922CM3006_GANC_Bid Documents_Plans_123-133.pdf
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- Attached to
- Y1FE--36C78622R0020 | Georgia NC; Expansion Ph 2 Construction 922CM3006 (VA-21-00103342)
- Solicitation number
- 36C78622R0020
About this file
This federal contract opportunity is a solicitation for the expansion of the Georgia National Cemetery in Canton, Georgia. The solicitation seeks the construction of approximately 6,624 pre-placed double-depth crypts in 3'x8' plots, 362 oversized preplaced double-depth crypts in 5'x10' plots, 294 traditional full casket gravesites in 5'x10' plots, 6,944 in-ground cremation sites in 4'x4' plots, and 7,300 columbarium niches. Additionally, the solicitation requires associated site and infrastructure work. The solicitation number is 36C78622R0020 and was issued by the Department of Veterans Affairs National Cemetery Administration for the Georgia NC; Expansion Ph 2 Construction project located at 922CM3006 in Canton, Georgia. The solicitation details the requirements for expanding the cemetery facilities and infrastructure to accommodate additional interments.
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CI701
℄ 10 20 30
℄ A
B
C
D
E
A
B
C
D
E
35'-718" EDGE OF CAP TO EDGE OF CAP (+/-1/4" TOLERANCE)
CI713
32'-778" (INCLUDES (5) 3/8" JOINTS AT ENDS) (+/-1/8" TOLERANCE) (32 NICHE COLUMNS)
8 NICHE UNIT
(CLOSED/CLOSED)
8 NICHE UNIT
(CLOSED/CLOSED)
8 NICHE UNIT
(CLOSED/CLOSED)
8 NICHE UNIT
(CLOSED/CLOSED)
4" M
IN
8" M
AX
.FINISH GRADE
VARIES:
1106.12- 1105.76
CI713
TOP OF WALL:
1113.48
TOP OF
FOUNDATION:
1106.45
TOP OF SHELF:
1105.47
SIM.
TOP OF
FOOTING:
1104.38 CONC. JNT., TYP.CONC. JNT., TYP.
BOTTOM OF
FOOTING: 1103.05
E B C C
C C F C C B E
F
CI701
℄10 20 30
℄A
B
C
D
E
A
B
C
D
E
35'-718" EDGE OF CAP TO EDGE OF CAP (+/-1/4" TOLERANCE)
CI713
32'-778" (INCLUDES (5) 3/8" JOINTS AT ENDS) (+/-1/8" TOLERANCE) (32 NICHE COLUMNS)
8 NICHE UNIT
(CLOSED/CLOSED)
8 NICHE UNIT
(CLOSED/CLOSED)
8 NICHE UNIT
(CLOSED/CLOSED)
8 NICHE UNIT
(CLOSED/CLOSED)
4" M
IN
8" M
AX
. FINISH GRADE
VARIES:
1106.12- 1105.76
CI713
TOP OF WALL:
1113.48
TOP OF
FOUNDATION:
1106.45
TOP OF SHELF:
1105.47
SIM.
TOP OF
FOOTING:
1104.38CONC. JNT., TYP.CONC. JNT., TYP.
BOTTOM OF
FOOTING:
1103.05
E B C CC C F
C C B E
F
CI701
℄ 10 20 30
℄ A
B
C
D
E
A
B
C
D
E
35'-718" EDGE OF CAP TO EDGE OF CAP (+/-1/4" TOLERANCE)
CI713
32'-778" (INCLUDES (5) 3/8" JOINTS AT ENDS) (+/-1/8" TOLERANCE) (32 NICHE COLUMNS)
8 NICHE UNIT
(CLOSED/CLOSED)
8 NICHE UNIT
(CLOSED/CLOSED)
8 NICHE UNIT
(CLOSED/CLOSED)
8 NICHE UNIT
(CLOSED/CLOSED)
4- 5/
8"
8- 5/
8"FINISH GRADE
VARIES:
1106.07- 1105.71
CI713
TOP OF WALL:
1113.48
TOP OF
FOUNDATION:
1106.45
TOP OF SHELF:
1105.47
SIM.
TOP OF
FOOTING:
1104.38 CONC. JNT., TYP.CONC. JNT., TYP.
BOTTOM OF
FOOTING: 1103.05
E B C C
C C F C C B E
F
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
CHEROKEE COUNTY, GEORGIA
922CM3006
FEBRUARY 28, 2022 Dwg. of 178
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
GEORGIA NATIONAL CEMETERY
CONSTRUCTION DOCUMENTS
FOR PHASE 2
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Gordon
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
The LA Group
(518) 587-8100
RVi
(512) 480-0032
Leo A Daly
(402) 391-8111
Aqua Engineering
(970) 372-6104
COLUMBARIUM D ELEVATIONS 5
CI711
1/2" = 1'-0"
DOUBLE SIDED COLUMBARIUM D WALL ELEVATION: WALLS 17 & 211 0 1' 2'6"
JEB 123JDB
1/2" = 1'-0"
DOUBLE SIDED COLUMBARIUM D WALL ELEVATION: WALLS 18 & 222 0 1' 2'6"
1/2" = 1'-0"
DOUBLE SIDED COLUMBARIUM D WALL ELEVATION: WALLS 19 & 233 0 1' 2'6"
NOTES:
1. SEE SHEET CI716 FOR BASE STONE DETAILS. BASE STONE TYPE INDICATED
BY LETTERS ON ELEVATIONSX
CI701
℄10 20 30
℄A
B
C
D
E
A
B
C
D
E
35'-718" EDGE OF CAP TO EDGE OF CAP (+/-1/4" TOLERANCE)
CI713
32'-778" (INCLUDES (5) 3/8" JOINTS AT ENDS) (+/-1/8" TOLERANCE) (32 NICHE COLUMNS)
8 NICHE UNIT
(CLOSED/CLOSED)
8 NICHE UNIT
(CLOSED/CLOSED)
8 NICHE UNIT
(CLOSED/CLOSED)
8 NICHE UNIT
(CLOSED/CLOSED)
4- 5/
8"
8- 5/
8" FINISH GRADE
VARIES:
1106.07- 1105.71
CI713
TOP OF WALL:
1113.48
TOP OF
FOUNDATION:
1106.45
TOP OF SHELF:
1105.47
SIM.
