S02_Construction Drawings bk 12.pdf
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- Solicitation number
- 36C78626R0008
About this file
This document is a set of irrigation design plans for the Alabama National Cemetery Gravesite Expansion Phase 3 project located in Montevallo, Alabama. The plans were prepared by Integrity Federal Services and The LA Group Joint Venture, LLC with Aqua Engineering as the irrigation consultant, dated October 23, 2024, and consist of five irrigation plan sheets plus an alternate plan and controller location diagram.
The irrigation system design includes mainline and lateral piping networks ranging from 1.25 inches to 6 inches in diameter, with 16-inch spacing between emitters in burial sections. The plans specify 15-inch and 24-inch reinforced concrete pipe (RCP) Class III drainage infrastructure integrated throughout the cemetery expansion areas, along with storm water management features including inlet rim and flow line elevations, invert elevations, and slope calculations. Controller locations are designated across multiple zones, with specific placement for mainline runs that avoid culverts (requiring reference to civil drawings for exact placement). The system incorporates turf irrigation for burial sections 10 through 16, columbarium areas, and landscaped sections, with emitter sizes of 1.25 inches to 3 inches and spacing notations for turf establishment. Site features include a bio-retention pond with bottom elevation 454.00, emergency spillway crest elevation 455.00, and embankment top elevation 456.00, with comprehensive drainage routing through existing streams and flood plain management in accordance with 100-year and 500-year flood plain designations shown on the plans.
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Text version
ROAD C
ROAD C
ROAD C
C2
C1
54" CMP
10A
7A
8A
15" R
CP CL III
15" RCP CL III
18" RCP CL III
24" RCP CL III
24" RCP CL III
15" RCP CL III
15"
RCP CL II
I
15" RCP CL III
4 454
463 461
461 460
454 454
451 451 452
35' STREAM SETBACK
35' STREAM SETBACK
STREAM 4
STREAM 2
STREAM 2
STREAM 2
UNNAMED TRIBUTARY TO SHOAL CREEK
73 59
GS
457458459 461462
460465 456457458459461462463464466467468469
458459461462463464466467468469 471472473
458459461462463464466467468469
462463
469471
467468
469471472473
47047
470 469
471472473
465465
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
GS
-4 .0:
-4.0:1
-4.0:1
-4.0:1
-4 .0:
-4.
0:1
-4.
0:1
-4 .0:
-4 .0:
-4 .0:
-4.0:1
-4.0:1
-4.5:1
-3.0:1
-3.0:1
-4 .0:
-4.0:1
-4.0:1 -5.
2:1
-3.0:1
-3.1:1
-4 .0:
-4.0:1
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
TOP
64 76
TOP
69 54
TOP
BURIAL SECTION 15
BURIAL SECTION 13
BURIAL SECTION 14
3"
2.5"
1.25"
2.5"
2"
1.25"
2.5" 2"2"
2"
1.25"
2"
1.25"
3"
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2"
2"
1.25"
2.5" 2.5"2"
1.25"
3"
2.5"
2.5" 2" 1.25"
2"
1.25"
1.25"
1.25"2.5"
2.5"
2"
1.25"
2.5"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2.5"
1.25"
2" 1.25"
1.25"
1.25"
2.5" 2" 1.25"
3" 1.25"
2.5"
2.5" 2"1.25"
2.5"
2.5"2"
1.25"
1.25"
1.25"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"6"
6"
16 16
16 16 16
6-31
2"
6-32
2"
6-33
2"
6-22
2"
6-21
2"
6-25
2"
6-24
1.5"
6-23
2"
6-20
2"
6-19
2"
6-27
2"
6-26
2"
6-28
2"
6-30
2"
6-29
2"
16 16
Q
Q
Q
Q
Q
G
G
X
X
ROAD A
ROAD A
ROAD A
ROAD A
RO
AD
A
ROAD A
ROAD C
ROAD C
ROAD C
ROAD B
C2
C1
54" CMP
4A
EX.
10A
7A
31A
3A
8A
15" RCP CL III
15" RCP CL III
18" RCP CL III
24" RCP CL III
24" RCP CL III
" R
CP
C
L I
II
24"
RCP CL II
I
24"
RCP CL II
I
" R
CP
C
L I
II
30" RCP CL III
" R
CP
C
L I
II
15" RCP CL III 24" RCP CL III 24
" R
CP
C
L I
II
24" RCP CL III
24" RCP CL III
15" RCP CL III
15" RCP CL III
15" RCP CL III
15"
RCP CL II
I
15" RCP CL III
15" RCP CL III
15" RCP CL III
" R
CP
C
L I
II
15" RCP CL III
" R
CP
C
L I
II
15" RCP CL III
" R
CP
C
L I
II
" R
CP
C
L I
II
15" RCP CL III
15" RCP CL III
15" RCP CL III
15" RCP CL III
" R
CP
C
L I
II
C8
29A
15" RCP CL III
C7
BIO RETENTION
BOTTOM OF POND ELEV. = 454.00
CREST OF EMERGENCY SPILLWAY ELEV. =
455.00
TOP OF EMBANKMENT ELEV. = 456.00
480 475
465 460
5 45
0 44 5 44
0 43
5 490
0475470
460455
435440445
460465
470475
0 485
485480
4 45
463 461
464470
465466
461 460
451 451 452
490500
480 49
444445446
44844744
451450
450 451
CONTROL IRON
N: 1140146.3399 E: 2170290.1335
ELEV 488.46
CONTROL PK NAIL
N: 1139614.8150 E: 2170418.4130
ELEV 449.56
CONTROL REBAR
N: 1139996.2509 E: 2169809.9290
ELEV 482.83
CONTROL REBAR
N: 1140029.5690 E: 2169560.0409
ELEV 457.24
SW INLET
RIM 475.38
FL 468.96
SW INLET
RIM 475.36
FL IN 468.96
FL OUT 468.87
SW INLET
RIM 477.21
FL IN 472.99
FL OUT 472.89
SW INLET
RIM 479.18
FL IN 474.38
FL OUT 473.78
" R
CP
18" RCP
18" RCP
18" RCP
8"
PV
C
HW
FL 455.68
FL 453.18
18" RCP
18" RCP
SW INLET
RIM 462.20
FL 458.92
SW INLET
RIM 462.37
FL IN 455.75 N
FL IN 455.89 W
FL OUT 455.60
18" RCP
18" RCP
18" RCP
STORM MH
RIM 456.24
FL IN 451.14
FL OUT 448.10
SW INLET
RIM 451.34
FL IN 445.15
FL OUT 445.01
SW INLET
RIM 448.32
FL IN 443.07
FL OUT 442.88
24" RCP
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
GRATE INLET
RIM 446.84
FL 443.61
WATER
PUMP
FL 440.66
36" RCP
SW INLET
RIM 447.37
FL 440.97
SHOAL CREEK
SHOAL CREEK
EX. C
EMETE
RY LO
OP ROAD
EX. CEMETERY LOOP ROAD
EX. CEMETERY LOOP ROAD
EX
. C
EM
ET
ER
Y
EN
TR
AN
CE
R
OA
D
35' STREAM SETBACK
35' STREAM SETBACK
EX. PUBLIC
INFO CENTER
/ ADMIN BLD.
EX. CORTEGE
ASSEM. AREA
EX.
IRRIGATION
POND
EX.
COMMITTAL
SHELTER #1
EX.
COMMITTAL
SHELTER #2
EX.
COLUMBARIUM
A COMPLEX
EX. PUBLIC
ASSEMBLY
AREA
EX. BURIAL
SECTION #8
EX. BURIAL
SECTION #9
EX. BURIAL
SECTION #5
EX. BURIAL
SECTION #1
EX. BURIAL
SECTION #2
EX. SERVICE
DRIVE
EX. SERVICE
DRIVE
EX. SERVICE
DRIVE
EX. BURIAL
SECTION #6
EX.
COMMITTAL
SHELTER #3
EX.
HOUSE
APPROXIMATE LOCATION
OF 100-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 500-YEAR FLOOD
PLAIN
STREAM 4
STREAM 5
STREAM 6
STREAM 8
STREAM 9
STREAM 7
STREAM 3
STREAM 1
STREAM 2
STREAM 2
APPROXIMATE LOCATION
OF 500-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 100-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 100-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 500-YEAR FLOOD
PLAIN
STREAM 2
STREAM 2
UNNAMED
TRIBUTARY TO
SHOAL CREEK
EX. CEMETERY LOOP ROAD
EX. ACCESS TO
SALEM ROAD
E
T
T E
E
70 32
GS
GS 7814
EP
GS
GS
GS
471472
471472473474
477478479 481482
483484
487488489
493494
471472 473474
476477478479 481482483484
486487488
465 470
468 469 471 472 473 474 476
477 478
453 454 456457
466 467 468 469
471 472 473 474
477 478 479 481 482
483 484 486 487
470 475
485468 469 471 472 473 474 476 477
478 479 481 482
486 487
485490 481482483484486487488489
0 479481482483
481482483484
486487488489 491492493494495496497
490488 489 491
458459 461462463464
466467468469 471472473474
476477478479
453454456457458459461462463464466467468469471472473474476477478479470
465465
467468
480 485
477 478 479 481 482 483 484 486 487 488 489
457458459 461462
460465 456457458459461462463464466467468469
458459461462463464466467468469 471472473
458459461462463464466467468469
463464
467468
472473
468469
471472
467468
469471
472473
47047
470 469
471472
465465
3.0
2.4
2.4
3.0
2.4
2.4
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%
5.7
5.7
5.7
69 74
TC
TC
69 98
TC-HP
69 79
TC
TC
76 83
TC
76 68
TC
77 08
TC-HP
TC
TC
TC
TC
TC
TC
90 85
HP
LP
HP
LP
LP
TC
TC
73 36
TC
TC
TC
TC
TC
LP 78 91
EP
63 26
TC
TC
TC
TC
TC
64 22
TC
64 72
TC
TC
465464
468460
465 463 463 464
464 466 467
486 487 488 489
2.4
2.4
480 466
55 24
GS
55 76
GS
55 00
GS
74 61
TC-HP
GS
87 00
GS
GS
GS
90 00
TC
90 90
TC
GS
90 23
GS
GS
GS 7880
TC-HP
LP
-4 .0:
-4.0:1
-4.0:1
-4.0:1
-4 .0:
-4.
