3
40 L1 L6
L7
L2
C1
L3
L8
L4 C2
L9
L10
C3 C4
C5 C6
L11
L5
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
LENGTH
30.00
54.01
55.89
4.40
95.00
21.00
10.00
60.00
21.00
10.00
21.00
DIRECTION
N71° 21' 52.19"W
N28° 38' 21.80"E
N63° 21' 44.37"E
N63° 21' 44.37"E
N30° 13' 57.16"E
S61° 21' 38.20"E
N17° 08' 33.64"W
S28° 05' 49.75"E
N41° 06' 32.36"W
S3° 50' 42.27"W
N43° 07' 48.85"W
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
RADIUS
260.50
239.50
239.50
310.50
310.50
239.50
ARC LENGTH
157.87
60.49
85.63
63.71
129.10
71.55
DELTA
81.443
30.407
43.276
31.970
65.499
36.044
CHORD LENGTH
155.47
60.33
85.17
63.60
128.18
71.28
CHORD BEARING
N46° 00' 03"E
S56° 07' 36"W
S38° 38' 55"W
N34° 17' 05"E
N52° 04' 30"E
S55° 25' 42"W
TANGENT
81.44
30.41
43.28
31.97
65.50
36.04
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 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 : G
:\P
RO
JE
CT
\S
BU
\E
NG
IN
\33
\02
\P
LA
NS
\B
ID
D
OC
UM
EN
TS
\C
U-
0.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
STORM SEWER PROFILES
NOTES:
1. ALL STORM SEWER PIPE TO BE CLASS III RCP, UNLESS NOTED OTHERWISE.
2. SCALE:
HORIZONTAL: 1"=50'
VERTICAL: 1"=5'
GRAPHICAL SCALE: 1" = 50'
50 25 0 50 100 150
CU260
EX. GRADE
RIP-RAP
OUTLET
210.10' - 15"
RCP CL. III
@ 2.55%
218.50' - 24"
RCP CL. III
@ 1.33%
TO
P=
5.0
D4
TO
P=
8.8
TO
P=
5.3
FL
OW
LI
NE
=5
.21
TO
P=
2.0
FL
OW
LI
NE
=5
.95
TO
P=
2.0
FL
OW
LI
NE
=5
.95
TO
P=
8.5
145.00' - 3 6"
RCP CL III
@ 6.83%
71.18' - 36"
RCP CL III
@ 4.92%
28.00' - 15"
RCP CL III
@ 1.79%
+9
3.7 8=
DR
OP
IN
LE
T (P
SL
)(S
H) (3
'x3
IN
V.
O
UT
=5
.50 (2
2-
+6
5.7 8=
MA
NH
OL
E
(P
RM
)(4
8IN
IN
V.
O
UT
=5
.00
(2 1-
IN
V.
IN
=5
.00
(D 4-
+5
5.6 9=
CU
RB
IN
LE
T (P
CU
)(5
FT
)(R
IG
HT
IN
V.
O
UT
=4
.90
(2 0-
IN
V.
IN
=5
.30
(2 1A
-1 2"
IN
V.
IN
=4
.65 (2
2-
IN
V.
IN
=4
.40 (D
5-
+3
7.1 8=
CU
RB
IN
LE
T (P
CU
)(5
FT
)(B
OT
H)
IN
V.
O
UT
=4
.00 (1
2-
IN
V.
IN
=4
.00 (2
1-
IN
V.
IN
=4
.75 (D
7-
+1
6.1 8=
CU
RB
IN
LE
T (P
CU
)(5
FT
)(B
OT
H)
IN
V.
O
UT
=4
.50 (1
1-
IN
V.
IN
=4
.50 (2
0-
IN
V.
IN
=4
.00 (3
0-
+4
5=
MA
NH
OL
E (P
RM
)(7
2IN
IN
V.
O
UT
=4
.90 (1
0-
IN
V.
IN
=4
.00 (1
2-
+0
0=
FL
AR
ED
H
EA
DW
AL
L
IN
V.