TOP OF
FOOTING:
1104.38CONC. JNT., TYP.CONC. JNT., TYP.
BOTTOM OF
FOOTING:
1103.05
E B C CC C F C
C B E
F
CI701
℄ 10 20 30
℄ A
B
C
D
E
A
B
C
D
E
35'-718" EDGE OF CAP TO EDGE OF CAP (+/-1/4" TOLERANCE)
CI713
32'-778" (INCLUDES (5) 3/8" JOINTS AT ENDS) (+/-1/8" TOLERANCE) (32 NICHE COLUMNS)
8 NICHE UNIT
(CLOSED/CLOSED)
8 NICHE UNIT
(CLOSED/CLOSED)
8 NICHE UNIT
(CLOSED/CLOSED)
8 NICHE UNIT
(CLOSED/CLOSED)
4" M
IN
8" M
AX
TOP OF WALL:
1113.48
TOP OF
FOUNDATION:
1106.45
TOP OF SHELF:
1105.47
FINISH GRADE
VARIES:
1106.12- 1105.76
CI713
SIM.
TOP OF
FOOTING:
1104.38 CONC. JNT., TYP.CONC. JNT., TYP.
BOTTOM OF
FOOTING: 1103.05
E B C C
C C F C C B E
F
CI701
℄10 20 30
℄A
B
C
D
E
A
B
C
D
E
35'-718" EDGE OF CAP TO EDGE OF CAP (+/-1/4" TOLERANCE)
CI713
32'-778" (INCLUDES (5) 3/8" JOINTS AT ENDS) (+/-1/8" TOLERANCE) (32 NICHE COLUMNS)
8 NICHE UNIT
(CLOSED/CLOSED)
8 NICHE UNIT
(CLOSED/CLOSED)
8 NICHE UNIT
(CLOSED/CLOSED)
8 NICHE UNIT
(CLOSED/CLOSED)
4" M
IN
8" M
AX
. FINISH GRADE
VARIES:
1106.12- 1105.76
CI713
TOP OF WALL:
1113.48
TOP OF
FOUNDATION:
1106.45
TOP OF SHELF:
1105.47
SIM.
TOP OF
FOOTING:
1104.38CONC. JNT., TYP.CONC. JNT., TYP.
BOTTOM OF
FOOTING:
1103.05
E B C CC C F
C C B E
F
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
CHEROKEE COUNTY, GEORGIA
922CM3006
FEBRUARY 28, 2022 Dwg. of 178
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
GEORGIA NATIONAL CEMETERY
CONSTRUCTION DOCUMENTS
FOR PHASE 2
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H2 \20
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\72 _9
CM
CI
1-
CO
L E
LE
V.
DW
G
Gordon
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
The LA Group
(518) 587-8100
RVi
(512) 480-0032
Leo A Daly
(402) 391-8111
Aqua Engineering
(970) 372-6104
COLUMBARIUM D ELEVATIONS 6
CI712
1/2" = 1'-0"
DOUBLE SIDED COLUMBARIUM D WALL ELEVATION: WALLS 20 & 241 0 1' 2'6"
JEB 124JDB
1/2" = 1'-0"
DOUBLE SIDED COLUMBARIUM D WALL ELEVATION: WALL 252 0 1' 2'6"
1/2" = 1'-0"
DOUBLE SIDED COLUMBARIUM D WALL ELEVATION: WALL 263 0 1' 2'6"
NOTES:
1. SEE SHEET CI716 FOR BASE STONE DETAILS. BASE STONE TYPE INDICATED
BY LETTERS ON ELEVATIONSX
1/ 2"
3'-812" (+/-1/8" TOLERANCE)
3'-812" (+/-1/8" TOLERANCE)
10" H. BLACK POLISHED GRANITE
VENEER, 1-1/4" THICK
DECORATIVE STONE
STRIP
3/8" BACKER ROD & SEALANT JOINT
AT BOTTOM OF PRECAST NICHES
7' -03 8"
4"
8"
4"
1'-8" TYP.
4" TYP.
4" TYP.
REINFORCED CONCRETE
FOUNDATION & FOOTING,
SEE STRUCTURAL
DRAWINGS, TYP.
FINISH GRADE, TYP.
CI716
CI713
5 NICHE HIGH PRECAST CONC. COLUMBARIUM
NICHE UNIT (1/2" NOM. SETTING GAP BETWEEN
UNITS. SET UNITS SO FACE TO FACE IS AS
INDICATED.
FLASHING AT CAP JOINTS
LIMESTONE CAP;
CENTER CAP ON WALL
MORTAR, TYP.
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.
NICHE COVER ATTACHMENT (MOUNTING
BRACKET & ROSETTES), TYP.
PIER FACE (BEYOND), TYP.
GOVERNMENT PROVIDED AND
CONTRACTOR INSTALLED MARBLE
NICHE COVER, TYP.
FIELD DRILL HOLE IN COLUMBARIUM NICHE
FLOOR TO ACCEPT 1
2"Ø X 6" TYPE 304 S.S. PIN.
PROVIDE 2 PER PRECAST NICHE UNIT; PATCH
WITH MORTAR, FLUSH ON INSIDE, TYP.
1/2" X 5" S.S. PINS INSTALL NON-SHRINK
GROUT INTO TOP WEB AND LOOSE FIT
INTO CAP, (2) PINS PER CAP, TYP.
