S02_Attachment-9_Plans_916CM3017_Part7.pdf
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- Solicitation number
- 36C78620B0019
About this file
This document package includes construction plans and specifications for a burial expansion project at the Dallas Fort Worth National Cemetery. Key details include construction of new burial sections totaling over 15,000 pre-placed crypts and in-ground cremain sites, grading and drainage improvements across over 100 acres, and installation of new storm sewer infrastructure. The project, numbered 916CM3017, has an estimated value of $25-50 million and is being procured under solicitation 36C78620B0019 as an IFB with bid submissions due through the VA's eCMS portal. The construction work will be performed for the Department of Veterans Affairs National Cemetery Administration and involves multiple prime contractors.
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SECTION 46
1,102 DOUBLE-DEPTH
PRE-PLACED CRYPTS
(WITHIN 3'X8' PLOTS)
665A
SM
[4
7]B
GR
AV
ES
IT
E
GR
ID
MO
NU
ME
NT
(T
YP
88' (TYP.)
GRAVESITE GRID
MONUMENT
(TYP.)
GRAVESITE GRID
MONUMENT
(TYP.)
SM [46]B
SM [46]A
+0
+0
M [A7]A M [46]B
BM [46]
' (T
YP
3' (T
YP
BM [46]
LEGEND:
PRE-PLACED CRYPTS
INTERIOR CRYPT (TYP.)
PERIMETER CRYPT (TYP.)
CONCRETE SECTION MARKER
HEADSTONE FACE DIRECTION
GRAVESITE GRID MONUMENT
IN-GROUND CREMAIN SITES
DT502
DT502
1. COORDINATE INFORMATION SHOWN IS PER THE TEXAS STATE PLANE, NORTH
CENTRAL ZONE (NAD 83) COORDINATE SYSTEM IN U.S. FEET. VERTICAL DATUM IS
REFERENCED TO (NAVD 88).
2. ALL GRAVESITE GRID MONUMENTS SHOWN SHALL BE LAID OUT BY A LICENSED
LAND SURVEYOR ENGAGED BY THE CONTRACTOR, USING COORDINATES &
BEARINGS SHOWN.
SITE LAYOUT NOTES:
BASELINE
BEARING [DEFINED BY]
NORTHING EASTING
MONUMENT
M[40]A 6945619.92 2448553.37
N54°14'32.60"E (M[40]A TO M[40]B)BM[40]
MONUMENT LAYOUT CHART
N54°14'32.60"E (M[42]A TO M[42]B)BM[42]
BM[44]
S47°31'04.85"W (M[41]A TO M[A1]B)BM[41]
BM[43]
BM[45]
N32°27'43.06"E (M[53]A TO M[53]B)BM[53]
BM[51]
BM[49]
BM[47]
S17°00'19.11"W (M[52]A TO M[52]B)BM[52]
BM[50]
BM[48]
BM[46]
M[40]B 6945645.63 2448589.08 M[42]A 6945465.99 2448609.99 M[42]B 6945491.71 2448645.70 M[44]A 6945373.48 2448676.61 M[44]B 6945399.20 2448712.31 M[41]A 6945507.72 2448486.38 M[41]B 6945448.29 2448421.48 M[43]A 6945355.06 2448626.18 M[43]B 6945295.63 2448561.28 M[45]A 6945202.40 2448765.97 M[45]B 6945142.97 2448701.08 M[53]A M[53]B 6945190.37 2448187.13 M[51]A 6945092.06 2448259.70 M[51]B 6945129.18 2448283.31 M[49]A 6945057.89 2448477.37 M[49]B 6945095.01 2448500.98 M[47]A 6944973.08 2448610.68 M[47]B 6945010.21 2448634.29 M[52]A 6945074.90 2448113.18 M[52]B 6944990.75 2448087.45 M[50]A 6945015.32 2448311.42 M[50]B 6944931.17 2448285.69 M[48]A 6944954.78 2448509.37 M[48]B 6944870.63 2448483.64 M[46]A 6944894.24 2448707.32 M[46]B 6944810.09 2448681.59
N54°14'32.60"E (M[44]A TO M[44]B)
S47°31'04.37"W (M[43]A TO M[43]B)
S47°31'04.40"W (M[45]A TO M[45]B)
6945153.25 2448163.51
N32°27'43.06"E (M[51]A TO M[51]B)
N32°27'43.06"E (M[49]A TO M[49]B)
N32°27'43.06"E (M[47]A TO M[47]B)
S17°00'19.56"W (M[50]A TO M[50]B)
S17°00'19.11"W (M[48]A TO M[48]B)
S17°00'19.55"W (M[46]A TO M[46]B)
MARKER
NORTHING EASTING
NORTHING EASTING
STATION #
SM[40]A 6945696.43 2448508.38
SM[40]B 6945566.96 2448542.58
SM[42]A 6945533.00 2448556.11
SM[42]B 6945423.09 2448618.95
SM[44]A 6945395.58 2448640.23
SM[44]B 6945306.18 2448731.75
SM[41]A 6945605.16 2448492.81
SM[41]B 6945450.66 2448557.76
FWS-1 6945537.84 2448518.95
SM[43]A 6945421.58 2448576.07
NOTES:
1. NORTHING & EASTING FOR FLOWER
WATERING STATIONS IS BASED ON
CENTROID OF CONCRETE PAD.
