S02_Construction Drawings bk 4.pdf
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SSF
X
X
X
X
X
X
X
X X
X X
X
X
X
X
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X
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SSF
SSF
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X
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X
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X
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F
SS
F
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IP
IP
SAF
SAF
CE
SSF
36" DIP
SW INLET
RIM 446.49
FL IN 439.86
FL OUT 438.72
SW INLET
RIM 446.61
FL IN 438.74
FL OUT 438.47
FULL OF WATER
SW INLET
RIM 448.61
FL IN 443.42 N
FL IN 443.46 S FL OUT
443.15
18" RCP
" R
CP
24" RCP
SW INLET
RIM 448.72
FL 443.73
FL 440.66
36" RCP
EX. CEMETERY LOOP ROAD
EX
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EN
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CE
R
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EX. PUBLIC
INFO CENTER
/ ADMIN BLD.
EX. CORTEGE
ASSEM. AREA
EX.
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EX. BURIAL
SECTION #1
EX. BURIAL
SECTION #2
EX. SERVICE
DRIVE
EX. SERVICE
DRIVE
EX. BURIAL
SECTION #6
44644
444445446
44744
451450449
451452
-4.3:1
-3.9:1
-4.4:1
C8
C7
IP
IP
"C"=
D.A.= AC.
TO STRC.72
2.72 0.33
CIP
CIP
OP
PS PERMANENT SEEDING
LIMITS OF CONSTRUCTION
PS
EROSION & SEDIMENT CONTROL LEGEND
SYMBOLKEY DESCRIPTION
IP INLET PROTECTION
DRAINAGE DIVIDE
KEYNOTE LEGEND: #
DESCRIPTIONKEY
1 PERMANENT STREAM IMPACT
DETAIL/PG.
DETAIL/PG.
IP
GC502
PS
GC501
XXSAF CONSTRUCTION SAFETY FENCE
SAF
GC501
OP OUTLET PROTECTION
OP
GC501
CULVERT INLET PROTECTION CIP
GC502CIP
JD APPLICATION
#TBD
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
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
:\P
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\S
BU
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1 N
CA
A
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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456
EROSION & SEDIMENT CONTROL
PLAN PHASE II-BASE BID
GC206
MA
TC
HL
IN
E
SE
E
SH
EE
T
GC
GRAPHICAL SCALE: 1"=30'
30 15 0 30 60 90
NORTH
KEY MAP
(NOT TO SCALE)
3 4 5
AutoCAD SHX Text
WM
AutoCAD SHX Text x
15" RCP CL III
" R
CP
CL
III
15" RCP CL III
" R
CP
CL
III
15" RCP CL III
" R
CP
CL
III
15" RCP CL III
31A
GS
52 00
GS
471472473474 476477478479
481482483484 486487488
451 452 453 454 456457
466 467 468 469
468 469 471 472
461462463464 466467468469
471472473474 476477478479
453454456457458459461462463464466467468469471472473474476477478479470
63 42
TC
65 63
TC
50 87
LP
67 54
HP
63 22
LP
63 26
TC
65 15
TC
63 53
TC
63 63
TC
64 12
TC
64 22
TC
64 72
TC
64 82
TC
465464
468460
46346
4 464 466 467
480 466 467 467 468
55 24
GS
55 76
GS
55 00
GS
-4.5:1
-4.0:1
-3.0:1
-3.0:1
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-4.0:1
-4.0:1
-4.0:1
-4.
0:1
-3.0:1
-3.0:1
-3.0:1
-3.0:1
-3.
0:1
-3.0:1
-2.0:1
-2.0:1 -2.0:1 -2.0:1
435432
-2.0:1
48 06
TW
49 78
TW
45 86
BW
43 09
BW
63 50
HP
67 63
HP
63 45
TOP63 45
TOP
62 91
TOP
55 10
INV
-4.0:1
TOP
TOP
45 00
INV
56 49
TOP
56 48
TOP
50 68
INV
TOP
53 83
TC
52 30
TC
TC
TC
43 31
TW=BW
46 46
TW=BW
D.A.= AC.
