S02 VA813-028 IGNC Phase 5 Drawing_Sheets 124-151.pdf
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SHELF
476.92
WALL T.O.F.
477.70
3'-2 5/8" 3'-2 5/8"
50'-9 3/4" (INCLUDES (2) 3/8" JOINTS AT ENDS) (48 NICHE COLUMNS)
57'-3" FACE OF FOUNDATION TO FACE OF FOUNDATION
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
TOP OF PIER CORE
484.73
PIER BASE
STONE
TYPE A
PIER BASE STONE
TYPE A
CONC. JNT., TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP B CAP C CAP D CAP B CAP D CAP D CAP B CAP D CAP D CAP B CAP D CAP C CAP B CAP A
WALL BASE STONE TYPE, TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP A
PIER TOF1
477.48
FG4
477.34
PIER TOF2
477.48
FG3
477.34
CI700
CI700
SIM. SIM.
BOTTOM
OF FTG.
473.42
TOP
OF FTG.
474.42
SHELF
476.81
WALL T.O.F.
477.59
3'-2 5/8" 3'-2 5/8"
50'-9 3/4" (INCLUDES (2) 3/8" JOINTS AT ENDS) (48 NICHE COLUMNS)
57'-3" FACE OF FOUNDATION TO FACE OF FOUNDATION
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
TOP OF PIER CORE
484.62
PIER BASE
STONE
TYPE A
PIER BASE STONE
TYPE A
CONC. JNT., TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP B CAP C CAP D CAP B CAP D CAP D CAP B CAP D CAP D CAP B CAP D CAP C CAP B CAP A
WALL BASE STONE TYPE, TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP A
PIER TOF2
477.37
FG2
477.22
PIER TOF1
477.37
FG1
477.22
CI700
CI700
SIM. SIM.
BOTTOM
OF FTG.
473.31
TOP
OF FTG.
474.31
SHELF
476.81
WALL T.O.F.
477.59
3'-2 5/8" 3'-2 5/8"
50'-9 3/4" (INCLUDES (2) 3/8" JOINTS AT ENDS) (48 NICHE COLUMNS)
57'-3" FACE OF FOUNDATION TO FACE OF FOUNDATION
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
TOP OF PIER CORE
484.62
PIER BASE
STONE
TYPE A
PIER BASE STONE
TYPE A
CONC. JNT., TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP B CAP C CAP D CAP B CAP D CAP D CAP B CAP D CAP D CAP B CAP D CAP C CAP B CAP A
WALL BASE STONE TYPE, TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP A
PIER TOF1
477.37
FG4
477.16
PIER TOF2
477.37
FG3
477.16
CI700
CI700
SIM. SIM.
BOTTOM
OF FTG.
473.31
TOP
OF FTG.
474.31
0 1' 2'6"
CI704
JGS JDB
COLUMBARIUM ELEVATIONS 4
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
02-18-2022
1/2" = 1'-0"
COLUMBARIUM ELEVATION - WALL 10
0 1' 2'6"1/2" = 1'-0"
COLUMBARIUM ELEVATION - WALL 11
0 1' 2'6"1/2" = 1'-0"
COLUMBARIUM ELEVATION - WALL 12
DWG 124 of 302
AE WORKS®
INTEGRITY FEDERAL SERVICES
MARTINSBURG, WV
SHELF
476.40
WALL T.O.F.
477.18
3'-2 5/8" 3'-2 5/8"
50'-9 3/4" (INCLUDES (2) 3/8" JOINTS AT ENDS) (48 NICHE COLUMNS)
57'-3" FACE OF FOUNDATION TO FACE OF FOUNDATION
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
TOP OF PIER CORE
484.21
PIER BASE
STONE
TYPE A
PIER BASE STONE
TYPE A
CONC. JNT., TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP B CAP C CAP D CAP B CAP D CAP D CAP B CAP D CAP D CAP B CAP D CAP C CAP B CAP A
WALL BASE STONE TYPE, TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP A
PIER TOF2
476.96
FG2
476.88
PIER TOF1
476.96
FG1
476.88
CI700
CI700
SIM. SIM.
BOTTOM
OF FTG.
472.90
TOP
OF FTG.
473.90
FG4
476.82
FG3
476.82
SHELF
476.40
WALL T.O.F.
477.18
3'-2 5/8" 3'-2 5/8"
50'-9 3/4" (INCLUDES (2) 3/8" JOINTS AT ENDS) (48 NICHE COLUMNS)
57'-3" FACE OF FOUNDATION TO FACE OF FOUNDATION
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
TOP OF PIER CORE
484.21
PIER BASE
STONE
TYPE A
PIER BASE STONE
TYPE A
CONC. JNT., TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP B CAP C CAP D CAP B CAP D CAP D CAP B CAP D CAP D CAP B CAP D CAP C CAP B CAP A
WALL BASE STONE TYPE, TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP A
PIER TOF1
476.96
PIER TOF2
476.96
CI700
CI700
SIM. SIM.
BOTTOM
OF FTG.
472.90
TOP
OF FTG.
473.90
FG2
476.71
FG1
476.71
SHELF
476.23
WALL T.O.F.
477.01
3'-2 5/8" 3'-2 5/8"
50'-9 3/4" (INCLUDES (2) 3/8" JOINTS AT ENDS) (48 NICHE COLUMNS)
57'-3" FACE OF FOUNDATION TO FACE OF FOUNDATION
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
TOP OF PIER CORE
484.04
PIER BASE
STONE
TYPE A
PIER BASE STONE
TYPE A
CONC. JNT., TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP B CAP C CAP D CAP B CAP D CAP D CAP B CAP D CAP D CAP B CAP D CAP C CAP B CAP A
WALL BASE STONE TYPE, TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP A
PIER TOF2
476.79
PIER TOF1
476.79
CI700
CI700
SIM. SIM.
BOTTOM
OF FTG.
472.73
TOP
OF FTG.
473.73
0 1' 2'6"
CI705
JGS JDB
COLUMBARIUM ELEVATIONS 5
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
02-18-2022
1/2" = 1'-0"
COLUMBARIUM ELEVATION - WALL 13
0 1' 2'6"1/2" = 1'-0"
COLUMBARIUM ELEVATION - WALL 14
0 1' 2'6"1/2" = 1'-0"
COLUMBARIUM ELEVATION - WALL 15
DWG 125 of 302
AE WORKS®
FG4
476.65
FG3
476.65
SHELF
476.23
WALL T.O.F.
477.01
3'-2 5/8" 3'-2 5/8"
50'-9 3/4" (INCLUDES (2) 3/8" JOINTS AT ENDS) (48 NICHE COLUMNS)
57'-3" FACE OF FOUNDATION TO FACE OF FOUNDATION
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
TOP OF PIER CORE
484.04
PIER BASE
STONE
TYPE A
PIER BASE STONE
TYPE A
CONC. JNT., TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP B CAP C CAP D CAP B CAP D CAP D CAP B CAP D CAP D CAP B CAP D CAP C CAP B CAP A
WALL BASE STONE TYPE, TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP A
PIER TOF1
476.79
PIER TOF2
476.79
CI700
CI700
SIM. SIM.
BOTTOM
OF FTG.
472.73
TOP
OF FTG.
473.73
FG2
476.56
FG1
476.56
SHELF
476.08
WALL T.O.F.
476.86
3'-2 5/8" 3'-2 5/8"
50'-9 3/4" (INCLUDES (2) 3/8" JOINTS AT ENDS) (48 NICHE COLUMNS)
57'-3" FACE OF FOUNDATION TO FACE OF FOUNDATION
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
TOP OF PIER CORE
483.89
PIER BASE
STONE
TYPE A
PIER BASE STONE
TYPE A
CONC. JNT., TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP B CAP C CAP D CAP B CAP D CAP D CAP B CAP D CAP D CAP B CAP D CAP C CAP B CAP A
WALL BASE STONE TYPE, TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP A
PIER TOF2
476.64
PIER TOF1
476.64
CI700
CI700
SIM. SIM.
BOTTOM
OF FTG.
472.58
TOP
OF FTG.
473.58
FG4
476.47
FG3
476.47
SHELF
476.08
WALL T.O.F.