IN
=4
.00 (1
1-
21.00' - 24"
RCP CL III
@ 2.38%
CONTROLLED FILL
CONTROLLED FILL
TO
P=
5.3
FL
OW
LI
NE
=5
.21
TO
P=
5.0
D6
+3
1.5 1=
DR
OP
IN
LE
T (P
SL
)(S
H) (3
'x3
IN
V.
O
UT
=5
.50 (4
5-
EL
BO
W
-1 5"
+1
0.5 0=
D
EG
RE
E
EL
BO
W
IN
V.
O
UT
=5
.17 (C
2-
+0
0=
CU
RB
IN
LE
T
(P
CU
)(5
FT
)(R
IG
HT
IN
V.
O
UT
=4
.90 (2
0-
IN
V.
IN
=5
.30 (2
1A -1
2"
IN
V.
IN
=4
.65
(2 2-
IN
V.
IN
=4
.40
(D 5-
17.51' - 18"
HDPE @ 1.14%
72.00' - 18"
HDPE @ 1.25%
72.00' - 18"
HDPE @ 2.92%
70.00' - 15"
HDPE @ 1.57%
PR. GRADE
EX. GRADE
TO
P=
8.6
C2
FL
OW
LI
NE
=5
.55
TO
P=
7.0
C1
FL
OW
LI
NE
=5
.93
TO
P=
4.7
D5
FL
OW
LI
NE
=5
.66
+6
1.5 1=
" D
RA
IN
B
AS
IN
(S
LD
C
VR
R)
IN
V.
O
UT
=4
.60 (C
1-
IN
V.
IN
=5
.40 (4
5-
EL
BO
W
-1 5"
+8
9.5 1=
" D
RA
IN
B
AS
IN
(S
LD
C
VR
IN
V.
O
UT
=4
.50 (D
5-
IN
V.
IN
=4
.50 (C
2-
+1
7.5 1=
" D
RA
IN
B
AS
IN
(P
ED
G
RT
IN
V.
O
UT
=4
.60 (2
1-
IN
V.
IN
=4
.60 (C
1-
+8
9.2 2=
" D
RA
IN
B
AS
IN
(S
LD
C
VR
IN
V.
O
UT
=4
.50 (D
7-
IN
V.
IN
=5
.00 (D
8-
IN
V.
IN
=4
.83 (2
-4 " U
ND
ER
DR
AI
NS
PR. GRADE
EX. GRADE
62.44' - 12"
HDPE @ 3.28%
55.99' - 12"
HDPE @ 2.86%
TO
P=
2.0
FL
OW
LI
NE
=5
.95
TO
P=
4.7
C3
TO
P=
4.7
D8
+2
6.7 8=
" D
RA
IN
B
AS
IN
(P
ED
G
RT
IN
V.
O
UT
=4
.20 (2
0-
IN
V.
IN
=4
.45 (C
3-
IN
V.
IN
=4
.66 (4
" U
ND
ER
DR
AI
N)
26.78' - 15"
HDPE @ 1.68%
+4
5.2 0=
" D
RA
IN
B
AS
IN
(P
ED
G
RT
IN
V.
O
UT
=5
.60 (C
3-
TO
P=
1.9
D7
+0
0=
CU
RB
IN
LE
T
(P
CU
)(5
FT
)(B
OT
H)
IN
V.
O
UT
=4
.00
(1 2-
IN
V.
IN
=4
.00
(2 1-
IN
V.
IN
=4
.75
(D 7-
+1
7.7 6=
"x
"x
4" W
YE
C
ON
NE
CT
IO
N
IN
V.
IN
=4
.51
TO
P=
5.3
FL
OW
LI
NE
=5
.21
TO
P=
5.3
21A
FL
OW
LI
NE
=5
.21
+0
0=
CU
RB
IN
LE
T
(P
CU
)(5
FT
)(R
IG
HT
IN
V.
O
UT
=4
.90 (2
0-
IN
V.
IN
=5
.30 (2
1A -1
2"
IN
V.