TO SED. BASIN1
3.62
D.A.= AC.2.39
457 456
36" CMP RISER
STRUCTURE
18" CMP
BAFFLES
BAFFLES
0 46
5 46
5 46
0 45
SSF
SSF
SSF
SSF
SSFSSF
SSF
SSF
TSC
DV
DV
DV
DV
DV
DV
DV
DV
DV
DV
DV
DV
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F
SSF
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SSF
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SF
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SF
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SF
SF
SF
462461460459458457456
456 SSF
X
X X
CONTROL REBAR
N: 1140029.5690 E: 2169560.0409
ELEV 457.24
E
SHOAL CREEK
SHOAL CREEK
STREAM 8
APPROXIMATE LOCATION
OF 500-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 100-YEAR FLOOD
PLAIN
480 475 470
465 460
5 45 0 44
5 44 0 43
460455
435440445
460465
470475
IP IP
IP
IP
IP
IP
IP
IP
IP
OP
OP
OP
"C"=
D.A.= AC.
TO STRC.33
0.48 0.34
"C"=
D.A.= AC.
TO STRC.32
0.88 0.41
"C"=
D.A.= AC.
TO STRC.31
0.34 0.68
"C"=
D.A.= AC.
TO STRC.31A
0.36 0.35
"C"=
D.A.= AC.
TO STRC.43
0.53 0.50
"C"=
D.A.= AC.
TO STRC.42
0.52 0.51
"C"=
D.A.= AC.
TO STRC.53
0.58 0.44
"C"=
D.A.= AC.
TO STRC.52
0.39 0.41
IP IP
IP
IP
IP
"C"=
D.A.= AC.
TO COLUMBARIUM
0.17
0.90
IP "C"=
D.A.= AC.
TO STRC.31A
0.44 0.30
"C"=
D.A.= AC.
TO COLUMBARIUM
0.29
0.90
31A
63 50
HP
60 25
TOP
BURIAL SECTION 11
1,000 PLOTS
COLUMBARIUM B
1,000 NICHES
COLUMBARIUM
1,250 NICHES
WORK TO BE
COMPLETED
IN BASE BID
IP "C"=
D.A.= AC.
TO STRC.31A
0.44 0.30
"C"=
D.A.= AC.
TO COLUMBARIUM
0.29
0.90
PS PERMANENT SEEDING
LIMITS OF CONSTRUCTION
PS
EROSION & SEDIMENT CONTROL LEGEND
SYMBOLKEY DESCRIPTION
IP INLET PROTECTION
DRAINAGE DIVIDE
KEYNOTE LEGEND: #
DESCRIPTIONKEY
1 PERMANENT STREAM IMPACT
DETAIL/PG.
DETAIL/PG.
IP
GC502
PS
GC501
XXSAF CONSTRUCTION SAFETY FENCE
SAF
GC501
OP OUTLET PROTECTION
OP
GC501
CULVERT INLET PROTECTION CIP
GC502CIP
JD APPLICATION
#TBD
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
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\50
-0
1 N
CA
A
LA
BA
MA
\E
NG
IN
\P
LA
NS
\G C2
.D
W G
Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456 NOT FOR
CONSTRUCTION
EROSION & SEDIMENT CONTROL
PLAN PHASE II-BID OPTION 1
GC207
GRAPHICAL SCALE: 1"=30'
30 15 0 30 60 90
NORTH
KEY MAP
(NOT TO SCALE)
3 4 5
54" CMP
15" RCP CL III
18" RCP CL III
24" RCP CL III
15" RCP CL III
15"
RCP CL III
15" RCP CL III
C2
C1
10A
8A
7A
73 59
GS
456457458459
457458459 461462463
460465 456457458459461462463464466467468469
458459461462463464466467468469471472473
458459461462463464466467468469
462463464 466467468
470 46 6467468469471472473474
467468
469471472473
47047
470 469
471472473
465465
46346
5 46
2.5%
2.4%
2.4%
2.3%
2.4%
2.8%
3.0
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
64 52
LP
72 98
TC
72 98
TC
73 36
TC
73 36
TC
74 61
TC-HP
74 14
GS
-4.