476.86
3'-2 5/8" 3'-2 5/8"
50'-9 3/4" (INCLUDES (2) 3/8" JOINTS AT ENDS) (48 NICHE COLUMNS)
57'-3" FACE OF FOUNDATION TO FACE OF FOUNDATION
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
TOP OF PIER CORE
483.89
PIER BASE
STONE
TYPE A
PIER BASE STONE
TYPE A
CONC. JNT., TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP B CAP C CAP D CAP B CAP D CAP D CAP B CAP D CAP D CAP B CAP D CAP C CAP B CAP A
WALL BASE STONE TYPE, TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP A
PIER TOF1
476.64
PIER TOF2
476.64
CI700
CI700
SIM. SIM.
BOTTOM
OF FTG.
472.58
TOP
OF FTG.
473.58
0 1' 2'6"
CI706
JGS JDB
COLUMBARIUM ELEVATIONS 6
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
02-18-2022
1/2" = 1'-0"
COLUMBARIUM ELEVATION - WALL 16
0 1' 2'6"1/2" = 1'-0"
COLUMBARIUM ELEVATION - WALL 17
0 1' 2'6"1/2" = 1'-0"
COLUMBARIUM ELEVATION - WALL 18
DWG 126 of 302
AE WORKS®
FG2
476.35
FG1
476.35
SHELF
475.87
WALL T.O.F.
476.65
3'-2 5/8" 3'-2 5/8"
50'-9 3/4" (INCLUDES (2) 3/8" JOINTS AT ENDS) (48 NICHE COLUMNS)
57'-3" FACE OF FOUNDATION TO FACE OF FOUNDATION
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
TOP OF PIER CORE
483.68
PIER BASE
STONE
TYPE A
PIER BASE STONE
TYPE A
CONC. JNT., TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP B CAP C CAP D CAP B CAP D CAP D CAP B CAP D CAP D CAP B CAP D CAP C CAP B CAP A
WALL BASE STONE TYPE, TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP A
PIER TOF2
476.43
PIER TOF1
476.43
CI700
CI700
SIM. SIM.
BOTTOM
OF FTG.
472.37
TOP
OF FTG.
473.37
FG4
476.29
FG3
476.29
SHELF
475.87
WALL T.O.F.
476.65
3'-2 5/8" 3'-2 5/8"
50'-9 3/4" (INCLUDES (2) 3/8" JOINTS AT ENDS) (48 NICHE COLUMNS)
57'-3" FACE OF FOUNDATION TO FACE OF FOUNDATION
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
TOP OF PIER CORE
483.68
PIER BASE
STONE
TYPE A
PIER BASE STONE
TYPE A
CONC. JNT., TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP B CAP C CAP D CAP B CAP D CAP D CAP B CAP D CAP D CAP B CAP D CAP C CAP B CAP A
WALL BASE STONE TYPE, TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP A
PIER TOF1
476.43
PIER TOF2
476.43
CI700
CI700
SIM. SIM.
BOTTOM
OF FTG.
472.37
TOP
OF FTG.
473.37
FG2
476.17
FG1
476.17
SHELF
475.75
WALL T.O.F.
476.53
3'-2 5/8" 3'-2 5/8"
50'-9 3/4" (INCLUDES (2) 3/8" JOINTS AT ENDS) (48 NICHE COLUMNS)
57'-3" FACE OF FOUNDATION TO FACE OF FOUNDATION
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
TOP OF PIER CORE
483.56
PIER BASE
STONE
TYPE A
PIER BASE STONE
TYPE A
CONC. JNT., TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP B CAP C CAP D CAP B CAP D CAP D CAP B CAP D CAP D CAP B CAP D CAP C CAP B CAP A
WALL BASE STONE TYPE, TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP A
PIER TOF2
476.31
PIER TOF1
476.31
CI700
CI700
SIM. SIM.
BOTTOM
OF FTG.
472.25
TOP
OF FTG.
473.25
0 1' 2'6"
CI707
JGS JDB
COLUMBARIUM ELEVATIONS 7
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
02-18-2022
1/2" = 1'-0"
COLUMBARIUM ELEVATION - WALL 19
0 1' 2'6"
1/2" = 1'-0"
COLUMBARIUM ELEVATION - WALL 20
0 1' 2'6"1/2" = 1'-0"
COLUMBARIUM ELEVATION - WALL 21
DWG 127 of 302
AE WORKS®
FG4
476.11
FG3
476.11
SHELF
475.75
WALL T.O.F.
476.53
3'-2 5/8" 3'-2 5/8"
50'-9 3/4" (INCLUDES (2) 3/8" JOINTS AT ENDS) (48 NICHE COLUMNS)
57'-3" FACE OF FOUNDATION TO FACE OF FOUNDATION
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
TOP OF PIER CORE
483.56
PIER BASE
STONE
TYPE A
PIER BASE STONE
TYPE A
CONC. JNT., TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP B CAP C CAP D CAP B CAP D CAP D CAP B CAP D CAP D CAP B CAP D CAP C CAP B CAP A
WALL BASE STONE TYPE, TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP A
PIER TOF1
476.31
PIER TOF2
476.31
CI700
CI700
SIM. SIM.
BOTTOM
OF FTG.
472.25
TOP
OF FTG.
473.25
FG2
476.00
FG1
476.00
SHELF
475.67
WALL T.O.F.
476.45
3'-2 5/8" 3'-2 5/8"
50'-9 3/4" (INCLUDES (2) 3/8" JOINTS AT ENDS) (48 NICHE COLUMNS)
57'-3" FACE OF FOUNDATION TO FACE OF FOUNDATION
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
TOP OF PIER CORE
483.48
PIER BASE
STONE
TYPE A
PIER BASE STONE
TYPE A
CONC. JNT., TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP B CAP C CAP D CAP B CAP D CAP D CAP B CAP D CAP D CAP B CAP D CAP C CAP B CAP A
WALL BASE STONE TYPE, TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP A
PIER TOF2
476.23
PIER TOF1
476.23
CI700
CI700
SIM.SIM.
BOTTOM
OF FTG.
472.17
TOP
OF FTG.
473.17
FG4
475.94
FG3
475.94
SHELF
475.67
WALL T.O.F.
476.45
3'-2 5/8" 3'-2 5/8"
50'-9 3/4" (INCLUDES (2) 3/8" JOINTS AT ENDS) (48 NICHE COLUMNS)
57'-3" FACE OF FOUNDATION TO FACE OF FOUNDATION
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
TOP OF PIER CORE
483.48
PIER BASE
STONE
TYPE A
PIER BASE STONE
TYPE A
CONC. JNT., TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP B CAP C CAP D CAP B CAP D CAP D CAP B CAP D CAP D CAP B CAP D CAP C CAP B CAP A
WALL BASE STONE TYPE, TYP.
10'-1 1/2" CLOSED-CLOSED PRECAST NICHE UNIT
CAP A
PIER TOF1
476.23
PIER TOF2
476.23
CI700
CI700
SIM.SIM.
BOTTOM
OF FTG.
472.17
TOP
OF FTG.
473.17
0 1' 2'6"
CI708
JGS JDB
COLUMBARIUM ELEVATIONS 8
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
02-18-2022
1/2" = 1'-0"
COLUMBARIUM ELEVATION - WALL 22
0 1' 2'6"1/2" = 1'-0"
COLUMBARIUM ELEVATION - WALL 23
0 1' 2'6"1/2" = 1'-0"
COLUMBARIUM ELEVATION - WALL 24
DWG 128 of 302
AE WORKS®
5 NICHE HIGH PRECAST CONC. COLUMBARIUM NICHE
UNIT (1/2" NOM. SETTING GAP BETWEEN UNITS. SET
UNITS SO FACE TO FACE IS AS INDICATED.
EPDM MEMBRANE (45 MIL) OVER ENTIRE TOP OF
PRECAST NICHE UNITS & PIERS, TYP.
CI711
CUT STONE CAP; CENTER CAP ON WALL
PARTIAL EPOXY GROUT BED, TYP.
STONE PIER CAP BEYOND
CONTINUOUS DRIP SLOT, ALL OVERHANGS, TYP.
BACKER ROD & SEALANT ALL
AROUND NICHE UNITS, TYP.
RECESSED S.S. WELD PLATES, MIN. 2 PER NICHE UNIT, TYP.
TOP OF NICHES
VARIES
SEE CI701-CI708
TOP OF CAP
VARIES
WALL TOP OF
FOUNDATION
VARIES
SEE CI701-CI708
FINISH GRADE
VARIES
SEE CI701-CI708
EQ. (1'-1014") EQ. (1'-1014")
CL
3'-812"
NICHE COVER ATTACHMENT (MOUNTING BRACKET &
ROSETTES), TYP.