IN
=4
.65
(2 2-
IN
V.
IN
=4
.40
(D 5-
+2
1=
CU
RB
IN
LE
T
(P
CU
)(3
FT
)(N
ON
E)
IN
V.
O
UT
=5
.50
(2 1-
21.00' - 12"
RCP CL III
@ 0.95%
PR. GRADE
EX. GRADE
CONTROLLED FILL
LINE TABLE
LINE # LENGTH DIRECTION
CURVE TABLE
CURVE # RADIUS ARC LENGTH DELTA CHORD LENGTH CHORD BEARING TANGENT
22 D4
D8
D7
C3
C2
C1
D5
D6
21A
45° ELBOW
N49° 10' 51.5"W 54.00'
L12
L1
L1 4 L15
C7
L2
C8
L16
L17
L22
L2
L2
L2
L26
L18
L1
L2
L27
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
145.00
71.18
21.00
28.76
47.53
28.00
26.78
62.44
55.99
21.00
17.51
72.00
72.00
48.99
21.01
S14° 46' 29.17"W
S49° 53' 50.01"W
S39° 14' 37.01"W
S50° 45' 22.99"E
S17° 41' 34.90"E
S81° 16' 34.74"E
N87° 28' 55.15"W
S47° 31' 04.87"W
S47° 31' 04.12"W
N57° 35' 24.85"E
S76° 34' 56.11"W
S47° 31' 04.85"W
S47° 31' 04.45"W
S47° 31' 05.04"W
S2° 31' 04.45"W
C7
C8
610.50
610.50
189.74
162.56
95.640
81.764
188.97
162.08
S41° 51' 10"E
S25° 19' 16"E
95.64
81.76
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 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 : G
:\P
RO
JE
CT
\S
BU
\E
NG
IN
\33
\02
\P
LA
NS
\B
ID
D
OC
UM
EN
TS
\C
U-
0.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
STORM SEWER PROFILES
NOTES:
1. ALL STORM SEWER PIPE TO BE CLASS III RCP, UNLESS NOTED OTHERWISE.
2. SCALE:
HORIZONTAL: 1"=50'
VERTICAL: 1"=5'
GRAPHICAL SCALE: 1" = 50'
50 25 0 50 100 150
CU261
EX. GRADE
TO
P=
1.9
TO
P=
8.2
FL
OW
LI
NE
=5
.17
TO
P=
8.7
FL
OW
LI
NE
=5
.70
TO
P=
2.7
201.00' - 12"
RCP CL. III
@ 0.60%
264.48' - 24"
RCP CL. III
@ 2.91%
191.18' - 2 4"
RCP CL. III
@ 7.58%
152.57' - 18"
RCP CL. III
@ 3.28%
224.33' - 15"
RCP CL. III
@ 1.81%
EX. GRADE
+0
0=
CU
RB
IN
LE
T
(P
CU
)(5
FT
)(B
OT
H)
IN
V.
O
UT
=4
.50
(1 1-
IN
V.
IN
=4
.50
(2 0-
IN
V.
IN
=4
.00
(3 0-
+6
4.4 8=
MA
NH
OL
E
(P
RM
)(6
0IN
IN
V.
O
UT
=5
.80
(1 2-
IN
V.
IN
=5
.30
(D 9-
IN
V.
IN
=5
.50
(3 1-
+5
5.6 6=
CU
RB
IN
LE
T (P
CU
)(5
FT
)(R
IG
HT
IN
V.
O
UT
=5
.75
(3 0-
IN
V.
IN
=5
.00
(3 2-
IN
V.
IN
=5
.00
(3 1A
-1 2"
IN
V.
IN
=5
.50 (C
4-
+3
2.5 6=
CU
RB
IN
LE
T (P
CU
)(5
FT
)(R
IG
HT
IN
V.
O
UT
=5
.30
(3 2-
IN
V.
IN
=5
.60
(3 4-
IN
V.
IN
=5
.80
(3 3A
-1 2"
IN
V.
