S02 VA813-028 IGNC Phase 5 Drawing_Sheets 63-96.pdf
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SECTION 56
1,916 PRE-PLACED
CRYPTS
(WITHIN 3'X8' PLOTS)
SECTION 60
2,008 IN-GROUND
CREMAINS SITES
(WITHIN 3'X3' PLOTS)
SECTION 61
2,012 IN-GROUND
CREMAINS SITES
(WITHIN 3'X3' PLOTS)
SECTION 59
598 TRADITIONAL PLOTS
208 OVERSIZED
PRE-PLACED CRYPTS
(ALL WITHIN 4'X10' PLOTS)
SECTION 57
2,584 PRE-PLACED
CRYPTS
(WITHIN 3'X8' PLOTS)
NEW ROAD 'A'
NE
W
S
ER
VI
CE
E
NT
RA
NC
E
24' 12'
8'
12'
8'
0'R
10'R25'R
10'R
10'R
33'R 10'R
0'R
0'R
2'R
8'R
'R
30'R
325'R
20'R
20'R
301'R
56'
90°'
63'
90°'
52' 51'
90°'
57'
90°
X X
X X
X X X
X X
X X
X X
X X
X
XX
X X
X X
X
NEW LOOP ROAD
'R
30'R
50' R
50'R30'R
30'R
548'R
577'R
20'
20'
M57A
M57B
BM57
FWS-3
FWS-2
M56B
M56A
BM56
M59A
M59B
M60B
M60A M61B
M61A
BM59
BM60
BM61
FWS-4
FWS-5
FWS-1
FLAG POLE
SLEEVE (TYP.)
FLAG POLE
SLEEVE (TYP.)
FLAG POLE
SLEEVE (TYP.)
ASPHALT GRAVEL
PAVEMENT TRANSITION
FWS-6
FWS-7
8'
8'22'
TYP.
25.4'
25.4'
14.11'
UD
UD
UD
UD
UD
UD
UD
UD
UD
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
POST
POST
POST
STORM INLET
GRATE=482.59
INV. OUT (NE)=478.97
STORM INLET
GRATE=482.53
INV. IN (SW)=478.70
INV. OUT (NE)=478.68
INV. OUT (NW)=478.50
GRATE=475.14
INV. OUT(NE)=469.64
18"
SLC
PP
18"
SLC
PP
15" RCP
" R
CP
SL
CP
P
24" SLCPP
INV.=471.21
" S
LC
PP
24" SLCPP
" S
LC
PP
UNDERGROUND STORM
STRUCTURE SHOWN IN
"INDIANTOWN GAP NC
COLUMBARIUM DESIGN /
BUILD" SHEET 38 CG101
CO
CO
CO
CO
DRAINAGE MANHOLE
RIM=479.61
INV. IN (N)=473.51
INV. IN (S)=471.64
INV. OUT (E)=471.62
DRAINAGE MANHOLE
RIM=477.14
INV. IN (W)=471.62
INV. OUT (N)=471.59
WEIR ELEV. (S)=473.84
DRAINAGE MANHOLE
RIM=477.56
INV. IN (N)=471.92
INV. IN (W)=472.24
INV. OUT (E)=471.88
STORM INLET
GRATE=481.43
INV. IN (NW)=476.57
INV. OUT (S)=N/A SNOUT
OLD CUMBERLAND
STREET
BENCHMARK #1:
MAG NAIL #150
ELEV.=480.43
N:398218.4120 E:2299270.9570
BENCHMARK #2:
MAG NAIL #151
ELEV.=487.47
N:398501.5700 E:2299382.4650
31A
25A
1A
C4
15" RCP
" R
CP
18" RCP
18" RCP
18" RCP
15" RCP
15" RCP
15" RCP
15" RCP
" R
CP
24" RCP
SWM FACILITY #3
TOP OF EMBANKMENT = 481.50
BOTTOM OF FACILITY = 476.50
SW
M FA
CILI
TY
#1 A
TO
P O
F E
MBA
NKM
EN
T =
0.7
BO
TT
OM OF F
AC
ILI
TY
5.7
15" RCP
15" RCP 7A81
' (T
YP
' (T
YP
' (T
YP
' (T
YP
15" RCP
15" RCP
15" RCP
" R
CP
' (T
YP
' (T
YP
INV. =
472.07'
INV. = 482.76'
INV. = 475.05'
INV. = 471.88'
INV. = 471.30'
482 479
482483
466467468469
471472473474
470 466
46947
461462463464 466467468469
471472473474
5 47
480 481
481482
481482
477478
457458459
462463464466
4:1
4:1
4:1
4:1
4:1
2:1 2:1
2:1
4:1
-2.
9%
-2 .9%
-3.
0%
-2.4%
-5.4%
3:1
60 75
TOP
81 50
TOP
81 50
TOP81 50
TOP
81 50
TOP
480 478479481482483484
475 473474476477478
470471472
2:1
78 93
LP-TOP
78 93
LP-TOP
80 35
TC
80 44
HP-TC
68 66
GS 68 07
GS
71 99
GS72 23
GS
85 66
GS85 91
GS
85 96
GS
85 90
GS
84 59
GS
84 35
GS
86 85
GS
86 81
GS
88 81
GS
89 24
GS
88 30
GS
88 73
GS
79 14
GS 78 94
GS
83 39
TC
83 39
TC
83 45
TC
85 35
TC
83 04
TC
83 04
TC
79 77
TC
79 77
TC
79 76
TC
79 76
TC
79 64
TC
77 76
TC
75 67
GS
75 34
TC
75 37
TC
74 34
TOP
74 00
TOP
70 13
TC
70 13
TC
74 34
TOP
77 67
TC
77 67
TC78 20
TOP
78 64
TOP
73 64
TOP
81 04
TOP
81 04
TOP
78 79
LP-TOP
80 35
TC
79 28
TC
77 98
GS
78 52
TC
83 04
TOP
80 97
LP-TOP
83 16
LP-TOP
84 87
LP-TOP
84 32
GS
84 32
GS
81 68
GS
81 68
GS
82 94
GS
83 42
GS
80 76
GS
86 03
HP
86 27
HP
81 00
GS
85 6±
ME-TC
83 3±
ME-TC
83 30
LP-TOP
82 16
LP-TOP
83 40
GS
83 89
GS
83 79
HP
82 26
GS
84 84
GS
85 86
GS
86 56
GS
86 80
GS
86 93
GS86 66
GS85 95
GS84 94
GS
89 02
GS
89 28
GS
89 51
GS
88 67
GS
88 73
GS
88 35
GS
82 75
GS
82 51
GS
79 04
GS
79 24
GS
79 14
GS
54 75
GS
476477478
455 75
476 50
481 50480 50
456 50
457 00
15" RCP
455 75
485485
479481
460465
459461
464466467468469
46246
456 457
462 463
4464 466
453454
645745845
946146
467468469471472473474476
460460
452453
456457458459
461 461 461
46446
247347
U.S. Department of Veterans Affairs
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JPG BJS# Revisions Date
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
Architect/Engineer of Record
AE Works, LTD.
418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com
Stamp
AL
TE
RN
AT
E
INTEGRITY FEDERAL SERVICES
MARTINSBURG, WV
(304) 725-8456
HONOR ENGINEER COMPANY
HARRISBURG, PA
(717) 533-9077
MABBETT & ASSOCIATES, INC.
STONEHAM, MA
(781) 275-6050
PENNONI ASSOCIATES INC.
MECHANICSBURG, PA
(717) 620-5925
COMMANDER'S CONCEPTS COMMISSIONING
FOREST, VA
(713) 492-1922
AQUA ENGINEERING, INC
FORT COLLINS, CO
(970) 372-6104
BARBER & HOFFMAN, INC.
CRANBERRY TOWNSHIP, PA
(724) 741-0848
THE LA GROUP
SARATOGA SPRINGS, NY
(518) 587-8100
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
GRADING AND DRAINAGE PLAN
AREA 2
GRAPHICAL SCALE: 1"=30'
30 15 0 30 60 90
NORTH
CG102
SITE KEY MAP
NOT TO SCALE
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
EM
EM
EM
TR
TR
EM
EM
EX.GRAVEL
DRIVE
W
COMMITTAL
SHELTER 1
FFE=505.27
EX. HONOR
GUARD BLDG.
AREA 1
AREA 2
AREA 3
AREA 4
AREA 5
AREA 6
AREA 7
RE TRAILER
AREA 2
GRAPHIC LEGEND:
LIMITS OF WORK
PRE-PLACED CRYPTS
PERIMETER CRYPT
INTERIOR CRYPT
NEW STORM SEWER
CRYPT UNDER DRAIN
PROPOSED GROUND
ELEVATION*
TOP OF STRUCTURE
ELEVATION
PROPOSED TOP
OF CURB ELEVATION
NEW STORM STRUCTURE
DRAINAGE FLOW ARROW
*WHEN SHOWN LABELING CURB AND GUTTER, THIS
ELEVATION DENOTES THE FLOW LINE ELEVATION.
PROPOSED SLOPE
N/ A
DWG 63 of 302
AE WORKS®
24'
'R
575'R
FM
FM
C4
C3
3A(1)
3A(2)
C6
C5
24" RCP
24" RCP
15" RCP
15" RCP
24" RCP
SWM FACILITY #1A
TOP OF EMBANKMENT = 458.75
BOTTOM OF FACILITY = 452.75
SWM FACILITY #1B
TOP OF EMBANKMENT = 443.75
BOTTOM OF FACILITY = 439.75
84"
ALUMINIZED
CMP
430 435 440
428 429 431 432 433 434 436 437 438 439 441 442
430427 428 429 431
446447448449
451452453454456457458459
457 458 459
457458
2.5:1
2.5:1
2:1
4:1
2:1
2:1
2:1
2:1
2:1
2:1
4:1
4:1
1 44
58 75
TOP
58 75
TOP
58 75
TOP
60 75
TOP
60 75
TOP
43 75
TOP
43 75
TOP
43 75
TOP
43 75
TOP
41 25
LP-TOP
41 25
LP-TOP
57 65
TOP
57 64
TOP
45 18
TOP
54 75
GS
EX. DRAINAGE WAY
452 75
458 75
460 75 439 75
443 75
457 75
442 75
24" RCP
18" RCP
459 75
455 75
450455460
421422
454456457458459461
4406407408409411412413
1 461
41341
43743843944
U.S. Department of Veterans Affairs
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JPG BJS# Revisions Date
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
Architect/Engineer of Record
AE Works, LTD.