0:1
-4.
0:1
-4 .0:
-4 .0:
-4 .0:
-4.0:1
-4.0:1
-4.5:1
-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
-3.0:1
-4 .0:
-4.0:1
-4.0:1 -5.
2:1
-3.0:1
-3.1:1
-4 .0:
-4.0:1
-4.0:1
-3 .0:
-3 .0:
-3 .0:
-3.0:1
-3.0:1
-3.0:1
-4.0:1
-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
-2.
9:1
-2.9:1 -2.9:1
-3.0:1 -3.0:1
-3.0:1 -3.9:1
-3.6:1
-3.5:1
-4.5:1
-4.3:1
-3.9:1
-4.4:1
435432
-2.0:1
TW
49 78
TW
BW
BW
75 83
GS
TC
75 67
TC-HP
0 42
429 430
HP
4 47
481482483484
HP
454455
4.0%
INV
53 90
INV
73 64
TOP
TOP
69 54
TOP
TOP
TOP
67 24
TOP
76 42
TOP
TOP
TOP
TOP
TOP
INV
TOP
72 81
TOP
TOP
TOP
69 58
TOP
TOP
TOP
75 00
TOP
TOP
TOP
69 54
TOP
63 45
TOP63 45
TOP
TOP
INV
-4.0:1
TOP
TOP
45 00
INV
TOP
56 48
TOP
50 68
INV
TOP
TOP
TOP
TOP
TOP
TOP
INV
TOP
TOP
49 93
INV
TC
TC
TC
TC
49 15
HP
INV
52 13
GS
GS 53 43
GS
GS 5358
GS
GS
TW=BW
46 46
TW=BW
6"
6"
6"
3"
3"
3 "
6"
6"
3"
3"
3"
3"
3 "
6 "
6"
6"
6 "
4"
4"
4"
3"
3"
4 "
4 "
4 "
3"
3"
3"
3 "
3"
3 "
3"
3"
3"
3"
3 "3 " 3 "
3 "
3"
3"
3"
3"
3"
4 "
3" 3 "
6"
12 "
8"
8"
8"
8"
6 "
6"6" 3"
3"
4"
1"
8"8 "
4"
4"
4"
4"
3" 3 "
3"
3"
8"
3"
3"
3 "
3"
3"
3 "
3"
6"
4 "
8"
4"
3"
3 "
3"
3"
3 "
4 " 4"
4"
4 "
6"
6 "
6"
3 "
4"
4"
4 "
6 "
6"
1"
1"
1"
4 "
4"
8 "
8 "
8 "
8 "
8 "
6"
3 "
3 "
3 "
3"
3"
3"
3"
8"
6"
12"
BURIAL SECTION 15
BURIAL SECTION 13
BURIAL SECTION 14
BURIAL SECTION 12
BURIAL SECTION 11
COLUMBARIUM B
BURIAL SECTION 10
BURIAL SECTION 4
DD2 MEETING DISCUSSION, DOES THE VA
WANT THE SOD ON THE BACK OF THE
ACCESS ROADS, AND ARE THE ACCESS
ROADS TO BE TRIMMED OUT, IE NO
OVERSPRAY?
DO NOT USE GPS FROM THIS
DRAWINGS CAD FILE TO
PLACE MAINLINE OVER
CULVERT, REFER TO CIVIL
DRAWINGS FOR EXACT
PLACEMENT
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2.5"
2"
1.25"
3"
2.5"
1.25"
2.5"
2"
1.25"
2.5" 2"2"
2"
1.25"
2"
1.25"
3"
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2"
2"
1.25"
2.5" 2.5"2"1.25"
3"
2.5"
2.5" 2" 1.25"
2"
1.25"
1.25"
1.25"2.5"
2.5"
2"
1.25"
2.5"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2.5"
1.25"
2" 1.25"
1.25"
1.25"
2.5" 2" 1.25"
3" 1.25"
2.5"
2.5" 2"1.25"
2.5"
2.5"2"
1.25"
1.25"
1.25"
1.25" 1.25"
2.5"
2" 1.25"1.25"
2.5"
1.25"
2.5"
2"
1.25"
1.25"
2.5" 2"
2"
1.25"
2.5"
2.5"
2"
2"
1.25"
2.5"
2.5"
2"
1.25"
3"
2.5"
2.5"
2.5"
2"
1.25"
2"
1.25"
3"
3"
2.5"
2.5"
2"
1.25"
2.5" 2"2" 1.25"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
2"
1.25"
1.25"
2.5"
2"
1.25"
2.5" 2"
2"
1.25"
1.25"
3"
2.5"
2"
1.25"
2"
1.25"
3"3"
1.25"
2.5"
2.5"
2"
1.25"
2"
1.25" 2.5"
1.25"
1.25"
2.5"
2"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6" 6"
6"
6"
6"
6"
6"
2"
1.25"
1" 3"
1.25"
1.25"
3" 1.25"
3"
2.5"
2.5"
2"
1.25" 1.25"
1.25"
A
16 16
16 16 16 16
16 16 16 16
6-12 1.5"
6-11 2"
6-10 2"
6-9
2"
6-13 2"
6-14 2"
6-15 2"
6-31
2"
6-32 2"
6-33 2"
6-22 2"
6-21 2"
6-25 2"
6-24
1.5"
6-23 2"
6-20
2"
6-19 2"
6-27
2"
6-26
2"
6-28
2"
6-30
2"
6-29 2"
6-8 2"
6-7 2"
6-1 2"
6-2
2"
2"
2"
2"
2"
1.5"
2"
2"
2"
16 16
16 16
6-16 2"
6-17
2"
6-18 1"
Q
Q
Q Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
6-3 1.5"
6-6
1"
6-4 2"
6-5 1"
0.75
G
G
G
G
G
G
F
EXISTING PUMP
STATION LOCATION
A
C
D 8
A
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 Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : O
:\IF
S\
AL
AB
AM
A-
PH
3\P
-A
LA
BA
MA
3.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
JDL 163CCT
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
BID DOCUMENTS
Ce rt i f ie d Irr igat ion Designer
46102
JO
HN D. LEONARD
I RR
I G A T I O N A S SOC I AT I O
N
2024-10-23
0' 30'15' 60' 90'
1" = 30'
MATCHLINE SEE SHEET LI102
IRRIGATION PLAN 1
KEY MAP NTS
LI101
LI102
LI103
LI104
LI105
RO
AD
A
ROAD A
ROAD C
ROAD B
C2
4A
3A
24" RCP CL III
" R
CP
C
L I
II
24"
RCP CL II
I
" R
CP CL I
II
" R
CP
C
L I
II
30" RCP CL III
" R
CP
C
L I
II
15" RCP CL III 24" RCP CL III 24
" R
CP
C
L I
II
24" RCP CL III
24" RCP CL III
15" RCP CL III
15" RCP CL III
15" RCP CL III
15" RCP CL III
29A
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
0 485
485480
35' STREAM SETBACK
STREAM 7
APPROXIMATE LOCATION
OF 100-YEAR FLOOD
APPROXIMATE LOCATION
OF 500-YEAR FLOOD
PLAIN
70 32
GS
77 38
GS
EP
471472
471472473474 476477478479
481482483484 486487
468469 471472473474
476477478479 481482483484
486487488 465
466467468
480 485
477 478 479 481 482 483 484 486 487 488 489
472473
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
2.4
2.4
69 35
LP
-3.0:1
-3.0:1
-3.0:1
-4.0:1
-4.0:1
-4.5:1
-4.0:1
-3.1:1
-4 .0:
-4.0:1
-4.0:1
-3 .0:
-3 .0:
-3 .0:
-3.0:1
-3.0:1
-3.0:1
TC
TC-HP
76 42
TOP
76 59
TOP
74 93
TOP
TOP
TOP
INV
TOP
72 81
TOP
72 81
TOP
69 59
TOP
69 58
TOP
TOP
65 70
TOP
75 00
TOP
INV
72 31
TOP
67 21
TOP
67 21
TOP
INV
BURIAL SECTION 12
1.25"
1.25" 2.5"
2" 1.25"1.25"
2.5"
1.25"
2.5"
2"
1.25"
1.25"
2.5" 2"
2"
1.25"
2.5"
2.5"
2"
2"
1.25"
2.5"
2.5"
2"
1.25"
3"
2.5"
2.5"
2.5"
2"
1.25"
2"
1.25"
3"
3"
2.5"
2.5"
2"
1.25"
2.5" 2"2" 1.25"
1.25"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
2"
1.25"
16 16
6-12
1.5"
6-11
2"
6-10
2"
6-9
2"
6-13
2"
6-14
2"
6-15
2"
16 16
6-16
2"
6-17
2"
6-18
1"
Q Q
Q
Q
16 4 G
G
F
X
X
ROAD A
ROAD A
ROAD A
ROAD A
RO
AD
A
ROAD A
ROAD C
ROAD C
ROAD C
ROAD B
C2
C1
54" CMP
4A
EX.