IN
=5
.80 (D
-1
2"
+3
3.5 6=
MA
NH
OL
E
(P
RM
)(4
8IN
IN
V.
O
UT
=5
.80
(3 3-
IN
V.
IN
=5
.80
(D
-1 2"
CONTROLLED FILL
TO
P=
2.0
FL
OW
LI
NE
=5
.95
TO
P=
3.6
D15
TO
P=
4.2
C11
+5
2.0 3=
" D
RA
IN
B
AS
IN
(P
ED
G
RT
IN
V.
O
UT
=5
.90 (3
4-
IN
V.
IN
=5
.23 (C
-8
IN
V.
IN
=5
.23 (4
" U
ND
ER
DR
AI
N)
+8
2.5 1=
CL
EA
N
OU
T
IN
V.
O
UT
=5
.70
(D
-8
IN
V.
IN
=5
.70
(C
-8
IN
V.
IN
=5
.87
(4 " U
ND
ER
DR
AI
N)
+5
4.5 1=
CL
EA
N
OU
T
IN
V.
O
UT
=5
.70
(C
-8
IN
V.
IN
=5
.87
(4 " U
ND
ER
DR
AI
N)
18.47' - 12"
HDPE @ 0.54%
30.48' - 8"
PVC @ 1.54%
72.00' - 8"
PVC @ 1.39%
TO
P=
4.2
+0
8.2 3=
MA
NH
OL
E
(P
RM
)(6
0IN
IN
V.
O
UT
=5
.00
(3 1-
IN
V.
IN
=5
.25
(3 3-
IN
V.
IN
=5
.50
(D
-1 2"
TO
P=
5.1
C12 72.00' - 12"
HDPE @ 2.22%
43.03' - 12"
HDPE @ 2.32%53.54' - 12"
HDPE @ 0.75%
30.84' - 12"
HDPE @ 0.97%
21.00' - 12"
RCP CL III
@ 1.43%
+2
1=
CU
RB
IN
LE
T
(P
CU
)(5
FT
)(R
IG
HT
IN
V.
O
UT
=5
.75 (3
0-
IN
V.
IN
=5
.00 (3
2-
IN
V.
IN
=5
.00 (3
1A -1
2"
IN
V.
IN
=5
.50
(C 4-
+5
1.8 5=
" D
RA
IN
B
AS
IN
(S
LD
C
VR
IN
V.
O
UT
=5
.80 (3
1-
IN
V.
IN
=5
.80 (C
5-
IN
V.
IN
=5
.13 (4
" U
ND
ER
DR
AI
N)
+0
5.3 9=
" D
RA
IN
B
AS
IN
(S
LD
C
VR
IN
V.
O
UT
=5
.20 (C
4-
IN
V.
IN
=5
.20 (C
6-
+4
8.4 2=
" D
RA
IN
B
AS
IN
(S
LD
C
VR
IN
V.
O
UT
=5
.20 (C
5-
IN
V.
IN
=5
.20 (C
7-
IN
V.
IN
=5
.53 (4
" U
ND
ER
DR
AI
N)
+4
6.2 5=
" D
RA
IN
B
AS
IN
(P
ED
G
RT
IN
V.
O
UT
=5
.20 (C
7-
EX. GRADE
PR. GRADE
TO
P=
8.2
FL
OW
LI
NE
=5
.17
TO
P=
0.6
C4
TO
P=
0.8
C5
TO
P=
1.8
C6
TO
P=
3.1
D10
25.83' - 12"
HDPE @ 0.77%
TO
P=
3.6
C7
+2
0.4 2=
" D
RA
IN
B
AS
IN
(S
LD
C
VR
IN
V.
O
UT
=5
.80 (C
6-
IN
V.
IN
=5
.00 (D
-1
2"
IN
V.
IN
=5
.13
(4 " U
ND
ER
DR
AI
N)
+0
0=
CU
RB
IN
LE
T
(P
CU
)(3
FT
)(N
ON
E)
IN
V.