418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com
Stamp
AL
TE
RN
AT
E
INTEGRITY FEDERAL SERVICES
MARTINSBURG, WV
(304) 725-8456
HONOR ENGINEER COMPANY
HARRISBURG, PA
(717) 533-9077
MABBETT & ASSOCIATES, INC.
STONEHAM, MA
(781) 275-6050
PENNONI ASSOCIATES INC.
MECHANICSBURG, PA
(717) 620-5925
COMMANDER'S CONCEPTS COMMISSIONING
FOREST, VA
(713) 492-1922
AQUA ENGINEERING, INC
FORT COLLINS, CO
(970) 372-6104
BARBER & HOFFMAN, INC.
CRANBERRY TOWNSHIP, PA
(724) 741-0848
THE LA GROUP
SARATOGA SPRINGS, NY
(518) 587-8100
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
GRADING AND DRAINAGE PLAN
AREA 3
CG103
N/ A
GRAPHICAL SCALE: 1"=30'
30 15 0 30 60 90
NORTH
SITE KEY MAP
NOT TO SCALE
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
EM
EM
EM
TR
TR
EM
EM
EX.
GRAVELDRIVE
W
COMMITTAL
SHELTER 1
FFE=505.27
EX. HONOR
GUARD BLDG.
AREA 1
AREA 2
AREA 3
AREA 4
AREA 5
AREA 6
AREA 7
RE TRAILER
AREA 3
GRAPHIC LEGEND:
LIMITS OF WORK
PRE-PLACED CRYPTS
PERIMETER CRYPT
INTERIOR CRYPT
NEW STORM SEWER
CRYPT UNDER DRAIN
PROPOSED GROUND
ELEVATION*
TOP OF STRUCTURE
ELEVATION
PROPOSED TOP
OF CURB ELEVATION
NEW STORM STRUCTURE
DRAINAGE FLOW ARROW
*WHEN SHOWN LABELING CURB AND GUTTER, THIS
ELEVATION DENOTES THE FLOW LINE ELEVATION.
PROPOSED SLOPE
DWG 64 of 302
16'
16'
30' R
30'R 692'R
1008'R
24'R
708'R
992'R
30' R
30'R
'R
30'R
5'R
30'R
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
GR
AV
EL
46A
3A(1)
3A(2)
C6
C5
15" RCP
15" RCP
" R
CP
" R
CP
15" RCP
15" RCP
SWM FACILITY #1B
TOP OF EMBANKMENT = 443.75
BOTTOM OF FACILITY = 439.75
84"
ALUMINIZED
CMP
430 435 440
428 429 431 432 433 434 436 437 438 439 441
458459
0439 441 442 443
5 463
46446
456 457 458 459
45145245345445645745845 9 445
433434
4:1
2:1
2:1
2:1
2:1
4:1
2:1
3 44
43 75
TOP
43 75
TOP
43 75
43 75
TOP
41 25
LP-TOP
41 25
LP-TOP
65 85
TC
65 85
TC
75 13
HP
69 75
LP
69 75
LP
48 10
TC
48 10
TC
55 72
TOP
55 72
TOP
TC
51 61
TC
60 87
GS
61 62
GS
65 66
GS
65 66
GS
66 75
GS
66 75
GS
74 81
GS
74 81
GS
71 00
GS
GS
75 88
GS
77 20
GS 76 88
GS
64 76
TC 64 85
TC
61 45
TC 61 45
TC
45 18
TOP
45 18
TOP
62 76
TOP
62 76
TOP
66 17
HP-TC
66 17
HP-TC
75 13
HP
43 75
TOP
43 75
TOP
43 75
TOP
43 75
TOP
EX. DRAINAGE WAY
460 75 439 75
443 75
442 75
18" RCP
459 75
438 75
443 75
442 75
438 75
15" RCP
470470
473473
479479
438439 44144244344
BRUSH
BRUSH
U.S. Department of Veterans Affairs
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JPG BJS# Revisions Date
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
Architect/Engineer of Record
AE Works, LTD.
418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com
Stamp
AL
TE
RN
AT
E
INTEGRITY FEDERAL SERVICES
MARTINSBURG, WV
(304) 725-8456
HONOR ENGINEER COMPANY
HARRISBURG, PA
(717) 533-9077
MABBETT & ASSOCIATES, INC.
STONEHAM, MA
(781) 275-6050
PENNONI ASSOCIATES INC.
MECHANICSBURG, PA
(717) 620-5925
COMMANDER'S CONCEPTS COMMISSIONING
FOREST, VA
(713) 492-1922
AQUA ENGINEERING, INC
FORT COLLINS, CO
(970) 372-6104
BARBER & HOFFMAN, INC.
CRANBERRY TOWNSHIP, PA
(724) 741-0848
THE LA GROUP
SARATOGA SPRINGS, NY
(518) 587-8100
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
GRADING AND DRAINAGE PLAN
AREA 4
CG104
N/ A
SITE KEY MAP
NOT TO SCALE
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
EM
EM
EM
TR
TR
EM
EM
EX.
GRAVELDRIVE
W
COMMITTAL
SHELTER 1
FFE=505.27
EX. HONOR
GUARD BLDG.
AREA 1
AREA 2
AREA 3
AREA 4
AREA 5
AREA 6
AREA 7
RE TRAILER
AREA 4
GRAPHICAL SCALE: 1"=30'
30 15 0 30 60 90
NORTH
GRAPHIC LEGEND:
LIMITS OF WORK
PRE-PLACED CRYPTS
PERIMETER CRYPT
INTERIOR CRYPT
NEW STORM SEWER
CRYPT UNDER DRAIN
PROPOSED GROUND
ELEVATION*
TOP OF STRUCTURE
ELEVATION
PROPOSED TOP
OF CURB ELEVATION
NEW STORM STRUCTURE
DRAINAGE FLOW ARROW
*WHEN SHOWN LABELING CURB AND GUTTER, THIS
ELEVATION DENOTES THE FLOW LINE ELEVATION.
PROPOSED SLOPE
DWG 65 of 302
HONOR
GUARD
24'24
15'
24'
25'
7'
9'
9'
17'
26'
6.5'
6'
15.5' 30'R
318.9'R
'R
53' R
30' R
4'R
4'R
27'R
30'R
890'R
'R
192.5'R
19'R
207.5'R
101'R
19'R
30'R
'R
'R
30'R914'R
50'
5'
13.6'
10.5'
5'
6'
.9'
5'
CURB TAPER
(4/DT502)
CURB TAPER
(4/DT502)
FLAG POLE
SLEEVE (TYP.)
ASPHALT GRAVEL
PAVEMENT TRANSITION
FP
FP
FP
FP
FP
FP
FP
FP FP FP
FP
FP
GATE
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FPFPFPFP
FPFP
FP
FP
FP
FP
FP
FP
FP
FP FP FP FP FP FP
POST
POST
POST
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
STORM INLET
GRATE=502.78
INV. OUT (N)=495.68
"S
LC
PP
STORM INLET
GRATE=503.12
INV. IN (W)=492.24
INV. IN (SE)=493.26
INV. OUT (N)=492.22
STORM INLET GRATE=501.56
INV. IN (S)=497.95
INV. OUT (NE)=497.83
STORM INLET
GRATE=503.52
INV. IN (S)=499.94
INV. OUT (NE)=499.87
STORM INLET
GRATE=505.35
INV. IN (S)=501.74
INV. OUT (NE)=501.66
STORM INLET
GRATE=506.30
INV. IN (S)=502.72
INV. OUT (NW)=502.73
STORM INLET
GRATE=512.52
INV. IN (S)=508.56
INV. OUT (E)=508.43
STORM INLET
GRATE=517.49
INV. OUT (N)=513.68
STORM INLET
GRATE=517.65
INV. IN (SW)=511.08
INV. OUT (E)=511.08
STORM INLET
GRATE=512.53
INV. OUT (N)=509.15 STORM INLET
GRATE=514.20
INV. OUT
(NW)=510.37
STORM INLET
GRATE=516.93
INV. IN (W)=511.10 INV. OUT (E)=511.10
INV. (S)=INACCESSABLE (RECESSED)
STORM INLET
GRATE=516.78
INV. OUT (N)=513.38
STORM INLET
GRATE=517.24
INV. (N)=514.34
INV. (W)=510.98
YARD INLET
GRATE=517.29
INV. IN (W)=515.40
INV. OUT (N)=515.32
15" SLCPP
15" SLCPP
12" SLCPP
" S
LC
PP
12" SLCPP
12" SLCPP
" S
LC
PP
48" CMP
48" CMP
48" CMP
CL
CL
ROLLED CONCRETE CURB
ROLLED CONCRETE CURB
STORM INLET
GRATE=499.77
INV. IN (SW)=495.91
INV. OUT (N)=495.74
" S
LC
PP
STORM INLET
GRATE=505.42
INV. IN (W)=500.49
INV. IN (S)=493.55
INV. OUT (E)=493.45
EX. 6" PVC
12" SLCPP
" S
LC
PP
" C
MP
YARD INLET
GRATE=516.79
INV. OUT (E)=515.83
6" PVC
12" CMP
SLC
PP
12"SLCPP
12" SLCPP
TERMINUS
UNKNOWN
DRAINAGE MANHOLE
RIM=513.15
INV. IN (SE)=508.95
INV. IN (W)=507.57
INV. OUT (N)=507.47
DRAINAGE MANHOLE
RIM=517.74
INV. (SW)=514.34
INV. (NW)=514.26
INV. (SE)=514.39
EX. METROPOLITAN-EDISON RIGHT-OF-WAY
DEED BOOK R-2, PAGE 244 (AQUIRED BY PPL)
DEED BOOK 14, PAGE 684 (ASSIGNED TO MET-ED)
(NO WIDTH PROVIDED IN ACQUIRING DOCUMENT)
(60' WIDTH PROVIDED BY MET-ED REPRESENTATIVES)
W W
W W
W W
W W
W W
W W
SANITARY MANHOLE
TOP ELEV. = 508.46
8" INLET
INV. ELEV. = 503.31
8" OUTLET
INV. ELEV. = 503.31
SANITARY MANHOLE
TOP ELEV. = 518.87
4" FORCED MAIN
TOP PIPE ELEV. = 514.43
8" OUTLET
INV. ELEV. = 513.62
W
W
FM
FM
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
SANITARY MANHOLE
TOP ELEV. = 500.02
8" INLET
INV. ELEV. = 492.87
8" OUTLET
INV. ELEV. = 492.72
W
SANITARY MANHOLE
RIM=507.58
INV. IN(E)=502.97
INV. OUT(W)=501.13
EX. 6" PVC
COMMITTAL
SHELTER 1
FFE=505.27
EX. 8" PVC SAN.
EX. UNDERGROUND
ELECTRICAL LINE
(TYP.)