EPDM MEMBRANE (45 MIL) OVER ENTIRE
TOP OF PRECAST NICHE UNITS & PIERS
LAYOUT LINE (CENTER LINE)
TOP OF
WALL
TOP OF
FOUNDATION
TOP OF
FOOTING
BOTTOM OF
FOOTING
TOP OF
SHELF
4"
1'-812"
4"
1'-812"
LOW PLASTICITY
STRUCTURAL FILL, SEE
COLUMBARIUM NOTES ON
CI701, TYP.
MORTAR JOINT; MATCH
EXISTING COLUMBARIUM B
COLOR
END PIER, TYP; MARBLE
VENEER, SEE NOTES ON
CI700 FOR ADDITIONAL
INFORMATION
LIMESTONE CAP
PRE CAST NICHE UNIT, TYP.
STAINLESS STEEL MASONRY ANCHORS,
MAX. 16" O.C. HORIZONTAL AND
VERTICAL, SEE STRUCTURAL DEATILS
1" AIR CAVITY, TYP.
FINISH GRADE, TYP.
RECESSED WELD PLATES, SEE
STRUCTURAL DRAWINGS, TYP.
MORTAR SOLID 7 3/4" FROM
TOP OF SHELF, OR (3) 2 1/2"
COURSES
DECORATIVE STONE
STRIP, TYP.
2" AIR CAVITY
REINFORCED CONCRETE
FOUNDATION & FOOTING,
SEE STRUCTURAL
DRAWINGS, TYP.
HONED MARBLE WALL
NUMBER I.D. PLAQUE WITH 6"
HT LETTERING, TYP.
HONED MARBLE COLUMBARIUM
PLAZA I.D. PLAQUE WITH 8" HT
LETTERING, TYP.
CI713
CI713
REINFORCED CONCRETE PIER,
SEE STRUCTURAL DETAILS
2"
7" 5"
TOP OF
WALL
TOP OF
FOOTING
BOTTOM OF
FOOTING
TOP OF
SHELF
TOP OF FOUNDATION
LOW PLASTICITY
STRUCTURAL FILL, SEE
COLUMBARIUM NOTES ON
CI701, TYP.
LIMESTONE CAP ABOVE
PRECAST CONCRETE
NICHE MODULE
3/8" SEALANT JOINT
AND BACKER ROD
MARBLE VENEER, SEE
NOTES ON CI700 FOR
ADDITIONAL
INFORMATION
9"1" T
YP
3' -1
01 2"
3' -81 2"
1' -1
01 4" 1'
-1 01 4"
2" AIR
CAVITY
MARBLE FILLER
STRIP, TYP.
1'-2"
S.S. ANCHOR, BASIS OF
DESIGN HB #452, SEE
STRUCTURAL DRAWINGS
RECESSED WELD
PLATES
CI716
REINFORCED CONC. PIER
CORE, SEE STRUCTURAL
1" AIR
CAVITY, TYP.
3'-812" (+/-1/8" TOLERANCE)
REINFORCED
CONCRETE
FOUNDATION &
FOOTING, SEE
STRUCTURAL
DRAWINGS, TYP.
FINISH GRADE, TYP.
3" HONED MARBLE
FILLER STRIP, TYP.
1" AIR CAVITY
FILLER STRIP ANCHOR
AND JOINT, TOP
1/2"X5" S.S. PIN EPOXIED
INTO CONC. BASE AND
LOOSE FIT INTO CAP, (2)
PINS PER CAP, TYP.
RECESSED WELD PLATES,
TYP.
FILLER STRIP ANCHOR
AND JOINT, BOTTOM
10" H. BLACK POLISHED
GRANITE VENEER, 1-1/4" THICK
LIMESTONE CAP
CI713
CI713
REINFORCED CONCRETE PIER,
SEE STRUCTURAL DETAILS
ROW LETTER PLAQUE, TYP.
4"
1'-812"
4"
1'-812"
LAYOUT LINE
DECORATIVE STONE
STRIP
CI716
TOP OF
FOOTING
BOTTOM OF
FOOTING
TOP OF
SHELF
TOP OF FOUNDATION
TOP OF
WALL
LOW PLASTICITY
STRUCTURAL FILL, SEE
COLUMBARIUM NOTES
ON CI701, TYP.
3/8" SEALANT AND BACKER ROD
JOINT BETWEEN STONES, TYP.
S.S. ANCHOR, BASIS OF DESIGN HB
#452, SEE STRUCTURAL DRAWINGS
FOR ANCHOR AND ATTACHMENT, TYP.
MARBLE FILLER STRIP, TYP.
KERF IN STONE PANEL TO RECEIVE
ANCHOR, EPOXY IN PLACE
LIMESTONE CAP
CONCRETE PIER CORE, TYP.
1" MIN.
TYP.
3 8"
RE
CE
SS
F
O R
A
NC
HO
R
AN
D
F
AS
TE
NE
R
3" TYP.
1 1/2" MIN.
PLASTIC SHIM
BEYOND, TYP.
2" MIN.
1" AIR CAVITY
MORTAR SOLID, TYP.
MARBLE PANEL, TYP.
PROVIDE SHOP DRAWINGS & SAMPLES
OF COMPLETE ANCHORING SYSTEM
KERF IN STONE PANEL TO
RECEIVE ANCHOR, EPOXY
IN PLACE
716 " TYP.
4" MIN.
TYP.
BLACK POLISHED GRANITE
VENEER, 1-1/4" THICK, TYP.
3/8" SEALANT AND BACKER
ROD JOINT, TYP.
DECORATIVE ROUNDED
GRAVEL STRIP
S.S. ANCHOR, BASIS OF DESIGN HB
#431, SEE STRUCTURAL DRAWINGS
FOR ANCHOR AND ATTACHMENT, TYP.