O
UT
=5
.30
(3 1-
TO
P=
8.2
31A
FL
OW
LI
NE
=5
.17
71.00' - 12"
HDPE
@ 0.70%
TO
P=
5.0
D9
TO
P=
1.9
+0
0=
MA
NH
OL
E (P
RM
)(6
0IN
IN
V.
O
UT
=5
.80 (1
2-
IN
V.
IN
=5
.30 (D
9-
IN
V.
IN
=5
.50 (3
1-
+7
1=
" D
RA
IN
B
AS
IN
(P
ED
G
RT
IN
V.
O
UT
=5
.80
(3 0-
PR. GRADE
EX. GRADE
CONTROLLED FILL
LINE TABLE
LINE # LENGTH DIRECTION
CURVE TABLE
CURVE # RADIUS ARC LENGTH DELTA CHORD LENGTH CHORD BEARING TANGENT
D9
31A
33A
C6
C5
C4
D12
C8
D11
C10
C9
D13
D15
C12
C11
D10
C7
D14
L31
C1
L32
L33
L34
L35 L36
L37
C11 C12
C13 C14
C15
L2
L2
L3
L41
L4
L43 L44
L4
L3
L39 L40
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
74.43
18.47
30.49
72.00
71.00
21.00
30.84
53.54
43.03
72.00
25.83
14.60
78.51
79.56
21.00
17.28
64.00
72.00
65.50
S50° 45' 22.99"E
N53° 47' 55.06"E
N17° 00' 55.84"E
N17° 00' 57.50"E
S85° 46' 19.72"E
N27° 16' 24.51"W
S28° 16' 41.39"E
S19° 52' 36.81"E
S16° 59' 30.59"W
S17° 00' 19.49"W
S17° 00' 20.18"W
S40° 08' 08.39"W
S17° 00' 19.11"W
S16° 59' 58.14"W
N14° 30' 31.18"E
S18° 10' 16.08"W
S17° 00' 19.74"W
S17° 00' 17.90"W
S17° 00' 20.85"W
C10
C11
C12
C13
C14
C15
192.48
192.48
192.48
189.50
189.50
310.50
191.18
152.57
106.98
117.35
64.71
136.29
104.310
80.549
54.912
60.626
32.675
69.258
183.42
148.61
105.61
115.49
64.40
135.19
N34° 16' 18"E
N85° 26' 07"E
S55° 55' 58"E
N57° 45' 02"W
N85° 16' 29"W
S82° 29' 01"E
104.31
80.55
54.91
60.63
32.68
69.26
14.60' - 12"
HDPE @ 2.06%
+1
4.6 0=
" D
RA
IN
B
AS
IN
(P
ED
G
RT
IN
V.
O
UT
=5
.80 (3
2-
IN
V.
IN
=5
.80 (C
8-
IN
V.
IN
=5
.13 (4
" U
ND
ER
DR
AI
N)
+9
3.0 9=
" D
RA
IN
B
AS
IN
(S
LD
C
VR
IN
V.
O
UT
=5
.30 (D
-1
2"
IN
V.
IN
=5
.50
(D
-1 2"
IN
V.
IN
=5
.63 (4
" U
ND
ER
DR
AI
N)
+7
2.6 7=
" D
RA
IN
B
AS
IN
(P
ED
G
RT
IN
V.
O
UT
=5
.00 (C
8-
PR. GRADE
EX. GRADETO
P=
4.4
D11
TO
P=
6.3
C8
TO
P=
7.0
D12
78.50' - 12"
HDPE @ 0.64%
79.57' - 12"
HDPE @ 1.89%
TO
P=
4.2
MA
NH
OL
E
(P
RM
)(6
0IN
IN
V.
O
UT
=5
.00
(3 1-
IN
V.
IN
=5
.25
(3 3-
IN
V.
IN
=5
.50
(D
-1 2"
+2
1.2 1=
"x
"x
4" W
YE
C
ON
NE
CT
IO
N
IN
V.