PIER FACE (BEYOND), TYP.
GOVERNMENT PROVIDED AND CONTRACTOR INSTALLED
NICHE COVER, TYP.
FIELD DRILL HOLE IN COLUMBARIUM NICHE FLOOR TO
ACCEPT 1/2"Ø X 7" TYPE 304 S.S. ANCHOR BOLT,
WASHER & NUT. PROVIDE TWO (2) PER PRECAST NICHE
UNIT; PATCH WITH MORTAR, FLUSH ON INSIDE, TYP.
3/8" BACKER ROD & SEALANT JOINT AT TOP,
BOTTOM, & SIDES OF PRECAST NICHES, TYP.
WALL BASE STONE (GRANITE), MORTAR
SOLID, EXCEPT AT FNDN. CONC. JOINT, TYP.
SHELF VARIES
3/8"Ø X 4" TYPE 304 S.S. PINS INSTALL TYPE N MORTAR INTO TOP
WEB AND LOOSE FIT INTO CAP, (2) PINS PER CAP, TYP.
1 1/2" ENGRAVED ROW LETTERS ON STONE VENEER, 'A-E'
TOP TO BOTTOM AT EACH PERPENDICULAR STONE
VENEER FACE TO NICHE COVER, CENTER ON NICHE
COVER, TYP. FACE OF SMOOTH CUT STONE VENEER
SHALL BE PLUMB, SEE STONE VEENER ELEVATIONS
3' -6
1'-8" 1'-8"
3'-4"
FILTER FABRIC, TYP.
CONC. PAVEMENT, THICKEN EDGE, TYP.
112" 112"
DRAINAGE STONE WRAPPED IN
FILTER FABRIC, OVERLAP AT
TOP, TYP.
2'-0" MIN.
TYP.
COMPACTED, IMPORTED
STRUCTURAL FILL
1' -0
CI713
LAYOUT LINE (CENTER LINE)
GRAVEL BACKFILL WITH
PERF. FOOTING DRAIN,
HOLES DOWN, W/F.F.
SOCK (3 HOLE PERF.
PATTERN), TYP. SEE
DRAINAGE PLANS
APPLY WATER PROOF
MEMBRANE AND DIMPLE
DRAINAGE BOARD BELOW
GRADE ON FOUNDATION AND
FOOTING, TYP.
REINFORCED CONCRETE
FOUNDATION AND
FOOTING; SEE
STRUCTURAL DRAWINGS
BOTTOM OF
FOOTING
VARIES
SEE
CI701-CI708
8"
8"
5'-0" MIN.
TYP.
ROUNDED STONE, MATCH
EXISTING, TYP.
DT502
TOP OF FOOTING
VARIES
SEE CI701-CI708
CI711
CI710
CI710
VA
RI
ES
CI713
CI711
CI713
CI710
CI712
DT506
1'-4"
FOUNDATION BELOW
CAVITY
3/8" BACKERROD &
SEALANT JOINT, TYP.
COORDINATE POINT FOR
LAYOUT SEE PLAN
ENLARGEMENTS
CUT PIER BASE
STONE TYPE A
CUT PIER BASE
STONE TYPE C
NOTES:
1. DIMENSIONS SHOWN ARE
FOR CONCRETE
FOUNDATIONS UNLESS
OTHERWISE INDICATED.
2. ANGLES ARE FOR
REFERENCE ONLY.
3. PIER BASE STONE TYPES
SHOWN ON ELEVATIONS.
STONE DETAILS SEE CI711.
4. SEE COLUMBARIUM LAYOUT
ENLARGEMENT PLAN FOR
CONCRETE PAVEMENT
LAYOUT INFORMATION.
1'-9316" 858"
2'-513 16"
4'-1158"
1'-9316"858"
2'-513 16"
8"
2' -03
8"
8"
3' -25
8"
EDGE OF WALK
MORTAR SOLID BEHIND
BASE STONE ONLY
.00
TYP.
3/8" MORTAR
JOINT
3/8" MORTAR JOINT
RECESSED S.S. WELD
PLATES ABOVE, TYP.
LAYOUT LINE, TYP.
2' -6
CAP ABOVE, TYP.
CUT PIER BASE
STONE TYPE A
CUT PIER BASE
STONE TYPE B
CUT PIER BASE
STONE TYPE C
3/8" MORTAR JOINT
CI711
CI711
CI7111
CI711
CI711
±7 1 2"
SE
E
NO
TE 4
91316"
TOP OF FOOTING
VARIES
SEE CI701-CI708
BOTTOM OF
FOOTING VARIES
SEE CI701-CI708
EQ. (2'-51316")
4'-1158"
858" 858"
TOP OF PIER CORE /
NICHES
VARIES
SEE CI701-CI708
TOP OF CAP VARIES
TOP OF
FOUNDATION
VARIES
SEE CI701-CI708
FINISH GRADE
VARIES
CI709
EQ. (1'-9316") EQ. (1'-9316")
CL
LAYOUT LINE (CENTER LINE)
CUT LIMESTONE CAP; CENTER ON
PIER, ALIGN WITH WALL CAPS
CONTINUOUS DRIP SLOT, ALL OVERHANGS, TYP.
RECESSED S.S. WELD PLATES, TYP.
3/8" MORTAR JOINT, TYP.
NOM. 4" THICK HAND DRESSED
STONE VENEER, TYP.
1/2" MORTAR JOINT BETWEEN CUT STONE
BASE AND FOUNDATION/SHELF, TYP.
CUT LIMESTONE PIER BASE STONE, TYP.
316 S.S. MASONRY ANCHORS, BASIS OF
DESIGN H&B DW-10, 12 GAUGE, W/ 4" LENGTH
BY 1/4"Ø HEAVYWEIGHT VEE BYNA-TIE, MAX.
16" HOR. X 16" VERT. SPACING, TYP.
MORTAR SOLID BEHIND BASE STONE ONLY
CAVITY, TYP.
TPO FLASHING WITH MORTAR NET, WEEPS,
TERMINATION BAR, MASTIC, AND CORNER
BOOTS. BASIS OF DESIGN MORTAR NET
SOLUTIONS TOTAL FLASH CAVITY WALL
DRAINAGE SOLUTION, THERMOPLASTIC
POLYOLEFIN (TPO), 24" SIZE, WITH S.S. DRIP
EDGE, AND S.S. TERMINATION BAR WITH LIP
AND MORTAR NET SOLUTIONS CORNER BOOTS
AND CORNER S.S. FLASHING, INSTALL PER
MANUFACTURERS' RECOMMENDATIONS, TYP.
APPLY WATER PROOF
MEMBRANE AND
DIMPLE DRAINAGE
BOARD BELOW GRADE
ON FOUNDATION AND
FOOTING, TYP.
9"
FILTER FABRIC, TYP.
CONC. PAVEMENT,
THICKEN EDGE, TYP.
REINFORCED CONCRETE
FOUNDATION AND
FOOTING; SEE
STRUCTURAL DRAWINGS
CI709
TWO (2) - 1/2"Ø X 6" TYPE 304 S.S. DOWEL, INSTALL
TYPE N MORTAR INTO CONCRETE, LOOSE FIT PIN
INTO CAP, TYP.
EPDM MEMBRANE (45 MIL) OVER ENTIRE TOP
OF PRECAST UNITS & PIER CORES
COMPACTED, IMPORTED
STRUCTURAL FILL
GRAVEL BACKFILL WITH
PERF. FOOTING DRAIN,
HOLES DOWN, W/F.F. SOCK
(3 HOLE PERF. PATTERN),
TYP. SEE DRAINAGE PLANS
NOTE:
PROVIDE SACK RUBBED FINISH
ON ALL EXPOSED FOUNDATION
TO 6" BELOW PROPOSED
FINISHED GRADE.
1'-0" MIN.
TYP.
EQ. (2'-51316")5'-0" MIN.
TYP.
DT502
CI710
1' -0
3' -6
" M
IN
. S
EE
E
LE
VA
TI
O
NS
F O
R
BO
TT
O
M O
F
FO
O
TI
NG
IN
FO
RM
AT
IO
N
REINFORCED CONCRETE PIER CORE
PARTIAL EPOXY GROUT BED; CAP SUPPORT
SHALL BE PROVIDED AT 1'-0" O.C. MAX.
DRAINAGE STONE
WRAPPED IN FILTER
FABRIC, OVERLAPPED
AT TOP, TYP.