1" AIR CAVITY
CI713
ALL SIDES SHALL BE HONED
MARBLE TO MATCH EXISTING
8" HT. SAND-BLASTED NUMBERS
TIMES NEW ROMAN FONT,
CENTERED BOTH WAYS,
PAINTED WITH BLACK
LITHICHROME
1'-4"
3"
SECTION AELEVATION
A
ALL SIDES SHALL BE HONED
MARBLE TO MATCH EXISTING
6" HT. SAND-BLASTED NUMBERS
TIMES NEW ROMAN FONT,
CENTERED BOTH WAYS,
PAINTED WITH BLACK
LITHICHROME
1'-0"
8"
3"
8"
SECTION A
ELEVATION
A
3"
ENGRAVED MARBLE BLOCK
(COLUMBARIUM I.D. AND
NUMBER PLAQUES)
RECESSED 1" BEHIND
VENEER FACE, TYP.
4" MARBLE VENEER
1" MIN.
AIR CAVITY
WASH, ENSURE POSITIVE
DRAINAGE
1/2" MORTAR JOINT, TYP.
FOOTING BELOW,
SEE STRUCTURAL
WALL AND PIER
FOUNDATION, SEE
STRUCTURAL
TOP OF FOUNDATION
(NICHE UNIT LEDGE)
ABOVE
PIER CORE ABOVE,
SEE STRUCTURAL
O
UT
SI
DE
E
DG
E O
F
NI
CH
E
UN
IT
8" 75
8"
9" 5"
13 4"
1"
1' -61 4"
1' -61 4"
5'-0" FROM FACE
FOUNDATION,
TYP.
LAYOUT
POINT
21 4"
3 8" O F
NI
CH
E W
EB
WEEP VENT CENTERED ON
BASE STONE AND CENTER
LINE OF NICHE WEB
BEHIND WEEP VENT, PLASTIC
SHIMS; 4 LOCATIONS EACH CAP
MIN.; ALL SHIMS TO OCCUR OVER
FULL, UNJOINTED PRECAST
COLUMBARIUM WEB
GRANITE BASE STONE, 3/8"
MORTAR JOINT
NICHE COVER ATTACHMENT
C L
PRE-CAST NICHE UNIT
BACKER ROD AND
SEALANT JOINT
BETWEEN NICHE UNIT
AND FOUNDATION
NOTES:
1. ALIGN VERTICAL BASE STONE JOINTS WITH VERTICAL
CAP STONE JOINTS. JOINTS SHALL BE CENTERED ON
CENTERLINE OF NICHE WEB. WEEP VENTS SHALL BE
PLACED AT EACH VERTICAL CAP JOINT AND VERTICAL
BASE STONE 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.
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
CHEROKEE COUNTY, GEORGIA
922CM3006
FEBRUARY 28, 2022 Dwg. of 178
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
GEORGIA NATIONAL CEMETERY
CONSTRUCTION DOCUMENTS
FOR PHASE 2
Fil e P ath : G
:\P
RO
J-2
1\2
_V
AN
CA
ID
IQ
SE
_G
EO
RG
IA
_N
AT
IO
NA
L_
CE
ME
TE
RY
_P
H2 \20
0C
AD
\72 _9
CM
CI
1-
CO
L E
LE
V.
DW
G
Gordon
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
The LA Group
(518) 587-8100
RVi
(512) 480-0032
Leo A Daly
(402) 391-8111
Aqua Engineering
(970) 372-6104
COLUMBARIUM DETAILS 1
CI713
JEB 125
1" = 1'-0"
DOUBLE SIDED COLUMBARIUM WALL SECTION1 1'0 6"3" 1" = 1'-0"
DOUBLE SIDED COLUMBARIUM WALL PIER SECTION2 1'0 6"3"
1" = 1'-0"
DOUBLE SIDED COLUMBARIUM WALL PIER PLAN SECTION A6 1'0 6"3"
JDB
1" = 1'-0"
DOUBLE SIDED COLUMBARIUM WALL SECTION3 1'0 6"3"
1" = 1'-0"
DOUBLE SIDED COLUMBARIUM WALL SECTION4 1'0 6"3"
1" = 1'-0"
DOUBLE SIDED COLUMBARIUM WALL SECTION5 1'0 6"3"
1-1/2" = 1'-0"
MARBLE COLUMBARIUM I.D. PLAQUE8 1'0 6"3"
1-1/2" = 1'-0"
MARBLE COLUMBARIUM WALL NUMBER PLAQUE9 1'0 6"3" 1-1/2" = 1'-0"
MARBLE PLAQUE ATTACHEMENT10 1'0 6"3"1" = 1'-0"
DOUBLE SIDED COLUMBARIUM WALL PIER PLAN SECTION B7 1'0 6"3" 6" = 1'-0"
BASE STONE WEEP VENT11 1'0 6"3"
AutoCAD SHX Text C
AutoCAD SHX Text
5 NICHE HIGH PRECAST CONC.
COLUMBARIUM NICHE UNIT (1/2" NOM.
SETTING GAP BETWEEN UNITS. SET
UNITS SO FACE TO FACE IS AS INDICATED.
FLASHING AT CAP JOINTS
LIMESTONE CAP; CENTER CAP ON WALL
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.
1'-814" 1'-512"
3'-312"
NICHE COVER ATTACHMENT (MOUNTING
BRACKET & ROSETTES), TYP.
PIER FACE (BEYOND), TYP. (1" PAST
FACE NICHE UNITS)
GOVERNMENT PROVIDED AND CONTRACTOR
INSTALLED MARBLE NICHE COVER, TYP.
FIELD DRILL HOLE IN COLUMBARIUM
NICHE FLOOR TO ACCEPT 1
2"Ø X 6" TYPE
304 S.S. PIN. PROVIDE 2 PER PRECAST
NICHE UNIT; PATCH WITH MORTAR,
FLUSH ON INSIDE, TYP.