EX. 8" PVC SAN. SEW.
EX. ROLLED
CONCRETE
CURB (TYP.)
EX. ROLLED
CONCRETE
CURB (TYP.)
EX. GRAVEL
DRIVE (TYP.)
BENCHMARK #3:
MAG NAIL #153
ELEV.=505.04
N:399492.0690 E:2297813.7830
BENCHMARK #4:
MAG NAIL #152
ELEV.=518.67
N:399287.5830 E:2297474.8980
CO
EX1
15" RCP
" R
CP
15" RCP
15"
RCP
INV. 504.14
INV. 503.13
INV. 504.23
15"
RCP
" R
CP
" R
CP
108INV. 505.28
W
W
W
W
WWWWWW
508.1 508.0
12 27
LP-TOP
11 72
LP-TOP
2 91
TC
2 91
TC
14 34
TC
14 34
TC
14 48
HP-TC
14 47
HP-TC
15 92
TC
15 39
TC
16 17
TC
17 6±
ME-TC17 7±
ME-TC
13 68
TC
13 80
TC
12 52
TC 12 51
TC
9 84
TC
9 84
TC
2 65
TC
2 65
TC
3 19
TC
3 51
TC
3 68
TC
3 65
TC 3 19
TC
13 44
TC
13 44
TC
10 56
TC
10 04
TC
7 51
TC
7 85
TC
9 46
HP-TC
9 06
TC
8 82
TC
8 75
TC
8 00
TC7 93
TC
7 69
TC
7 29
TC
5 97
TC
6 57
TC
5 37
GS5 71
GS
5 47
GS
FF=508.33
7 91
GS
5 42
GS 5 32
GS
5 61
GS
6 11
GS5 97
GS
5 93
GS
5 69
TC
5 27
TC 5 42
GS
5 01
GS
5 51
GS
5 83
GS
4 92
LP-TOP
2 21
LP-TOP
2 23
LP-TOP
13 32
GS
13 33
GS
9 2±
ME-GS
9 2±
ME-GS
12 33
GS
12 48
GS
8 01
GS 7 86
GS 7 76
GS
7 64
GS
7 70
GS
8 10
GS
8 04
GS8 10
GS
8 16
GS
8 33
GS
8 25
GS 8 18
GS
6 85
GS
6 65
GS
6 71
GS
6 79
GS
8 03
GS
8 08
GS8 76
GS
8 23
GS
8 31
GS
8 33
GS8 33
GS
7 41
GS
8 33
GS
7 41
GS
8 28
GS
8 18
GS
8 32
GS
8 22
GS
8 51
GS
8 42
GS
13 9±
ME-TC
13 9±
ME-TC
4 5±
ME-TC
4 3±
ME-TC
8 23
GS
508 507
501 502
493 492
501500
7 51
6 515
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
9' 18'
24'
15' 12'
18'
5'
60'
10'
60'
5'
1'
1'
1'
1'
24'
8' 8'
7' 8'
25'
45'
FP
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
INDIANTOWN GAP
ROAD
82 9±
ME-GS
84 89
GS
87 6±
ME-GS
85 35
GS
84 13
GS
85 71
GS
86 00
GS
86 65
GS
88 05
GS
87 40
GS
86 75
GS
85 92
GS
85 76
GS
86 23
GS
86 07
GS
86 85
GS
86 95
GS
87 55
GS
87 73
GS
87 13
GS
87 23
GS
86 63
GS
86 25
GS
-1.8%
-1.8%
-1.8%
X X
X X
X X
X X
X X
X X
FP
FP
FP
FP
FP
FP
FP
FP
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE
INDIANTOWN GAP
ROAD
3 484
-1.8% -1.8%
-1.8%
BRUSH
ROAD SIGHT DISTANCE = 228'
ROAD SIGHT DISTANCE = 260'
10+00 11+00
12+00 13+00 14+00 14+89
+0
+7
SD PROFILE PROFILE
3.5
3.5
3.5
LIN
E OF SIGHT
LINE OF SIGHT
EX. GRADE
PR. GRADE
+2
9.3 6=
DR
IV
ER
'S
E
YE
EL
EV
4.5
+8
8.7 5=
OB
JE
CT
EL
EV
3.6
+0
0=
OB
JE
CT
EL
EV
0.0
EX. GRADE
RE TRAILER/YARD ENTRY SIGHT DISTANCE PROFILE
SCALE:
HORIZONTAL: 1" = 50'
VERTICAL: 1" = 5'
STRM PROFILE
+1
1.4 5=
ED
GE
O F
PV
MT
EL
EV
5.4
+0
0=
EX
. C /L
EL
EV
5.2
-4.60% 4.07% 1.00%
+7
6.7 3=
EN
D
OF
E
NT
RY
P
RO
FI
LE
EL
EV
5.7
EX. GRADE
PR. GRADE
RE TRAILER/YARD ENTRY PROFILE
SCALE:
HORIZONTAL: 1" = 50'
VERTICAL: 1" = 5'
X X X X
X X
XXXX
X X
FP
OHE
OHE
OHE
OHE
OHE
OHE
INDIANTOW
N GAP
ROAD
-1.8% -1.8%
-1.8%
10'
ROAD SIGHT DISTANCE = 260'
+0
+0
+0
10+00 10+77
U.S. Department of Veterans Affairs
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JPG BJS# Revisions Date
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
Architect/Engineer of Record
AE Works, LTD.
418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com
Stamp
AL
TE
RN
AT
E
INTEGRITY FEDERAL SERVICES
MARTINSBURG, WV
(304) 725-8456
HONOR ENGINEER COMPANY
HARRISBURG, PA
(717) 533-9077
MABBETT & ASSOCIATES, INC.
STONEHAM, MA
(781) 275-6050
PENNONI ASSOCIATES INC.
MECHANICSBURG, PA
(717) 620-5925
COMMANDER'S CONCEPTS COMMISSIONING
FOREST, VA
(713) 492-1922
AQUA ENGINEERING, INC
FORT COLLINS, CO
(970) 372-6104
BARBER & HOFFMAN, INC.
CRANBERRY TOWNSHIP, PA
(724) 741-0848
THE LA GROUP
SARATOGA SPRINGS, NY
(518) 587-8100
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
GRADING AND DRAINAGE PLAN
AREA 5
GRAPHICAL SCALE: 1"=30'
30 15 0 30 60 90
NORTH
CG105
SITE KEY MAP
NOT TO SCALE
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
EM
EM
EM
TR
TR
EM
EM
EX.
GRAVELDRIVE
W
COMMITTAL
SHELTER 1
FFE=505.27
EX. HONOR
GUARD BLDG.
AREA 1
AREA 2
AREA 3
AREA 4
AREA 5
AREA 6
AREA 7
RE TRAILER
FIRST ENERGY NOTES:
1. NO WORK SHALL BE PERFORMED
NEAR OR UNDER THE TRANSMISSION
LINES WITHOUT EXECUTING AN
AGREEMENT WITH FIRST ENERGY
POWER COMPANY REGARDING SAFE
WORK REQUIREMENTS. PLEASE
CONTACT SHARON SCHMITT AT
973-401-8223/201-274-9640 AND
SSCHMITT@FIRSTENERGYCORP.COM
2. REFER TO SHEET CS105 - SITE
LAYOUT AND UTILITY PLAN AREA 5
FOR ADDITIONAL FIRST ENERGY
NOTES.
AREA 5
GRAPHIC LEGEND:
LIMITS OF WORK
PRE-PLACED CRYPTS
PERIMETER CRYPT
INTERIOR CRYPT
NEW STORM SEWER
CRYPT UNDER DRAIN
PROPOSED GROUND
ELEVATION*
TOP OF STRUCTURE
ELEVATION
PROPOSED TOP
OF CURB ELEVATION
NEW STORM STRUCTURE
DRAINAGE FLOW ARROW
*WHEN SHOWN LABELING CURB AND GUTTER, THIS
ELEVATION DENOTES THE FLOW LINE ELEVATION.
PROPOSED SLOPE
GRAPHICAL SCALE: 1"=30'
30 15 0 30 60 90
RESIDENT ENGINEER TRAILER/YARD
NORTH
GRAPHICAL SCALE: 1"=50'
50 25 0 50 100 150
RESIDENT ENGINEER TRAILER/YARD SIGHT DISTANCE PLAN
GRAPHICAL SCALE: 1"=50'
50 25 0 50 100 150
RE TRAILER/YARD ENTRY PLAN
DWG 66 of 302
FP
453452
FLOW
FLOW
FLOW
FLOW
CONTRACTOR TO
PROVIDE POSITIVE
DRAINAGE
FLOW
FLOW
LIMITS OF GRADING
LIMITS OF GRADING
W
AS
H
BA
Y
GNSS RADIO REPEATER POLE, ANTENNA AND
POLE MOUNTED CABINET (REFER TO ELECTRICAL
PLANS) REFER TO SPEC. SEC. 11 83 00 FOR
GNSS REFERENCE SYSTEM REQUIREMENTS.
POST
GATE
GATE
GATE
XXXXXX
X X
X
X
X
12" CMP
12" CMP
15" CMP
21" RCP
" C
MP
12" CMP
4" PVC 10" TCP
" T
CP
X
XX
CONC. PADS WITH
A/C UNITS
CONC. PAD WITH
A/C UNIT
CONC.
CONC.
CONC.
MACADAM
SURFACE
METAL
GARAGE
METAL
GARAGE
METAL
GARAGE
CONC.
W W W W W W W W W W W
W
BENCHMARK #7:
MAG NAIL #2
ELEV.=491.83
N:397561.1900 E:2297013.7300
BENCHMARK #8:
REBAR #102
ELEV.=480.13
N:397392.1220
SS
SS
SSSSSSSSSSSSSS
CO
INV. IN 485.22'
INV. OUT 485.12'
INV. IN 489.25'
24" RCP
24"
RCP
INSTALL 45° BEND
(CONN. TO EX.) INSTALL 45° BEND
(CONN. TO EX.)
45° BEND
INSTALL 12" CMP (MAINTAIN
CONSTANT SLOPE BETWEEN
CONNECTIONS TO EXISTING
STORM PIPE
6" PVC ROOF DRAINS
(MIN. 1' COVER &
MIN. 0.5% SLOPE)
6" PVC ROOF DRAINS
(MIN. 1' COVER &
MIN. 0.5% SLOPE)
CONN. RD TO
EX. STM PIPE
CONN. RD TO
EX. STM PIPE
368.80' 8" PVC @ 0.85%
SANITARY MANHOLE #12
RIM=491.16
INV IN(W)=484.16
INV OUT(N)=484.06
SANITARY MANHOLE #13
RIM=492.51
INV IN (S)=487.76
INV IN(W)=489.31
INV OUT(E)=487.29
493 91 79
TOP
92 37
GS92 02
GS
93 50
GS
93 44
GS
93 44
GS
93 50
GS
93 50
GS
U.S. Department of Veterans Affairs
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JPG BJS# Revisions Date
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
Architect/Engineer of Record
AE Works, LTD.