0:1
-4.0:1
-4.0:1
-4.0:1
-4.
0:1
-4.
0:1
-4.
0:1
-4.
0:1
-4.
0:1
-4.
0:1
-4.0:1
-4.0:1
-4.5:1
-3.0:1
-3.0:1
-4.
0:1
-4.0:1
-4.0:1 -5.
2:1
-3.0:1
4 47
454454455
54 32
INV
53 90
INV
73 64
TOP
72 90
TOP
69 54
TOP
66 91
TOP
64 76
TOP
67 24
TOP
67 13
TOP
64 76
TOP
69 54
TOP
SSF
SSF
D.A.= AC.
TO SED. BASIN4
5.00
BAFFLES 36" CMP RISER
STRUCTURE
18" CMP
SSF
SSF
SSF
SSF
SSF
TSC
TSC
TSC
SSFSSF
DV
DV
DV
DV
DV
DV
DV
DV
SSF
454 455
454 455
35' STREAM SETBACK
STREAM 3
STREAM 3
STREAM 1
STREAM 2
STREAM 2
STREAM 2
UNNAMED TRIBUTARY TO SHOAL CREEK
4 454
463 461
465 464
465466
461 460
454 454
451 451 452
CIP
IP
IP
IP
IP
IP
IP
IP
OP
"C"=
D.A.= AC.
TO STRC. 10
0.49 0.51
"C"=
D.A.= AC.
TO STRC. 10A
0.35 0.57
"C"=
D.A.= AC.
TO STRC. 9
0.38 0.36
"C"=
D.A.= AC.
TO STRC. 8A
0.35 0.50
"C"=
D.A.= AC.
TO STRC.8
0.31 0.45
TO STRC.7
"C"=
D.A.= AC.
TO STRC.C2
40.30 0.30
CIP
CIP
CIP
IP
IP IP
IP
IP
OP
OP
"C"=
D.A.= AC.
TO STRC. 13
0.08 0.71
"C"=
D.A.= AC.
TO STRC.12
0.16 0.74
"C"=
D.A.= AC.
TO STRC. 10
0.34 0.43
"C"=
D.A.= AC.
TO STRC. 10A
0.23 0.46
"C"=
D.A.= AC.
TO STRC.C6
0.73
0.30 "C"=
D.A.= AC.
TO STRC.C2
4.26 0.30
C4
C6
C5
42" RCP CL III
15" RCP CL III
" R
CP
CL
III
15" RCP CL III
12'
30' R
30'R
ROAD C
RO
AD
D
+0
+0
+0
+6 2.5
10+20 10+60.37
73 59
GS
73 01
EP73 20
TC
73 20
TC
72 98
TC
72 98
TC
74 37
TC
73 44
TC-HP
65 00
GS
64 00
GS
64 16
INV
65 12
GS
65 74
GS
66 34
GS
66 84
HP
66 50
GS
66 00
GS
-3.0:1
-3.0:1
-3.0:1
-3.0:1
60 69
62 82
INV
INV
74 44
TOP
74 44
TOP
77 28
TOP
BURIAL SECTION 15
1,258 PLOTS
BURIAL SECTION 13
1104 PLOTS
BURIAL SECTION 14
1034 PLOTS
WORK TO BE
COMPLETED
IN BASE BID
CIP
CIP
CIP
IP
IP IP
IP
IP
OP
OP
"C"=
D.A.= AC.
TO STRC. 13
0.08 0.71
"C"=
D.A.= AC.
TO STRC.12
0.16 0.74
"C"=
D.A.= AC.
TO STRC. 10
0.34 0.43
"C"=
D.A.= AC.
TO STRC. 10A
0.23 0.46
"C"=
D.A.= AC.
TO STRC.C6
0.73
0.30 "C"=
D.A.= AC.