CI713
CI712
DT506
1'-4"
FOUNDATION BELOW
CAVITY
3/8" BACKERROD &
SEALANT JOINT, TYP.
SMOOTH CUT STONE
VENEER, TYP.
HAND DRESSED STONE
VENEER, TYP.
COORDINATE POINT FOR
LAYOUT SEE PLAN
ENLARGEMENTS
CUT BASE STONE
BELOW, TYP.
CUT STONE
BASE JOINT
BELOW
1'-9316"
2'-213 16"
558"
2'-51316"
4'-1158"
1'-9316"558"
2'-213 16"
2'-51316"
8"
2' -6
2' -03
8"
8" 3"
2' -1
8"
3' -25
8"
91316"
EDGE OF WALK
RECESSED S.S. WELD
PLATES ABOVE
CAVITY BEHIND STONE
VENEER, TYP.90
.00
TYP.
NOTES:
1. DIMENSIONS SHOWN ARE
FOR CONCRETE
FOUNDATIONS UNLESS
OTHERWISE INDICATED.
2. ANGLES ARE FOR
REFERENCE ONLY.
3. EPDM MEMBRANE (45 MIL)
OVER ENTIRE TOP OF
PRECAST NICHE UNITS &
PIERS.
LAYOUT LINE
CAP ABOVE, TYP.
3" 3"
CI709
JGS JDB
COLUMBARIUM SECTION DETAILS
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
IM
C
FM
0-
IG
A
P /C
FM
0-
IG
A
P _A
R C
H _2
0_
Li nk ed M od el
.rv t
1/
/2
1:
:2
P
M
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028PHASE 5 DEVELOPMENT
# Revisions Date 2.18.2022
RFP DOCUMENTS
02-18-2022
1'0 6"3"1" = 1'-0"
COLUMBARIUM NICHE SECTION1 1'0 6"3"1" = 1'-0"
COLUMBARIUM PIER SECTION2
1'0 6"3"1" = 1'-0"
COLUMBARIUM PIER PLAN SECTION 13
1'0 6"3"1" = 1'-0"
COLUMBARIUM PIER PLAN SECTION 24
DWG 129 of 302
AE WORKS®
1/4"Ø HOLE
CAST-IN-PLACE
(TYP.)
1' -1
0"
90.0°LAYOUT
LINE
10'-1 12"
10 NICHE COLUMNS. SEE ELEVATIONS.
2" 1'-10"
1' -21 2"
AT
B
AC
K, T
YP
1'-8" TYP.
11 2"@ F
RO
NT
TY
P.
1' -3
F
RO
NT
TY
P.
5 NICHE HIGH PRECAST COLUMBARIUM UNIT
(SECTION)
2"
4"
@ BACK
2"
@ BACK
8"
1'-0"
℄ TO ℄
TYP.
2"@
FRONT, TYP.
2" 1'
-8
5 NICHE HIGH PRECAST COLUMBARIUM UNIT
CLOSED-CLOSED END (PLAN)
2"@
FRONT
TYP.
NOTES:
1. ALL EXPOSED CONCRETE (NICHE FRONTS)
SHALL BE GROUND OR PATCHED SMOOTH;
APPLY COLOR COAT AS SPECIFIED PRIOR TO
NICHE COVER INSTALLATION. PROVIDE
SUBMITTAL.
2. RECESS WELD PLATES. SIZE, NUMBER, &
ATTACHMENT LOCATION SHALL BE AS PER
MANUFACTURER'S RECOMMENDATION.
PROVIDE SHOP DRAWINGS FOR APPROVAL.
3. JOINTS BETWEEN UNITS SHALL BE SEALED,
WITH BACKER ROD AND SEALANT.
4. VA PROVIDED NICHE COVERS, CONTRACTOR
INSTALLED.
11 2"
F
RO
NT
7' -0
" O
VE
RA
LL
H
EI
G
HT
1' -41 2"
℄ T O
1' -3
F
RO
NT
11 2"
F
RO
NT
1'-0"
℄ TO ℄
TYP.
11 2"
F
RO
NT
2" @
FRONT
1'-0"
℄ TO ℄
TYP.
5 NICHE HIGH PRECAST COLUMBARIUM UNIT
(ELEVATION)
8" JNT.
FA
CE
O F
PR
E-
CA
ST
CO
NC
. U
NI
T
2"
@ FRONT
2"
@ FRONT
FIELD DRILL HOLE
FOR 1/2" Ø S.S. PIN
(SEE INSTALLATION
DETAILS), TYP.
RECESSED WELDPLATE ABOVE;
STAINLESS STEEL, 1/4" MIN.
THICKNESS; ATTACH WITH WELD
PLATES SIDE TO SIDE, REAR TO
REAR AND END TO PIER; PROVIDE
SHOP DRAWINGS.
ALIGN WEB CENTERLINES ON BACK
TO BACK NICHE UNITS. (TYP.)
TYPICAL PRE-CAST CONC.
COLUMBARIUM UNIT; (STEEL
REINFORCING NOT SHOWN FOR
CLARITY); CONTRACTOR SHALL
SUBMIT SHOP DRAWINGS FOR
APPROVAL WITH PRECAST AND
CAST-IN-PLACE ATTACHMENTS
1/4"Ø HOLE CAST-IN-PLACE (TYP.)
FIELD DRILL HOLES FOR 1/2"
PINS, RECESS AND EPOXY
GROUT FLUSH WITH INSIDE,
TYP.
(2) RECESSED WELDPLATES AT EA.
JOINT; STAINLESS STEEL, 1
4" MIN.
THICKNESS; PROVIDE SHOP DRAWINGS
PRE-CAST CONC.
COLUMBARIUM UNIT
NICHE COVER ATTACHMENT;
SEALANT AND
BACKER ROD JOINT
SEALANT AND
BACKER ROD
JOINT
CL CL
CL
10"
TYP.
CL
C L C L
C L C L
DOUBLE-SIDED COLUMBARIUM WALL
PLAN (TOP)
DOUBLE-SIDED COLUMBARIUM WALL
TO PIER PLAN (TOP)
SECTION (TOP)
FINISHED INSTALLATION
SHALL BE FLUSH WITH
CONCRETE OR RECESSED
TO NOT BE IN CONTACT
WITH CAPS.
(1) 3"X9"X1/4" TOP
S.S. WELD PLATE
NICHE WALL
(BELOW)
EDGE OF PRE-CAST
NICHE UNIT
EDGE OF CONC. PIER
CORE
(4) 3"X6"X1/4" S.S.
WELD PLATES CAST
INTO PRECAST
NICHE UNITS, TYP.
(1) 6"X6"X1/4" S.S. WELD
PLATES CAST INTO PIER,
TYP.; MANUFACTURER
PROVIDED
(2) 3"X6"X1/4" S.S.
WELD PLATES CAST
INTO PRECAST
UNIT, TYP.
TOP OF NICHE UNIT, TYP.
TOP S.S. WELD PLATE
TOP OF WELD PLATE
MATERIALS SHALL BE
FLUSH WITH CONCRETE
OR BELOW CONCRETE
SURFACE
S.S. WELD PLATE CAST INTO
PRE-CAST UNIT
4" STUBS
JOINT BETWEEN
PRE-CAST UNITS
(1) 3"X13"X1/4" S.S. TOP
WELD PLATE, TYP.;
MANUFACTURER PROVIDED
NICHE WALL
(BELOW)
EDGE OF PRE-CAST
NICHE UNIT
DOUBLE-SIDED COLUMBARIUM WALL
PLAN AT FOUNDATION JOINT (TOP)
(1) 3"X5"X1/4" TOP
S.S. WELD PLATE
(4) 3"X6"X1/4" S.S.
WELD PLATES CAST
INTO PRECAST
NICHE UNITS, TYP.
NICHE WALL
(BELOW)
EDGE OF PRE-CAST
NICHE UNIT
(1) 3"X5"X1/4" TOP
S.S. WELD PLATE
1/
4"
TY
P.
1"
TYP.
1/
4"
TY
P.
TYP. CONDITION AT TOP
OF PRECAST UNIT
SEE SPECIFICATIONS FOR REQUIREMENTS FOR ROSETTE
SCREW ATTACHMENT AND ALIGNMENT IN TOP ROW
RECESSED HOLE
CAST-IN-PLACE TO
ACCOMMODATE
CARRIAGE BOLT FLUSH
WITH TOP OF PRECAST
UNIT
S.S. CARRIAGE BOLT,
LOCK WASHER & HEX
NUT 1/4" X 1 3/4"
HEAD OF CARRIAGE
BOLT TO BE FLUSH
WITH TOP OF PRECAST
1/4" X 3" S.S.