10A
7A
31A
3A
8A
15" RCP CL III
15" RCP CL III
18" RCP CL III
24" RCP CL III
24" RCP CL III
" R
CP
C
L I
II
24"
RCP CL II
I
24"
RCP CL II
I
" R
CP
C
L I
II
30" RCP CL III
" R
CP
C
L I
II
15" RCP CL III 24" RCP CL III 24
" R
CP
C
L I
II
24" RCP CL III
24" RCP CL III
15" RCP CL III
15" RCP CL III
15" RCP CL III
15"
RCP CL II
I
15" RCP CL III
15" RCP CL III
15" RCP CL III
" R
CP
C
L I
II
15" RCP CL III
" R
CP
C
L I
II
15" RCP CL III
" R
CP
C
L I
II
" R
CP
C
L I
II
15" RCP CL III
15" RCP CL III
15" RCP CL III
15" RCP CL III
" R
CP
C
L I
II
C8
29A
15" RCP CL III
C7
BIO RETENTION
BOTTOM OF POND ELEV. = 454.00
CREST OF EMERGENCY SPILLWAY ELEV. =
455.00
TOP OF EMBANKMENT ELEV. = 456.00
480 475
465 460
5 45
0 44 5 44
0 43
5 490
0475470
460455
435440445
460465
470475
0 485
485480
4 45
463 461
464470
465466
461 460
451 451 452
490500
480 49
444445446
44844744
451450
450 451
CONTROL IRON
N: 1140146.3399 E: 2170290.1335
ELEV 488.46
CONTROL PK NAIL
N: 1139614.8150 E: 2170418.4130
ELEV 449.56
CONTROL REBAR
N: 1139996.2509 E: 2169809.9290
ELEV 482.83
CONTROL REBAR
N: 1140029.5690 E: 2169560.0409
ELEV 457.24
SW INLET
RIM 475.38
FL 468.96
SW INLET
RIM 475.36
FL IN 468.96
FL OUT 468.87
SW INLET
RIM 477.21
FL IN 472.99
FL OUT 472.89
SW INLET
RIM 479.18
FL IN 474.38
FL OUT 473.78
" R
CP
18" RCP
18" RCP
18" RCP
8"
PV
C
HW
FL 455.68
FL 453.18
18" RCP
18" RCP
SW INLET
RIM 462.20
FL 458.92
SW INLET
RIM 462.37
FL IN 455.75 N
FL IN 455.89 W
FL OUT 455.60
18" RCP
18" RCP
18" RCP
STORM MH
RIM 456.24
FL IN 451.14
FL OUT 448.10
SW INLET
RIM 451.34
FL IN 445.15
FL OUT 445.01
SW INLET
RIM 448.32
FL IN 443.07
FL OUT 442.88
24" RCP
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
GRATE INLET
RIM 446.84
FL 443.61
WATER
PUMP
FL 440.66
36" RCP
SW INLET
RIM 447.37
FL 440.97
SHOAL CREEK
SHOAL CREEK
EX. C
EMETE
RY LO
OP ROAD
EX. CEMETERY LOOP ROAD
EX. CEMETERY LOOP ROAD
EX
. C
EM
ET
ER
Y
EN
TR
AN
CE
R
OA
D
35' STREAM SETBACK
35' STREAM SETBACK
EX. PUBLIC
INFO CENTER
/ ADMIN BLD.
EX. CORTEGE
ASSEM. AREA
EX.
IRRIGATION
POND
EX.
COMMITTAL
SHELTER #1
EX.
COMMITTAL
SHELTER #2
EX.
COLUMBARIUM
A COMPLEX
EX. PUBLIC
ASSEMBLY
AREA
EX. BURIAL
SECTION #8
EX. BURIAL
SECTION #9
EX. BURIAL
SECTION #5
EX. BURIAL
SECTION #1
EX. BURIAL
SECTION #2
EX. SERVICE
DRIVE
EX. SERVICE
DRIVE
EX. SERVICE
DRIVE
EX. BURIAL
SECTION #6
EX.
COMMITTAL
SHELTER #3
EX.
HOUSE
APPROXIMATE LOCATION
OF 100-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 500-YEAR FLOOD
PLAIN
STREAM 4
STREAM 5
STREAM 6
STREAM 8
STREAM 9
STREAM 7
STREAM 3
STREAM 1
STREAM 2
STREAM 2
APPROXIMATE LOCATION
OF 500-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 100-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 100-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 500-YEAR FLOOD
PLAIN
STREAM 2
STREAM 2
UNNAMED
TRIBUTARY TO
SHOAL CREEK
EX. CEMETERY LOOP ROAD
EX. ACCESS TO
SALEM ROAD
E
T
T E
E
70 32
GS
GS 7814
EP
GS
GS
GS
471472
471472473474
477478479 481482
483484
487488489
493494
471472 473474
476477478479 481482483484
486487488
465 470
468 469 471 472 473 474 476
477 478
453 454 456457
466 467 468 469
471 472 473 474
477 478 479 481 482
483 484 486 487
470 475
485468 469 471 472 473 474 476 477
478 479 481 482
486 487
485490 481482483484486487488489
0 479481482483
481482483484
486487488489 491492493494495496497
490488 489 491
458459 461462463464
466467468469 471472473474
476477478479
453454456457458459461462463464466467468469471472473474476477478479470
465465
467468
480 485
477 478 479 481 482 483 484 486 487 488 489
457458459 461462
460465 456457458459461462463464466467468469
458459461462463464466467468469 471472473
458459461462463464466467468469
463464
467468
472473
468469
471472
467468
469471
472473
47047
470 469
471472
465465
3.0
2.4
2.4
3.0
2.4
2.4
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%
5.7
5.7
5.7
69 74
TC
TC
69 98
TC-HP
69 79
TC
TC
76 83
TC
76 68
TC
77 08
TC-HP
TC
TC
TC
TC
TC
TC
90 85
HP
LP
HP
LP
LP
TC
TC
73 36
TC
TC
TC
TC
TC
LP 78 91
EP
63 26
TC
TC
TC
TC
TC
64 22
TC
64 72
TC
TC
465464
468460
465 463 463 464
464 466 467
486 487 488 489
2.4
2.4
480 466
55 24
GS
55 76
GS
55 00
GS
74 61
TC-HP
GS
87 00
GS
GS
GS
90 00
TC
90 90
TC
GS
90 23
GS
GS
GS 7880
TC-HP
LP
-4 .0:
-4.0:1
-4.0:1
-4.0:1
-4 .0:
-4.
0:1
-4.
0:1
-4 .0:
-4 .0:
-4 .0:
-4.0:1
-4.0:1
-4.5:1
-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
-3.0:1
-4 .0:
-4.0:1
-4.0:1 -5.
2:1
-3.0:1
-3.1:1
-4 .0:
-4.0:1
-4.0:1
-3 .0:
-3 .0:
-3 .0:
-3.0:1
-3.0:1
-3.0:1
-4.0:1
-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
-2.
9:1
-2.9:1 -2.9:1
-3.0:1 -3.0:1
-3.0:1 -3.9:1
-3.6:1
-3.5:1
-4.5:1
-4.3:1
-3.9:1
-4.4:1
435432
-2.0:1
TW
49 78
TW
BW
BW
75 83
GS
TC
75 67
TC-HP
0 42
429 430
HP
4 47
481482483484
HP
454455
4.0%
INV
53 90
INV
73 64
TOP
TOP
69 54
TOP
TOP
TOP
67 24
TOP
76 42
TOP
TOP
TOP
TOP
TOP
INV
TOP
72 81
TOP
TOP
TOP
69 58
TOP
TOP
TOP
75 00
TOP
TOP
TOP
69 54
TOP
63 45
TOP63 45
TOP
TOP
INV
-4.0:1
TOP
TOP
45 00
INV
TOP
56 48
TOP
50 68
INV
TOP
TOP
TOP
TOP
TOP
TOP
INV
TOP
TOP
49 93
INV
TC
TC
TC
TC
49 15
HP
INV
52 13
GS
GS 53 43
GS
GS 5358
GS
GS
TW=BW
46 46
TW=BW
6"
6"
6"
3"
3"
3 "
6"
6"
3"
3"
3"
3"
3 "
6 "
6"
6"
6 "
4"
4"
4"
3"
3"
4 "
4 "
4 "
3"
3"
3"
3 "
3"
3 "
3"
3"
3"
3"
3 "3 " 3 "
3 "
3"
3"
3"
3"
3"
4 "
3" 3 "
6"
12 "
8"
8"
8"
8"
6 "
6"6" 3"
3"
4"
1"
8"8 "
4"
4"
4"
4"
3" 3 "
3"
3"
8"
3"
3"
3 "
3"
3"
3 "
3"
6"
4 "
8"
4"
3"
3 "
3"
3"
3 "
4 " 4"
4"
4 "
6"
6 "
6"
3 "
4"
4"
4 "
6 "
6"
1"
1"
1"
4 "
4"
8 "
8 "
8 "
8 "
8 "
6"
3 "
3 "
3 "
3"
3"
3"
3"
8"
6"
12"
BURIAL SECTION 15
BURIAL SECTION 13
BURIAL SECTION 14
BURIAL SECTION 12
BURIAL SECTION 11
COLUMBARIUM B
BURIAL SECTION 10
BURIAL SECTION 4
DD2 MEETING DISCUSSION, DOES THE VA
WANT THE SOD ON THE BACK OF THE
ACCESS ROADS, AND ARE THE ACCESS
ROADS TO BE TRIMMED OUT, IE NO
OVERSPRAY?
