S02_Attachment-5_Plans_916CM3017_Part3.pdf
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- Solicitation number
- 36C78620B0019
About this file
This document package includes construction plans and specifications for a federal contract opportunity to expand burial space at the Dallas-Fort Worth National Cemetery. The project involves grading and drainage improvements; construction of committal shelters, columbariums, and public facilities; and associated site work. Key details include the installation of temporary erosion and sediment controls; excavation and installation of underground storm and sanitary sewer lines; grading for new burial sections and roadways; and landscaping. The solicitation number is 36C78620B0019 and was issued by the Department of Veterans Affairs National Cemetery Administration for an indefinite-delivery/indefinite-quantity construction contract to add over 10,000 new burial spaces and related infrastructure at the cemetery located in Dallas County, Texas. The bid submission deadline is not provided.
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COMMITTAL
SHELTER A
COMMITTAL
SHELTER B
COMMITTAL
SHELTER C
COMMITTAL
SHELTER D
PUBLIC INFORMATION &
RESTROOMS
EX. LIGHT
POLE (TYP.)
+0
+0
12+00
+0
+0
+0
16+00
+0
+0
19+00
20+00
21+00
22+00
23+00 24+00
25+00
26+
27+00 28+00
29+00
+0
+0
32+00
33+00
34+0035+00 36+00
37+00
38+00
39+00
40+00
41+00
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.
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.
SEE DRAWINGS
CS102:SITE LAYOUT PLAN,
CG102:GRADING & DRAINAGE PLAN,
L-102:LANDSCAPE PLAN,
LI102:IRRIGATION PLAN
SEE DRAWING
CS103:SITE LAYOUT PLAN,
CG103:GRADING & DRAINAGE PLAN,
L-103:LANDSCAPE PLAN'
LI103:IRRIGATION PLAN
SEE DRAWING
CS101:SITE LAYOUT PLAN,
CG101:GRADING & DRAINAGE PLAN,
L-101:LANDSCAPE PLAN,
LI101:IRRIGATION PLAN
SEE DRAWING
GC101:EROSION AND
SEDIMENT CONTROL PLAN -
NORTHWESTERN AREA
SEE DRAWING
GC101:EROSION AND
SEDIMENT CONTROL PLAN -
NORTHWESTERN AREA
SEE DRAWING
GC102:EROSION AND
SEDIMENT CONTROL PLAN
PROPOSED
CORTEGE
EXPANSION
(N.I.C.)
PROPOSED
COMMITTAL
SHELTER
(N.I.C.)
PROPOSED
COLUMBARIUM
(N.I.C.)
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
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0.D W
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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" = 150'
150 75 0 150 300 450
KEY MAP
(NOT TO SCALE)
OVERALL SITE PLAN AND KEY MAP
CS100
BURIAL SECTION 25
BURIAL SECTION 24
PUBLIC INFORMATION &
RESTROOMS
BURIAL SECTION 31
BURIAL SECTION 32
BURIAL SECTION 33
EX. 8" SANITARY SEWER
MAIN
EX. 48" RCP
EX. 2
1"
RCP
EX. 24" RCP
EX. 18" RCP
EX. 4" PVC
UNDERDRAIN
EX
. 1
8" R
CP
EX
. 3
0" R
CP
EX
. 1
8" R
CP
EX. 18" RCP
EX. 36" RCP
EX
. 1
8" R
CP
EX. GRAVEL
DRIVE (TYP.)
EX. 30" RCP
510 510
PROPOSED
CORTEGE
EXPANSION
(N.I.C.)
CONSTRUCTION
STAGING, SPOILS &
STORAGE AREA
SC
F
SC
F
SC
F
SC
F
SCF
SCF
SC
F
SC
F SCF
SCF
SCF
TEMPORARY GRAVEL
CONSTRUCTION
ACCESS ROAD
15'
15'
FILTER
STONE SCF
CE
T
R
I
N
I
T
Y
W
A
Y
T
E
J
S
B
O
U
L
E
V
A
R
D T
E
J
U
L
E
V
A
R
D
CORTEGE
LO
O
P RO
AD
TEMPORARY STABILIZED
CONSTRUCTION EXIT WITH
WASH RACK. (WATER
SOURCE FROM TANK
TRUCK, OR EXISTING
ON-SITE WATER SERVICE)
SEDIMENT CONTROL FENCESCF SCF
STABILIZED CONSTRUCTION
ENTRANCE
DIVERSION DIKE
IP INLET PROTECTION
(EROSION CONTROL LOG)
OUTLET PROTECTION
(PLACED RIP-RAP AT OUTLET)
LIMITS OF WORK
DD
OP
CE
EROSION CONTROL LOGECL ECL ECL
ROCK BERM
GC501
GC501
GC501
GC501
GC501
GC501
GC501
CONCRETE WASHOUT
GC501
LEGEND:
ECL ECL
SEDIMENT BASIN
WITH PIPE OUTLET
GC501
S.B.