THREADED ROD,
LOCK WASHER &
HEX NUT (TYP.)
PLASTIC SHIMS,
TYP.
1/4" Ø HOLE
CAST-IN-PLACE
(TYP.)
MOUNTING
BRACKET (TYP.)
3/4" Ø NEOPRENE
WASHER (TYP.),
BEHIND ROSETTE
ROSETTE &
TAMPER-PROOF HEAD
BOLT (TYP.)
V.A. PROVIDED
NICHE COVERS W/
PRE-DRILLED 3/8" Ø
HOLES TO ACCEPT
ROSETTE & BOLT;
CONTRACTOR
PROVIDED AND
INSTALLED
1/4" X 1 3/4" S.S.
EXPANSION BOLT,
LOCK WASHER &
HEX NUT (TYP.)
1/4" Ø HOLE
CAST-IN-PLACE
TYP. CONDITION AT BOTTOM
OF PRECAST UNIT
TYP. CONDITION AT INTERMEDIATE SHELVES
OF PRECAST UNIT
CI710
CI710
1" Ø
NOTE:
WASHER THICKNESS AS NECESSARY TO ENSURE EDGE OF
ROSETTE DOES NOT TOUCH NICHE COVER WHEN FULLY
TIGHTENED. ROSETTE CAN NOT BE MORE THAN 1/16" AWAY
FROM NICHE COVER WHEN FULLY TIGHTENED.
FRONT ELEV.
SECTION
STAINLESS STEEL ROSETTE
(VA STANDARD), SATIN FINISH,
PROVIDE PRODUCT LITERATURE.
3/4" TO 7/8" O.D. WHITE OR
CLEAR NEOPRENE WASHER
10-24 X 1 3/4" LENGTH STAINLESS STEEL
TAMPER-PROOF BOLT, MATCH EXISTING
(SNAKE-EYE HEAD) BUTTON HEAD
4"
1 2"
1"
112"
12"
114"
4"
SIDE VIEW FRONT VIEW
CL
2"
34"14"
114"
PLAN VIEW
STAINLESS STEEL
THREADED SPRING-CLIP TO
RECEIVE ROSETTE BOLT
5/16" X 3/4"
SLOTS
3/32" THICK
STAMPED
STAINLESS STEEL
ANGLE W/ (2) SLOTS CL CL
CI710
JGS JDB
COLUMBARIUM DETAILS
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
IM
C
FM
0-
IG
A
P /C
FM
0-
IG
A
P _A
R C
H _2
0_
Li nk ed M od el
.rv t
1/
/2
1:
:2
P
M
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028PHASE 5 DEVELOPMENT
# Revisions Date 2.18.2022
RFP DOCUMENTS
02-18-2022
1'0 6"3"1" = 1'-0"
PRECAST COLUMBARIUM NICHE UNITS1
NTS
WELD PLATE DETAILS2
NTS
NICHE COVER ATTACHMENT3
NTS
MOUNTING BRACKET DETAIL4 NTS
ROSETTES5
DWG 130 of 302
AE WORKS®
ELEVATION A1
SECTION A
PLAN
SAWN BLANK
EDGE, TYP.
INDIANA
LIMESTONE
65 8"
ARRIS LINE
2'-758"
35 8" 3"
A1
A2
ELEVATION A2
SAWN BLANK EDGE,
TYP.
81 2"
3" 51 2"
2'-734"
A281 2"
8"
3"35 8"
3" 51 2"
SAWN BLANK
EDGE, TYP. SMOOTH
FINISH
81 2"
8"
8"35
8"
3" 51 2"
SAWN BLANK
EDGE, TYP.
SMOOTH
FINISH
A
SMOOTH
FINISH, TYP.
A
SMOOTH
FINISH
CUT INDIANA
LIMESTONE, TYP.
NOTE:
ALL EXPOSED TO VIEW STONE FACES
TO HAVE SMOOTH FINISH; SAWN
FINISH TOP, BOTTOM, & BACK.
SMOOTH
FINISH
ELEVATION
9"
5'-09 16"
WOODBURY
GRANITE
A
3/8" MORTAR JOINT, COLOR TO
MATCH EXISTING
COLUMBARIUM MORTAR, TYP.
3/8" SEALANT JOINT WITH
BACKER ROD (NO MORTAR)
FINISH GRADE AT
FACE OF STONE
WALL BASE STONE
WALL BASE STONE
PRECAST
NICHE UNIT
ROSETTE
NICHE COVER
3/8" SEALANT JOINT WITH BACKER ROD
FOUNDATION CONCRETE CONTROL JOINT. ALIGN CONTROL
JOINTS WITH PRECAST NICHE JOINTS. SEE STRUCTURAL
DRAWINGS FOR JOINT DETAIL. COORDINATE JOINT LOCATIONS
WITH PRECAST NICHE UNIT SHOP DRAWINGS. LOCATIONS +/- 1/8"
TOLERANCE
WALL TOF
VARIES
SHELF
VARIES
PRECAST NICHE UNIT
SEALANT JOINT WITH
BACKER ROD
FOUNDATION CONCRETE CONTROL JOINT (BEHIND)
NOTE:
PROVIDE MORTAR JOINT
BETWEEN WALL BASE STONES
EXCEPT AS NOTED IN THIS DETAIL.
WEEP VENT, COLOR TO
MATCH SEALANT, TYP.
SAWN
FINISH FINISH OF
EXPOSED TO
VIEW FACE TO
MATCH FINISH
OF NICHE
COVERS, TYP.
SECTION A
9"
1"
SAWN
FINISH
SAWN
FINISH
ELEVATION A1
PLAN
INDIANA
LIMESTONE
SMOOTH
FINISH, TYP.
SAWN BLANK
EDGE, TYP.
65 8"
ARRIS LINE
4'-1158"
4'-558"
35 8" 3"
A1
A2
SAWN BLANK
EDGE, TYP.
81 2"
3" 51 2"
4'-1158"
3"
3"
4'-558"
A2
A
3"
3"
A
SECTION A ELEVATION A2
81 2"
8"
3"35 8"
3" 51 2"
SAWN BLANK
EDGE, TYP.
SAWN
FINISH
SMOOTH
FINISH
SAWN
FINISH
81 2"
8"
8"35
8"
3" 51 2"
SAWN BLANK
EDGE, TYP.
SMOOTH
FINISH
CUT
INDIANA
LIMESTONE,
TYP.
SMOOTH
FINISH
NOTE:
ALL EXPOSED TO VIEW STONE FACES
TO HAVE SMOOTH FINISH; SAWN
FINISH TOP, BOTTOM, & BACK.
SMOOTH
FINISH
ELEVATION A1SECTION A
PLAN
INDIANA
LIMESTONE
8"
A1
81 2"
8"
81 2"
8"
SMOOTH
FINISH
A
SMOOTH
FINISH
A
35 8"
CUT
INDIANA
LIMESTONE,
TYP.
NOTE:
ALL EXPOSED TO VIEW STONE FACES
TO HAVE SMOOTH FINISH; SAWN
FINISH TOP, BOTTOM, & BACK.