SECTION MARKER LAYOUT CHART
FWS LAYOUT CHART
FWS-2 6945370.38 2448657.32
FWS-3 6945226.55 2448778.16
FWS-4 6945062.07 2448204.93
FWS-5 6945049.69 2448457.19
FWS-6 6944915.99 2448592.76
SM[43]B 6945296.46 2448686.97
SM[45]A 2448720.11
SM[45]B 2448819.98
SM[53]A 2448092.34
SM[53]B 2448183.79
SM[51]A 2448214.63
SM[51]B 2448348.05
SM[49]A 2448390.96
SM[49]B 2448505.61
SM[52]A 2448087.00
SM[52]B 2448195.26
SM[50]A 2448231.22
SM[50]B 2448402.57
SM[48]A 2448439.04
SM[48]B 2448586.47
6945269.01 6945170.83 6945208.27 6945110.93 6945098.79 6945064.98 6945066.59 6945028.61
6945151.91 6945062.76 6945047.34 6945029.59 6945021.61 6944914.96
SM[47]A 2448530.80
SM[47]B 2448691.16
6945008.47 6944931.16
SM[46]A 2448618.62
SM[46]B 2448754.85
6944902.41 6944910.95
CS121
BURIAL SECTION LAYOUT PLAN
SECTION 46
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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S-
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
GRAPHICAL SCALE: 1" = 10'
10 5 0 10 20 30
KEY MAP
(NOT TO SCALE)
B1 B3 B2
A1 A3 A2 B4 B5
B7 B6
A4 A6A5 A7
525530535
540545
515 510
EX. 8" WATER
MAIN (TYP.)
(LOCATION
APPROXIMATE)
L
O
N
E
S
T
A
R
C
I
R
C
L
E
EX. UNDERGROUND
TELEPHONE CABLE & FIBER
OPTIC CABLE IN 4"Ø PVC
CONDUIT W/ 4"Ø PVC SPARE
CONDUIT (LOCATION
APPROXIMATE)
EX. 30"Ø HIGH PRESSURE
GAS TRANSMISSION MAIN
(LOCATION APPROXIMATE)
EX. 12"Ø POTABLE
WATER MAIN
(LOCATION
APPROXIMATE)
EX. UTILITY EASEMENT
VOLUME 98193, PAGE 2128
O.P.R.D.C.T.
EX. GRAVEL
DRIVE (TYP.)
EX. 12"Ø
IRRIGATION
WATER MAIN
(LOCATION
APPROXIMATE)
EX. 12"Ø POTABLE
WATER MAIN
(LOCATION
APPROXIMATE)
EX. IRRIGATION
BACKFLOW
PREVENTER AND
METER PIT (LOCATION
APPROXIMATE)
EX. GRAVEL
DRIVE (TYP.)