418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com
Stamp
AL
TE
RN
AT
E
INTEGRITY FEDERAL SERVICES
MARTINSBURG, WV
(304) 725-8456
HONOR ENGINEER COMPANY
HARRISBURG, PA
(717) 533-9077
MABBETT & ASSOCIATES, INC.
STONEHAM, MA
(781) 275-6050
PENNONI ASSOCIATES INC.
MECHANICSBURG, PA
(717) 620-5925
COMMANDER'S CONCEPTS COMMISSIONING
FOREST, VA
(713) 492-1922
AQUA ENGINEERING, INC
FORT COLLINS, CO
(970) 372-6104
BARBER & HOFFMAN, INC.
CRANBERRY TOWNSHIP, PA
(724) 741-0848
THE LA GROUP
SARATOGA SPRINGS, NY
(518) 587-8100
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
GRADING AND DRAINAGE PLAN
AREA 6 AND 7
GRAPHICAL SCALE: 1"=30'
30 15 0 30 60 90
NORTH
CG106
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
NORTH
AREA 6 GRADING PLAN
AREA 7 GRADING PLAN
(ADD ALTERNATE #1)
SITE KEY MAP
NOT TO SCALE
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
EM
EM
EM
TR
TR
EM
EM
EX.GRAVEL
DRIVE
W
COMMITTAL
SHELTER 1
FFE=505.27
EX. HONOR
GUARD BLDG.
AREA 1
AREA 2
AREA 3
AREA 4
AREA 5
AREA 6
AREA 7
RE TRAILER
GRAPHIC LEGEND:
LIMITS OF WORK
PRE-PLACED CRYPTS
PERIMETER CRYPT
INTERIOR CRYPT
NEW STORM SEWER
CRYPT UNDER DRAIN
PROPOSED GROUND
ELEVATION*
TOP OF STRUCTURE
ELEVATION
PROPOSED TOP
OF CURB ELEVATION
NEW STORM STRUCTURE
DRAINAGE FLOW ARROW
*WHEN SHOWN LABELING CURB AND GUTTER, THIS
ELEVATION DENOTES THE FLOW LINE ELEVATION.
PROPOSED SLOPE
DWG 67 of 302
CO
15" RCP
15" RCP
SECTION 56
1,916 PRE-PLACED
CRYPTS
(WITHIN 3'X8' PLOTS)
45° BEND
CONN. TO SOLID
4" HDPE PIPE
290.00' - 4" PERFORATED HDPE @0.50%
158.54' - 6" SOLID HDPE @1.48%
12.04' - 4" SOLID
HDPE @1.16%
130.00' - 4" PERFORATED HDPE @0.50%
290.00' - 4" PERFORATED HDPE @0.50%
282.00' - 4" PERFORATED HDPE @0.50%
226.00' - 4" PERFORATED HDPE @0.50%
45° BEND
CONN. TO SOLID
4" HDPE PIPE
45° BEND
CONN. TO SOLID
4" HDPE PIPE
45° BEND
CONN. TO SOLID
4" HDPE PIPE
45° BEND
CONN. TO SOLID
4" HDPE PIPE
45° BEND
106.00' - 6" SOLID HDPE @
2.00%
12.70' - 4" SOLID
HDPE @5.67%
12.70' - 4" SOLID
HDPE @8.50%
24.01' - 4" SOLID
HDPE @6.83%
35.33' - 4" SOLID
HDPE @6.23%
' (T
YP
' (T
YP
' (T
YP
2'
(TYP.)
2'
(TYP.)
2'
(TYP.)
INV. 473.00
45° BEND
U.S. Department of Veterans Affairs
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JPG BJS# Revisions Date
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
Architect/Engineer of Record
AE Works, LTD.
418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com
Stamp
AL
TE
RN
AT
E
INTEGRITY FEDERAL SERVICES
MARTINSBURG, WV
(304) 725-8456
HONOR ENGINEER COMPANY
HARRISBURG, PA
(717) 533-9077
MABBETT & ASSOCIATES, INC.
STONEHAM, MA
(781) 275-6050
PENNONI ASSOCIATES INC.
MECHANICSBURG, PA
(717) 620-5925
COMMANDER'S CONCEPTS COMMISSIONING
FOREST, VA
(713) 492-1922
AQUA ENGINEERING, INC
FORT COLLINS, CO
(970) 372-6104
BARBER & HOFFMAN, INC.
CRANBERRY TOWNSHIP, PA
(724) 741-0848
THE LA GROUP
SARATOGA SPRINGS, NY
(518) 587-8100
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
NORTH
BURIAL SECTION GRADING
ENLARGEMENT SECTION 56
CG110
GRAVESITE GRID
MONUMENT
PRE-PLACED CRYPTS
SECTION MARKER
PERIMETER
CRYPT (TYP.)
INTERIOR
CRYPT (TYP.)
LEGEND:
LIMITS OF WORK
ELEVATION LABEL
FINISHED GRADE
ELEVATIONFG
TOP OF CRYPT LID
ELEVATIONTL
EXISTING CONTOUR
(5' INTERVAL)
EXISTING CONTOUR
(1' INTERVAL)
PROPOSED CONTOUR
(5' INTERVAL)
PROPOSED CONTOUR
(1' INTERVAL)
GRADING NOTES:
1. CONTRACTOR TO PROVIDE AMENDED
SOILS ABOVE CRYPTS.
2. CONTRACTOR SHALL PROVIDE, AS A
SUBMITTAL, A PROPOSED PLAN FOR
CONSTRUCTING AND PERFORMING THE
GRADING IN CRYPT FIELDS TO THE
CEMETERY DIRECTOR FOR REVIEW AND
APPROVAL. PLAN TO ADDRESS ANY
POTENTIAL RAIN IMPACTS DURING
EXCAVATION OF THE CRYPT FIELDS.
3. NO BACKFILL SHALL BE PLACED ON THE
CRYPTS PRIOR TO BEING INSPECTED AND
ACCEPTED BY THE RE THAT THE LID AND
CRYPT NUMBERS MATCH.
LIMITS OF GRADING
UNDERDRAIN INVERTINV
CLEANOUT INVERT OUT
AND FINISHED GRADE
ELEVATION LABEL
MA
TC
HL
IN
E
TH
IS
S
HE
ET
MATCHLINE
THIS SHEET
MATCHLINE
THIS SHEET
INSET 'A'
N/ A
DWG 68 of 302
15" RCP
15" RCP
15" RCP
15" RCP
SECTION 57
2,584 PRE-PLACED
CRYPTS
(WITHIN 3'X8' PLOTS)
266.00' - 4" PERFORATED HDPE @0.50%
302.00' - 4" PERFORATED HDPE @0.50%
296.00' - 4" PERFORATED HDPE @0.50%
284.00' - 4" PERFORATED HDPE @0.50%
272.00' - 4" PERFORATED HDPE @0.50%
87.70' - 6" SOLID HDPE @2.00%
45° BEND
45° BEND
CONN. TO SOLID
4" HDPE PIPE
19.77' - 4" SOLID
HDPE @7.33%
176.00' - 4" PERFORATED HDPE @0.50%
88.
78'
- 6 " S
OLID
HDPE @
1.7 9%
69.53' - 6" SOLID HDPE @1.85%
34.06' - 6" SOLID
HDPE @1.00%
INV. 471.31
13.16' - 6" SOLID
HDPE @1.00%
45° BEND
45° BEND
22.5° BEND
22.5° BEND
45° BEND
CONN. TO SOLID
4" HDPE PIPE
45° BEND CONN. TO
SOLID 4" HDPE PIPE
45° BEND
CONN. TO SOLID
4" HDPE PIPE
45° BEND
CONN. TO SOLID
4" HDPE PIPE
45° BEND
CONN. TO SOLID
4" HDPE PIPE
2.80' - 4" SOLID
HDPE @28.21%
15.53' - 4" SOLID
HDPE @4.64%
7.04' - 4" SOLID
HDPE @1.99%
6.72' - 4" SOLID
HDPE @2.08%
5.34' - 4" SOLID
HDPE @7.49%
2'
(TYP.)
2'
(TYP.)
2'
(TYP.)
' (T
YP
' (T
YP
' (T
YP
U.S. Department of Veterans Affairs
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JPG BJS# Revisions Date
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
Architect/Engineer of Record
AE Works, LTD.
418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com
Stamp
AL
TE
RN
AT
E
INTEGRITY FEDERAL SERVICES
MARTINSBURG, WV
(304) 725-8456
HONOR ENGINEER COMPANY
HARRISBURG, PA
(717) 533-9077
MABBETT & ASSOCIATES, INC.
STONEHAM, MA
(781) 275-6050
PENNONI ASSOCIATES INC.
MECHANICSBURG, PA
(717) 620-5925
COMMANDER'S CONCEPTS COMMISSIONING
FOREST, VA
(713) 492-1922
AQUA ENGINEERING, INC
FORT COLLINS, CO
(970) 372-6104
BARBER & HOFFMAN, INC.
CRANBERRY TOWNSHIP, PA
(724) 741-0848
THE LA GROUP
SARATOGA SPRINGS, NY
(518) 587-8100
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
NORTH
BURIAL SECTION GRADING
ENLARGEMENT SECTION 57
CG111
GRAVESITE GRID
MONUMENT
PRE-PLACED CRYPTS
SECTION MARKER
PERIMETER
CRYPT (TYP.)
INTERIOR
CRYPT (TYP.)
LEGEND:
LIMITS OF WORK
ELEVATION LABEL
FINISHED GRADE
ELEVATIONFG
TOP OF CRYPT LID
ELEVATIONTL
EXISTING CONTOUR
(5' INTERVAL)
EXISTING CONTOUR
(1' INTERVAL)
PROPOSED CONTOUR
(5' INTERVAL)
PROPOSED CONTOUR
(1' INTERVAL)
GRADING NOTES:
1. CONTRACTOR TO PROVIDE AMENDED
SOILS ABOVE CRYPTS.
2. CONTRACTOR SHALL PROVIDE, AS A
SUBMITTAL, A PROPOSED PLAN FOR
CONSTRUCTING AND PERFORMING THE
GRADING IN CRYPT FIELDS TO THE
CEMETERY DIRECTOR FOR REVIEW AND
APPROVAL. PLAN TO ADDRESS ANY
POTENTIAL RAIN IMPACTS DURING
EXCAVATION OF THE CRYPT FIELDS.