STONE VENEER SCHEDULE
STONE TYPE ACTUAL SIZE OF STONE (H X L)
A 11 5/8" X 1'-9 5/8" B 3 5/8" X 3 5/8" C 3 5/8" X 5 5/8" D 3 5/8" X 7 5/8" E 3 5/8" X 9 5/8" F G H I J
3 5/8" X 11 5/8" 3 5/8" X 1'-1 5/8" 5 5/8" X 3 5/8" 5 5/8" X 5 5/8" 5 5/8" X 7 5/8" 5 5/8" X 9 5/8" 5 5/8" X 11 5/8"
K L M N O P Q R S T U V W X Y Z
NOT USED
5 5/8" X 1' 3 5/8" 7 5/8" X 5 5/8" 7 5/8" X 7 5/8" 7 5/8" X 9 5/8" 7 5/8" X 11 5/8" 7 5/8" X 1' 1 5/8" 7 5/8" X 1' 3 5/8" 7 5/8" X 1' 5 5/8" 9 5/8" X 5 5/8" 9 5/8" X 7 5/8" 9 5/8" X 9 5/8" 9 5/8" X 11 5/8" 9 5/8" X 1' 3 5/8"
NOT USED
NOT USED
AA
BB
9 5/8" X 1' 7 5/8"CC
DD
EE
FF
GG
HH
11 5/8" X 5 5/8" 11 5/8" X 7 5/8" 11 5/8" X 9 5/8" 11 5/8" X 11 5/8" 11 5/8" X 1' 1 5/8"
11 5/8" X 1' 5 5/8"II
JJ NOT USED
KK 1' 1 5/8" X 1' 7 5/8"
LL 1' 3 5/8" X 9 5/8"
MM 1' 3 5/8" X 11 5/8"
D E C DD
R
F
D
R
F
D
Y
P
R
W
L
CB
II
E DG
O P
IHHA
K
F
B
H
H W Z
N
P L
J
Q V
Z
I X
B
B
H
D
D
I W
Y L
P
FF
CB
B
Y L
D
B
C P
K
MM
R
DD
T
X X
LD
X
Y C E
C Q
CC
T
D C
B
B D
E Q
S L
L
L
D
EE
T
DB
I
LL NK
D
B
G
H
DKK
J
B J L
P
D
NL
EE
L
L
Y
D
J
R
J
Y
X
C B
BC
I
GG
I L
CC
Z
L
E U
J I
I JL
Y O
C
AC
O
HHA
O
C
HHA 11 5/8" X 1' 3 5/8"
Z
NOTES:
1. SEDIMENTARY LEVELS OF STONE TO BE SET HORIZONTAL.
2. ALL STONE VENEER IS CUT AND FINISHED AS INDICATED.
3. ENGRAVING TO BE DONE ON SMOOTH FACE STONE VENEER.
4. HAND DRESSED FINISH REQUIRES LARGER SAWN BLANK STONE DIMENSIONS.
5. STONE VENEER TYPE 'A' IS SMOOTH FACE AND ENGRAVED ONLY ON THE
ROADSIDE END OF COLUMBARIUM PIER (AS SHOWN BELOW); PROVIDE HAND
DRESSED FINISH AND NO ENGRAVING ON OPPOSITE PIER.
SMOOTH FACE OF STONE
VENEER, TYP.
HAND DRESSED FACE OF
STONE VENEER, TYP.
1 1/2" ENGRAVED ROW I.D., TYP.
6" ENGRAVED
WALL I.D., TYP.
8" ENGRAVED
COLUMBARIUM I.D.
NI
CH
E W
AL
L
NI
CH
E W
AL
L
CUT BASE STONE, TYP.
11 2"
NOTE:
ALL LETTERS AND
NUMBERS TO MATCH
EXISTING COLUMBARIUM
FONT (HELVETICA) TYP.
PROVIDE SAMPLES OF ALL
TYPES OF ENGRAVINGS
SEE SPECIFICATIONS.
2"
TYP.
3/ 4"
M
IN
3/ 4"
M
IN
CENTER ENGRAVED LETTER ON CENTER
OF COLUMBARIUM NICHE COVER, TYP.
VA
RI
ES
SE
E
ST
O
NE
V
EN
EE
R
EL
EV
AT
IO
N
EDGE OF CUT STONE
VENEER, TYP.
HAND
DRESSED
STONE
VENEER EDGE
AL
IG
N
CE
NT
ER
O F
EN
G
RA
VE
D
LE
TT
ER
S
COLUMBARIUM NICHE
COVER BEYOND
ENGRAVED
LETTER
CI711
SMOOTH FACE
STONE
VENEER
FACE OF PRECAST
NICHES BEYOND
±15 8"
1"
MIN.
CI711
JGS KMK
COLUMBARIUM STONE DETAILS
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
IM
C
FM
0-
IG
A
P /C
FM
0-
IG
A
P _A
R C
H _2
0_
Li nk ed M od el
.rv t
1/
/2
1:
:2
P
M
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028PHASE 5 DEVELOPMENT
# Revisions Date 2.18.2022
RFP DOCUMENTS
02-18-2022
8"0 4"2"
8"0 4"2"
8"0 4"2"8"0 4"2" 2"0 1"
1'0 6"3"
1-1/2" = 1'-0"
WALL BASE STONE ( BELOW NICHES)41-1/2" = 1'-0"
PIER BASE STONE TYPE C3
1-1/2" = 1'-0"
PIER BASE STONE TYPE B2
1-1/2" = 1'-0"
PIER BASE STONE TYPE A1
6" = 1'-0"
STONE VENEER WITH ENGRAVED ROW I.D.7 NTS
ENGRAVED LETTER8
1" = 1'-0"
STONE VENEER ELEVATION6
NTS
BASE STONE JOINTING DETAIL (AT CONCRETE CONTROL JOINT ONLY)5
DWG 131 of 302
AE WORKS®
2'-3" 2'-3"
2" 6"8"
4" 43
4"
4'-6"
CL
BEVEL EDGE,
TYP.
WASH
WASH
CONTINUOUS
DRIP SLOT,
TYP.
CI712
PIER CAP
BEYOND, TYP.
CI712
5'-2"
2'-7" 2'-7"
2" 6"8"
BEVEL
EDGE, TYP.
CONTINUOUS
DRIP SLOT, TYP.
WASH
WASH
CL
CI712
CI712
11 2"
2"1
2"1 4"
3 8"
EDGE OF CAP
CONTINUOUS
DRIP SLOT
W
AS
H W
AS
H
W
AS
H W
AS
H
WASH
ARRIS LINE, TYP.
CENTER LINE OF
CONTINUOUS
DRIP SLOT
UNDERSIDE OF
CAP, TYP.
BUFF INDIANA
LIMESTONE
CAP, SMOOTH
FINISH
2' -7
2'
-7
5' -2
EQ. EQ.
3'-758"
.00
TYP.
CAP A
1'-815 16"
5'-49 16"
2' -3
2'
-3
4' -6
3'-1158"
W
AS
H W
AS
H
CI712
ARRIS LINE, TYP.
CENTER LINE
OF
CONTINUOUS
DRIP SLOT
UNDERSIDE OF
CAP, TYP.
BUFF INDIANA
LIMESTONE
CAP, SMOOTH
FINISH
.00
TYP. 90
.00
TYP.
2' -3
2'
-3
4' -6
CI712
4'-09 16"
ARRIS LINE, TYP.
CENTER LINE
OF
CONTINUOUS
DRIP SLOT
UNDERSIDE OF
CAP, TYP.
BUFF INDIANA
LIMESTONE
CAP, SMOOTH
FINISH
W
AS
H W
AS
H
CAP B CAP C
.00
TYP.
2' -3
2'
-3
4' -6
CI712
3'-09 16"
ARRIS LINE, TYP.
CENTER LINE
OF
CONTINUOUS
DRIP SLOT
UNDERSIDE OF
CAP, TYP.
BUFF INDIANA
LIMESTONE
CAP, SMOOTH
FINISH
W
AS
H W
AS
H
2' -3
2'
-3
4' -6
CAP D
CI712
CI712
CI712
JGS KMK
COLUMBARIUM STONE CAP
DETAILS 1
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
IM
C
FM
0-
IG
A
P /C
FM
0-
IG
A
P _A
R C
H _2
0_
Li nk ed M od el
.rv t
1/
/2
1:
:2
P
M
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028PHASE 5 DEVELOPMENT
# Revisions Date 2.18.2022
RFP DOCUMENTS
02-18-2022
Scale: 3"=1'-0" TYPICAL WALL CAP SECTION1 Scale: 3"=1'-0"
TYPICAL PIER CAP SECTION2 Scale: 1'-0"=1'-0"
CONTINUOUS DRIP STRIP AND BEVELD EDGE3
Scale: 1"=1'-0"
CAP PLANS4 1'0 6"3"
0 4"1" 2" 0 4"1" 2" 0 1"
DWG 132 of 302
AE WORKS®
NOTES:
1. RECOMMEND CONTRACTOR USE TEMPORARY
PAINTERS' TAPE TO CREATE THE APPEARANCE OF A
UNIFORM JOINTS (CLEAN, STRAIGHT) EVEN IF THERE IS A
VARIATION IN THE ACTUAL GAP BETWEEN THE BOTTOM
OF THE CAP AND THE TOP OF THE NICHE.
2. WELD PLATE AND WELDS SHALL BE FLUSH TO 1/8" MAX
ABOVE THE TOP OF THE PRECAST NICHE UNITS, TYP.
WELD PLATES ARE BELOW EPDM MEMBRANE.