EX. 2" IRRIGATION WATER
LATERAL (LOCATION
APPROXIMATE)
EX. 2" IRRIGATION
WATER LATERAL
(LOCATION
APPROXIMATE)
+0
+0
12+00
+0
+0
+0
16+00
+0
PC: 10+42.83
PT: 11+70.38
PC: 12+30.14
PT: 13+81.65
PRC: 15+94.47
15" RCP
" R
CP
RELOCATE EX. WATER
& IRRIGATION LINES
(MIN. 3.5' COVER)
43A
D4
15" RCP
18" RCP
D2
15" HDPE
PC: 14+41.94
" R
CP
24" RCP
4115" RCP
41A
D1
15" HDPE
40+00
41+00
P
P
T
P
C
" R
CP
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.
4:1
3:1
3:1
9 93
GS
8 79
GS
20 74
TOP20 74
TOP
26 41
TOP
18 20
TOP
20 30
TOP
5 00
TOP
97 75
INV
3 38
TOP3 44
TOP
95 41
TC
TC
2 70
TOP
3 20
GS
97 75
GS
93 37
GS 9
93 80
TC
93 89
TC
17 04
TC
17 11
TC
18 82
GS
4:1518 517
516 515 514 513 512
17 49
TC
18 57
GS
20 75
TC
20 80
GS
LIMITS OF WORK
STORM SEWER PIPE
DI DROP INLET
MH MANHOLE
TC TOP OF CURB
GS GROUND SPOT
EP EDGE OF PAVEMENT
TOP TOP OF STRUCTURE
INV. INVERT OF STRUCTURE
EXISTING STORM PIPE
STORM STRUCTURE
EXISTING STORM STRUCTURE
LIMITS OF GRADING
CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE
HP HIGH POINT
LP LOW POINT
CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /
UNDERDRAIN HEADER PIPE
LEGEND:
LIMITS OF CLEARING
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 POTABLE
WATER MAIN
(LOCATION
APPROXIMATE)
EX. GRAVEL
DRIVE (TYP.)
EX. UNDERGROUND
TELEPHONE CABLE & FIBER
OPTIC CABLE IN 4"Ø PVC
CONDUIT W/ 4"Ø PVC SPARE
CONDUIT (LOCATION
APPROXIMATE)
16+00
+0
+0
19+00
20+00
21+00
22+00
23+00
PRC: 17+80.76
PT
: 2
2+
.37
PC
: 2
2+
.47
" R
CP
12" RCP
45A
D3
12" 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.
3:1
3:1
4:1
535530
4:1
46 85
GS
46GS
47 01
GS
13 81
GS
9 GS
14 01
GS
45 32
GS
36 81
GS
35 80
TOP
26 41
TOP
33 90
TOP 33 90
TOP
35 15
GS
4:1
517 514
36 22
GS
47 00
GS
46 90
HP
46 18
GS
KEY
DRAIN BASIN 4
DT505
CURB INLET 1
DT504
FLARED CONCRETE HEADWALL 1
DT505
KEYNOTE LEGEND:
DESCRIPTION
RIP-RAP OUTLET 8
GC501
ACCESSIBLE CURB RAMP 5
DT503
TIE TO EX. CURB & GUTTER9
DROP INLET
DT504
STORM DRAIN MANHOLE
DT504
SWM RISER STRUCTURE 1
DT506
10 CONCRETE PLUG FOR FUTURE
STORM PIPE CONNECTION
DT505
11 TXDOT CLASS 2 TYPE E SOIL RETENTION BLANKET
12 RIP-RAP SLOPE PROTECTION
1. CONTRACTOR SHALL PERFORM UTILITY LOCATION FOR ALL UNDERGROUND
UTILITIES AND NOTIFY THE VA IN THE EVENT ADJUSTMENTS ARE REQUIRED TO
ENSURE THE IMPROVEMENTS ARE CONSTRUCTED IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.
2. NOTE PLAN LOCATIONS WHERE CONSTRUCTION LIMITS CROSS THE EXISTING GAS
MAIN. 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.
3. HORIZONTAL DATUM IS REFERENCED TO THE TEXAS STATE PLANES, NORTH
CENTRAL ZONE (NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED
TO (NAVD 88.