3. NO BACKFILL SHALL BE PLACED ON THE
CRYPTS PRIOR TO BEING INSPECTED AND
ACCEPTED BY THE RE THAT THE LID AND
CRYPT NUMBERS MATCH.
LIMITS OF GRADING
UNDERDRAIN INVERTINV
CLEANOUT INVERT OUT
AND FINISHED GRADE
ELEVATION LABEL
N/ A
DWG 69 of 302
48148
31A
15" RCP
15" RCP
15" RCP
15" RCP
SECTION 58
622 PRE-PLACED CRYPTS
(WITHIN 3'X8' PLOTS)
INV. 471.18
45° BEND
4.0
0'
- 4
" P
ER
FO
RA
TE
D
HD
PE
0.5
0%
34.06' - 6" SOLID
HDPE @1.00%
INV. 471.31
22.5° BEND
45° BEND
2' (T
YP
45° BEND
CONN. TO SOLID
4" HDPE PIPE
7.04' - 4" SOLID
HDPE @2.41%
2.18' - 6" SOLID
HDPE @12.39%
60' (TYP.)
45° BEND
61.63' - 6" SOLID
HDPE @1.64%
8.0
0'
- 4
" P
ER
FO
RA
TE
D
HD
PE
0.5
0%
U.S. Department of Veterans Affairs
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JPG BJS# Revisions Date
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
Architect/Engineer of Record
AE Works, LTD.
418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com
Stamp
AL
TE
RN
AT
E
INTEGRITY FEDERAL SERVICES
MARTINSBURG, WV
(304) 725-8456
HONOR ENGINEER COMPANY
HARRISBURG, PA
(717) 533-9077
MABBETT & ASSOCIATES, INC.
STONEHAM, MA
(781) 275-6050
PENNONI ASSOCIATES INC.
MECHANICSBURG, PA
(717) 620-5925
COMMANDER'S CONCEPTS COMMISSIONING
FOREST, VA
(713) 492-1922
AQUA ENGINEERING, INC
FORT COLLINS, CO
(970) 372-6104
BARBER & HOFFMAN, INC.
CRANBERRY TOWNSHIP, PA
(724) 741-0848
THE LA GROUP
SARATOGA SPRINGS, NY
(518) 587-8100
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
NORTH
BURIAL SECTION GRADING
ENLARGEMENT SECTION 58
CG112
GRAVESITE GRID
MONUMENT
PRE-PLACED CRYPTS
SECTION MARKER
PERIMETER
CRYPT (TYP.)
INTERIOR
CRYPT (TYP.)
LEGEND:
LIMITS OF WORK
ELEVATION LABEL
FINISHED GRADE
ELEVATIONFG
TOP OF CRYPT LID
ELEVATIONTL
EXISTING CONTOUR
(5' INTERVAL)
EXISTING CONTOUR
(1' INTERVAL)
PROPOSED CONTOUR
(5' INTERVAL)
PROPOSED CONTOUR
(1' INTERVAL)
GRADING NOTES:
1. CONTRACTOR TO PROVIDE AMENDED
SOILS ABOVE CRYPTS.
2. CONTRACTOR SHALL PROVIDE, AS A
SUBMITTAL, A PROPOSED PLAN FOR
CONSTRUCTING AND PERFORMING THE
GRADING IN CRYPT FIELDS TO THE
CEMETERY DIRECTOR FOR REVIEW AND
APPROVAL. PLAN TO ADDRESS ANY
POTENTIAL RAIN IMPACTS DURING
EXCAVATION OF THE CRYPT FIELDS.
3. NO BACKFILL SHALL BE PLACED ON THE
CRYPTS PRIOR TO BEING INSPECTED AND
ACCEPTED BY THE RE THAT THE LID AND
CRYPT NUMBERS MATCH.
LIMITS OF GRADING
UNDERDRAIN INVERTINV
CLEANOUT INVERT OUT
AND FINISHED GRADE
ELEVATION LABEL
N/ A
DWG 70 of 302
0 48547
481 482 483 484 486 487
485481
15" RCP
SECTION 59
598 TRADITIONAL PLOTS
208 OVERSIZED
PRE-PLACED CRYPTS
(ALL WITHIN 4'X10' PLOTS)
.00
4"
P
ER
FO
RA
TE
D
HD
PE
0.5
0%
.00
4"
P
ER
FO
RA
TE
D
HD
PE
0.5
0%
.00
4"
P
ER
FO
RA
TE
D
HD
PE
0.5
0%
.00
4"
P
ER
FO
RA
TE
D
HD
PE
0.5
0%
.00
4"
P
ER
FO
RA
TE
D
HD
PE
0.5
0%
45° BEND
CONN. TO SOLID
4" HDPE PIPE
122.00' - 6" SOLID
HDPE @2.95%
45° BEND
60' (TYP.) 60' (TYP.)
2' (T
YP
2' (T
YP
INV. 471.10
45° BEND
CONN. TO SOLID
4" HDPE PIPE
45° BEND
CONN. TO SOLID
4" HDPE PIPE
45° BEND
CONN. TO SOLID
4" HDPE PIPE
45° BEND
CONN. TO SOLID
4" HDPE PIPE
7.04' - 4" SOLID
HDPE @3.69%
7.04' - 4" SOLID
HDPE @3.69%
7.04' - 4" SOLID
HDPE @3.69%
7.04' - 4" SOLID
HDPE @3.69%
7.04' - 4" SOLID
HDPE @2.98%
120.00' - 6" SOLID
HDPE @2.95%
22.34' - 6" SOLID
HDPE @2.95%
U.S. Department of Veterans Affairs
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JPG BJS# Revisions Date
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
Architect/Engineer of Record
AE Works, LTD.
418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com
Stamp
AL
TE
RN
AT
E
INTEGRITY FEDERAL SERVICES
MARTINSBURG, WV
(304) 725-8456
HONOR ENGINEER COMPANY
HARRISBURG, PA
(717) 533-9077
MABBETT & ASSOCIATES, INC.
STONEHAM, MA
(781) 275-6050
PENNONI ASSOCIATES INC.
MECHANICSBURG, PA
(717) 620-5925
COMMANDER'S CONCEPTS COMMISSIONING
FOREST, VA
(713) 492-1922
AQUA ENGINEERING, INC
FORT COLLINS, CO
(970) 372-6104
BARBER & HOFFMAN, INC.
CRANBERRY TOWNSHIP, PA
(724) 741-0848
THE LA GROUP
SARATOGA SPRINGS, NY
(518) 587-8100
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
NORTH
BURIAL SECTION GRADING
ENLARGEMENT SECTION 59
CG113
GRAVESITE GRID
MONUMENT
PRE-PLACED CRYPTS
SECTION MARKER
PERIMETER
CRYPT (TYP.)
INTERIOR
CRYPT (TYP.)
LEGEND:
LIMITS OF WORK
ELEVATION LABEL
FINISHED GRADE
ELEVATIONFG
TOP OF CRYPT LID
ELEVATIONTL
EXISTING CONTOUR
(5' INTERVAL)
EXISTING CONTOUR
(1' INTERVAL)
PROPOSED CONTOUR
(5' INTERVAL)
PROPOSED CONTOUR
(1' INTERVAL)
GRADING NOTES:
1. CONTRACTOR TO PROVIDE AMENDED
SOILS ABOVE CRYPTS.
2. CONTRACTOR SHALL PROVIDE, AS A
SUBMITTAL, A PROPOSED PLAN FOR
CONSTRUCTING AND PERFORMING THE
GRADING IN CRYPT FIELDS TO THE
CEMETERY DIRECTOR FOR REVIEW AND
APPROVAL. PLAN TO ADDRESS ANY
POTENTIAL RAIN IMPACTS DURING
EXCAVATION OF THE CRYPT FIELDS.
3. NO BACKFILL SHALL BE PLACED ON THE
CRYPTS PRIOR TO BEING INSPECTED AND
ACCEPTED BY THE RE THAT THE LID AND
CRYPT NUMBERS MATCH.
LIMITS OF GRADING
UNDERDRAIN INVERTINV
CLEANOUT INVERT OUT
AND FINISHED GRADE
ELEVATION LABEL
N/ A
DWG 71 of 302
473474
478479
476477478
25A
15" RCP
SECTION 60
2,008 IN-GROUND
CREMAINS SITES
(WITHIN 3'X3' PLOTS)
466467468469
471472
464466467468469471472473474
470 466
SECTION 61
2,012 IN-GROUND
CREMAINS SITES
(WITHIN 3'X3' PLOTS)
466467
468469
468469471
U.S. Department of Veterans Affairs
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JPG BJS# Revisions Date
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
Architect/Engineer of Record
AE Works, LTD.
418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com
Stamp
AL
TE
RN
AT
E
INTEGRITY FEDERAL SERVICES
MARTINSBURG, WV
(304) 725-8456
HONOR ENGINEER COMPANY
HARRISBURG, PA
(717) 533-9077
MABBETT & ASSOCIATES, INC.
STONEHAM, MA
(781) 275-6050
PENNONI ASSOCIATES INC.
MECHANICSBURG, PA
(717) 620-5925
COMMANDER'S CONCEPTS COMMISSIONING
FOREST, VA
(713) 492-1922
AQUA ENGINEERING, INC
FORT COLLINS, CO
(970) 372-6104
BARBER & HOFFMAN, INC.
CRANBERRY TOWNSHIP, PA
(724) 741-0848
THE LA GROUP
SARATOGA SPRINGS, NY
(518) 587-8100
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
NORTH
BURIAL SECTION GRADING
ENLARGEMENT SECTION 60 AND 61
CG114
GRAVESITE GRID
MONUMENT
PRE-PLACED CRYPTS
SECTION MARKER
PERIMETER
CRYPT (TYP.)
INTERIOR
CRYPT (TYP.)
LEGEND:
LIMITS OF WORK
ELEVATION LABEL
FINISHED GRADE
ELEVATIONFG
TOP OF CRYPT LID
ELEVATIONTL
EXISTING CONTOUR
(5' INTERVAL)
EXISTING CONTOUR
(1' INTERVAL)
PROPOSED CONTOUR
(5' INTERVAL)
PROPOSED CONTOUR
(1' INTERVAL)
GRADING NOTES:
1. CONTRACTOR TO PROVIDE AMENDED
SOILS ABOVE CRYPTS.