DRAINAGE DIVIDE
RB
SCF
CW
GRAVEL DRIVE 9
DT503
CONSTRUCTION STAGING,
SPOILS & STORAGE AREA
LIMITS OF CLEARING
VERTICAL TRACKING 9
GC501VT
BURIAL SECTION 28
BURIAL SECTION 29
BURIAL SECTION 30
BURIAL SECTION 31
EX
. 2
4"
RC
P
EX. GRAVEL
DRIVE (TYP.)
R
I G
H
T
O
F
W
A
Y
EX. UTILITY
POLE (TYP.)
EX. WROUGHT
IRON FENCE
(TYP.)
TEMPORARY STABILIZED
CONSTRUCTION EXIT
CE
15'
15'
T E
J
U
L E
V
A
R
D
M
O
U
N
T A
I N
C
R
E
E
K
P
R
K
W
A
Y
1. PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY, ALL TEMPORARY EROSION AND
SEDIMENTATION (E&S) CONTROL MEASURES MUST BE PROPERLY INSTALLED AND MAINTAINED IN
ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. THESE CONTROLS MUST REMAIN IN
PLACE UNTIL GOVERNMENT ACCEPTANCE.
2. ALL WORK AND EARTH DISTURBANCE SHALL BE DONE IN A MANNER THAT MINIMIZES POLLUTION OF
ANY ON-SITE OR OFF-SITE WATERS.
3. ANY EARTH DISTURBANCE SHALL BE PERFORMED IN SUCH A MANNER SO AS TO EFFECTIVELY
REDUCE ACCELERATED SOIL EROSION AND RESULTING SEDIMENTATION.
4. CONCRETE WASH WATER SHALL BE CONTAINED AND DISPOSED OF IN ACCORDANCE WITH LOCAL
AND STATE REGULATORY REQUIREMENTS. NO WASH WATER SHALL BE DISCHARGED TO OR
ALLOWED TO RUNOFF TO STATE WATERS, INCLUDING ANY SURFACE OR SUBSURFACE STORM
DRAINAGE SYSTEM OR FACILITIES.
5. THE DISCHARGE OF CONCRETE WASHOUT WATER TO AN INLET, SWALE, ANY PORTION OF THE
STORM DRAINAGE SYSTEM OR ANYTHING EXCEPT A DESIGNATED CONTAINMENT AREA SHALL BE
PROHIBITED
6. THE QUANTITY OF MATERIALS STORED ON THE PROJECT SITE SHALL BE LIMITED, AS MUCH AS
PRACTICAL, TO THAT QUANTITY REQUIRED TO PERFORM THE WORK IN AN ORDERLY SEQUENCE.
ALL MATERIALS STORED ON-SITE SHALL BE STORED IN A NEAT, ORDERLY MANNER, IN THEIR
ORIGINAL CONTAINERS, WITH ORIGINAL MANUFACTURER'S LABELS.
7. BULK STORAGE FOR PETROLEUM PRODUCTS AND OTHER CHEMICALS SHALL HAVE ADEQUATE
PROTECTION SO AS TO CONTAIN ALL SPILLS AND PREVENT ANY SPILLED MATERIAL FROM
ENTERING STATE WATERS, INCLUDING ANY SURFACE OR SUBSURFACE STORM DRAINAGE SYSTEM
OF FACILITIES.
8. CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES
NECESSARY TO ENSURE THAT STREETS ARE KEPT IN A CLEAN AND DUST FREE CONDITION AT ALL
TIMES.