4. STORM SEWER TOP ELEVATIONS SHOWN FOR CURB INLET STRUCTURES REFER TO
THE ELEVATION AT THE CENTER OF THE STRUCTURE.
GRADING NOTES:
CG101
GRADING & DRAINAGE PLAN
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
G-
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" = 30'
30 15 0 30 60 90
KEY MAP
(NOT TO SCALE)
PERENNIAL
TRIBUTARY
STREAM
PERENNIAL
TRIBUTARY
STREAM
APPROXIMATE LOCATION OF
100-YEAR FLOOD PLAIN
APPROXIMATE LOCATION OF
100-YEAR FLOOD PLAIN
EX. 12"Ø POTABLE
WATER MAIN
(LOCATION
APPROXIMATE)
EX. UTILITY EASEMENT
VOLUME 98193, PAGE 2128
O.P.R.D.C.T.
12" PVC SAN. SEW.
(APPROXIMATE LOCATION)
EX. GRAVEL
DRIVE (TYP.)
EX. 12"Ø POTABLE
WATER MAIN
(LOCATION
APPROXIMATE)
EX. IRRIGATION
BACKFLOW
PREVENTER AND
METER PIT (LOCATION
APPROXIMATE)
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 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)
+0
32+00
33+00
34+0035+00 36+00
37+00
38+00
PT
: 3
4+
.68
PC
: 3
5+
.87
" R
CP
24" RCP
" R
CP
15" RCP
24" RCP
12" RCP
24" RCP
" H
DP
E
HDPE
21A
31A
D6
D8
D4
C1
C2
" H
DP
E
36" RCP
" H
DP
E
" H
DP
E
12" HDPE
15" HDPE
" H
DP
E
15" HDPE
D5
12" HDPE
D9
36" RCP
C3
C4
D7
39+00
40+00
P
T
P
P
T
" R
CP
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.
4.8
4.7
5.0
3.0%
2.6
3.0%
3:1
3:1
3:1
3:1
3:1
3:1
5 00
TOP
530520
9 62
GS
14 41
GS
8 05
GS
9 34
GS
5 40
GS
3:1
515 520
14 11
GS
13 81
GS
6 80
GS
9 79
GS
9 93
GS
14 01
GS
9 49
GS9 40
GS
3 54
GS
5 69
GS
4 85
GS
7 85
GS
6 80
GS
7 05
GS
8 36
GS
8 65
GS
4 91
GS
5 75
GS
6 04
GS
5 89
GS
3 20
GS
2 20
GS
99 60
GS
97 20
GS
5 02
GS
98 90
GS
0 46
GS
6 40
GS
7 25
GS
GS
4 31
GS
8 79
GS
3 00
GS
27 84
GS
30 47
GS3148
GS
3:1
78 00
INV
7 76
EP
2 07
EP
2 07
EP
7 43
EP
28 26
TOP
28 26
TOP
TOP
2 04
TOP
2 04
TOP
5 30
TOP
5 30
TOP
5 00
TOP
481482
4:1
97 75
GS
8 86
TOP
9 02
GS
GS
2 57
GS
4 75
TOP
8 82
GS
517 514
9 13
GS
12 32
GS
6 33
HP
507506
3:1
98 52
TOP
3:1
509 508
5 00
TOP
508 3:1
3:1
SWM POND
100-YR. WSE=483.75
1 50
TOP
2 25
LP
4:1
514 513 512
96 80
GS
10'
10'
8 53
GS
77 00
INV
TOP
477478
478479480
83 70
GS
7 00
HP
510 511
4 00
TOP
5 49
GS
6 50
HP
4 80
HP
13 41
HP
521522523524
517 516 515
LIMITS OF WORK
STORM SEWER PIPE
DI DROP INLET
MH MANHOLE
TC TOP OF CURB
GS GROUND SPOT
EP EDGE OF PAVEMENT
TOP TOP OF STRUCTURE
INV. INVERT OF STRUCTURE
EXISTING STORM PIPE
STORM STRUCTURE
EXISTING STORM STRUCTURE
LIMITS OF GRADING
CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE
HP HIGH POINT
LP LOW POINT
CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /
UNDERDRAIN HEADER PIPE
LEGEND:
LIMITS OF CLEARING
KEY
DRAIN BASIN 4
DT505
CURB INLET 1
DT504
FLARED CONCRETE HEADWALL 1
DT505
KEYNOTE LEGEND:
DESCRIPTION
RIP-RAP OUTLET 8
GC501
ACCESSIBLE CURB RAMP 5
DT503
TIE TO EX. CURB & GUTTER9
DROP INLET
DT504
STORM DRAIN MANHOLE
DT504
SWM RISER STRUCTURE 1
DT506
10 CONCRETE PLUG FOR FUTURE
STORM PIPE CONNECTION
DT505
11 TXDOT CLASS 2 TYPE E SOIL RETENTION BLANKET
12 RIP-RAP SLOPE PROTECTION
1. CONTRACTOR SHALL PERFORM UTILITY LOCATION FOR ALL UNDERGROUND
UTILITIES AND NOTIFY THE VA IN THE EVENT ADJUSTMENTS ARE REQUIRED TO
ENSURE THE IMPROVEMENTS ARE CONSTRUCTED IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.