DO NOT USE GPS FROM THIS
DRAWINGS CAD FILE TO
PLACE MAINLINE OVER
CULVERT, REFER TO CIVIL
DRAWINGS FOR EXACT
PLACEMENT
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2.5"
2"
1.25"
3"
2.5"
1.25"
2.5"
2"
1.25"
2.5" 2"2"
2"
1.25"
2"
1.25"
3"
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2"
2"
1.25"
2.5" 2.5"2"1.25"
3"
2.5"
2.5" 2" 1.25"
2"
1.25"
1.25"
1.25"2.5"
2.5"
2"
1.25"
2.5"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2.5"
1.25"
2" 1.25"
1.25"
1.25"
2.5" 2" 1.25"
3" 1.25"
2.5"
2.5" 2"1.25"
2.5"
2.5"2"
1.25"
1.25"
1.25"
1.25" 1.25"
2.5"
2" 1.25"1.25"
2.5"
1.25"
2.5"
2"
1.25"
1.25"
2.5" 2"
2"
1.25"
2.5"
2.5"
2"
2"
1.25"
2.5"
2.5"
2"
1.25"
3"
2.5"
2.5"
2.5"
2"
1.25"
2"
1.25"
3"
3"
2.5"
2.5"
2"
1.25"
2.5" 2"2" 1.25"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
2"
1.25"
1.25"
2.5"
2"
1.25"
2.5" 2"
2"
1.25"
1.25"
3"
2.5"
2"
1.25"
2"
1.25"
3"3"
1.25"
2.5"
2.5"
2"
1.25"
2"
1.25" 2.5"
1.25"
1.25"
2.5"
2"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6" 6"
6"
6"
6"
6"
6"
2"
1.25"
1" 3"
1.25"
1.25"
3" 1.25"
3"
2.5"
2.5"
2"
1.25" 1.25"
1.25"
A
16 16
16 16 16 16
16 16 16 16
6-12 1.5"
6-11 2"
6-10 2"
6-9
2"
6-13 2"
6-14 2"
6-15 2"
6-31
2"
6-32 2"
6-33 2"
6-22 2"
6-21 2"
6-25 2"
6-24
1.5"
6-23 2"
6-20
2"
6-19 2"
6-27
2"
6-26
2"
6-28
2"
6-30
2"
6-29 2"
6-8 2"
6-7 2"
6-1 2"
6-2
2"
2"
2"
2"
2"
1.5"
2"
2"
2"
16 16
16 16
6-16 2"
6-17
2"
6-18 1"
Q
Q
Q Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
6-3 1.5"
6-6
1"
6-4 2"
6-5 1"
0.75
G
G
G
G
G
G
F
EXISTING PUMP
STATION LOCATION
A
C
D 8
A
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 Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : O
:\IF
S\
AL
AB
AM
A-
PH
3\P
-A
LA
BA
MA
3.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
JDL 163CCT
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
BID DOCUMENTS
Ce rt i f ie d Irr igat ion Designer
46102
JO
HN D. LEONARD
I RR
I G A T I O N A S SOC I AT I O
N
2024-10-23
0' 30'15' 60' 90'
1" = 30'
MATCHLINE SEE SHEET LI101
MATCHLINE SEE SHEET LI103
IRRIGATION PLAN 2
KEY MAP NTS
LI101
LI102
LI103
ST
ST
ST
ST
ST
ST
ST
ST
ST
X
X
X
X
X
X
X
X
ROAD A
ROAD A
ROAD A
31A
15" RCP CL III
15" RCP CL III
" R
CP
C
L I
II
15" RCP CL III
" R
CP
C
L I
II
15" RCP CL III
" R
CP
C
L I
II
15" RCP CL III
15" RCP CL III29A
15" RCP CL III 455.00
TOP OF EMBANKMENT ELEV. = 456.00
480 475 470
465 460
5 45 0 44
5 44 0 43
0475470
460455
435440445
460465
470475
CONTROL REBAR
N: 1140029.5690 E: 2169560.0409
ELEV 457.24
X
X
X
WATER
PUMP
SHOAL CREEK
SHOAL CREEK
APPROXIMATE LOCATION
STREAM 8
STREAM 7
APPROXIMATE LOCATION
OF 500-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 100-YEAR FLOOD
PLAIN
E
GS
52 00
GS
468469 471472473474
476477478479 481482483484
486487488
465 470
468 469 471 472 473 474 476
453 454 456457
466 467 468 469
471 472 473 474 476 477 478 479
481 482 483 484
470 475
485468 469 471 472 473 474 476 477 478 479 481 482 483 484 486 487
461462463464 466467468469
471472473474 476477478479
453454456457458459461462463464466467468469471472473474476477478479470
465465
63 42
TC
65 63
TC
50 87
LP
67 54
HP
63 22
LP
63 26
TC
TC
63 53
TC
63 63
TC
TC
64 22
TC
64 72
TC
64 82
TC
465464
468460
465 463 463 464
464 466 467
480 466 467 467
55 24
GS
55 76
GS
55 00
GS
87 00
GS
87 00
GS
GS
-4.5:1
-4.0:1
-3.0:1
-3.0:1
-4.0:1
-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
-2.
9:1
-2.9:1
435432
-2.0:1
48 06
TW
49 78
TW
45 86
BW
43 09
BW
0 42
429 430
63 50
HP
67 63
HP
63 45
TOP63 45
TOP
62 91
TOP
INV
-4.0:1
TOP
TOP
45 00
INV
56 49
TOP
56 48
TOP
50 68
INV
72 31
TOP
INV
TOP
53 83
TC
TC
TC
TC
43 31
TW=BW
46 46
TW=BW
BURIAL SECTION 11
COLUMBARIUM B
DD2 MEETING DISCUSSION, DOES THE VA
WANT THE SOD ON THE BACK OF THE
ACCESS ROADS, AND ARE THE ACCESS
ROADS TO BE TRIMMED OUT, IE NO
OVERSPRAY?
DO NOT USE GPS FROM THIS
DRAWINGS CAD FILE TO
PLACE MAINLINE OVER
CULVERT, REFER TO CIVIL
DRAWINGS FOR EXACT
PLACEMENT
2.5"
2"
1.25"
2.5"
2"
1.25"
2"
1.25"
1.25"
2.5"
2"
1.25"
2.5" 2"
2"
1.25"
1.25"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
1" 3"
1.25"
1.25"
3" 1.25"
3"
2.5"
2.5"
2"
1.25" 1.25"
1.25"
A
6-8
2"
6-7
2"
6-1
2"
6-2
2"
Q
Q
6-3
1.5"
6-6
1"
6-4
2"
6-5
1" 0.75
G
G
X
X
ROAD A
ROAD A
ROAD A
ROAD A
RO
AD
A
ROAD A
ROAD C
ROAD C
ROAD C
ROAD B
C2
C1
54" CMP
4A
EX.
10A
7A
31A
3A
8A
15" RCP CL III
15" RCP CL III
18" RCP CL III
24" RCP CL III
24" RCP CL III
" R
CP
C
L I
II
24"
RCP CL II
I
24"
RCP CL II
I
" R
CP
C
L I
II
30" RCP CL III
" R
CP
C
L I
II
15" RCP CL III 24" RCP CL III 24
" R
CP
C
L I
II
24" RCP CL III
24" RCP CL III
15" RCP CL III
15" RCP CL III
15" RCP CL III
15" R
CP CL III
15" RCP CL III
15" RCP CL III
15" RCP CL III
" R
CP
C
L I
II
15" RCP CL III
" R
CP
C
L I
II
15" RCP CL III
" R
CP
C
L I
II
" R
CP
C
L I
II
15" RCP CL III
15" RCP CL III
15" RCP CL III
15" RCP CL III
" R
CP
C
L I
II
C8
29A
15" RCP CL III
C7
BIO RETENTION
BOTTOM OF POND ELEV. = 454.00
CREST OF EMERGENCY SPILLWAY ELEV. =
455.00
TOP OF EMBANKMENT ELEV. = 456.00
480 475
5 45
0 44 5 44
0 43
5 490
475470
460455
435440445
460465
0 485
485480
4 45
463 461
464470
465466
461 460
451 451 452
490500
480 49
44644
444445446
44844744
451450
450 451
CONTROL IRON
N: 1140146.3399 E: 2170290.1335
ELEV 488.46
CONTROL PK NAIL
N: 1139614.8150 E: 2170418.4130
ELEV 449.56
CONTROL REBAR
N: 1139996.2509 E: 2169809.9290
ELEV 482.83
CONTROL REBAR
N: 1140029.5690 E: 2169560.0409
ELEV 457.24
SW INLET
RIM 475.38
FL 468.96
SW INLET
RIM 475.36
FL IN 468.96
FL OUT 468.87
SW INLET
RIM 477.21
FL IN 472.99
FL OUT 472.89
SW INLET
RIM 479.18
FL IN 474.38
FL OUT 473.78
" R
CP
18" RCP
18" RCP
18" RCP
8"
PV
C
HW
FL 455.68
FL 453.18
18" RCP
18" RCP
SW INLET
RIM 462.20
FL 458.92
SW INLET
RIM 462.37
FL IN 455.75 N
FL IN 455.89 W
FL OUT 455.60
18" RCP
18" RCP
18" RCP
STORM MH
RIM 456.24
FL IN 451.14
FL OUT 448.10
SW INLET
RIM 451.34
FL IN 445.15
FL OUT 445.01
SW INLET
RIM 448.32
FL IN 443.07
FL OUT 442.88
24" RCP
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
GRATE INLET
RIM 446.84
FL 443.61
WATER
PUMP
FL 440.66
36" RCP
SW INLET
RIM 447.37
FL 440.97
SHOAL CREEK
SHOAL CREEK
EX
. C
EM
ET
ER
Y L
OOP R
OAD
EX. CEMETERY LOOP ROAD
EX. CEMETERY LOOP ROAD
EX
. C
EM
ET
ER
Y
EN
TR
AN
CE
R
OA
D
35' STREAM SETBACK
35' STREAM SETBACK
EX. PUBLIC
INFO CENTER
/ ADMIN BLD.
EX. CORTEGE
ASSEM. AREA
EX.
IRRIGATION
POND
EX.
COMMITTAL
SHELTER #1
EX.
COMMITTAL
SHELTER #2
EX.
COLUMBARIUM
A COMPLEX
EX. PUBLIC
ASSEMBLY
AREA
EX. BURIAL
SECTION #8
EX. BURIAL
SECTION #9
EX. BURIAL
SECTION #5
EX. BURIAL
SECTION #1
EX. BURIAL
SECTION #2
EX. SERVICE
DRIVE
EX. SERVICE
DRIVE
EX. SERVICE
DRIVE
EX. BURIAL
SECTION #6
EX.
COMMITTAL
SHELTER #3
EX.