9. THE SEDIMENT BASIN SHOULD BE INSPECTED REGULARLY (AT LEAST AS OFTEN AS REQUIRED BY
THE TPDES GENERAL PERMIT REQUIREMENTS) TO CHECK FOR CLOGGING OF THE VOID SPACES
BETWEEN STONES. THE FILTER STONE MAY REQUIRE MAINTENANCE IF IT APPEARS CLOGGED OR MAY BE RAKED WITH A GARDEN RAKE TO ALLOW THE WATER TO RELEASE. IF THE FILTER STONE
APPEARS COMPLETELY CLOGGED, THEN THE FILTER STONE WILL HAVE TO BE REMOVED AND
REPLACED.
10. TRASH AND DEBRIS SHOULD BE REMOVED FROM THE SEDIMENT BASIN AFTER EACH STORM EVENT TO PREVENT IT FROM PLUGGING THE ROCK. DEPOSITED SEDIMENT SHALL BE REMOVED WHEN IT
ACCUMULATES TO ONE-HALF THE WET STORAGE DEPTH. THE REMOVED SEDIMENT SHALL BE
STOCKPILED OR REDISTRIBUTED IN AREAS THAT ARE PROTECTED WITH EROSION AND SEDIMENT
CONTROLS.
11. CHECK THE EMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE AND INSPECT THE
EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
12. SPECIFICATIONS FOR ALL CONSTRUCTION OF ALL EROSION AND SEDIMENT CONTROL ITEMS MAY
BE FOUND IN THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH
CENTRAL TEXAS COUNCIL OF GOVERNMENTS.
13. STABILIZATION OF DISTURBED AREAS MUST, AT A MINIMUM, BE INITIATED IMMEDIATELY WHENEVER
ANY CLEARING, GRADING, EXCAVATING, OR OTHER EARTH DISTURBING ACTIVITIES HAVE
PERMANENTLY CEASED ON ANY PORTION OF THE SITE, OR TEMPORARILY CEASED ON ANY
PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. IN THE CONTEXT OF THIS REQUIREMENT, "IMMEDIATELY" MEANS AS SOON AS PRACTICABLE, BUT NO
LATER THAN THE END OF THE NEXT WORK DAY, FOLLOWING THE DAY WHEN THE
EARTH-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED.
14. TEMPORARY STABILIZATION MUST BE COMPLETED NO MORE THAN 14 CALENDAR DAYS AFTER INITIATION OF SOIL STABILIZATION MEASURES, AND FINAL STABILIZATION MUST BE ACHIEVED
PRIOR TO TERMINATION OF PERMIT COVERAGE.
E&S NOTES:
KEY
KEYNOTE LEGEND:
DESCRIPTION
1 TEMPORARY CHAIN LINK FENCE
2 TEMPORARY CHAN LINK VEHICLE GATE
3 CONSTRUCTION SIGN
4 CONSTRUCTION SAFETY SIGN
CI501
CI501
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
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\B
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EN
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\G
C-
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
GC101
EROSION AND SEDIMENT CONTROL
PLAN - NORTHWEST AREA
GRAPHICAL SCALE: 1" = 60'
60 30 0 60 120 180
KEY MAP
(NOT TO SCALE)
NOTE: CONTRACTOR SHALL
COMPLETE INSTALLATION OF
THE TEMPORARY GRAVEL
CONSTRUCTION ACCESS ROAD
BEFORE ANY OTHER PROJECT
WORK IS STARTED. VA TO
ACCEPT WORK ON THE ROAD
ONCE INSTALLATION IS
COMPLETE FOR SHARED USE
BY A SEPARATE CONTRACT.
535530
530520
546 544
515 520
543544
481482
517 514 507506
509 508
518 517
516 515 514 513 512
477478
478479480
510 511
521522523524
517 516 515
UNITED GAS PIPELINE COMPANY
(TRACT 1) 30' EASEMENT
VOLUME 74139, PAGE 2931
D.R.D.C.T.
EX. GRAVEL
DRIVE (TYP.)
EX. CARILLON
12" PVC SAN. SEW.
(APPROXIMATE LOCATION)
APPROXIMATE LOCATION OF
100-YEAR FLOOD PLAIN
APPROXIMATE LOCATION OF
100-YEAR FLOOD PLAIN
EX. 8" WATER
MAIN (TYP.)
(LOCATION
APPROXIMATE)
EX
. 1
8"
RC
P
EX
. 1
8" R
CP
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. 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.
12" PVC SAN. SEW.
(APPROXIMATE LOCATION)
EX. GRAVEL
DRIVE (TYP.)
EX. UTILITY EASEMENT
VOLUME 98193, PAGE 2128
(O.P.R.D.C.T.)