2. NOTE PLAN LOCATIONS WHERE CONSTRUCTION LIMITS CROSS THE EXISTING GAS
MAIN. 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.
3. HORIZONTAL DATUM IS REFERENCED TO THE TEXAS STATE PLANES, NORTH
CENTRAL ZONE (NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED
TO (NAVD 88.
4. STORM SEWER TOP ELEVATIONS SHOWN FOR CURB INLET STRUCTURES REFER TO
THE ELEVATION AT THE CENTER OF THE STRUCTURE.
GRADING NOTES:
GRAPHICAL SCALE: 1" = 30'
30 15 0 30 60 90
KEY MAP
(NOT TO SCALE)
CG102
GRADING & DRAINAGE PLAN
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
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\S
BU
\E
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IN
\33
\02
\P
LA
NS
\B
ID
D
OC
UM
EN
TS
\C
G-
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
UNITED GAS PIPELINE COMPANY
(TRACT 1) 30' EASEMENT
VOLUME 74139, PAGE 2931
D.R.D.C.T.
W
'0
W
EX. UTILITY EASEMENT
VOLUME 98193, PAGE 2128
(O.P.R.D.C.T.)
3" SQUARE POST METAL
FOUND BEARS: N 62°56'39"
W 7.53'
EX. CHAIN LINK
FENCE (TYP.)
EX.
PROPERTY
LINE (TYP.)
EX. LIGHT
POLE (TYP.)
EX. 12"Ø POTABLE
WATER MAIN
(LOCATION
APPROXIMATE)
EX. FIRE
HYDRANT (TYP.)
SECTION 52
1,086 PRE-PLACED
DOUBLE-DEPTH CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 53
998 IN-GROUND
CREMAIN SITES
(WITHIN 4'x4' PLOTS)
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 46
1,102 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)
22+00
23+00 24+00
25+00
26+
27+00 28+00
29+00
+0
+0
PT
: 2
2+
.37
PC
: 2
2+
.47
PRC: 26+06.70
PR
C:
+9
8.8
18" R
CP
12" RCP
24" RCP
15" RCP
12" RCP
12" RCP
12" HDPE
12" HDPE
" H
DP
E
31A
33A
D6
D14
D12
D10
8" PVC
12" HDPE
12" HDPE
12" HDPE
12" HDPE
" H
DP
E
12" HDPE
12" HDPE 12" HDPE
12"
HD
PE
12" HDPE
12" HDPE
12" HDPE
C12
C11
C10
C9
C8
C7
C6
C5
C4
D11
D13
D15
8" PVC
VERTICAL LOCATION
8.0
8.0%
8.0
2.3
2.2
2.9
3.0
3:1
4:1
3:1
3:1
530520
546 544
519513
9 62
GS
14 41
GS
9 34
GS
3:1
515 520
4:1
42 39
GS
37 86
GS
48 41
GS
4:1
4:1
4:1
46 11
GS
42 57
GS
38 02
GS
44 81
GS
4:1
46 85
GS
37 08
TOP
33 17
TOP
43 26
GS
42 32
TOP
45 90
GS
543544
45 92
GS
46 02
GS
43 71
GS
44 29
GS
46 87
GS
47 01
GS
48 55
GS
47 66
GS
47 77
GS
38 63
GS
34 86
GS
35 18
GS
40 41
GS
40 21
GS
38 76
GS
35 79
GS
34 43
TOP
34 65
GS
30 96
GS
14 11
GS
9 49
GS9 40
GS
7 05
GS
8 36
GS
8 65
GS
GS
27 84
GS
GS
30 47
GS
35 79
GS36 60
GS
GS
32 44
GS
GS
GS
GS
43 20
GS
39 62
GS
44 41
GS
45 32
GS
36 81
GS
33 61
GS
39 16
GS
35 83
GS
8.0%
34 81
GS
43 00
EP
43 17
EP
34 40
EP
34 40
EP
42 79
TOP
38 79
TOP