1/2" X 5" S.S. PINS INSTALL NON-SHRINK
GROUT INTO TOP WEB AND LOOSE FIT
INTO CAP, (2) PINS PER CAP, TYP.
5"
EPDM MEMBRANE (45 MIL) OVER ENTIRE
TOP OF PRECAST NICHE UNITS & PIERS
LAYOUT LINE
1'-0"
INTEGRAL OPEN-MESH
DRAINAGE MAT W/ WEEP
TABS FACTORY-BONDED TO
40-MIL THERMOPLASTIC
POLYOLEFIN (TPO), TYP.
S.S. DRIP EDGE, TYP.
S.S. TERMINATION BAR, 16
GAUGE, W/WATER BLOCK
MASTIC AND SEALANT, TYP.
FINISH GRADE, TYP.
1" MIN. AIR CAVITY, TYP.
MORTAR JOINT, TYP.
1/2"Ø X 6" S.S.
DOWEL, TYP.END PIER, TYP; MARBLE
VENEER, SEE NOTES ON CI700
FOR ADDITIONAL INFORMATION
1/ 2"
STAINLESS STEEL DOVETAIL
TIES, MAX. 16" O.C., SEE
STRUCTURAL DEATILS
10" H. BLACK POLISHED GRANITE
VENEER, 1-1/4" THICK
DECORATIVE STONE
STRIP
3/8" BACKER ROD & SEALANT JOINT
AT BOTTOM OF PRECAST NICHES
REINFORCED CONCRETE
FOUNDATION & FOOTING,
SEE STRUCTURAL
DRAWINGS, TYP.
CI716
FINISH GRADE
VARIES, SEE
GRADING PLAN
REINFORCED
CONCRETE MOW
STRIP
6"6"
CI716
4"
TOP OF
FOUNDATION
TOP OF
FOOTING
BOTTOM OF
FOOTING
TOP OF
SHELF
TOP OF WALL
TOP OF
SHELF
UNDERDRAIN 4" DIA;
PERFORATED HDPE
WRAPPED IN FILTER
FABRIC (NON-WOVEN
4OZ-140N MIRAFI); PLACE
PIPE DIRECTLY ON
FOOTING WITH
PERFORATED SIDE DOWN;
SEE DRAINAGE PLANS FOR
CONNECTIONS TO
DRAINAGE SYSTEM
DRAINAGE STONE, AASHTO
#57, WRAPPED IN FILTER
FABRIC, TYP.
1'-0" MIN.
6" MIN.,
(3) SIDES
LOW PLASTICITY STRUCTURAL
FILL, SEE COLUMBARIUM NOTES
ON CI701, TYP.
FLASHING AT CAP JOINTS
LIMESTONE CAP;
CENTER CAP ON WALL
CONTINUOUS DRIP SLOT,
ALL OVERHANGS, TYP.
1'-314" 1'-314"
2'-612"
PIER FACE (BEYOND), TYP.
1/2"Ø X 6" S.S. DOWEL, (2) PINS PER CAP,
TYP.
5"
EPDM MEMBRANE (45 MIL) OVER ENTIRE
TOP OF PRECAST NICHE UNITS & PIERS
LAYOUT LINE
MORTAR JOINT; MATCH EXISTING
COLUMBARIUM B COLOR
MARBLE VENEER, SEE
NOTES ON CI700 FOR
ADDITIONAL INFORMATION
S.S. MASONRY ANCHORS,
16" HOR.X16" VERT. MAX.,
TYP.
INTEGRAL OPEN-MESH
DRAINAGE MAT W/ WEEP
TABS FACTORY-BONDED TO
40-MIL THERMOPLASTIC
POLYOLEFIN (TPO), TYP.
S.S. DRIP EDGE, TYP.
S.S. TERMINATION BAR, 16
GAUGE, W/WATER BLOCK
MASTIC AND SEALANT, TYP.
1" MIN. AIR CAVITY, TYP.
MORTAR JOINT, TYP.
4" MARBLE VENEER TO MATCH
EXITING, TYP.
DECORATIVE STONE
STRIP
FINISH GRADE, TYP.
REINFORCED CONCRETE
FOUNDATION & FOOTING,
SEE STRUCTURAL
DRAWINGS, TYP.
CI716
1'-814" 1'-314" 5"
3'-412"
FINISH GRADE
VARIES, SEE
GRADING PLAN
REINFORCED
CONCRETE MOW
STRIP
6"6"
CI716
AIR CAVITY, MIN. 1", TYP.
TOP OF
FOUNDATION
TOP OF
FOOTING
BOTTOM OF
FOOTING
TOP OF
SHELF
TOP OF WALL
TOP OF SHELF
UNDERDRAIN 4" DIA;
PERFORATED HDPE
WRAPPED IN FILTER
FABRIC (NON-WOVEN
4OZ-140N MIRAFI); PLACE
PIPE DIRECTLY ON
FOOTING WITH
PERFORATED SIDE DOWN;
SEE DRAINAGE PLANS FOR
CONNECTIONS TO
DRAINAGE SYSTEM
DRAINAGE STONE, AASHTO
#57, WRAPPED IN FILTER
FABRIC, TYP.
1'-0" MIN.
6" MIN.,
(3) SIDES
LOW PLASTICITY STRUCTURAL
FILL, SEE COLUMBARIUM
NOTES ON CI701, TYP.
RECESSED WELD PLATES, TYP.
TOP OF PRE-CAST
COLUMBARIUM UNIT, TYP.
NICHE COVER; PROTECT FROM
CONSTRUCTION, TYP.
CAP SHIMS, TYP.
CAP ABOVE, TYP.
VERTICAL COLUMBARIUM
UNIT JOINT, TYP.
3/8" BACKER ROD AND SEALANT
CAP JOINT ABOVE, CENTERED ON ℄
OF NICHE WEBBING, TYP.