EX. LIGHT
POLE (TYP.)
EX. 12"Ø
IRRIGATION
WATER MAIN
(LOCATION
APPROXIMATE)
EX. 12"Ø POTABLE
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. FIRE
HYDRANT (TYP.)
EX. UNDERGROUND
TELEPHONE CABLE & FIBER
OPTIC CABLE IN 4"Ø PVC
CONDUIT W/ 4"Ø PVC SPARE
CONDUIT (LOCATION
APPROXIMATE)
EX. 2" IRRIGATION WATER
LATERAL (LOCATION
APPROXIMATE)
EX. 2" IRRIGATION
WATER LATERAL
(LOCATION
APPROXIMATE)
WETLAND 2 (PEM1E)
PERENNIAL
TRIBUTARY
STREAM
PERENNIAL
TRIBUTARY
STREAM
PERENNIAL
TRIBUTARY
STREAM
525530535
540545
515 510
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 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)
+0
+0
12+00
+0
+0
+0
16+00
+0
+0
19+00
20+00
21+00
22+00
23+00 24+00
25+00
26+
27+00 28+00
29+00
+0
+0
32+00
33+00
34+0035+00 36+00
37+00
38+00
PC: 10+42.83
PT: 11+70.38
PC: 12+30.14
PT: 13+81.65
PRC: 15+94.47
PRC: 17+80.76
PT
: 2
2+
.37
PC
: 2
2+
.47
PRC: 26+06.70
PR
C:
+9
8.8
PT
: 3
4+
.68
PC
: 3
5+
.87
" R
CP
24" RCP
" R
CP
15" RCP
15" RCP
" R
CP
" R
CP
12" RCP
24" RCP
18" R
CP
12" RCP
24" RCP
15" RCP
12" RCP
12" RCP
12" HDPE
" H
DP
E
HDPE
12" HDPE
" H
DP
E
45A
43A
21A
31A
33A
D6
D8
D4
D14
D12
D10
C1
C2
15" RCP
D3
12" RCP
18" RCP
D2
15" HDPE
PC: 14+41.94
" R
CP
24" RCP
4115" RCP
41A
D1
PROPOSED
COMMITTAL
SHELTER
(N.I.C.)
" H
DP
E
8" PVC
12" HDPE
12" HDPE
12" HDPE
12" HDPE
36" RCP
" H
DP
E
" H
DP
E
12" HDPE
15" HDPE
" H
DP
E
15" HDPE
D5
12" HDPE
12" HDPE 12" HDPE
12"
HD
PE
12" HDPE
12" HDPE
12" HDPE
D9
36" RCP
C3
C12
C11
C10
C9
C8
C7
C6
C5
C4
D11
D13
D15
8" PVC
D7
39+00
40+00
41+00
P
T
P
C
P
T
P
C
" R
CP
" 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.
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.
EC
L
EC
L
EC
L
EC
L
EC
L
EC
L
EC
L
EC
L
EC
L
EC
L
EC
L
EC
L
EC
L
EC
L
ECL
ECL
ECL
ECL
EC
L
EC
L
EC
L
EC
L
ECL ECL
ECLECL
ECL
ECL
ECL
ECL
IP IP
IP
IP
IP
IP IP
IP
IP
IP
IP
IP
IP
IP
OP
IP
IP
ECL ECL
ECL ECL
DD
DD
TO: SLOPE DRAIN
D.A.=2.05 AC.
MIN. PIPE SIZE=21"
21" PVC
DRAIN
PIPE
RIP-RAP
APRON
S.B.
#1
FILTER
STONE
FILTER
STONE
RB
RB
RB
RB
RB
RB
RB
RB
RB
DD
DD
DD
DDDD
DD
DD
DD
DD
DD
DD
DD
TEMPORARY GRAVEL
CONSTRUCTION
ACCESS ROAD
SCF
SCF
SCF
SCF
SCF
SCF
SCF
SC
F
SC
F
SC
F
SC
F
SCF
SCF
SCF
DD
RB
SCF
SCFSCF
CW
15'
10' RIP-RAP
OUTLET
PROTECTION
SCF
OP
SCF
IP
GS
SCF
SCF
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
485485
3:1 3:1
TO SED. BASIN
D.A. = AC.