TO STRC.C2
4.26 0.30
PS PERMANENT SEEDING
LIMITS OF CONSTRUCTION
PS
EROSION & SEDIMENT CONTROL LEGEND
SYMBOLKEY DESCRIPTION
IP INLET PROTECTION
DRAINAGE DIVIDE
KEYNOTE LEGEND: #
DESCRIPTIONKEY
1 PERMANENT STREAM IMPACT
DETAIL/PG.
DETAIL/PG.
IP
GC502
PS
GC501
XXSAF CONSTRUCTION SAFETY FENCE
SAF
GC501
OP OUTLET PROTECTION
OP
GC501
CULVERT INLET PROTECTION CIP
GC502CIP
JD APPLICATION
#TBD
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
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\50
-0
1 N
CA
A
LA
BA
MA
\E
NG
IN
\P
LA
NS
\G C2
.D
W G
Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456 NOT FOR
CONSTRUCTION
GC208
MATCHLINE
SEE SHEET GC209
MATCHLINE
SEE SHEET GC209
GRAPHICAL SCALE: 1"=30'
30 15 0 30 60 90
NORTH
KEY MAP
(NOT TO SCALE)
3 4 5
EROSION & SEDIMENT CONTROL
PLAN PHASE II-BID OPTION 3
54" CMP
24" RCP CL III
24" RCP CL III
" R
CP
CL
III
24"
RCP CL III
24"
RCP CL II
I
24"
RC
P C
L II
I
30" RCP CL III
15"
RC
P C
L II
I
15" RCP CL III 24" RCP CL III
" R
CP
CL
III
24" RCP CL III
24" RCP CL III
15" RCP CL III
15" RCP CL III
15" RCP CL III
15" RCP CL III
15" RCP CL III
15" RCP CL III
BIO RETENTION
BOTTOM OF POND ELEV. = 454.00
CREST OF EMERGENCY SPILLWAY ELEV. = 455.00
TOP OF EMBANKMENT ELEV. = 456.00
C2
C1
4A
3A
7A
29A
70 32
GS
77 38
GS
78 14
EP
471472
471472473474 476477478479
481482483484 486487488489
468469 471472473474
476477478479 481482483484
486487488 465
463464 466467468
480 485 477 478 479 481 482 483 484 486 487 488 489
462463464 466467468
3.0
2.4
2.4
3.0
2.4
2.4
69 74
TC
69 75
TC
69 98
TC-HP
69 79
TC
70 76
TC
76 83
TC
76 68
TC
77 08
TC-HP 78 34
TC
78 34
TC
76 68
TC
486 487 488 489
2.4
2.4
69 35
LP
-3.0:1
-3.0:1
-3.0:1
-3.0:1
-3.0:1
-4.0:1
-4.0:1
-4.5:1
-4.0:1
-4.
0:1
-3.0:1
-3.1:1
-4.
0:1
-4.0:1
-4.0:1
-3.
0:1 -3.
0:1
-3.
0:1
-3.0:1
-3.0:1
-3.0:1
75 83
GS
73 15
TC
75 67
TC-HP
481482483484
454454455
54 32
INV
53 90
INV
67 24
TOP
76 42
TOP
76 59
TOP
74 93
TOP
73 15
TOP
TOP
55 10
INV
70 12
TOP
72 81
TOP
72 81
TOP
69 59
TOP
69 58
TOP
TOP
65 70
TOP
75 00
TOP
67 13
TOP
55 10
INV
72 31
TOP
67 21
TOP
67 21
TOP
55 10
INV
73 47
73 65
73 81
73 84
73 72 73 80
73 91
SSF
SSF
D.A.= AC.
TO SED. BASIN2
2.39
D.A.= AC.