NICHE WEBBING BELOW, TYP.
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
BLOB OF TYPE N MORTAR TO PROVIDE
INTERMEDIATE SUPPORT OF CAPS
BETWEEN SHIMS; LOCATED ABOVE
VERTICAL WEB OF PRECAST UNIT
BELOW; MAXIMUM SPACING OF CAP
SUPPORT (SHIMS OR GROUT) SHALL BE
1'-0" MAX.
EPDM MEMBRANE (45 MIL) OVER
ENTIRE TOP OF PRECAST UNITS &
PIERS, TYP.
4" MIN.; TYP.
0'-10"
TYP.
0'-10"
TYP.
0' -13 4" M
AX
T
YP
FIELD DRILLED HOLE (FOUR (4) HOLES
AND FOUR (4) PINS PER CAP SEGMENT)
TO RECEIVE S.S. PIN (DRILLED AFTER
CAPS HAVE BEEN SET); TYP.
SEALANT JOINT WITH
BACKERROD ON TOP, TYP.
CAP SETTING DETAIL (PLAN)
FLASHING AT CAP JOINTS
LIMESTONE CAP;
CENTER CAP ON WALL
CONTINUOUS DRIP SLOT,
ALL OVERHANGS, TYP.
1'-314" 1'-314"
2'-612"
1/2"Ø X 6" S.S. DOWEL, (2) PINS PER CAP,
TYP.
5"
EPDM MEMBRANE (45 MIL) OVER ENTIRE
TOP OF PRECAST NICHE UNITS & PIERS
LAYOUT LINE
1'-314"
3" HONED MARBLE PANEL, COLOR
TO MATCH EXISTING, TYP.
INTEGRAL OPEN-MESH
DRAINAGE MAT W/ WEEP
TABS FACTORY-BONDED TO
40-MIL THERMOPLASTIC
POLYOLEFIN (TPO), TYP.
S.S. DRIP EDGE, TYP.
S.S. TERMINATION BAR, 16
GAUGE, W/WATER BLOCK
MASTIC AND SEALANT, TYP.
FINISH GRADE
VARIES, SEE
GRADING PLAN
1" MIN. AIR CAVITY, TYP.
MORTAR JOINT, TYP.
4" MARBLE VENEER TO MATCH
EXITING, TYP.
10" H. BLACK POLISHED GRANITE
VENEER, 1-1/4" THICK
BACKER ROD AND SEALANT
JOINT,TYP.
FILLER STRIP ANCHOR AND
JOINT, TOP
FILLER STRIP ANCHOR AND
JOINT, BOTTOM
DECORATIVE STONE
STRIP
FINISH GRADE, TYP.
VA
RI
ES
, T
YP
REINFORCED CONCRETE
FOUNDATION & FOOTING,
SEE STRUCTURAL
DRAWINGS, TYP.
CI716
CI713
CI713
REINFORCED
CONCRETE MOW
STRIP
1'-814" 1'-512"
3'-312"
6"6"
CI716
4"
TOP OF
FOUNDATION
TOP OF SHELF
TOP OF
FOOTING
BOTTOM OF
FOOTING
TOP OF
SHELF
TOP OF WALL
UNDERDRAIN 4" DIA;
PERFORATED HDPE
WRAPPED IN FILTER
FABRIC (NON-WOVEN
4OZ-140N MIRAFI); PLACE
PIPE DIRECTLY ON
FOOTING WITH
PERFORATED SIDE DOWN;
SEE DRAINAGE PLANS FOR
CONNECTIONS TO
DRAINAGE SYSTEM
DRAINAGE STONE, AASHTO
#57, WRAPPED IN FILTER
FABRIC, TYP.
1'-0" MIN.
6" MIN.,
(3) SIDES
LOW PLASTICITY STRUCTURAL
FILL, SEE COLUMBARIUM
NOTES ON CI701, TYP.
1'-10"
2" AIR
CAVITY
1" A
IR
CA
VI
TY
PI
ER
V
AR
IE
S, S
EE
E
LE
VA
TI
O
NS
63 8"
S.S. ANCHOR, SEE
STRUCTURAL
DRAWINGS
MARBLE VENEER, SEE
NOTES ON CI700 FOR
ADDITIONAL
INFORMATION
3/8" SEALANT JOINT
AND BACKER ROD
MARBLE FILLER
STRIP, TYP.
LIMESTONE CAP ABOVE
PRECAST CONCRETE
NICHE MODULE
1'5"
RECESSED WELD
PLATES, SEE
STRUCTURAL
CI716
5" 2'-612" 5"
3'-412"
1" AIR CAVITY
1'-814" 1'-314"
5"
VA
RI
ES
, S
EE
E
LE
VA
TI
O
NS
53 8"
5"
4"
1'-314"
4" 13
4"
WALL CORE
NICHE UNIT
LEDGE
WALL AND PIER
FOUNDATION
5' -0
" F
RO
M F
AC
E
FO
UN
DA
TI
O N, TY
P.
LAYOUT
POINT
C.
L.
P
IE
R
FOOTING BELOW,
SEE STRUCTURAL
DRAWINGS
0'-10"
TYP.
4" MIN.; TYP.
RECESSED WELD PLATES, TYP.
TOP OF PRE-CAST
COLUMBARIUM UNIT, TYP.
NICHE COVER; PROTECT FROM
CONSTRUCTION, TYP.
CAP ABOVE, TYP.
NICHE WEBBING BELOW, TYP.
SEALANT JOINT WITH
BACKERROD ON TOP, TYP.
CAP SHIMS, TYP.
3/8" BACKER ROD AND SEALANT
CAP JOINT ABOVE, CENTERED ON ℄
OF NICHE WEBBING, TYP.
EPDM MEMBRANE (45 MIL) OVER
ENTIRE TOP OF PRECAST UNITS &
PIERS, TYP.