3. ENSURE TO PLACE GROUT BLOBS UNDER CAP AS
SHOWN ON CAP SETTING PLAN DETAIL.
FACE OF CAP
FACE OF COLUMBARIUM NICHE
COVER
PRECAST COLUMBARIUM UNIT
FIELD-DRILLED HOLE TO ACCEPT S.S.
PINS (AFTER CAPS ARE SET); TWO (2)
PINS PER CAP; PIN IS LOOSE-FIT IN CAP;
PLUG HOLE END W/ NON-SHRINK GROUT,
FLUSH W/PRECAST NICHE SURFACE.
HOLE SHALL BE NOT GREATER THAN 1/8"
IN DIAMETER THAN PIN.
3/ 8"
3/
SETTING JOINT WITH
BACK TO BACK UNITS.
SURFACE OF SEALANT TO BE CONCAVE
ENSURE CLEAN STRAIGHT LINE. RECOMMEND USE OF
PAINTERS TAPE 1/16" FROM EDGE AS A TEMPORARY
GUIDE. (USE AS RECOMMENDED BY MANUFACTURER)
0'-3/4"
RECESSED S.S. WELD
PLATES
TAPE
TAPE
WALL LAYOUT LINE
FOR ALL CAP DRIP SLOTS REFER
TO SPECIFICATIONS, TYP.
NICHE COVER
ATTACHMENT, TYP.
EXPOSED EDGE
OF PRECAST
UNIT
EPDM 45 MIL. MEMBRANE OVER ENTIRE TOP OF PRECAST
UNITS AND PIERS. MAINTAIN 1/4" FROM EXPOSED EDGE OF
PRECAST UNIT
EPDM MEMBRANE (45 MIL) OVER ENTIRE
TOP OF PRECAST UNITS & PIERS, TYP.
BACKER ROD & SEALANT; CONTINUOUS AT ALL EXPOSED JOINTS. SEALANT
JOINT DEPTH SHALL BE PER MANUFACTURER'S RECOMMENDATIONS, TYP.
PLASTIC SHIMS; 4 LOCATIONS EACH CAP. SET SHIMS CENTERED OVER
PRECAST NICHE UNITS VERTICAL WEBS, AND A MINIMUM OF 3/4" FROM
EXPOSED EDGE OF PRECAST NICHE UNIT
HONEYCOMB POLYPROPYLENE WEEP VENT; SURFACE OF VENT TO BE
FLUSH WITH NICHE FACE; SEE DETAIL 2 ON CI713 FOR ADDITIONAL
INFORMATION.
3/8"
3 8"
O F
NI
CH
E W
EB
CAP
3/4" WIDE SAWN-CUT
WEEP VENT CENTERED ON
CAP JOINT ENSURE CLEAN
STRAIGHT EDGES PER
APPROVED MOCKUP.
BACKER ROD AND SEALANT AT ALL
EXPOSED JOINT, TYP.
PLASTIC SHIMS BEHIND WEEP VENT; 4 LOCATIONS
EACH CAP MIN.; ALL SHIMS TO OCCUR OVER
PRECAST COLUMBARIUM VERTICAL WEBS
SEALANT CONTINUOUS UP
TO WEEP VENT, TYP.
PRECAST COLUMBARIUM
VERTICAL WEB
ENSURE CLEAN STRAIGHT LINE. RECOMMEND USE OF
PAINTERS TAPE 1/16" AS A TEMPORARY GUIDE (USE AS
RECOMMENDED BY MANUFACTURER)
SURFACE OF SEALANT TO
BE FLUSH
BACKER ROD AT
CAP OVERHANG
NICHE COVER ATTACHMENT
ALIGN CENTER LINE OF CAP JOINT WITH CENTER
LINE OF PRE-CAST CONC. COLUMBARIUM UNIT
NICHE WEB OR ALLIGN CENTER LINE OF CAP JOINT
WITH CENTER LINE OF COLUMBARIUM UNIT NICHE
JOINT.
TAPE, TYP.
TEMP. PAINTER'S TAPE TO CREATE UNIFORM JOINT
APPEARANCE (CLEAN, STRAIGHT)
NOTES:
1. ALIGN VERTICAL WALL BASE STONE JOINTS WITH VERTICAL CAP STONE JOINTS WHERE SHOWN ON COLUMBARIUM
ELEVATIONS. JOINTS SHALL BE CENTERED ON CENTERLINE OF NICHE WEB. WEEP VENTS SHALL BE PLACED AT EACH
VERTICAL CAP JOINT AND VERTICAL BASE STONE SEALANT JOINTS.
2. ALL JOINTS SHALL BE CLEAN & PRIMED PRIOR TO APPLYING SEALANT. APPLY APPROVED JOINT PRIMER IMMEDIATELY PRIOR TO SEALANT APPLICATION FOLLOWING CLEANING WHICH IS TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DEPTH OF SEALANT SHALL BE EQUAL TO WIDTH OF JOINT ±1/16" TYP. MANUFACTURER'S RECOMMENDATIONS GOVERN. BACKER ROD NOT MEETING THIS TOLERANCE SHALL BE REMOVED AND RESET BEFORE
APPLYING SEALANT.
EPDM MEMBRANE (45 MIL)
OVER ENTIRE TOP OF
PRECAST UNITS & PIERS
CI713
C L
CL
0'-10"
TYP.
CAP SHIMS (MIN. NUMBER SHOWN), TYP.
TOP OF PRE-CAST
COLUMBARIUM UNIT, TYP.
NICHE COVER, TYP.
CAP ABOVE, TYP.
TYPE N MORTAR GROUT BED FOR CAPS,
ABOVE NICHE WEBS, TYP.
CAP JOINT ABOVE, CENTERED ON OF
NICHE WEBBING, TYP.
NICHE WEBBING BELOW, TYP.
FIELD DRILLED HOLE (TWO (2) HOLES
AND TWO (2) PINS PER CAP SEGMENT) TO
RECEIVE S.S. PIN (DRILLED AFTER CAPS
HAVE BEEN SET); TYP.
VERTICAL COLUMBARIUM PRECAST
NICHE UNIT JOINT, TYP.
SEALANT JOINT WITH
BACKERROD ON TOP, TYP.
SEALED EDGE OF EPDM MEMBRANE
OVER ENTIRE TOP OF PRECAST NICHE
UNITS AND PIERS. MAINTAIN 1/4" FROM
EXPOSED EDGE OF PRECAST UNIT,
EXTEND EPDM MEMBRANE OVER TOP
OF ENTIRE CONCRETE PIER CORE,
TYP.
CL
SET CAP SHIMS BACK FROM FACE OF
PRECAST NICHE UNITS TO AVOID
CONFLICT WITH BACKER ROD AND
SEALANT JOINT. SHIMS TO ALIGN WITH
PRECAST NICHE UNIT VERTICAL WEBS
BELOW. NO SHIMS TO BE PLACED ON
UNSUPPORTED OPEN ENDED
PRECAST NICHE UNITS, TYP.
RECESSED WELD PLATES;
SEE WELD PLATE
ENLARGEMENT, TYP.
CI710
NOTES:
THOROUGHLY CLEAN TOP
OF PRECAST NICHE UNITS.
PROVIDE SHIMS AND
MORTAR AT MAXIMUM
SPACING SHOWN
REGARDLESS OF WHETHER
THE SUBSTRATE BELOW IS
PRECAST NICHE OR PIERS
0' -13
4" M
AX
TY
P.
CI710
RECESSED WELD PLATES;
SEE WELD PLATE
ENLARGEMENT, TYP.
CAP SHIMS, TYP.
CL
CI713
JGS JDB
COLUMBARIUM STONE CAP
DETAILS 2
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
IM
C
FM
0-
IG
A
P /C
FM
0-
IG
A
P _A
R C
H _2
0_
Li nk ed M od el
.rv t
1/
/2
1:
:2
P
M
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028PHASE 5 DEVELOPMENT
# Revisions Date 2.18.2022
RFP DOCUMENTS
02-18-2022
0 4"1" 2"2"0 1"
0 4"1" 2"3" = 1'-0"
CAP SETTING DETAIL SECTION1
6" = 1'-0"
CAP JOINTING DETAIL2 3" = 1'-0"
CAP SETTING PLAN3
DWG 133 of 302
AE WORKS®
WALL TOP OF
FOUNDATION
VARIES
2"
CONCRETE PAVEMENT WITH
THICKENED EDGE, TYP.
FILTER
FABRIC, TYP.