#1 19.15
215'
485 3:1
SCF SCF SCF SCF
SCF
SCF
SCF
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
479 478
86 00
GS
86 00
GS
86 00
GS
86 00
GS
83 70
GS
78 00
GS
SB
#1
SCF
SCF
FILTER
STONE
84 50
GS
SCF
SCF
8' WIDE
EMERGENCY
SPILLWAY
4'x4' BOX RISER
STRUCTURE
TOP OF EMBANKMENT=486.00
DESIGN HIGH WATER=484.00
PRINCIPAL SPILLWAY CREST
(TOP OF DRY STORAGE)=483.00
DEWATERING ORIFICE INVERT
(TOP OF WET STORAGE)=480.25
CLEANOUT ELEVATION=479.20
BOTTOM OF BASIN=477.40
LONE STAR CIRCLE
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
SCF
SCF
SCF
SCF
SCF
SCF
SCF
SCF
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
RB
OP
36" RCP
RB
SC
F
SCF
SCF
SCF
SCF
SCF
SCF
SCF
SCF
SC
F
SCF
SCF
SCF SCF SCF
SCF
SCF
SCF
SCF
SCF
SCF
SCF
RB
RB
RB
RB
RB
RB
RB
RB
RB
RB
RB
RB
RB
RB
RB
RB
RB
RB
RB
RB
RB
RB
RB
RB
RB
VT
VT
VT
VT
VT
VT
VT
VT
VT
VT
VT
VT
VT
VT
SEDIMENT CONTROL FENCESCF SCF
STABILIZED CONSTRUCTION
ENTRANCE
DIVERSION DIKE
IP INLET PROTECTION
(EROSION CONTROL LOG)
OUTLET PROTECTION
(PLACED RIP-RAP AT OUTLET)
LIMITS OF WORK
DD
OP
CE
EROSION CONTROL LOGECL ECL ECL
ROCK BERM
GC501
GC501
GC501
GC501
GC501
GC501
GC501
CONCRETE WASHOUT
GC501
LEGEND:
ECL ECL
SEDIMENT BASIN
WITH PIPE OUTLET
GC501
S.B.
DRAINAGE DIVIDE
RB
SCF
CW
GRAVEL DRIVE 9
DT503
CONSTRUCTION STAGING,
SPOILS & STORAGE AREA
LIMITS OF CLEARING
VERTICAL TRACKING 9
GC501VT
1. PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY, ALL TEMPORARY EROSION AND
SEDIMENTATION (E&S) CONTROL MEASURES MUST BE PROPERLY INSTALLED AND MAINTAINED IN
ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. THESE CONTROLS MUST REMAIN IN
PLACE UNTIL GOVERNMENT ACCEPTANCE.
2. ALL WORK AND EARTH DISTURBANCE SHALL BE DONE IN A MANNER THAT MINIMIZES POLLUTION OF
ANY ON-SITE OR OFF-SITE WATERS.
3. ANY EARTH DISTURBANCE SHALL BE PERFORMED IN SUCH A MANNER SO AS TO EFFECTIVELY
REDUCE ACCELERATED SOIL EROSION AND RESULTING SEDIMENTATION.
4. CONCRETE WASH WATER SHALL BE CONTAINED AND DISPOSED OF IN ACCORDANCE WITH LOCAL
AND STATE REGULATORY REQUIREMENTS. NO WASH WATER SHALL BE DISCHARGED TO OR
ALLOWED TO RUNOFF TO STATE WATERS, INCLUDING ANY SURFACE OR SUBSURFACE STORM
DRAINAGE SYSTEM OR FACILITIES.
5. THE DISCHARGE OF CONCRETE WASHOUT WATER TO AN INLET, SWALE, ANY PORTION OF THE
STORM DRAINAGE SYSTEM OR ANYTHING EXCEPT A DESIGNATED CONTAINMENT AREA SHALL BE
PROHIBITED
6. THE QUANTITY OF MATERIALS STORED ON THE PROJECT SITE SHALL BE LIMITED, AS MUCH AS
PRACTICAL, TO THAT QUANTITY REQUIRED TO PERFORM THE WORK IN AN ORDERLY SEQUENCE.
ALL MATERIALS STORED ON-SITE SHALL BE STORED IN A NEAT, ORDERLY MANNER, IN THEIR
ORIGINAL CONTAINERS, WITH ORIGINAL MANUFACTURER'S LABELS.