FIELD DRILLED HOLE (FOUR (4) HOLES
AND FOUR (4) PINS PER CAP SEGMENT)
TO RECEIVE S.S. PIN (DRILLED AFTER
CAPS HAVE BEEN SET); TYP.
0' -13 4" M
AX
T
YP
CAP SHIMS (FOUR (4) MIN. PER CAP),
TYP.
BLOB OF TYPE N MORTAR TO PROVIDE
INTERMEDIATE SUPPORT OF CAPS
BETWEEN SHIMS; LOCATED ABOVE
VERTICAL WEB OF PRECAST UNIT BELOW
OR AS NEEDED AT PIERS; MAXIMUM
SPACING OF CAP SUPPORT (SHIMS OR
GROUT) SHALL BE 1'-0" MAX.
FIELD DRILLED HOLE TO RECEIVE S.S.
PIN (TWO (2) HOLES AND TWO (2) PINS
PER CAP SEGMENT), TYP.
TOP OF PIER CORE, TYP.
3" CLEAR
MIN.
3" C
LE
AR
E
DG
E O
F
CA
P M
IN
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
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
CHEROKEE COUNTY, GEORGIA
922CM3006
FEBRUARY 28, 2022 Dwg. of 178
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
GEORGIA NATIONAL CEMETERY
CONSTRUCTION DOCUMENTS
FOR PHASE 2
Fil e P ath : G
:\P
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J-2
1\2
_V
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CA
ID
IQ
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_G
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RG
IA
_N
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ME
TE
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_P
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AD
\72 _9
CM
CI
1-
CO
L E
LE
V.
DW
G
Gordon
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
The LA Group
(518) 587-8100
RVi
(512) 480-0032
Leo A Daly
(402) 391-8111
Aqua Engineering
(970) 372-6104
COLUMBARIUM DETAILS 2
CI714
JEB 126
1" = 1'-0"
SINGLE SIDED COLUMBARIUM WALL SECTION1 1'0 6"3" 1" = 1'-0"
SINGLE SIDED COLUMBARIUM WALL PIER SECTION2 1'0 6"3"
1" = 1'-0"
DOUBLE-SIDED COLUMBARIUM CAP SETTING DETAIL6 1'0 6"3"
JDB
1" = 1'-0"
SINGLE SIDED COLUMBARIUM WALL SECTION AT FILLER STRIP3 1'0 6"3"
1" = 1'-0"
SINGLE SIDED COLUMBARIUM WALL PLAN SECTION A4 1'0 6"3" 1" = 1'-0"
SINGLE SIDED COLUMBARIUM WALL PLAN SECTION B5 1'0 6"3" 1" = 1'-0"
SINGLE-SIDED COLUMBARIUM CAP SETTING DETAIL7 1'0 6"3"
5 NICHE HIGH PRECAST CONC.
COLUMBARIUM NICHE UNIT (1/2" NOM.
SETTING GAP BETWEEN UNITS. SET
UNITS SO FACE TO FACE IS AS INDICATED.
FLASHING AT CAP JOINTS
LIMESTONE CAP;
CENTER CAP ON WALL
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.
1'-814" 1'-512"
3'-312"
NICHE COVER ATTACHMENT (MOUNTING
BRACKET & ROSETTES), TYP.
PIER FACE (BEYOND), TYP. (1" PAST
FACE NICHE UNITS)
GOVERNMENT PROVIDED AND CONTRACTOR
INSTALLED MARBLE NICHE COVER, TYP.
FIELD DRILL HOLE IN COLUMBARIUM
NICHE FLOOR TO ACCEPT 1
2"Ø X 6" TYPE
304 S.S. PIN. PROVIDE 2 PER PRECAST
NICHE UNIT; PATCH WITH MORTAR,
FLUSH ON INSIDE, TYP.
1/2" X 5" S.S. PINS INSTALL NON-SHRINK
GROUT INTO TOP WEB AND LOOSE FIT
INTO CAP, (2) PINS PER CAP, TYP.
EPDM MEMBRANE (45 MIL) OVER ENTIRE
TOP OF PRECAST NICHE UNITS & PIERS
LAYOUT LINE
1'-5"-0"
FINISH GRADE, TYP.
1/2"Ø X 6" S.S.
DOWEL, TYP.
10" H. BLACK POLISHED GRANITE
VENEER, 1-1/4" THICK
DECORATIVE STONE
STRIP
3/8" BACKER ROD & SEALANT JOINT
AT BOTTOM OF PRECAST NICHES
REINFORCED CONCRETE
FOUNDATION & FOOTING,
SEE STRUCTURAL
DRAWINGS, TYP.
CI716
FINISH GRADE
VARIES, SEE
GRADING PLAN
REINFORCED
CONCRETE MOW
STRIP
6"6"
CI716
4"
TOP OF
FOUNDATION
TOP OF
FOOTING
BOTTOM OF
FOOTING
TOP OF
SHELF
TOP OF WALL
LOW PLASTICITY STRUCTURAL
FILL, SEE COLUMBARIUM
NOTES ON CI701, TYP.
UNDERDRAIN 4" DIA;
PERFORATED HDPE
WRAPPED IN FILTER
FABRIC (NON-WOVEN
4OZ-140N MIRAFI); PLACE
PIPE DIRECTLY ON
FOOTING WITH
PERFORATED SIDE DOWN;
SEE DRAINAGE PLANS FOR
CONNECTIONS TO
DRAINAGE SYSTEM
DRAINAGE STONE, AASHTO
#57, WRAPPED IN FILTER
FABRIC, TYP.
1'-0" MIN.
6" MIN.,
(3) SIDES
FLASHING AT CAP JOINTS
LIMESTONE CAP;
CENTER CAP ON WALL
CONTINUOUS DRIP SLOT,
ALL OVERHANGS, TYP.
PIER FACE (BEYOND), TYP.