HOUSE
APPROXIMATE LOCATION
OF 100-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 500-YEAR FLOOD
PLAIN
STREAM 4
STREAM 5
STREAM 6
STREAM 8
STREAM 9
STREAM 7
STREAM 3
STREAM 1
STREAM 2
STREAM 2
APPROXIMATE LOCATION
OF 500-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 100-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 100-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 500-YEAR FLOOD
PLAIN
STREAM 2
STREAM 2
UNNAMED
TRIBUTARY TO
SHOAL CREEK
EX. CEMETERY LOOP ROAD
EX. ACCESS TO
SALEM ROAD
E
T
T E
E
70 32
GS
GS 7814
EP
GS
GS
52 00
GS
471472
471472473474
477478479 481482
483484
487488489
493494
471472 473474
476477478479 481482483484
486487488
465 470
468 469 471 472 473 474 476
477 478
453 454 456457
466 467 468 469
471 472 473 474
477 478 479 481 482
483 484 486 487
470 475
485468 469 471 472 473 474 476 477
478 479 481 482
486 487
485490 481482483484486487488489
0 479481482483
481482483484
486487488489 491492493494495496497
490488 489 491
458459 461462463464
466467468469 471472473474
476477478479
453454456457458459461462463464466467468469471472473474476477478479470
467468
480 485
477 478 479 481 482 483 484 486 487 488 489
458459
457458459
461462
460465 456457458459461462463464466467468469
458459461462463464466467468469 471472473
458459461462463464466467468469
463464
467468
472473
468469
471472
467468
469471
472473
47047
470 469
471472
465465
3.0
2.4
2.4
3.0
2.4
2.4
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%
5.7
5.7
5.7
TC
69 75
TC
TC-HP
69 79
TC
70 76
TC
TC
TC
77 08
TC-HP
TC
TC
78 54
TC
TC
78 54
TC
78 57
TC
HP
LP
HP
LP
LP
TC
TC
73 36
TC
73 36
TC
78 34
TC
TC
TC
78 29
LP 7891
EP
TC
TC
63 53
TC
63 63
TC
TC
64 22
TC
64 72
TC
TC
465464
468460
465 463 463 464
464 466 467
486 487 488 489
2.4
2.4
480 466
55 24
GS
55 76
GS
GS
74 61
TC-HP
GS
GS
87 00
GS
GS
TC
TC
GS
GS
GS
87 10
GS 7880
TC-HP
69 35
LP
-4 .0:
-4.0:1
-4.0:1
-4.0:1
-4 .0:
-4.
0:1
-4.
0:1
-4 .0:
-4 .0:
-4 .0:
-4.0:1
-4.0:1
-4.5:1
-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
-3.0:1
-4 .0:
-4.0:1
-4.0:1 -5.
2:1
-3.0:1
-3.1:1
-4 .0:
-4.0:1
-4.0:1
-3 .0:
-3 .0:
-3 .0:
-3.0:1
-3.0:1
-3.0:1
-4.0:1
-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
-2.
9:1
-2.9:1 -2.9:1
-3.0:1 -3.0:1
-3.0:1 -3.9:1
-3.6:1
-3.5:1
-4.5:1
-4.3:1
-3.9:1
-4.4:1
435432
-2.0:1
TW
TW
45 86
BW
43 09
BW
75 83
GS
73 15
TC
75 67
TC-HP
0 42
429 430
HP
4 47
481482483484
HP
454455
4.0%
54 32
INV
53 90
INV
73 64
TOP
TOP
69 54
TOP
TOP
64 76
TOP
TOP
76 42
TOP
76 59
TOP
TOP
TOP
TOP
INV
TOP
72 81
TOP
TOP
69 59
TOP
69 58
TOP
TOP
TOP
TOP
TOP
64 76
TOP
69 54
TOP
63 45
TOP63 45
TOP
TOP
INV
-4.0:1
TOP
TOP
INV
56 49
TOP
TOP
INV
TOP
TOP
TOP
72 31
TOP
67 21
TOP
TOP
INV
TOP
48 84
TOP
INV
TC
TC
TC
TC
HP
INV
52 13
GS
52 57
GS 53 43
GS
GS 5358
GS
GS
TW=BW
TW=BW
6"
6 "
6"
3 "
3"
3 "
6"
6"
3"
3 "
3"
3"
3 "
6"
6"
6 "
6"
4"
4"
4"
3"
3"
4 "
4 "
4 "
3"
3"
3"
3"
3"
3" 3"
3"
3"
3"
3"3" 3 "
3 "
3"
3"
3 "
3"
3"
4"
3" 3 "
6"
12"
8"
8"
8"
8"
6 "
6"6" 3"
3 "
4"
1"
8"8"
4"
4"
4"
4"
3" 3 "
3"
3"
8"
3"
3"
3 "
3 "
3"
3"
3"
6"
4 "
8"
4"
3 "
3"
3"
3"
3"
4" 4"
4 "
4"
6"
6"
6"
3"
4 "
4"
4"
6"
6"
1 "
1 "
1"
4"
4"
8 "
8 "
8"
8"
8 "
6"
3"
3 "
3"
3"
3"
3"
3"
8"
6"
BURIAL SECTION 15
BURIAL SECTION 13
BURIAL SECTION 14
BURIAL SECTION 12
BURIAL SECTION 11
COLUMBARIUM B
BURIAL SECTION 10
BURIAL SECTION 4
DD2 MEETING DISCUSSION, DOES THE VA
WANT THE SOD ON THE BACK OF THE
ACCESS ROADS, AND ARE THE ACCESS
ROADS TO BE TRIMMED OUT, IE NO
OVERSPRAY?
DO NOT USE GPS FROM THIS
DRAWINGS CAD FILE TO
PLACE MAINLINE OVER
CULVERT, REFER TO CIVIL
DRAWINGS FOR EXACT
PLACEMENT
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2.5"
2"
1.25"
3"
2.5"
1.25"
2.5"
2"
1.25"
2.5" 2"2"
2"
1.25"
2"
1.25"
3"
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2"
2"
1.25"
2.5" 2.5"2"1.25"
3"
2.5"
2.5" 2" 1.25"
2"
1.25"
1.25"
1.25"2.5"
2.5"
2"
1.25"
2.5"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2.5"
1.25"
2" 1.25"
1.25"
1.25"
2.5" 2" 1.25"
3" 1.25"
2.5"
2.5" 2"1.25"
2.5"
2.5"2"
1.25"
1.25"
1.25"
1.25" 1.25"
2.5"
2" 1.25"1.25"
2.5"
1.25"
2.5"
2"
1.25"
1.25"
2.5" 2"
2"
1.25"
2.5"
2.5"
2"
2"
1.25"
2.5"
2.5"
2"
1.25"
3"
2.5"
2.5"
2.5"
2"
1.25"
2"
1.25"
3"
3"
2.5"
2.5"
2"
1.25"
2.5" 2"2" 1.25"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
2"
1.25"
1.25"
2.5"
2"
1.25"
2.5" 2"
2"
1.25"
1.25"
3"
2.5"
2"
1.25"
2"
1.25"
3"3"
1.25"
2.5"
2.5"
2"
1.25"
2"
1.25" 2.5"
1.25"
1.25"
2.5"
2"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6" 6"
6"
6"
6"
6"
6"
2"
1.25"
1" 3"
1.25"
1.25"
3" 1.25"
3"
2.5"
2.5"
2"
1.25" 1.25"
1.25"
A
16 16
16 16 16 16
16 16 16 16
6-12 1.5"
6-11 2"
6-10 2"
6-9
2"
6-13 2"
6-14 2"
6-15 2"
6-31
2"
6-32 2"
6-33 2"
6-22 2"
6-21 2"
6-25 2"
6-24
1.5"
6-23 2"
6-20
2"
6-19 2"
6-27
2"
6-26
2"
6-28
2"
6-30
2"
6-29 2"
6-8 2"
6-7 2"
6-1 2"
6-2
2"
2"
2"
2"
2"
1.5"
2"
2"
2"
16 16
16 16
6-16 2"
6-17
2"
6-18 1"
Q
Q
Q Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
6-3 1.5"
6-6
1"
6-4 2"
6-5 1"
0.75
G
G
G
G
G
G
F
EXISTING PUMP
STATION LOCATION
A
C
D 8
A
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 Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : O
:\IF
S\
AL
AB
AM
A-
PH
3\P
-A
LA
BA
MA
3.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
JDL 163CCT
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
BID DOCUMENTS
Ce rt i f ie d Irr igat ion Designer
46102
JO
HN D. LEONARD
I RR
I G A T I O N A S SOC I AT I O
N
2024-10-23
0' 30'15' 60' 90'
1" = 30'
MATCHLINE SEE SHEET LI102
M
ATC
H
LIN
E SEE SH
EET LI104
IRRIGATION PLAN 3
KEY MAP NTS
LI101
LI102
LI103
X
X
X
X
X
X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ROAD A
ROAD A
EX.
" R
CP
C
L I
II
15" RCP CL III
5 490
450 451
450 450
CONTROL PK NAIL
N: 1139614.8150 E: 2170418.4130
ELEV 449.56
CONTROL REBAR
N: 1139996.2509 E: 2169809.9290
ELEV 482.83
SW INLET
RIM 475.38
FL 468.96
SW INLET
RIM 475.36
FL IN 468.96
FL OUT 468.87
SW INLET
RIM 477.21
FL IN 472.99
FL OUT 472.89
18" RCP
18" RCP
18" RCP
HW
FL 455.68
FL 453.18
18" RCP
18" RCP
SW INLET
RIM 462.20
FL 458.92
SW INLET
RIM 462.37
FL IN 455.75 N
FL IN 455.89 W
FL OUT 455.60
18" RCP
18" RCP
18" RCP
STORM MH
RIM 456.24
FL IN 451.14
FL OUT 448.10
SW INLET
RIM 451.34
FL IN 445.15
FL OUT 445.01
SW INLET
RIM 448.32
FL IN 443.07
FL OUT 442.88
24" RCP
SW INLET
RIM 447.37
FL 440.97
EX. C
EMETE
RY LO
OP ROAD
EX. CEMETERY LOOP ROAD
EX. BURIAL
SECTION #5
EX. SERVICE
DRIVE
EX.
COMMITTAL
SHELTER #3
EX. CEMETERY LOOP ROAD
T
T E
481 482 483 484
486 487 488 489
485483 484 486 487
485490 481482483484486487488489
481482483
481482483484
486487488489
490488 489 491
5.7
5.7
5.7
78 54
TC
TC
78 54
TC
78 57
TC
90 85
HP
78 29
LP 78 91
EP
87 00
GS
87 00
GS
87 00
GS
90 00
TC
90 90
TC
GS
90 23
GS
88 61
GS
GS 78 80
TC-HP
-2.9:1 -2.9:1
-3.0:1 -3.0:1
-3.0:1 -3.9:1
-3.6:1
-3.5:1
-4.5:1
4.0
78 53
TOP
78 52
TOP
TOP
6"
6"
6"
6"
6"
3"
6"
4"
4"
6"
1"
6"
6" 6"
3"
6"
6"
6"
BURIAL SECTION 10
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2.5"
2"
1.25"
3"
2.5"
2"
1.25"
2"
1.25"
6"
6"
6" 6"
2"
2"
2"
Q
X
X
ROAD A
ROAD A
ROAD A
ROAD A
RO
AD
A
ROAD A
ROAD C
ROAD C
ROAD C
ROAD B
C2
C1
54" CMP
4A
EX.