3/8" BACKER ROD &
SEALANT JOINT COLOR
TO BE DETERMINED
DURING SUBMITTAL
GRANITE BASE STONE
TO MATCH NICHE
COVERS MORTAR SOLID (EXCEPT AT
CONC. FNDN. VERT. JTNS.)
APPLY WATER PROOF MEMBRANE ON
FOUNDATION AND FOOTING, TYP.
1 2"
GRANITE NICHE COVER
COLUMBARIUM PIER, TYP.
PRECAST NICHE UNIT
ROSETTE
FINISH GRADE
VARIES
SHELF VARIES
PLASTIC SHIM
PIER TOP OF
FOUNDATION
VARIES
CONCRETE
FOUNDATION
NOTE:
SEE DETAILS ON CI711 FOR BASE
STONE INSTALLATION AT CONCRETE
CONTROL JOINTS.
2"1"ROUNDED
STONE,
MATCH
EXISTING
1' -0
" M
IN
TY
P.
2"
DIMPLE DRAINAGE BOARD, TYP.
DRAINAGE
STONE, TYP.
4" SOLID
PVC RISER
45° SWEEP
ELBOWS (2) MIN.
1'-0" MIN.
HDPE PERFORATED
PIPE (HOLES DOWN)
FOOTING DRAIN
PIPE
CONCRETE
FOUNDATION
CONCRETE
FOOTING
RECESSED
4" PVC
CLEANOUT
WITH PLUG
FINISH
GRADE
TOP OF
FOOTING
BOTTOM OF
FOOTING
2"
CI714
JGS JDB
COLUMBARIUM DRIP STRIP AND
UNDER DRAIN DETAILS
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
IM
C
FM
0-
IG
A
P /C
FM
0-
IG
A
P _A
R C
H _2
0_
Li nk ed M od el
.rv t
1/
/2
1:
:2
P
M
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028PHASE 5 DEVELOPMENT
# Revisions Date 2.18.2022
RFP DOCUMENTS
02-18-2022
0 4"1" 2"3" = 1'-0"
COLUMBARIUM WALL SHELF SECTION1
NTS
DRAINAGE CLEANOUT DETAILS2
DWG 134 of 302
AE WORKS®
CR
DC DC ES
72"
M
J 84"
J 84"
M D
XFMR-LPH
ABOVE
CONTINUED ON
ELECTRICAL
SITE PLAN
TELECOM
CABINET
PUMP HOUSE
P101
GROUND ROD
(TYPICAL)
SF-1
LPH-3
LPH-3
LPH-3
LPH-3
PHP
LPH-3
LPH-3 LPH
XFMR-LPH
PHP-7,9,11
LPH-3
LPH-3
LPH-2,4
AC-1
PHP-2,4,6
PCP
LPH-6
EF-1
LPH-5
CONTINUED ON
ELECTRICAL
SITE PLAN
30A/15A
LPH-3
LPH-3
XMFR-PH
TO GNSS MONUMENT
2" DIRECT BURIED COMMUNICATIONS
CONDUIT FROM GNSS CONTROL SYSTEM
CABINET TO GNSS ANTENNA
GNSS CONTROL
SYSTEM CABINET
468 469
471 472 473 474
4:1
4:1
4:1 2:1
10" P
A A
A M A
W
Q
Q
Q 2"
2"
2"
2"
I
M
M
M M
M
M
GNSS REFERENCE
SYSTEM MONUMENT
2" DIRECT BURIED HDPE COMMUNICATIONS
CONDUIT AT 24" DEPTH FROM GNSS CONTROL
SYSTEM CABINET TO GNSS MONUMENT
16'
30' R 30'R
692'R
708'R
N
PROJECT
NORTH
1" = 30'
PUMP HOUSE GNSS PLAN
0 30' 60'15'
GNSS NOTES:
1. REFER TO SPEC. SEC. 11 83 00 FOR GNSS REFERENCE SYSTEM REQUIREMENTS
2. TWO (2) GROUND RODS, 6' APART AT NEW GNSS RADIO ANTENNA. CONNECT GROUND RODS
WITH #6 AWG BARE COPPER AND MAKE GROUND CONNECTION TO REINFORCING STEEL IN
CONCRETE BASE, AND POLE.
3. REFER TO DRAWING NUMBER G-E101 FOR GIS RADIO REPEATER SITE DESIGN.
1" = 30'
GNSS SITE PLAN
0 30' 60'15'
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
GS-100
GNSS - PLANS
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
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JP CI
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date
Sprinkler Status
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
Architect/Engineer of Record
AE Works, LTD.
418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.aeworks.com
THE LA GROUP
SARATOGA SPRINGS, NY
(518) 587-8100
AL
TE
RN
AT
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DWG 300 OF 300
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, 1 :1
DWG 135 of 302
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FLAGPOLES
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FLAGPOLES
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MONUMENTS
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POSTS
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POSTS
X
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LP
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LPLP
LPLP
LP
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OHE OHE OHE OHE OHE OHE
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OHE OHE
OHE
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OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
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
OH
E
OH
E
OH
E
OH
E
OHE OHE OHE OHE OHE OHE
OHEOHE
OH
E
OH
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UNION TOWNSHIP, LEBANON COUNTY
MUNICIPAL BOUNDARY LINE
EAST HANOVER TOWNSHIP, LEBANON COUNTY
UNION TOWNSHIP, LEBANON COUNTY
APPROXIMATE TOWNSHIP LINE
EAST HANOVER TOWNSHIP, LEBANON COUNTY
FM
FM
INV.=468.96
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=517.56
INV. OUT =511.46
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
STORM INLET
GRATE=481.06
INV. IN (SW)=477.94
INV. IN (SE)=474.40
INV. OUT (NE)=474.40
STORM INLET
GRATE=484.18
INV. OUT (NE)=478.38
STORM INLET
GRATE=481.84
INV. IN (NW)=479.71
INV. OUT (NE)=479.20
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
STORM INLET
GRATE=482.49
INV. IN (SW)=478.54
INV. OUT (NW)=478.50
STORM INLET
GRATE=481.43
INV. OUT (E)=476.99
STORM INLET
GRATE=477.69
INV. OUT (SE)=473.83
STORM INLET
GRATE=477.67
INV. IN (NW)=473.19
INV. OUT (NE)=N/A SNOUT
YARD INLET
GRATE=475.14
INV. OUT(NE)=469.64
18" SLCPP
18"
SLC
PP
18"
SLC
PP
" S
LC
PP
18"
SLC
PP
" S
LC
PP
6" PVC
15" RCP
" R
CP
15" SLCPP
15" SLCPP
15" SLCPP
12" SLCPP
" S
LC
PP
12" SLCPP
12" SLCPP
" S
LC
PP
48" CMP
48" CMP
48" CMP
30' 30'
CL
30' 30'
CL
SINGLE WHITE LINE (TYP)
ROLLED ASPHALT CURB
SINGLE WHITE LINE (TYP)
ROLLED ASPHALT CURB
SINGLE WHITE LINE (TYP)
ROLLED CONCRETE CURB
CO
NC
RE
TE
SINGLE WHITE LINE (TYP)
ROLLED CONCRETE CURB
EX. ROLLED
CONCRETE
CURB (TYP.)
ROLLED CONCRETE CURB
ROLLED CONCRETE CURB
ROLLED CONCRETE CURB
EM
EM
EM
TR
TR
EM
EM
GRAVEL
SINGLE WHITE LINE (TYP)
ROLLED CONCRETE CURB
ROLLED CONCRETE CURB
STORM INLET
GRATE=499.77
INV. IN (SW)=495.91
INV. OUT (N)=495.74
" S
LC
PP
IN
V.
=4
.10
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
15"
SL
CPP
12"SLCPP
15" SLCPP
SL
CP
P
24" SLCPP
INV.=471.21
" S
LC
PP
24" SLCPP
" S
LC
PP
HYDRANT (TYP)
IRRIGATION ACCESS (TYP)
UNDERGROUND STORM
STRUCTURE SHOWN IN
"INDIANTOWN GAP NC
COLUMBARIUM DESIGN /
BUILD" SHEET 38 CG101
24" SLCPP
ORIGIN UNKNOWN
12" SLCPP
TERMINUS
UNKNOWN
21" RCP
INV.=477.73
GRAVEL
GR
AV
EL
DRAINAGE MANHOLE
RIM=513.15
INV. IN (SE)=508.95
INV. IN (W)=507.57
INV. OUT…
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