7. BULK STORAGE FOR PETROLEUM PRODUCTS AND OTHER CHEMICALS SHALL HAVE ADEQUATE
PROTECTION SO AS TO CONTAIN ALL SPILLS AND PREVENT ANY SPILLED MATERIAL FROM
ENTERING STATE WATERS, INCLUDING ANY SURFACE OR SUBSURFACE STORM DRAINAGE SYSTEM
OF FACILITIES.
8. CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES
NECESSARY TO ENSURE THAT STREETS ARE KEPT IN A CLEAN AND DUST FREE CONDITION AT ALL
TIMES.
9. THE SEDIMENT BASIN SHOULD BE INSPECTED REGULARLY (AT LEAST AS OFTEN AS REQUIRED BY
THE TPDES GENERAL PERMIT REQUIREMENTS) TO CHECK FOR CLOGGING OF THE VOID SPACES
BETWEEN STONES. THE FILTER STONE MAY REQUIRE MAINTENANCE IF IT APPEARS CLOGGED OR MAY BE RAKED WITH A GARDEN RAKE TO ALLOW THE WATER TO RELEASE. IF THE FILTER STONE
APPEARS COMPLETELY CLOGGED, THEN THE FILTER STONE WILL HAVE TO BE REMOVED AND
REPLACED.
10. TRASH AND DEBRIS SHOULD BE REMOVED FROM THE SEDIMENT BASIN AFTER EACH STORM EVENT TO PREVENT IT FROM PLUGGING THE ROCK. DEPOSITED SEDIMENT SHALL BE REMOVED WHEN IT
ACCUMULATES TO ONE-HALF THE WET STORAGE DEPTH. THE REMOVED SEDIMENT SHALL BE
STOCKPILED OR REDISTRIBUTED IN AREAS THAT ARE PROTECTED WITH EROSION AND SEDIMENT
CONTROLS.
11. CHECK THE EMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE AND INSPECT THE
EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
12. SPECIFICATIONS FOR ALL CONSTRUCTION OF ALL EROSION AND SEDIMENT CONTROL ITEMS MAY
BE FOUND IN THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH
CENTRAL TEXAS COUNCIL OF GOVERNMENTS.
13. STABILIZATION OF DISTURBED AREAS MUST, AT A MINIMUM, BE INITIATED IMMEDIATELY WHENEVER
ANY CLEARING, GRADING, EXCAVATING, OR OTHER EARTH DISTURBING ACTIVITIES HAVE
PERMANENTLY CEASED ON ANY PORTION OF THE SITE, OR TEMPORARILY CEASED ON ANY
PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. IN THE CONTEXT OF THIS REQUIREMENT, "IMMEDIATELY" MEANS AS SOON AS PRACTICABLE, BUT NO
LATER THAN THE END OF THE NEXT WORK DAY, FOLLOWING THE DAY WHEN THE
EARTH-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED.
14. TEMPORARY STABILIZATION MUST BE COMPLETED NO MORE THAN 14 CALENDAR DAYS AFTER INITIATION OF SOIL STABILIZATION MEASURES, AND FINAL STABILIZATION MUST BE ACHIEVED
PRIOR TO TERMINATION OF PERMIT COVERAGE.
E&S NOTES:
KEY
KEYNOTE LEGEND:
DESCRIPTION
1 TEMPORARY CHAIN LINK FENCE
2 TEMPORARY CHAN LINK VEHICLE GATE
3 CONSTRUCTION SIGN
4 CONSTRUCTION SAFETY SIGN
CI501
CI501
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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C-
1.D W
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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
GC102
EROSION AND SEDIMENT CONTROL
PLAN
GRAPHICAL SCALE: 1" = 60'
60 30 0 60 120 180
KEY MAP
(NOT TO SCALE)
NOTE: CONTRACTOR SHALL
COMPLETE INSTALLATION OF
THE TEMPORARY GRAVEL
CONSTRUCTION ACCESS ROAD
BEFORE ANY OTHER PROJECT
WORK IS STARTED. VA TO
ACCEPT WORK ON THE ROAD
ONCE INSTALLATION IS
COMPLETE FOR SHARED USE
BY A SEPARATE CONTRACT.
| Sheets and Views |
| 06 OVERALL SITE PLAN AND KEY MAP |
| 07 EROSION AND SEDIMENT CONTROL PLAN - NORTHWEST AREA |
| 08 EROSION AND SEDIMENT CONTROL PLAN |
| 09 EROSION AND SEDIMENT CONTROL DETAILS |
| 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 .