10A
7A
31A
3A
8A
15" RCP CL III
15" RCP CL III
18" RCP CL III
24" RCP CL III
24" RCP CL III
" R
CP
C
L I
II
24"
RCP CL II
I
24"
RCP CL II
I
" R
CP
C
L I
II
30" RCP CL III
" R
CP
C
L I
II
15" RCP CL III 24" RCP CL III 24
" R
CP
C
L I
II
24" RCP CL III
24" RCP CL III
15" RCP CL III
15" RCP CL III
15" RCP CL III
15"
RCP CL II
I
15" RCP CL III
15" RCP CL III
15" RCP CL III
" R
CP
C
L I
II
15" RCP CL III
" R
CP
C
L I
II
15" RCP CL III
" R
CP
C
L I
II
" R
CP
C
L I
II
15" RCP CL III
15" RCP CL III
15" RCP CL III
15" RCP CL III
" R
CP
C
L I
II
C8
29A
15" RCP CL III
C7
BIO RETENTION
BOTTOM OF POND ELEV. = 454.00
CREST OF EMERGENCY SPILLWAY ELEV. =
455.00
TOP OF EMBANKMENT ELEV. = 456.00
480 475
465 460
5 45
0 44 5 44
0 43
5 490
0475470
460455
435440445
460465
470475
0 485
485480
4 45
463 461
464470
465466
461 460
451 451 452
490500
480 49
444445446
44844744
451450
450 451
CONTROL IRON
N: 1140146.3399 E: 2170290.1335
ELEV 488.46
CONTROL PK NAIL
N: 1139614.8150 E: 2170418.4130
ELEV 449.56
CONTROL REBAR
N: 1139996.2509 E: 2169809.9290
ELEV 482.83
CONTROL REBAR
N: 1140029.5690 E: 2169560.0409
ELEV 457.24
SW INLET
RIM 475.38
FL 468.96
SW INLET
RIM 475.36
FL IN 468.96
FL OUT 468.87
SW INLET
RIM 477.21
FL IN 472.99
FL OUT 472.89
SW INLET
RIM 479.18
FL IN 474.38
FL OUT 473.78
" R
CP
18" RCP
18" RCP
18" RCP
8"
PV
C
HW
FL 455.68
FL 453.18
18" RCP
18" RCP
SW INLET
RIM 462.20
FL 458.92
SW INLET
RIM 462.37
FL IN 455.75 N
FL IN 455.89 W
FL OUT 455.60
18" RCP
18" RCP
18" RCP
STORM MH
RIM 456.24
FL IN 451.14
FL OUT 448.10
SW INLET
RIM 451.34
FL IN 445.15
FL OUT 445.01
SW INLET
RIM 448.32
FL IN 443.07
FL OUT 442.88
24" RCP
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
GRATE INLET
RIM 446.84
FL 443.61
WATER
PUMP
FL 440.66
36" RCP
SW INLET
RIM 447.37
FL 440.97
SHOAL CREEK
SHOAL CREEK
EX. C
EMETE
RY LO
OP ROAD
EX. CEMETERY LOOP ROAD
EX. CEMETERY LOOP ROAD
EX
. C
EM
ET
ER
Y
EN
TR
AN
CE
R
OA
D
35' STREAM SETBACK
35' STREAM SETBACK
EX. PUBLIC
INFO CENTER
/ ADMIN BLD.
EX. CORTEGE
ASSEM. AREA
EX.
IRRIGATION
POND
EX.
COMMITTAL
SHELTER #1
EX.
COMMITTAL
SHELTER #2
EX.
COLUMBARIUM
A COMPLEX
EX. PUBLIC
ASSEMBLY
AREA
EX. BURIAL
SECTION #8
EX. BURIAL
SECTION #9
EX. BURIAL
SECTION #5
EX. BURIAL
SECTION #1
EX. BURIAL
SECTION #2
EX. SERVICE
DRIVE
EX. SERVICE
DRIVE
EX. SERVICE
DRIVE
EX. BURIAL
SECTION #6
EX.
COMMITTAL
SHELTER #3
EX.
HOUSE
APPROXIMATE LOCATION
OF 100-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 500-YEAR FLOOD
PLAIN
STREAM 4
STREAM 5
STREAM 6
STREAM 8
STREAM 9
STREAM 7
STREAM 3
STREAM 1
STREAM 2
STREAM 2
APPROXIMATE LOCATION
OF 500-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 100-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 100-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 500-YEAR FLOOD
PLAIN
STREAM 2
STREAM 2
UNNAMED
TRIBUTARY TO
SHOAL CREEK
EX. CEMETERY LOOP ROAD
EX. ACCESS TO
SALEM ROAD
E
T
T E
E
70 32
GS
GS 7814
EP
GS
GS
GS
471472
471472473474
477478479 481482
483484
487488489
493494
471472 473474
476477478479 481482483484
486487488
465 470
468 469 471 472 473 474 476
477 478
453 454 456457
466 467 468 469
471 472 473 474
477 478 479 481 482
483 484 486 487
470 475
485468 469 471 472 473 474 476 477
478 479 481 482
486 487
485490 481482483484486487488489
0 479481482483
481482483484
486487488489 491492493494495496497
490488 489 491
458459 461462463464
466467468469 471472473474
476477478479
453454456457458459461462463464466467468469471472473474476477478479470
465465
467468
480 485
477 478 479 481 482 483 484 486 487 488 489
457458459 461462
460465 456457458459461462463464466467468469
458459461462463464466467468469 471472473
458459461462463464466467468469
463464
467468
472473
468469
471472
467468
469471
472473
47047
470 469
471472
465465
3.0
2.4
2.4
3.0
2.4
2.4
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%
5.7
5.7
5.7
69 74
TC
TC
69 98
TC-HP
69 79
TC
TC
76 83
TC
76 68
TC
77 08
TC-HP
TC
TC
TC
TC
TC
TC
90 85
HP
LP
HP
LP
LP
TC
TC
73 36
TC
TC
TC
TC
TC
LP 78 91
EP
63 26
TC
TC
TC
TC
TC
64 22
TC
64 72
TC
TC
465464
468460
465 463 463 464
464 466 467
486 487 488 489
2.4
2.4
480 466
55 24
GS
55 76
GS
55 00
GS
74 61
TC-HP
GS
87 00
GS
GS
GS
90 00
TC
90 90
TC
GS
90 23
GS
GS
GS 7880
TC-HP
LP
-4 .0:
-4.0:1
-4.0:1
-4.0:1
-4 .0:
-4.
0:1
-4.
0:1
-4 .0:
-4 .0:
-4 .0:
-4.0:1
-4.0:1
-4.5:1
-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
-3.0:1
-4 .0:
-4.0:1
-4.0:1 -5.
2:1
-3.0:1
-3.1:1
-4 .0:
-4.0:1
-4.0:1
-3 .0:
-3 .0:
-3 .0:
-3.0:1
-3.0:1
-3.0:1
-4.0:1
-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
-2.
9:1
-2.9:1 -2.9:1
-3.0:1 -3.0:1
-3.0:1 -3.9:1
-3.6:1
-3.5:1
-4.5:1
-4.3:1
-3.9:1
-4.4:1
435432
-2.0:1
TW
49 78
TW
BW
BW
75 83
GS
TC
75 67
TC-HP
0 42
429 430
HP
4 47
481482483484
HP
454455
4.0%
INV
53 90
INV
73 64
TOP
TOP
69 54
TOP
TOP
TOP
67 24
TOP
76 42
TOP
TOP
TOP
TOP
TOP
INV
TOP
72 81
TOP
TOP
TOP
69 58
TOP
TOP
TOP
75 00
TOP
TOP
TOP
69 54
TOP
63 45
TOP63 45
TOP
TOP
INV
-4.0:1
TOP
TOP
45 00
INV
TOP
56 48
TOP
50 68
INV
TOP
TOP
TOP
TOP
TOP
TOP
INV
TOP
TOP
49 93
INV
TC
TC
TC
TC
49 15
HP
INV
52 13
GS
GS 53 43
GS
GS 5358
GS
GS
TW=BW
46 46
TW=BW
6"
6"
6"
3"
3"
3 "
6"
6"
3"
3"
3"
3"
3 "
6 "
6"
6"
6 "
4"
4"
4"
3"
3"
4 "
4 "
4 "
3"
3"
3"
3 "
3"
3 "
3"
3"
3"
3"
3 "3 " 3 "
3 "
3"
3"
3"
3"
3"
4 "
3" 3 "
6"
12 "
8"
8"
8"
8"
6 "
6"6" 3"
3"
4"
1"
8"8 "
4"
4"
4"
4"
3" 3 "
3"
3"
8"
3"
3"
3 "
3"
3"
3 "
3"
6"
4 "
8"
4"
3"
3 "
3"
3"
3 "
4 " 4"
4"
4 "
6"
6 "
6"
3 "
4"
4"
4 "
6 "
6"
1"
1"
1"
4 "
4"
8 "
8 "
8 "
8 "
8 "
6"
3 "
3 "
3 "
3"
3"
3"
3"
8"
6"
12"
BURIAL SECTION 15
BURIAL SECTION 13
BURIAL SECTION 14
BURIAL SECTION 12
BURIAL SECTION 11
COLUMBARIUM B
BURIAL SECTION 10
BURIAL SECTION 4
DD2 MEETING DISCUSSION, DOES THE VA
WANT THE SOD ON THE BACK OF THE
ACCESS ROADS, AND ARE THE ACCESS
ROADS TO BE TRIMMED OUT, IE NO
OVERSPRAY?