TO SED. BASIN3
8.87
36" CMP RISER
STRUCTURE
BAFFLES
18" CMP
36" CMP RISER
STRUCTURE
18" CMP
BAFFLES
0 46
5 46
5 46
0 45
1 46
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
TSC
TSC
TSC
SSFSSF
DV
DV
DV
DV
DV
DV
DV
DV
DV
DV
DV
DV
DV
DV
SFSF
SF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
35' STREAM SETBACK
35' STREAM SETBACK
STREAM 1
STREAM 3
STREAM 4
STREAM 7
STREAM 3
STREAM 1
STREAM 2
APPROXIMATE LOCATION
OF 100-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 500-YEAR FLOOD
PLAIN
STREAM 2
0 485
485480
45545
463 461
464470
465 464
465466
490500
CIP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP IP
IP
IP
IP
OP
OP
OP
OP
"C"=
D.A.= AC.
TO STRC.7A
0.14 0.58
"C"=
D.A.= AC.
TO STRC.7
0.08 0.75
"C"=
D.A.= AC.
TO STRC.4
0.19 0.45
"C"=
D.A.= AC.
TO STRC.4A
0.16 0.44
"C"=
D.A.= AC.
TO STRC.19
0.36 0.39
"C"=
D.A.= AC.
TO STRC.3A
0.45 0.30
"C"=
D.A.= AC.
TO STRC.2
0.08 0.67
"C"=
D.A.= AC.
TO STRC.24
0.28 0.42
"C"=
D.A.= AC.
TO STRC.23
0.28 0.68
"C"=
D.A.= AC.
TO STRC.22
0.18
0.47 "C"=
D.A.= AC.
TO STRC.21
0.38 0.40
"C"=
D.A.= AC.
TO STRC.20
1.26 0.34
"C"=
D.A.= AC.
TO STRC.29
0.23 0.42
"C"=
D.A.= AC.
TO STRC.28
0.08 0.71
"C"=
D.A.= AC.
TO STRC.C2
40.30 0.30
IP
"C"=
D.A.= AC.
TO STRC.29A
1.03 0.30
CIP
CIP
CIP
IP
IP
IP
IP
IP
IP
IP
OP
OP
OP
"C"=
D.A.= AC.
TO STRC. 18
0.82 0.33
"C"=
D.A.= AC.
TO STRC.16
0.12 0.61
"C"=
D.A.= AC.
TO STRC.15
0.08 0.70
"C"=
D.A.= AC.
TO STRC. 14
0.08 0.71
"C"=
D.A.= AC.
TO STRC.12
0.16 0.74
"C"=
D.A.= AC.
TO STRC.24
0.45 0.30
"C"=
D.A.= AC.
TO STRC.23
0.26 0.53
"C"=
D.A.= AC.
TO STRC.22
0.46 0.44
"C"=
D.A.= AC.
TO STRC.C4
31.25 0.30
"C"=
D.A.= AC.
TO STRC.C6
0.73
0.30 "C"=
D.A.= AC.
TO STRC.C2
4.26 0.30
"C"=
D.A.= AC.
TO STRC.22A
2.69 0.30
C4
C6
C3
C5
42" RCP CL III
15" RCP CL III
22A
" R
CP
CL
III
15"
RCP CL II
I
15" RCP CL III
15"
RC
P C
L II
I
15" RCP CL III
3'
(TYP.)
22'
24'
77.91'
'R
30'R
400'R
0'R
ROAD D
ROAD B
10+
11+
12+
+0
+0
10+20
11+00
12+00
13+00 14+00
PC: 12+03.01
PC: 10
+57.
PT
: 1
4+
.57
22' 24'
14+59.02
M16(1)
BM16
M16(2)
84.37'
(TYP.)
57'
(TYP.)82 00
GS
473474476
461462463
471472473474 476477478
2.0
2.0
2.0
2.0
2.0
82 63
EP
82 83
TC
82 83
TC
82 42
TC
82 43
TC
TC
82 44
HP
480485490 478479481482483484486487488489491492493
65 00
GS
64 00
GS
64 16
INV
65 12
GS
65 GS
-3.0:1
-3.0:1
-3.0:1
-3.0:1
-3.0:1
-3.0:1
-3.
9:1
-3.
2:1
-3.0 :1
-3.
0:1
-3.
0:1
-3.