38 79
TOP
34 29
TOP
28 26
TOP
28 26
TOP
GS
4:1
GS
9 13
GS
12 32
GS
507506
3:1
509 508
5 00
TOP
508 3:1
GS
30 76
GS
38 00
TOP
38 50
HP
43 64
TOP
4:1
47 00
GS
46 90
HP
7 00
HP
510 511
6 50
HP
13 41
HP
521522523524
517 516 515
53746 18
GS
38 03
GS
37 62
GS
GS
LIMITS OF WORK
STORM SEWER PIPE
DI DROP INLET
MH MANHOLE
TC TOP OF CURB
GS GROUND SPOT
EP EDGE OF PAVEMENT
TOP TOP OF STRUCTURE
INV. INVERT OF STRUCTURE
EXISTING STORM PIPE
STORM STRUCTURE
EXISTING STORM STRUCTURE
LIMITS OF GRADING
CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE
HP HIGH POINT
LP LOW POINT
CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /
UNDERDRAIN HEADER PIPE
LEGEND:
LIMITS OF CLEARING
KEY
DRAIN BASIN 4
DT505
CURB INLET 1
DT504
FLARED CONCRETE HEADWALL 1
DT505
KEYNOTE LEGEND:
DESCRIPTION
RIP-RAP OUTLET 8
GC501
ACCESSIBLE CURB RAMP 5
DT503
TIE TO EX. CURB & GUTTER9
DROP INLET
DT504
STORM DRAIN MANHOLE
DT504
SWM RISER STRUCTURE 1
DT506
10 CONCRETE PLUG FOR FUTURE
STORM PIPE CONNECTION
DT505
11 TXDOT CLASS 2 TYPE E SOIL RETENTION BLANKET
12 RIP-RAP SLOPE PROTECTION
1. CONTRACTOR SHALL PERFORM UTILITY LOCATION FOR ALL UNDERGROUND
UTILITIES AND NOTIFY THE VA IN THE EVENT ADJUSTMENTS ARE REQUIRED TO
ENSURE THE IMPROVEMENTS ARE CONSTRUCTED IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.
2. NOTE PLAN LOCATIONS WHERE CONSTRUCTION LIMITS CROSS THE EXISTING GAS
MAIN. 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.
3. HORIZONTAL DATUM IS REFERENCED TO THE TEXAS STATE PLANES, NORTH
CENTRAL ZONE (NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED
TO (NAVD 88.
4. STORM SEWER TOP ELEVATIONS SHOWN FOR CURB INLET STRUCTURES REFER TO
THE ELEVATION AT THE CENTER OF THE STRUCTURE.
GRADING NOTES:
GRAPHICAL SCALE: 1" = 30'
30 15 0 30 60 90
KEY MAP
(NOT TO SCALE)
CG103
GRADING & DRAINAGE PLAN
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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G-
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
TEST PIT TO CONFIRM
HORIZONTAL AND VERTICAL
FIN
ISH
ED
G
RA
DE
PIT
CH
: 4 .8%
N8 8°
' 4
1.4 "E
FG 508.79
FG 508.73
FG 508.68
FG 508.62
FG 508.24
FG 508.02
FG 507.80
FG 507.85
FG 507.80
FG 507.74
FG 507.69 FG 507.25
FG 504.31
SECTION 40
996 IN-GROUND
CREMAINS SITES
(WITHIN 4'X4' PLOTS)
7 51
EP
7 43
GS 7 67
TC
7 84
TC
15" HDPE
FG 508.19
FG 508.13
FG 508.07
FG 508.19
FG 503.23
FG 503.28 FG 502.20
FG 502.25 FG 501.17
IN-GROUND CREMAINS PLOTS
GRAVESITE GRID MONUMENT
PRE-PLACED CRYPTS
PERIMETER
CRYPT (TYP.)