DO NOT USE GPS FROM THIS
DRAWINGS CAD FILE TO
PLACE MAINLINE OVER
CULVERT, REFER TO CIVIL
DRAWINGS FOR EXACT
PLACEMENT
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2.5"
2"
1.25"
3"
2.5"
1.25"
2.5"
2"
1.25"
2.5" 2"2"
2"
1.25"
2"
1.25"
3"
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2"
2"
1.25"
2.5" 2.5"2"1.25"
3"
2.5"
2.5" 2" 1.25"
2"
1.25"
1.25"
1.25"2.5"
2.5"
2"
1.25"
2.5"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2.5"
1.25"
2" 1.25"
1.25"
1.25"
2.5" 2" 1.25"
3" 1.25"
2.5"
2.5" 2"1.25"
2.5"
2.5"2"
1.25"
1.25"
1.25"
1.25" 1.25"
2.5"
2" 1.25"1.25"
2.5"
1.25"
2.5"
2"
1.25"
1.25"
2.5" 2"
2"
1.25"
2.5"
2.5"
2"
2"
1.25"
2.5"
2.5"
2"
1.25"
3"
2.5"
2.5"
2.5"
2"
1.25"
2"
1.25"
3"
3"
2.5"
2.5"
2"
1.25"
2.5" 2"2" 1.25"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
2"
1.25"
1.25"
2.5"
2"
1.25"
2.5" 2"
2"
1.25"
1.25"
3"
2.5"
2"
1.25"
2"
1.25"
3"3"
1.25"
2.5"
2.5"
2"
1.25"
2"
1.25" 2.5"
1.25"
1.25"
2.5"
2"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6" 6"
6"
6"
6"
6"
6"
2"
1.25"
1" 3"
1.25"
1.25"
3" 1.25"
3"
2.5"
2.5"
2"
1.25" 1.25"
1.25"
A
16 16
16 16 16 16
16 16 16 16
6-12 1.5"
6-11 2"
6-10 2"
6-9
2"
6-13 2"
6-14 2"
6-15 2"
6-31
2"
6-32 2"
6-33 2"
6-22 2"
6-21 2"
6-25 2"
6-24
1.5"
6-23 2"
6-20
2"
6-19 2"
6-27
2"
6-26
2"
6-28
2"
6-30
2"
6-29 2"
6-8 2"
6-7 2"
6-1 2"
6-2
2"
2"
2"
2"
2"
1.5"
2"
2"
2"
16 16
16 16
6-16 2"
6-17
2"
6-18 1"
Q
Q
Q Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
6-3 1.5"
6-6
1"
6-4 2"
6-5 1"
0.75
G
G
G
G
G
G
F
EXISTING PUMP
STATION LOCATION
A
C
D 8
A
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 Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : O
:\IF
S\
AL
AB
AM
A-
PH
3\P
-A
LA
BA
MA
3.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
JDL 163CCT
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
BID DOCUMENTS
Ce rt i f ie d Irr igat ion Designer
46102
JO
HN D. LEONARD
I RR
I G A T I O N A S SOC I AT I O
N
2024-10-23
0' 30'15' 60' 90'
1" = 30'
M
AT
C H
LI
N
E
SE
E
SH
EE
T
LI
IRRIGATION PLAN 4
M
AT
C H
LI
N
E
SE
E
SH
EE
T
LI
KEY MAP NTS
LI101
LI102
LI103
" R
CP
C
L I
II
C8
C7
44644
444445446
44744
451450449
451452
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
GRATE INLET
RIM 446.84
FL 443.61
FL 440.66
36" RCP
EX. CEMETERY LOOP ROAD
EX.
IRRIGATION
POND
EX. BURIAL
SECTION #9
EX. SERVICE
DRIVE
EX. BURIAL
SECTION #6
-4.3:1
-3.9:1
-4.4:1
48 84
TOP
49 93
INV
HP
49 73
INV
GS
52 57
GS 53 43
GS
GS 53 58
GS
53 88
GS
6"
6"
6"
6"
3"
3"
3"
3"
3"
6"
6"
6"
6"
6"
1"
6"
3"
6"
6"
6"
6"
6"
BURIAL SECTION 4
3"3"
1.25"
2.5"
2.5"
2"
1.25"
2"
1.25" 2.5"
1.25"
1.25"
2.5"
2"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
2"
1.5"
2"
2"
2"
Q
Q 4
EXISTING PUMP
STATION LOCATION
X
X
ROAD A
ROAD A
ROAD A
ROAD A
RO
AD
A
ROAD A
ROAD C
ROAD C
ROAD C
ROAD B
C2
C1
54" CMP
4A
EX.
10A
7A
31A
3A
8A
15" RCP CL III
15" RCP CL III
18" RCP CL III
24" RCP CL III
24" RCP CL III
" R
CP
C
L I
II
24"
RCP CL II
I
" R
CP C
L I
II
" R
CP
C
L I
II
30" RCP CL III
" R
CP
C
L I
II
15" RCP CL III 24" RCP CL III 24
" R
CP
C
L I
II
24" RCP CL III
24" RCP CL III
15" RCP CL III
15" RCP CL III
15" RCP CL III
15" R
CP CL III
15" RCP CL III
15" RCP CL III
15" RCP CL III
" R
CP
C
L I
II
15" RCP CL III
" R
CP
C
L I
II
15" RCP CL III
" R
CP
C
L I
II
" R
CP
C
L I
II
15" RCP CL III
15" RCP CL III
15" RCP CL III
15" RCP CL III
" R
CP
C
L I
II
C8
29A
15" RCP CL III
C7
BIO RETENTION
BOTTOM OF POND ELEV. = 454.00
CREST OF EMERGENCY SPILLWAY ELEV. =
455.00
TOP OF EMBANKMENT ELEV. = 456.00
480 475 470
465 460
5 45 0 44
5 44 0 43
5 490
475470
435440445
460465470475
0 485
485480
4 45
463 461
464470
465 464
465466
451 451 452
490500
480 49
44644
444445446
44744
451450449
450 4514
450 450
CONTROL IRON
N: 1140146.3399 E: 2170290.1335
ELEV 488.46
CONTROL PK NAIL
N: 1139614.8150 E: 2170418.4130
ELEV 449.56
CONTROL REBAR
N: 1139996.2509 E: 2169809.9290
ELEV 482.83
CONTROL REBAR
N: 1140029.5690 E: 2169560.0409
ELEV 457.24
SW INLET
RIM 475.38
FL 468.96
SW INLET
RIM 475.36
FL IN 468.96
FL OUT 468.87
SW INLET
RIM 477.21
FL IN 472.99
FL OUT 472.89
SW INLET
RIM 479.18
FL IN 474.38
FL OUT 473.78
" R
CP
18" RCP
18" RCP
18" RCP
8"
PV
C
HW
FL 455.68
FL 453.18
18" RCP
18" RCP
SW INLET
RIM 462.20
FL 458.92
SW INLET
RIM 462.37
FL IN 455.75 N
FL IN 455.89 W
FL OUT 455.60
18" RCP
18" RCP
18" RCP
STORM MH
RIM 456.24
FL IN 451.14
FL OUT 448.10
SW INLET
RIM 451.34
FL IN 445.15
FL OUT 445.01
SW INLET
RIM 448.32
FL IN 443.07
FL OUT 442.88
24" RCP
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
GRATE INLET
RIM 446.84
FL 443.61
WATER
PUMP
FL 440.66
36" RCP
SW INLET
RIM 447.37
FL 440.97
SHOAL CREEK
SHOAL CREEK
EX
. C
EM
ET
ER
Y L
OOP R
OAD
EX. CEMETERY LOOP ROAD
EX. CEMETERY LOOP ROAD
EX
. C
EM
ET
ER
Y
EN
TR
AN
CE
R
OA
D
35' STREAM SETBACK
35' STREAM SETBACK
EX. PUBLIC
INFO CENTER
/ ADMIN BLD.
EX. CORTEGE
ASSEM. AREA
EX.
IRRIGATION
POND
EX.
COMMITTAL
SHELTER #1
EX.
COMMITTAL
SHELTER #2
EX.
COLUMBARIUM
A COMPLEX
EX. PUBLIC
ASSEMBLY
AREA
EX. BURIAL
SECTION #8
EX. BURIAL
SECTION #9
EX. BURIAL
SECTION #5
EX. BURIAL
SECTION #1
EX. BURIAL
SECTION #2
EX. SERVICE
DRIVE
EX. SERVICE
DRIVE
EX. SERVICE
DRIVE
EX. BURIAL
SECTION #6
EX.
COMMITTAL
SHELTER #3
EX.
HOUSE
APPROXIMATE LOCATION
OF 100-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 500-YEAR FLOOD
PLAIN
STREAM 4
STREAM 5
STREAM 8
STREAM 9
STREAM 7
STREAM 3
STREAM 1
STREAM 2
STREAM 2
APPROXIMATE LOCATION
OF 500-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 100-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 100-YEAR FLOOD
PLAIN
APPROXIMATE LOCATION
OF 500-YEAR FLOOD
PLAIN
STREAM 2
STREAM 2
EX. CEMETERY LOOP ROAD
EX. ACCESS TO
SALEM ROAD
E
T
T E
E
GS
GS 7814
EP
GS
GS
52 00
GS
471472
471472473474 476477478479
482483484
487488
491492
471472473474 476477478479
481482483484 486487488
465 470
468 469 471 472 473 474 476
453 454 456457
466 467 468 469
471 472 473 474
476 477 478
481 482 483 484 486 487 488 489
470 475
485468 469 471 472 473 474
476 477 478 479
483 484 486
490 481482483484486487488489
0 479
481482483
481482483484
486487488489 491492493494495496497
490488 489
461462 463464
466467468469 471472473474
476477478479
453454456457458459461462463464466467468469471472473474476477478479470
466467
480 485
477 478 479 481 482 483 484 486 487 488 489
458459
457458459
461462
460465 456457458459461462463464466467468469
458459461462463464466467468469
463464
467468
472473
468469
471472
467468
469471
472473
47047
470 469
471472
465465
3.0
2.4
2.4
3.0
2.4
2.4
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%
5.7
5.7
5.7
TC
69 75
TC
TC-HP
69 79
TC
70 76
TC
TC
TC
77 08
TC-HP
63 42
TC
TC
78 54
TC
TC
78 54
TC
78 57
TC
HP
LP
HP
LP
LP
TC
TC
73 36
TC
73 36
TC
78 34
TC
TC
TC
78 29
LP 7891
EP
456 457
TC
TC
63 53
TC
63 63
TC
TC
64 22
TC
64 72
TC
TC
465464
468460
463 464
465 463 463 464
464 466 467
486 487 488 489
2.4
2.4
480 466
467 468
55 24
GS
55 76
GS
GS
74 61
TC-HP
GS
GS
87 00
GS
GS
TC
TC
GS
GS
GS
87 10
GS 7880
TC-HP
69 35
LP
-4 .0:
-4.0:1
-4.0:1
-4.0:1
-4.