2. CONTRACTOR SHALL PROVIDE, AS A
SUBMITTAL, A PROPOSED PLAN FOR
CONSTRUCTING AND PERFORMING THE
GRADING IN CRYPT FIELDS TO THE
CEMETERY DIRECTOR FOR REVIEW AND
APPROVAL. PLAN TO ADDRESS ANY
POTENTIAL RAIN IMPACTS DURING
EXCAVATION OF THE CRYPT FIELDS.
3. NO BACKFILL SHALL BE PLACED ON THE
CRYPTS PRIOR TO BEING INSPECTED AND
ACCEPTED BY THE RE THAT THE LID AND
CRYPT NUMBERS MATCH.
LIMITS OF GRADING
UNDERDRAIN INVERTINV
CLEANOUT INVERT OUT
AND FINISHED GRADE
ELEVATION LABEL
NORTH
N/ A
DWG 72 of 302
NEW ENTRANCE ROAD
MA
IN
TE
NA
NC
E
CO
MP
LE
X
FU
TU
RE
MA
IN
TE
NA
NC
E
CO
MP
LE
X
OP
EN
E
QU
IP
ME
NT
S
TO
RA
GE
BU
ILD
IN
G E
QU
IP
ME
NT
ST
OR
AG
E
BU
ILD
IN
G
FU
EL
PU
MP
S
BULKSTORAGE
24'
24'
20'
24'
24'
164'
9.6
16'
16'
30' R
130'R
30'R 692'R
1008'R
24'R
150'R
408'R
30'R 30'R
408'R
162'R
'R
30'R 138'R
708'R
992'R
432'R
30' R
30'R
'R
30'R
5'R
30'R
GNSS REFERENCE SYSTEM MONUMENT AND ANTENNA
(REFER TO ELECTRICAL SITE PLAN) REFER TO
SPEC. SEC. 11 83 00FOR GNSS REFERENCE
SYSTEM REQUIREMENTS
0.1
3'
30.13'
0.1
3'
30.13' 8'
8'
.19
8'
73.2'
64.1' 8'
4.6 8'
2'
9'
9'
.27
46'
.88
2.3 1'
3.5'
6.5'
12.5'
18'
46.38'
15'
.9'
MAINTENANCEBUILDING ROAD
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
GR
AV
EL
W
R50' WELL BUFFER
W
W
W
W
56 51
46A
3A(1)
3A(2)
6A
C6
C5
15" RCP
15" RCP
" R
CP
" R
CP
15" RCP
15" RCP
" R
CP
" R
CP
" R
CP
" R
CP
15" RCP
15" RCP
" R
CP
" R
CP
SWM FACILITY #1B
TOP OF EMBANKMENT = 443.75
BOTTOM OF FACILITY = 439.75
SWM FACILITY #4A
TOP OF EMBANKMENT = 443.75
BOTTOM OF FACILITY = 438.75
CO
INV. 443.97
INV. 443.56
INV. 444.08
" R
CP
3B
FM
FM
FM
FM
FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
15" RCP
" R
CP
" R
CP
84"
ALUMINIZED
CMP
" R
CP
AREA DRAIN FOR
BOOT WASH
INV. 445.50
INV. IN 441.87
(6" FROM
BOOT WASH)
44.49' 6" PVC
@8.16%
INV. 442.00
INV. 442.00
6" PVC ROOF DRAIN
1.5% SLOPE
INV. IN 441.69
(6" RD)
RIM 447.72
INV. 442.94
INV. IN 442.37
(4" PVC)
RIM 447.33
INV. 442.26
430 435 440
428 429 431 432 433 434 436 437 438 439 441
440 436437438439441
426427428429
420 418
425430435440
423424426427428429431432433434436437438439441442443444
3424426427428429
431432433434
436437
0439 441 442 443
451452453
5 463
46446
456 457 458 459
433434
3:1
3:1
3:1
4:1
2:1
2:1
2:1
2:1
4:1
4:1
3:1
2:1
2:1
3 44
43 75
TOP
43 75
TOP
43 75
43 75
TOP
43 75
TOP
43 75
TOP
43 75
TOP
43 75
TOP
43 75
TOP
41 25
LP-TOP
41 25
LP-TOP
65 85
TC
65 85
TC
75 13
HP
69 75
LP
69 75
LP
48 10
TC
48 10
TC
55 72
TOP
55 72
TOP
TC
51 61
TC
32 40
TC
26 24
TC
20 73
TC
17 1±
ME-GS
23 9±
ME-GS
21 29
TC
26 72
TC
44 56
TC
47 58
TC
48 12
GS
47 74
GS
48 40
GS 48 40
GS
44 08
TC
47 10
TC
47 91
GS 47 78
GS
48 60
GS
49 00
GS
GS
60 79
GS60 87
GS
61 62
GS
65 66
GS
65 66
GS
66 75
GS
66 75
GS
74 81
GS
74 81
GS
71 00
GS
GS
75 88
GS
77 20
GS 76 88
GS
64 76
TC 64 85
TC
61 45
TC 61 45
TC
48 06
GS
48 17
GS
47 88
GS
49 76
GS
49 86
GS
47 99
HP
48 17
GS
46 38
LP-TOP
48 26
GS
48 04
GS
47 97
HP
49 84
GS
49 88
GS
48 08
GS
48 00
HP
48 17
GS
47 91
GS
49 78
GS
48 17
GS
46 41
LP-TOP
48 28
GS
47 51
GS
47 35
GS
47 83
GS
47 78
GS 47 62
GS 47 95
GS
47 91
GS
47 93
GS
48 03
GS
48 02
GS
48 04
GS
45 09
HP
44 95
LP-TOP
47 98
HP
47 93
GS
47 21
LP-TOP
47 94
HP
46 90
LP-TOP
48 17
GS
48 17
GS
48 17
GS
48 08
GS
47 83
GS
48 17
GS
48 08
GS
32 88
TC
FF=448.17
FF=448.17
FF=448.08
FF=448.17
FF=448.17
45 18
TOP
45 18
TOP
62 76
TOP
62 76
TOP
49 73
TOP
50 91
TOP
46 48
TOP
45 77
LP-TOP
47 75
TOP
50 69
TOP
50 86
LP-TOP
66 17
HP-TC
66 17
HP-TC
75 13
HP
48 17
GS
48 15
GS
48 17
GS
48 15
GS
48 17
GS
48 17
GS48 17
GS
48 17
GS
48 17
GS
48 07
GS
48 06
GS
48 07
GS
48 08
GS 47 97
GS
47 74
GS
48 17
GS 47 95
GS
47 93
GS
48 17
GS
47 87
GS
48 16
GS
48 20
GS
48 17
GS
47 83
GS
47 83
GS
47 83
GS
47 83
GS
48 44
GS
48 40
GS
48 04
GS
48 07
GS
EX. DRAINAGE WAY
460 75 439 75
443 75
438 75
443 75
442 75
438 75
442 75
18" RCP
15" RCP
459 75
470470
473473
479479
438439 44144244344
BRUSH
BRUSH
U.S. Department of Veterans Affairs
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JPG BJS# Revisions Date
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
Architect/Engineer of Record
AE Works, LTD.
418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com
Stamp
AL
TE
RN
AT
E
INTEGRITY FEDERAL SERVICES
MARTINSBURG, WV
(304) 725-8456
HONOR ENGINEER COMPANY
HARRISBURG, PA
(717) 533-9077
MABBETT & ASSOCIATES, INC.
STONEHAM, MA
(781) 275-6050
PENNONI ASSOCIATES INC.
MECHANICSBURG, PA
(717) 620-5925
COMMANDER'S CONCEPTS COMMISSIONING
FOREST, VA
(713) 492-1922
AQUA ENGINEERING, INC
FORT COLLINS, CO
(970) 372-6104
BARBER & HOFFMAN, INC.
CRANBERRY TOWNSHIP, PA
(724) 741-0848
THE LA GROUP
SARATOGA SPRINGS, NY
(518) 587-8100
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
GRADING AND DRAINAGE PLAN
(ADD ALTERNATE #4)
GRAPHICAL SCALE: 1"=30'
30 15 0 30 60 90
NORTH
CG150
GRAPHIC LEGEND:
LIMITS OF WORK
PRE-PLACED CRYPTS
PERIMETER CRYPT
INTERIOR CRYPT
NEW STORM SEWER
CRYPT UNDER DRAIN
PROPOSED GROUND
ELEVATION*
TOP OF STRUCTURE
ELEVATION
PROPOSED TOP
OF CURB ELEVATION
NEW STORM STRUCTURE
DRAINAGE FLOW ARROW
*WHEN SHOWN LABELING CURB AND GUTTER, THIS
ELEVATION DENOTES THE FLOW LINE ELEVATION.
PROPOSED SLOPE
SITE KEY MAP
NOT TO SCALE
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
EM
EM
EM
TR
TR
EM
EM
EX.
GRAVELDRIVE
W
COMMITTAL
SHELTER 1
FFE=505.27
EX. HONOR
GUARD BLDG.
AREA 4AREA
DWG 73 of 302
EX. DRAINAGE WAY
EX. DRAINAGE WAY
C6
C5
15" RCP
15" RCP
84"
ALUMINIZED
CMP
C5
C6
84" HDPE
15" HDPE
15" HDPE
10+00
11+00
11+50
11+00 11+00
428 429 431 432
2:1
2:1
2:1
2:1
TW=BW
41 58
TW
41 58
TW
24 06
TW=BW
22 73
TW=BW
27 05
TW=BW
41 58
TW
41 58
TW
19 09
BW
19 44
BW
20 98
BW
23 02
BW
426427 427428429
44244
444544
9450451
TO
P=
1.2
TO
P=
1.2
TO
P=
1.5
C6
49.97' - 84" ALUMINIZED
CMP @ 3.84%
TO
P=
1.5
C5
+9
9.9 7=
HE
AD
W
AL
L
IN
V.
O
UT
=4
.37
(C 5-
+5
0=
EN
D W
AL
L
IN
V.
IN
=4
.46
(C 6-
EX. GRADE
PR. GRADE
+6
3.9 7=
CU
RB
IN
LE
T
+8 5.9
7=
CU
RB
IN
LE
T
6" M
IN
. B
UR
Y CLASS 1
RIP-RAP
CLASS 1
RIP-RAP
6" M
IN
TY
P.
6" M
IN
TY
P.
VEHICULAR
GUIDE RAILVEHICULAR
GUIDE RAIL
TOP OF CONC. HW
ELEV. = 426.96
TOP OF
SEGMENTAL WALL
ELEV. = 441.58
TOP OF
SEGMENTAL WALL
ELEV. = 441.58
TOP OF CONC. HW
ELEV. = 428.87
U.S. Department of Veterans Affairs
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JPG BJS# Revisions Date
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
Architect/Engineer of Record
AE Works, LTD.