IN
=5
.17
21.00' - 12"
RCP CL III
@ 0.95%
+2
1=
CU
RB
IN
LE
T
(P
CU
)(5
FT
)(R
IG
HT
IN
V.
O
UT
=5
.30 (3
2-
IN
V.
IN
=5
.60 (3
4-
IN
V.
IN
=5
.80 (3
3A -1
2"
IN
V.
IN
=5
.80
(D
-1 2"
+0
2.2 8=
" D
RA
IN
B
AS
IN
(S
LD
C
VR
IN
V.
O
UT
=5
.30 (D
-1
2"
IN
V.
IN
=5
.30
(C
-1 2"
IN
V.
IN
=5
.63 (4
" U
ND
ER
DR
AI
N)
+7
4.2 8=
" D
RA
IN
B
AS
IN
(S
LD
C
VR
IN
V.
O
UT
=5
.80 (C
9-
IN
V.
IN
=5
.50 (D
-1
2"
IN
V.
IN
=5
.13
(4 " U
ND
ER
DR
AI
N)
EX. GRADE
PR. GRADE
TO
P=
8.7
33A
FL
OW
LI
NE
=5
.70
TO
P=
8.7
FL
OW
LI
NE
=5
.70
TO
P=
8.0
D13
TO
P=
9.8
C9
TO
P=
1.1
C10
17.28' - 12"
HDPE @ 0.58%
72.00' - 12"
HDPE @ 2.08%
65.50' - 12"
HDPE @ 2.29%
64.00' - 12"
HDPE @ 0.62%
+3
8.2 8=
" D
RA
IN
B
AS
IN
(P
ED
G
RT
IN
V.
O
UT
=5
.90 (3
3-
IN
V.
IN
=5
.90 (C
9-
IN
V.
IN
=5
.23 (4
" U
ND
ER
DR
AI
N)
+0
0=
CU
RB
IN
LE
T
(P
CU
)(3
FT
)(N
ON
E)
IN
V.
O
UT
=5
.00
(3 3-
TO
P=
2.3
D14
+3
9.7 8=
" D
RA
IN
B
AS
IN
(P
ED
G
RT
IN
V.
O
UT
=5
.00 (C
-1
2"
D9
D7
L1 4 L15
L18
L27
C9
L31
C1
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 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 : G
:\P
RO
JE
CT
\S
BU
\E
NG
IN
\33
\02
\P
LA
NS
\B
ID
D
OC
UM
EN
TS
\C
U-
0.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
STORM SEWER PROFILES
NOTES:
1. ALL STORM SEWER PIPE TO BE CLASS III RCP, UNLESS NOTED OTHERWISE.
2. SCALE:
HORIZONTAL: 1"=50'
VERTICAL: 1"=5'
GRAPHICAL SCALE: 1" = 50'
50 25 0 50 100 150
MATCHLINE SEE
PLAN VIEW RIGHT
MATCHLINE SEE
PLAN VIEW LEFT
CU262
PERENNIAL
TRIBUTARY
STREAM
APPROXIMATE LOCATION OF
APPROXIMATE LOCATION OF
100-YEAR FLOOD PLAIN
12" PVC SAN. SEW.
(APPROXIMATE LOCATION)
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)
37+00
38+00
36" RCP 15" RCP
21A
" R
CP
36" RCP
P
4.7%
5.0%
3:1
3:1
3 GS
99 60
GS
97 20
GS
5 02
GS
98 90
GS
0 46
GS
6 40
GS
7 25
GS
GS
3:1
78 00
INV
7 43
EP
3:1
98 52
TOP
SWM POND
100-YR. WSE=483.75
96 80
GS
10'
10'
77 00
INV 8140
TOP
478 479 480
83 70
GS
8' WIDE
EMERGENCY
SPILLWAY
9+50
10+00
11+00
+5
21A
PC
: 1
2+
.95
PC
: 1
0+
.43
7+
8+
9+00 10+00
11+00
12+00
13+00
9+
+0
11+00
12+00
13+00
14+00
2' W
ID
E
W
EI
R
IN
V.