INTERIOR
CRYPT (TYP.)
ELEVATION LABEL
FINISHED GRADE ELEVATIONFG
TOP OF CRYPT LID ELEVATIONTL
EXISTING CONTOUR (5' INTERVAL)
EXISTING CONTOUR (1' INTERVAL)
PROPOSED CONTOUR (5' INTERVAL)
PROPOSED CONTOUR (1' INTERVAL)
FG: 200.00
TL: 198.25
UNDERDRAIN INVERTINV
CLEANOUT INVERT OUT AND FINISHED
GRADE ELEVATION LABEL
FG: 200.00
INV.: 191.75
CONCRETE SECTION MARKER
HEADSTONE FACE DIRECTION
LEGEND:
STORM SEWER PIPE
CURB INLET
CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE
CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /
UNDERDRAIN HEADER PIPE
STORM DRAIN MANHOLE
STORM DRAIN BASIN
GRADING NOTES:
1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.
2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR
CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE
CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY
POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.
3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND
ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH.
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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\B
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OC
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EN
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\C
G-
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
CG-110
BURIAL SECTION GRADING
ENLARGEMENT SECTION 40
GRAPHICAL SCALE: 1" = 10'
10 5 0 10 20 30
FIN
IS
HE
D
GR
AD
E
PI
TC
H:
4.
7%
N7 2°
' 3
8.4 "E
SECTION 42
998 IN-GROUND
CREMAINS SITES
(WITHIN 4'X4' PLOTS) 485
" R
CP
15" RCP
21A
FG 500.64
FG 500.34 FG 499.86
FG 499.98 FG 499.38
FG 499.50 FG 499.02
FG 499.08
FG 506.40
FG 506.22
FG 505.74
FG 505.26 FG 505.02
FG 505.92
FG 505.44
IN-GROUND CREMAINS PLOTS
GRAVESITE GRID MONUMENT
PRE-PLACED CRYPTS
PERIMETER
CRYPT (TYP.)
INTERIOR
CRYPT (TYP.)
ELEVATION LABEL
FINISHED GRADE ELEVATIONFG
TOP OF CRYPT LID ELEVATIONTL
EXISTING CONTOUR (5' INTERVAL)
EXISTING CONTOUR (1' INTERVAL)
PROPOSED CONTOUR (5' INTERVAL)
PROPOSED CONTOUR (1' INTERVAL)
FG: 200.00
TL: 198.25
UNDERDRAIN INVERTINV
CLEANOUT INVERT OUT AND FINISHED
GRADE ELEVATION LABEL
FG: 200.00
INV.: 191.75
CONCRETE SECTION MARKER
HEADSTONE FACE DIRECTION
LEGEND:
STORM SEWER PIPE
CURB INLET
CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE
CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /
UNDERDRAIN HEADER PIPE
STORM DRAIN MANHOLE
STORM DRAIN BASIN
GRADING NOTES:
1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.
2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR
CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE
CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY
POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.
3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND
ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH.
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
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\E
NG
IN
\33
\02
\P
LA
NS
\B
ID
D
OC
UM
EN
TS
\C
G-
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
CG-111
BURIAL SECTION GRADING
ENLARGEMENT SECTION 42
GRAPHICAL SCALE: 1" = 10'
10 5 0 10 20 30
| Sheets and Views |
| 24 BURIAL SECTION LAYOUT PLAN SECTION 46 |
| 25 GRADING & DRAINAGE PLAN |
| 26 GRADING & DRAINAGE PLAN |
| 27 GRADING & DRAINAGE PLAN |
| 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 .