418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com
Stamp
AL
TE
RN
AT
E
INTEGRITY FEDERAL SERVICES
MARTINSBURG, WV
(304) 725-8456
HONOR ENGINEER COMPANY
HARRISBURG, PA
(717) 533-9077
MABBETT & ASSOCIATES, INC.
STONEHAM, MA
(781) 275-6050
PENNONI ASSOCIATES INC.
MECHANICSBURG, PA
(717) 620-5925
COMMANDER'S CONCEPTS COMMISSIONING
FOREST, VA
(713) 492-1922
AQUA ENGINEERING, INC
FORT COLLINS, CO
(970) 372-6104
BARBER & HOFFMAN, INC.
CRANBERRY TOWNSHIP, PA
(724) 741-0848
THE LA GROUP
SARATOGA SPRINGS, NY
(518) 587-8100
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
NORTH
STREAM CULVERT CROSSING
PLAN AND PROFILE
CG260
GRAPHICAL SCALE: 1"=5'
5 2.5 0 5 10 15
GRAPHICAL SCALE: 1"=50'
50 25 0 50 100 150
HORIZONTAL
VERTICAL
STORM PROFILE
SCALE:
1"=50' HORIZONTAL
1"=5' VERTICAL
SEGMENTAL BLOCK RETAINING WALL WITH
CONCRETE HEADWALL AT CULVERT
SEE DETAILS 2 AND 5, SHEET DT507
SEGMENTAL BLOCK RETAINING WALL WITH
CONCRETE HEADWALL AT CULVERT
SEE DETAILS 2 AND 5, SHEET DT507
SEE INLET CONNECTION
NOTE, THIS SHEET
INLET CONNECTION NOTE:
CONTRACTOR SHALL CONNECT BOTTOM OF INLET STRUCTURES WITH A WATER TIGHT SEAL TO THE CROWN OF THE 84-INCH CULVERT. BOTTOM OF STRUCTURES SHALL BE OPEN TO ALLOW FLOW TO ENTER THE CULVERT FROM THE INLETS. SUBMITTALS SHALL BE SUBMITTED TO THE ENGINEER OF
RECORD FOR REVIEW AND APPROVAL.
REFER TO DETAIL 6,
SHEET GC501
FOR RIP RAP SIZING
GC501
EX. WETLANDS
EX. WETLANDS
EX. WETLANDS
EX. WETLANDS
N/ A
VEHICULAR
GUIDE RAIL
VEHICULAR
GUIDE RAIL
NOTE:
REFER TO THE SITE DETAILS FOR THE HEADWALL, SEGMENTAL WALL, AND GUIDE RAIL DETAILS. REFER
TO THE SITE LAYOUT AND UTILITY PLANS FOR THE VEHICULAR GUIDE RAIL LOCATION.
DWG 74 of 302
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UDUD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
FLUSH CONCRETE CURB ALONG
COLUMBARIUM PLAZA, SEE SITE
LAYOUT AND UTILITY PLANS, TYP.
477.98
CONFIRM
(VIF)
2%
MAX.
MOUNTABLE
CONCRETE CURB, SEE
SITE LAYOUT AND
UTILITY PLANS, TYP.
L
IM
IT
O
F W
O
R K
485485
467468469
471472473474 476477478479
481482
475.67
CONFIRM
(VIF)
477.85
CONFIRM
(VIF)
477.68
CONFIRM
(VIF)
477.50
CONFIRM
(VIF)
477.32
CONFIRM
(VIF)
477.14
CONFIRM
(VIF)
476.96
CONFIRM
(VIF) 476.68
CONFIRM
(VIF)
476.51
CONFIRM
(VIF)
476.36
(VIF)
476.15
CONFIRM
(VIF)
475.97
CONFIRM
(VIF)
475.80
CONFIRM
(VIF)
476.75
CONFIRM
(VIF)
476.89
CONFIRM
(VIF)
478.11
478.05
477.93
477.88
477.76
477.70
477.58
477.52
477.40
477.34
477.22
477.16
476.88
476.82
476.71
476.65
476.56
476.47
476.35
476.29
476.17
476.11
476.00
475.94
2%
MAX.
2%
MAX.
2%
MAX.
477.76
477.70
477.93
477.88
478.11
478.05
477.58
477.52
477.40
477.34
477.22
477.16
476.88
476.82
476.71
476.65
476.56
476.47
476.35
476.17
476.11
476.00
475.94
476.73
477.17
476.85
477.09
477.57
477.75
477.92
477.40
477.21
477.03
476.51
476.87
476.75
476.58
476.43
476.22
476.04
475.87
476.60
477.04
476.64
477.00
475.81
475.69
475.71
475.80
475.80
475.80
475.80
475.74
475.74
RIM.
475.78
RIM.
475.77
RIM.
475.94
RIM.
475.95
RIM.
476.13
RIM.
476.12
RIM.
476.33
RIM.
476.48
RIM.
476.49
RIM.
476.34
RIM.
477.00
RIM.
477.18
RIM.
477.36
RIM.
477.54
RIM.
477.71
RIM.
477.70
RIM.
477.53
RIM.
477.35
RIM.
477.17
RIM.
476.99
478.08
477.82
477.67
477.74
477.68
477.61
477.95
477.86
477.86
RIM.
476.96
RIM.
476.47
RIM.
476.88
RIM.
476.45
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
REFER TO CG100 SERIES
DRAWINGS FOR ADDITIONAL SITE
GRADING INFORMATION.
477.07
477.11
477.34
477.22
477.07
477.11
477.32
476.88
476.59
476.59
477.25
477.29
477.40
477.52
477.29
477.25
477.43
477.47
477.58
477.70
477.43
477.47
477.61
477.65
477.61
477.65
477.78
477.82
477.78
477.82
476.71
476.82
476.56
476.35
476.17
476.00
476.11
476.29
476.47
476.65
475.85
475.89
476.02
476.06
476.20
476.24
476.41
476.45
476.56
476.60
476.56
476.60
476.41
476.45
476.20
476.24
476.02
476.06
475.85
475.89
475.94
477.76
477.93
478.05
477.88
477.08
ALL GRADING OUTSIDE
THIS AREA REFER TO
SHEET CG101
2%
MAX.
477.89
1.7%
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
476.29
475.94
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
RIM.
476.20
RIM.
476.20
477.02
2%
MAX.
1.3%
1.4%
1.3%
1.3%
1.3%
1.3%
1.3%
1.3%
1.3%
1.3%
1.3%
1.3%
1.3%
1.3%
1.3%
1.3%
1.3%
1.3%
1.3%
1.3%
LEGEND
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseArchitect/Engineer of Record StampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
AE Works, LTD.
418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com
40 Long Alley, Saratoga Springs, NY 12866
(518) 587-810
MP Designer of Record
WILLIAM H. GORDON
ASSOCIATES, INC
CHANTILLY, VIRGINIA
HONOR ENGINEERING CO.
HARRISBURG, PENNSYLVANIA
MABBETT & ASSOCIATES, INC.
BEDFORD, MASSACHUSETTS
PENNONI ASSOCIATES INC.
PHILADELPHIA, PENNSYLVANIA
COMMANDER'S CONCEPTS
COMMISSIONING
FOREST, VIRGINIA
AQUA ENGINEERING, INC
FORT COLLINS, COLORADO
B I M
C
F M
I G
A P
C
F M
I G
A P
A
R C
H L i n k e d
M o d e l r v t
P
M
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028PHASE 5 DEVELOPMENT
# Revisions Date 2.18.2022
RFP DOCUMENTS
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
EX.GRAVEL
DRIVE
COMMITTAL
SHELTER 1FFE=505.27
EX. HONOR
GUARD BLDG.
EM
EM
EM
TR
TR
EM
EM
W
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
EX.GRAVEL
DRIVE
COMMITTAL
SHELTER 1FFE=505.27
EX. HONOR
GUARD BLDG.
EM
EM
EM
TR
TR
EM
EM
W
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
EX.GRAVEL
DRIVE
COMMITTAL
SHELTER 1FFE=505.27
EX. HONOR
GUARD BLDG.
EM
EM
EM
TR
TR
EM
EM
W
SITE KEY MAP
NOT TO SCALE
SITE KEY MAP
NOT TO SCALE
SITE KEY MAP
NOT TO SCALE
02-18-2022
86425 1010 0
Scale: 1" = 10'
LIMIT OF WORK
CG401
JGS JDB
COLUMBARIUM GRADING
ENLARGEMENT PLAN
EXISTING CONTOUR - MAJOR
EXISTING CONTOUR - MINOR
PROPOSED CONTOUR - MAJOR
PROPOSED CONTOUR - MINOR
475.27
FINISH GRADE SPOT GRADE
AREA DRAIN
NOTES
1. CONTRACTOR TO VERIFY IN THE FIELD (VIF)
GRADES INDICATED. IF FLUSH CURB GRADES VARY
FROM SPOT GRADES SHOWN ON THIS PLAN ALERT
DESIGNER OF RECORD. AT THE CONTRACTOR'S
EXPENSE, THE CONTRACTOR IS RESPONSIBLE FOR
ACHIEVING GRADES SHOWN ON THIS PLAN WITHIN
+/- 1/4" (0.02'). ALLOWABLE TOLERANCES.
2. SEE DETAIL 2/DT506 FOR CONCRETE PAVEMENT
EDGE DETAIL. THICKENED EDGE REQUIRED AT ALL
EDGES OF PAVEMENT.
3. MAINTAIN POSITIVE DRAINAGE.
VERIFY IN FIELD
(VIF)
DWG 75 of 302
467468469
471472473474 476477478479
481482
FDCO-1
FDCO-2
FDCO-3
FDCO-4
FDCO-5
FDCO-6
FDCO-7
FDCO-8
FDCO-9
FDCO-10
FDCO-11
FDCO-12
FDCO-13
FDCO-14
FDCO-15
FDCO-16
FDCO-17
FDCO-18
FDCO-19
FDCO-20
FDCO-21
FDCO-22
FDCO-23
FDCO-24
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
L
I
M
T
O
F
W
R
K
LIMIT OF WORK
18" HDPE @1.03%
L=252 LF
REFER TO GRADING AND DRAINAGE
DRAWINGS CG100 - CG105 FOR
ADDITIONAL STORMWATER INFORMATION
INV. 474.30
INV. 473.38
S
O L I D
H D
P E
S
O
L I D
H D
S
O L I D
H D
INV. 472.00
S
L
I
D
H
D
S
O
L I D
H
D
S
O
L I D
H
D
S
O
L
I D
H
D
H
D
S
O
L
I D
H
D
S
O
L
I D
H
D
S
O
L
I D
H
D
S
O
L
I D
H
D
L
D
H
L
L
L
I
D
H
D
L
I
D
H
D
L
I
D
H
D
L
I
D
H
D
L
I
D
H
D
L
I
D
H
D
L
I
D
H
D
L
I D
H
D
L
L
I D
H
D
INV. 474.44
INV. 474.26
INV. 473.08
INV. 473.90
INV. 473.82
INV. 473.39
INV. 473.39
INV. 473.24
INV. 472.03
INV. 472.85
12" X 12 AREA DRAIN - TYPE 1 TYP.