0:1
60 69
INV
62 82
INV
INV
77 28
TOP
80 15
TOP
80 16
TOP
TOP
82 48
TOP
80 50
TOP
BURIAL SECTION 16
1,926 PPC BURIAL SECTION 12
2,422 PLOTS
WORK TO BE
COMPLETED
IN BASE BID
CIP
CIP
CIP
IP
IP
IP
IP
IP
IP
IP
OP
OP
OP
"C"=
D.A.= AC.
TO STRC. 18
0.82 0.33
"C"=
D.A.= AC.
TO STRC.16
0.12 0.61
"C"=
D.A.= AC.
TO STRC.15
0.08 0.70
"C"=
D.A.= AC.
TO STRC. 14
0.08 0.71
"C"=
D.A.= AC.
TO STRC.12
0.16 0.74
"C"=
D.A.= AC.
TO STRC.24
0.45 0.30
"C"=
D.A.= AC.
TO STRC.23
0.26 0.53
"C"=
D.A.= AC.
TO STRC.22
0.46 0.44
"C"=
D.A.= AC.
TO STRC.C4
31.25 0.30
"C"=
D.A.= AC.
TO STRC.C6
0.73
0.30 "C"=
D.A.= AC.
TO STRC.C2
4.26 0.30
"C"=
D.A.= AC.
TO STRC.22A
2.69 0.30
PS PERMANENT SEEDING
LIMITS OF CONSTRUCTION
PS
EROSION & SEDIMENT CONTROL LEGEND
SYMBOLKEY DESCRIPTION
IP INLET PROTECTION
DRAINAGE DIVIDE
KEYNOTE LEGEND: #
DESCRIPTIONKEY
1 PERMANENT STREAM IMPACT
DETAIL/PG.
DETAIL/PG.
IP
GC502
PS
GC501
XXSAF CONSTRUCTION SAFETY FENCE
SAF
GC501
OP OUTLET PROTECTION
OP
GC501
CULVERT INLET PROTECTION CIP
GC502CIP
JD APPLICATION
#TBD
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
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\50
-0
1 N
CA
A
LA
BA
MA
\E
NG
IN
\P
LA
NS
\G C2
.D
W G
Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456 NOT FOR
CONSTRUCTION
GC209
MATCHLINE
SEE SHEET GC208
MATCHLINE
SEE SHEET GC208
GRAPHICAL SCALE: 1"=30'
30 15 0 30 60 90
NORTH
KEY MAP
(NOT TO SCALE)
3 4 5
EROSION & SEDIMENT CONTROL
PLAN PHASE II-BID OPTION 3
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
MONTEVALLO, ALABAMA
927CM3003
OCTOBER 25, 2024 Dwg. of
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building NumberBID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\50
-0
1 N
CA
A
LA
BA
MA
\E
NG
IN
\P
LA
NS
\G C5
.D
W G
Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
CDW 163RJP
Above Group
(321) 345-9026
Modjeski and Masters
(717) 790-9565
Aqua Engineering
(970) 372-6104
The LA Group
(518) 587-8100
Integrity Federal Services
(304) 725-8456 NOT FOR
CONSTRUCTION
NOT TO SCALE
CONSTRUCTION ENTRANCECEP
NOT TO SCALE
DIVERSION DIKEDD
NOT TO SCALE
SUPER SILT FENCESSF NOT TO SCALE
SILT FENCESF
NOT TO SCALE
SILT FENCE INSTALLATIONSF
NOT TO SCALE
SEDIMENT TRAP / ROCK FILTER DAMST
NOT TO SCALE
TEMPORARY CULVERT STREAM CROSSINGTSC
NOT TO SCALE
PERMANENT SEEDING NOTESPS
NOT TO SCALE
CULVERT OUTLET PROTECTIONOPNOT TO SCALE
CULVERT INLET PROTECTIONCIP
NOT TO SCALE
WASHOUT STRUCTURECW
EROSION & SEDIMENT CONTROL
DETAILS
GC501
NOT TO SCALE
CONSTRUCTION SAFETY FENCESAF
File details come from the government source that posted it. Updated .