=4
.40
RIP-RAP
OUTLET
PR. GRADE
EX. GRADETRASH
RACK
CONCRETE
CRADLE (TYP.)
IMPERVIOUS CORE/CUT-OFF
TRENCH (AS DIRECTED BY
GEOTECHNICAL ENGINEER)
SWM POND
100-YR. WSE=483.75
25-YR. WSE=481.71
2-YR. WSE=480.15
CONSTRUCTED TOP OF
EMBANKMENT=486.50
(SETTLED ELEV.=486.00
ASSUMING 5% SETTLEMENT
PER NRCS-378)
3:1
3:1EMERGENCY SPILLWAY
ELEV.=483.70
54.00' - 36"
RCP CL III
@ 0.74%
TO
P=
1.4
+0
0=
FL
AR
ED
H
EA
DW
AL
L
IN
V.
IN
=4
.00 (2
-3 6"
+5
4= 4'x
4'
SW
M
RI
SE
R
ST
RU
CT
UR
E
IN
V.
O
UT
=4
.40
(1 -3
6"
PR. GRADE
EX. GRADE
+5
6=
" S
TO
RM
X
-IN
G
IN
V.
=4
.19
8' WIDE
EMERGENCY
SPILLWAY
ELEV.=483.70
CONSTRUCTED TOP OF
EMBANKMENT=486.50
(SETTLED ELEV.=486.00 ASSUMING
5% SETTLEMENT PER NRCS-378)
+7
8.1 0=
BE
GI
N 8'
EM
ER
GE
NC
Y
SP
ILL
W
AY
EL
EV
3.7
+8
6.1 0=
EN
D
8'
EM
ER
GE
NC
Y
SP
ILL
W
AY
EL
EV
3.7
IMPERVIOUS CORE/CUT-OFF
TRENCH (AS DIRECTED BY
GEOTECHNICAL ENGINEER)
481 L
O
R
C
L
E
EX. 12"Ø POTABLE
WATER MAIN
(LOCATION
APPROXIMATE)
EX. GRAVEL
DRIVE (TYP.)
PREVENTER AND
METER PIT (LOCATION
APPROXIMATE)
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)
35+00
36+00
PT: 34+04.68
PC: 35+07.87
36" RCP
36" RCP
12" HDPE
15" HDPE
36" RCP
D7
24" RCP
4.8%
4.7%
5.0%
3:1
3:1
3 GS
3 20
GS
2 20
GS
99 60
GS
97 20
GS
98 90
GS
0 46
GS
GS
4 31
GS
3 00
GS
3:1
78 00
INV
2 07
EP
2 07
EP
501 500
2 04
TOP
2 04
TOP
2 57
GS
3:1
98 52
TOP
SWM POND
100-YR. WSE=483.75
1 50
TOP
2 25
LP
96 80
GS
10'
10'
10' 77 00
INV
TOP
47883 70
GS
8' WIDE
EMERGENCY
SPILLWAY
9+75
10+00
+0
D7
9+50
10+00
11+00
12+00
13+00
+5
12" HDPE
PC: 12+65.95
PC: 10+74.43
9+
10+00
11+00
12+00
13+00
9+
+0
11+00
12+00
13+
+0
GRAPHICAL SCALE: 1" = 50'
50 25 0 50 100 150
CU263
SWM CROSS SECTIONS
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 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 : G
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IN
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U-
3.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
VERTICAL SCALE: 1" = 5'
SCALE: 1" = 50' H / 1" = 5' V
SECTION THROUGH OUTLET CHANNEL, PRINCIPAL SPILLWAY & SWM POND
SCALE: 1" = 50' H / 1" = 5' V
SECTION THROUGH SWM POND EMBANKMENT
| Sheets and Views |
| 41 ROADWAY CENTERLINE PROFILE |
| 42 ROADWAY CENTERLINE PROFILE |
| 43 ROADWAY CENTERLINE PROFILE |
| 44 STORM SEWER PROFILES |
| 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 .