TRANSITION FD TO 6" SOLID HDPE PIPE & WYE,
FROM FOOTING DRAIN TO COLLECTOR DRAIN
PIPE, TYP.
6" PERFORATED HDPE
FOOTING DRAIN, TYP.
CLEANOUT WITH
CAST IRON
CLEANOUT FRAME
AND GRATE, TYP.
INV. (18") 472.08
18" SOLID HDPE
252 LF @ 1.0%
FOOTING DRAIN
CLEANOUT, TYP.
AD 23
RIM. 475.78
INV. IN. 471.83
INV. OUT. 471.73
AD 24
RIM. 475.77
INV. IN. 471.45
INV. OUT. 471.35
AD 22
RIM. 475.94
INV. IN 473.17
INV. OUT. 473.07
AD 21
RIM. 475.95
INV. 473.47
AD 19
RIM. 476.13
INV. 473.65
AD 20
RIM. 476.12
INV. IN. 473.35
INV. OUT 473.25
AD 18
RIM. 476.33
INV. IN 473.56
INV. OUT 473.46
AD 16
RIM. 476.48
INV IN. 473.71
INV. OUT. 473.61
AD 15
RIM. 476.49
INV. 474.01
AD 17
RIM. 476.34
INV. 473.86
AD 9
RIM. 477.00
INV. 474.52
AD 7
RIM. 477.18
INV. 474.70
AD 5
RIM. 477.36
INV. 474.88
AD 3
RIM. 477.54
INV OUT. 475.06
AD 1
RIM. 477.71
INV. IN 474.10
INV. OUT. 474.00
AD 2
RIM. 477.70
INV. IN. 473.70
INV. OUT 473.60
AD 4
RIM. 477.53
INV. IN. 474.76
INV. OUT. 474.66
AD 6
RIM. 477.35
INV. IN. 474.58
INV. OUT 474.48
AD 8
RIM. 477.17
INV. IN 474.40
INV. OUT. 474.30
AD 10
RIM. 476.99
INV. IN. 474.22
INV. OUT. 474.12
AD 11
RIM. 476.96
INV. 474.48
AD 13
RIM. 476.47
INV. IN 474.09
INV. OUT 473.99
AD 14
RIM. 476.45
INVS. IN 473.65
INV. OUT 473.55
AD 12
RIM. 476.88
INV. IN. 474.14
INV. OUT. 474.04
INV. 474.00
INV. 474.08
INV.473.90
INV. 474.00
INV. 473.82
INV. 473.82
INV. 473.64
INV. 478.64
INV. 473.72
INV. 473.54
INV. 473.46
INV. 473. 46
INV. 473.28
INV. 473.28
INV. 473.36
INV. 473.24
INV.
473.24
INV. 473.32
INV. 472.85
INV. 472.77
INV. 472.77
INV. 472.62
INV. 472.62
INV. 472.70
INV. 472.49
INV. 472.25
INV. 472.14
INV. 472.10
INV. 472.02
INV. 472.02
INV. 472.06
INV. 472.06
INV. 472.17
INV. 472.17
INV. 472.41
INV. 472.41
SLOPE TRANSITION
INV. (18") 469.49
FLOWER WATERING STATION
FLOWER WATERING
STATION
INV. 471.13
ALL GRADING OUTSIDE THIS AREA
REFER TO SHEET CG101
STORMWATER BASIN,
HIGH WATER LINE
BOTTOM OF
STORMWATER BASIN
CG402
CI714
12" X 12"
AREA DRAIN -
TYPE 2, TYP.
AD 25
RIM. 476.20
INV.474.20
AD 26
RIM. 476.20
INV.474.20
6" UNDER DRAIN (UD), TYP.;
CONTRACTOR TO COORDINATE DEPTH &
LOCATION WITH PLANTING INSTALLATION
(SEE LANDSCAPE PLANS AND DETAILS)
L
I D
H
D
18" HDPE @ 1.0%, TYP.
TRANSITION FD
TO 4" SOLID PIPE
& WYE, FROM FD
TO COLLECTOR
DRAIN PIPE, TYP.
L
I D
H
D
18" SOLID HDPE
77LF @ 12.43%
6" SOLID HDPE PIPE UNDER CONCRETE
PAVEMENTS, TYP.
CG402
12" X 12"
AREA DRAIN -
TYPE 3
CG402
12" X 12" AREA DRAIN - TYPE 3
CG402
L
18" HDPE PIPE
DAYLIIGHT AT FLARED
END SECTION.
INV. OUT. 460.00
CJ500
STORMWATER BASIN,
HIGH WATER LINE
BOTTOM OF
STORMWATER BASIN
CUSTOM FABRICATED FRAME AND
HINGED HEEL PROOF GRATE
FLUSH WITH FINISH GRADE.
BASIS OF DESIGN
MANUFACTURER: IRON AGE
DESIGNS
MODEL: CUSTOM 12" SQUARE
REGULAR JOE HEEL PROOF W/
LOCKING DEVICE
LOAD RATING: H-10
MATERIAL: CAST IRON
FINISH: BAKED ON OIL FINISH
FINISH
GRADE
12" PVC INLET DRAIN
STRUCTURE
BASIS OF DESIGN
MANUFACTURER:
NYLOPLAST
MODEL: 2812AG
O.D. 1'-0
M
I N
S U
M P
M
I N
CRUSHED STONE
COMPACTED
SUBGRADE
M
I N
C O
V E
R
PLACE (8) #4 BAR
TIE TO EACH
OTHER AND
WWF
2"
MIN.
M
I
N
CUSTOM FRAME
AND GRATE
PLAN
EXPANSION
JOINT
CONTRACTION
JOINT
CONCRETE
PAVEMENT
FRAME PLAN
1'-1
SECTION
GRATE PLAN
M
A X
HINGED
GRATE
CUSTOM FABRICATED FRAME AND
HINGED HEEL PROOF GRATE
FLUSH WITH FINISH GRADE.
BASIS OF DESIGN
MANUFACTURER: IRON AGE
DESIGNS
MODEL: CUSTOM 12" SQUARE
REGULAR JOE HEEL PROOF W/
LOCKING DEVICE
LOAD RATING: H-10
MATERIAL: CAST IRON
FINISH: BAKED ON OIL FINISH
FINISH
GRADE
12" PVC INLET DRAIN
STRUCTURE
BASIS OF DESIGN
MANUFACTURER:
NYLOPLAST
MODEL: 2812AG
O.D. 1'-0
M
I N
S U
M P
M
I N
CRUSHED STONE
COMPACTED
SUBGRADE
M
I N
C O
V E
R
PLACE (5) #4 BAR
TIE TO EACH
OTHER AND WWF
2"
MIN.
M
I
N
CUSTOM FRAME
AND GRATE
PLAN
C
L R
EXPANSION
JOINT
ALIGN FRAME
AND GRATE W/
EDGE OF
PAVEMENT
LANDSCAPE ISLAND
CONCRETE
PAVEMENT
FRAME AND HINGED
PEDESTRIAN GRATE FLUSH
WITH FINISH GRADE.
BASIS OF DESIGN
MANUFACTURER: NYLOPLAST
MODEL: 12 99 CG PL W/ LOCKING
DEVICE
LOAD RATING: H-10
MATERIAL: CAST IRON
FINISH: (MANUFACTURER'S)
BLACK PAINT
FINISH
GRADE
12" PVC INLET
DRAIN
STRUCTURE
BASIS OF
DESIGN
MANUFACTURER:
NYLOPLAST
MODEL: 2812AG
O.D. 1'-0
M
I N
S U
M P
M
I N
CRUSHED STONE
COMPACTED
SUBGRADE
M
I N
C O
V E
R
FRAME AND
GRATE
PLAN
LANDSCAPE
ISLAND
LEGEND
STORM WATER BASIN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseArchitect/Engineer of Record StampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
AE Works, LTD.
418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com
40 Long Alley, Saratoga Springs, NY 12866
(518) 587-810
MP Designer of Record
WILLIAM H. GORDON
ASSOCIATES, INC
CHANTILLY, VIRGINIA
HONOR ENGINEERING CO.
HARRISBURG, PENNSYLVANIA
MABBETT & ASSOCIATES, INC.
BEDFORD, MASSACHUSETTS
PENNONI ASSOCIATES INC.
PHILADELPHIA, PENNSYLVANIA
COMMANDER'S CONCEPTS
COMMISSIONING
FOREST, VIRGINIA
AQUA ENGINEERING, INC
FORT COLLINS, COLORADO
B
C
F M
I G
A P
C
F M
I G
A P
A
R C
H L i n k e d
M o d e l r v t
P
M
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028PHASE 5 DEVELOPMENT
# Revisions Date 2.18.2022
RFP DOCUMENTS
FP
FP
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EX.GRAVEL
DRIVE
15" RCP
EX. YARD INLET
EX. DRAINAGE INLET
EX. FOUNDATION DRAIN
4" PERF. PVC UNDERDRAIN
DRAIN BASIN
EX. ROOF DRAIN
TR
BR
TL
BL
EX. 1" WATER
SERVICE LINE
EX. WATER
VAULT COMMITTAL
SHELTER 1FFE=505.27
EX. SANITARY
SEWER PUMP
STATION
EX. 40' UTILITY
ESM'T (TYP.)
EX. UNDERGROUND
ELECTRICAL LINE
(TYP.)
EX. HONOR
GUARD BLDG.
EM
EM
EM
TR
TR
EM
EM
W
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
EX.GRAVEL
DRIVE
15" RCP
EX. YARD INLET
EX. DRAINAGE INLET
EX. FOUNDATION DRAIN
4" PERF. PVC UNDERDRAIN
DRAIN BASIN
EX. ROOF DRAIN
TR
BR
TL
BL
EX. 1" WATER
SERVICE LINE
EX. WATER
VAULT COMMITTAL
SHELTER 1FFE=505.27
EX. SANITARY
SEWER PUMP
STATION
EX. 40' UTILITY
ESM'T (TYP.)
EX. UNDERGROUND
E…
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