0:1
-4 .0:
-4.
0:1
-4 .0:
-4.0:1
-4.0:1
-4.5:1
-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
-3.0:1
-4 .0:
-4.0:1
-4.0:1 -5.
2:1
-3.0:1
-3.1:1
-4 .0:
-4.0:1
-4.0:1
-3 .0:
-3 .0:
-3 .0:
-3.0:1
-3.0:1
-3.0:1
-4.0:1
-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
-2.
9:1
-2.9:1 -2.9:1
-3.0:1 -3.0:1
-3.0:1 -3.9:1
-3.6:1
-3.5:1
-4.5:1
-4.3:1
-3.9:1
-4.4:1
435432
-2.0:1
TW
TW
45 86
BW
43 09
BW
75 83
GS
73 15
TC
75 67
TC-HP
0 42
HP
4 47
483484
HP
454455
4.0
54 32
INV
53 90
INV
73 64
TOP
TOP
69 54
TOP
TOP
64 76
TOP
TOP
76 42
TOP
76 59
TOP
TOP
TOP
TOP
INV
TOP
72 81
TOP
TOP
69 59
TOP
69 58
TOP
TOP
TOP
TOP
TOP
64 76
TOP
69 54
TOP
63 45
TOP63 45
TOP
TOP
INV
-4.0:1
TOP
TOP
INV
56 49
TOP
TOP
INV
TOP
TOP
78 10
TOP
72 31
TOP
67 21
TOP
TOP
INV
TOP
48 84
TOP
INV
TC
TC
TC
TC
49 15
HP
INV
52 13
GS
52 57
GS 53 43
GS
GS 5358
GS
GS
TW=BW
TW=BW
6"
6 "
6"
3 "
3"
3 "
6"
6"
3"
3"
3"
3"
3 "
6"
6"
6 "
6"
4"
4"
4"
3"
3"
4 "
4 "
4 "
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"3" 3 "
3 "
3"
3"
3"
3"
3"
4"
3" 3 "
6"
12 "
8"
8"
8"
8"
6 "
6"6" 3"
3 "
4"
1"
8"8 "
4"
4"
4"
4"
3" 3 "
3"
3"
8"
3"
3"
3 "
3 "
3"
3"
3"
6"
4 "
8"
4"
3 "
3"
3"
3" 3"
4" 4"
4"
4"
6"
6"
6"
3 "
4"
4"
4 "
8"
6"
6"
1 "
1 "
1"
4"
4"
8 "
8 "
8 "
8"
8 "
6"
3"
3 "
3 "
3"
3"
3"
3"
3"
BURIAL SECTION 15
BURIAL SECTION 13
BURIAL SECTION 14
BURIAL SECTION 12
BURIAL SECTION 11
COLUMBARIUM B
BURIAL SECTION 10
BURIAL SECTION 4
DD2 MEETING DISCUSSION, DOES THE VA
WANT THE SOD ON THE BACK OF THE
ACCESS ROADS, AND ARE THE ACCESS
ROADS TO BE TRIMMED OUT, IE NO
OVERSPRAY?
DO NOT USE GPS FROM THIS
DRAWINGS CAD FILE TO
PLACE MAINLINE OVER
CULVERT, REFER TO CIVIL
DRAWINGS FOR EXACT
PLACEMENT
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2.5"
2"
1.25"
3"
2.5"
1.25"
2.5"
2"
1.25"
2.5" 2"2"
2"
1.25"
2"
1.25"
3"
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2"
2"
1.25"
2.5" 2.5"2"1.25"
3"
2.5"
2.5" 2" 1.25"
2"
1.25"
1.25"
1.25"2.5"
2.5"
2"
1.25"
2.5"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
2.5"
2"
1.25"
2.5"
1.25"
2.5"
1.25"
2" 1.25"
1.25"
1.25"
2.5" 2" 1.25"
3" 1.25"
2.5"
2.5" 2"1.25"
2.5"
2.5"2"
1.25"
1.25"
1.25"
1.25" 1.25"
2.5"
2"1.25"1.25"
2.5"
1.25"
2.5"
2"
1.25"
1.25"
2.5" 2"
2"
1.25"
2.5"
2.5"
2"
2"
1.25"
2.5"
2.5"
2"
1.25"
3"
2.5"
2.5"
2.5"
2"
1.25"
2"
1.25"
3"
3"
2.5"
2.5"
2"
1.25"
2.5" 2"2" 1.25"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
2"
1.25"
1.25"
2.5"
2"
1.25"
2.5" 2"
2"
1.25"
1.25"
3"
2.5"
2"
1.25"
2"
1.25"
3"3"
1.25"
2.5"
2.5"
2"
1.25"
2"
1.25" 2.5"
1.25"
1.25"
2.5"
2"
2"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6" 6"
6"
6"
6"
6"
6"
2"
1.25"
1" 3"
1.25"
1.25"
3" 1.25"
3"
2.5"
2.5"
2"
1.25" 1.25"
1.25"
A
16 16
16 16 16 16
16 16 16 16
6-12 1.5"
6-11 2"
6-10 2"
6-9
2"
6-13
2"
6-14 2"
6-15 2"
6-31
2"
6-32 2"
6-33 2"
6-22 2"
6-21 2"
6-25 2"
6-24
1.5"
6-23 2"
6-20
2"
6-19 2"
6-27
2"
6-26
2"
6-28
2"
6-30
2"
6-29 2"
6-8
2"
6-7 2"
6-1 2"
6-2 2"
2"
2"
2"
2"
1.5"
2"
2"
2"
16 16
6-16
2"
6-17
2"
6-18 1"
Q
Q
Q Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
6-3
1.5"
6-6 1"
6-4 2"
6-5 1"
0.75
G
G
G
G
G
G
F
EXISTING PUMP
STATION LOCATION
A
C
D 8
A
" R
CP
C
L I
II
C8
C7
444445446
44844744
451450449
CONTROL PK NAIL
N: 1139614.8150 E: 2170418.4130
ELEV 449.56
18" RCP
SW INLET
RIM 451.34
FL IN 445.15
FL OUT 445.01
SW INLET
RIM 448.32
FL IN 443.07
FL OUT 442.88
24" RCP
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
GRATE INLET
RIM 446.84
FL 443.61
FL 440.66
36" RCP
SW INLET
RIM 447.37
FL 440.97
REDWOOD DRIVE
EX. CEMETERY LOOP ROAD
EX
. C
EM
ET
ER
Y
EN
TR
AN
CE
R
OA
D
EX. PUBLIC
INFO CENTER
/ ADMIN BLD.
EX. CORTEGE
ASSEM. AREA
EX.
IRRIGATION
POND
EX. VA
MAINTENANCE
COMPLEX
EX. VA
MAINTENANCE
YARD
EX.
COMMITTAL
SHELTER #1
EX.
COMMITTAL
SHELTER #2
EX. PUBLIC
ASSEMBLY
AREA
EX. BURIAL
SECTION #8
EX. BURIAL
SECTION #9
EX. BURIAL
SECTION #1
EX. BURIAL
SECTION #2
EX. SERVICE
DRIVE
EX. SERVICE
DRIVE
EX. SERVICE
DRIVE
EX. BURIAL
SECTION #6
EX. BURIAL
SECTION #7
EX.
HOUSE
T E
-4.3:1
-3.9:1
-4.4:1
TOP
49 93
INV
HP
49 73
INV
GS
GS 53 43
GS
GS 53 58
GS
GS
3"
3"
3"
3"
3"
3"
3"
4"
4"
4"
3"
3"
4"
4"
4"
6"
6"
3"
3"
3"
3"
3"
3"
3"
3"
3" 3" 3"
3"
3"
3"
3"
3"
3"
4"
3" 3"
12"
8"
8"
8"
8"
8"
8"
8"
8"
4"
4"
3"
3"
3" 3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
8"
8"
6"
6"6" 3"
4"
4"
3"
4"
1"
8"8"
4"
4"
4"
4"
3" 3"
3"
3"
8"
3"
6"
4"
8"
4"
3"
3"
3"
3"
3"
4" 4"
3"
4"
4"
4"
8"
1"
4"
4"
8"
8"
8"
8"
8"
6"
3"
3"
3"
3"
3"
3"
8"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
8"
3"
6"
8"
3"
3" 3"
6"
6"
8"
3"
6"
6"
EXISTING PUMP
STATION LOCATION
A D
D
D
D
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 Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
ALABAMA NATIONAL CEMETERY
GRAVESITE EXPANSION PHASE 3
Fil e P ath : O
:\IF
S\
AL
AB
AM
A-
PH
3\P
-A
LA
BA
MA
3.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
JDL 163CCT
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
BID DOCUMENTS
Ce rt i f ie d Irr igat ion Designer
46102
JO
HN D. LEONARD
I RR
I G A T I O N A S SOC I AT I O
N
2024-10-23
0' 30'15' 60' 90'
1" = 30'
IRRIGATION PLAN 5
M
AT
C H
LI
N
E
SE
E
SH
EE
T
LI
KEY MAP NTS
LI101
LI102
LI103
LI104
LI105
0' 100'50' 200' 300'
1" = 100'
1 REPLACE CONTROLLER
LOCATIONS N.T.S.
3'
(TYP.)
22'
24'
77.91'
'R
30'R
400'R
0'R
ROAD D
ROAD B
10+
11+
12+
+0
+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
15+00
PC
: 1
4+
.22
M12(1)
2(2)
BM12
.37
(T
YP
57'
(TYP.)
M16(1)
BM16
M16(2)
84.37'
(TYP.)
57'
(TYP.)
463 461
464470
465 464
465466
490500
15"
RC
P C
L II
I
15" RCP CL III
471472
3.0
2.4
-4.
0:1
-4.0:1 -4.0:1
-3.
0:1
72 81
TOP
72 81
TOP
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
" R
CP
CL
III
15" RCP CL III
35' STREAM SETBACK
STREAM 1
STREAM 3
STREAM 4
STREAM 3
STREAM 1
STREAM 2
STR
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