1/2"Ø X 6" S.S. DOWEL, (2) PINS PER CAP,
TYP.
EPDM MEMBRANE (45 MIL) OVER ENTIRE
TOP OF PRECAST NICHE UNITS & PIERS
LAYOUT LINE
MORTAR JOINT; MATCH EXISTING
COLUMBARIUM B COLOR
MARBLE VENEER, SEE
NOTES ON CI700 FOR
ADDITIONAL INFORMATION
S.S. MASONRY ANCHORS,
16" HOR.X16" VERT. MAX.,
TYP.
DECORATIVE STONE
STRIP
FINISH GRADE, TYP.
REINFORCED CONCRETE
FOUNDATION & FOOTING,
SEE STRUCTURAL
DRAWINGS, TYP.
CI716
CI715
CI715
1'-814" 1'-314" 5"
3'-412"
FINISH GRADE
VARIES, SEE
GRADING PLAN
REINFORCED
CONCRETE MOW
STRIP
6"6"
CI716
AIR CAVITY, MIN. 1", TYP.
TOP OF
FOOTING
BOTTOM OF
FOOTING
TOP OF
SHELF
TOP OF WALL
TOP OF
FOUNDATION
LOW PLASTICITY STRUCTURAL
FILL, SEE COLUMBARIUM NOTES
ON CI701, TYP.
UNDERDRAIN 4" DIA;
PERFORATED HDPE
WRAPPED IN FILTER
FABRIC (NON-WOVEN
4OZ-140N MIRAFI); PLACE
PIPE DIRECTLY ON
FOOTING WITH
PERFORATED SIDE DOWN;
SEE DRAINAGE PLANS FOR
CONNECTIONS TO
DRAINAGE SYSTEM
DRAINAGE STONE, AASHTO
#57, WRAPPED IN FILTER
FABRIC, TYP.
1'-0" MIN.
6" MIN.,
(3) SIDES
FLASHING AT CAP JOINTS
LIMESTONE CAP;
CENTER CAP ON WALL
CONTINUOUS DRIP SLOT,
ALL OVERHANGS, TYP.
1'-814" 1'-314"
2'-1112"
1/2"Ø X 6" S.S. DOWEL, (2) PINS PER CAP,
TYP.
EPDM MEMBRANE (45 MIL) OVER ENTIRE
TOP OF PRECAST NICHE UNITS & PIERS
LAYOUT LINE
1'-814"
3" HONED MARBLE PANEL, COLOR
TO MATCH EXISTING, TYP.FINISH GRADE
VARIES, SEE
GRADING PLAN
10" H. BLACK POLISHED GRANITE
VENEER, 1-1/4" THICK
BACKER ROD AND SEALANT
JOINT,TYP.
FILLER STRIP ANCHOR AND
JOINT, TOP
FILLER STRIP ANCHOR AND
JOINT, BOTTOM
DECORATIVE STONE
STRIP
FINISH GRADE, TYP.
REINFORCED CONCRETE
FOUNDATION & FOOTING,
SEE STRUCTURAL
DRAWINGS, TYP.
CI716
CI713
CI713
REINFORCED
CONCRETE MOW
STRIP
1'-814" 1'-512"
3'-312"
6"6"
CI716
4"
TOP OF
FOOTING
BOTTOM OF
FOOTING
TOP OF
SHELF
TOP OF WALL
LOW PLASTICITY STRUCTURAL
FILL, SEE COLUMBARIUM
NOTES ON CI701, TYP.
UNDERDRAIN 4" DIA;
PERFORATED HDPE
WRAPPED IN FILTER
FABRIC (NON-WOVEN
4OZ-140N MIRAFI); PLACE
PIPE DIRECTLY ON
FOOTING WITH
PERFORATED SIDE DOWN;
SEE DRAINAGE PLANS FOR
CONNECTIONS TO
DRAINAGE SYSTEM
DRAINAGE STONE, AASHTO
#57, WRAPPED IN FILTER
FABRIC, TYP.
1'-0" MIN.
6" MIN.,
(3) SIDES
TOP OF
FOUNDATION
1'-10"
2" AIR
CAVITY
1" A
IR
CA
VI
TY
PI
ER
V
AR
IE
S, S
EE
E
LE
VA
TI
O
NS
63 8"
S.S. ANCHOR, SEE
STRUCTURAL
DRAWINGS
MARBLE VENEER, SEE
NOTES ON CI700 FOR
ADDITIONAL
INFORMATION
3/8" SEALANT JOINT
AND BACKER ROD
MARBLE FILLER
STRIP, TYP.
LIMESTONE CAP ABOVE
PRECAST CONCRETE
NICHE MODULE
1'-5"
RECESSED WELD
PLATES, SEE
STRUCTURAL
CI716
2'-1112" 5"
3'-41"
1'-314"1'-814"
5"
VA
RI
ES
, S
EE
E
LE
VA
TI
O
NS
53 8"
5"
4"
1'-314"
4" 13
4"
WALL CORE
NICHE UNIT
LEDGE
WALL AND PIER
FOUNDATION
FOOTING BELOW,
SEE STRUCTURAL
DRAWINGS
5' -0
" F
RO
M F
AC
E
FO
UN
DA
TI
O N, TY
P.
LAYOUT
POINT
C.L. PIER
1'-5"
5' 5"
6"
FINISH GRADE, LAWN,
1/4" BELOW CONCRETE 3/8" DECORATIVE STONE
TO BE GREY, 1" BELOW
CONCRETE
(2) #4 REBAR 2" CLEAR
3,000 PSI CONCRETE,
BROOM FINISH
STONE SUBBASE, SEE
SPECS
SUBGRADE COMPACTED
TO 95% MIN., SEE SPECS
R 1 2"
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
CHEROKEE COUNTY, GEORGIA
922CM3006
FEBRUARY 28, 2022 Dwg. of 178
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
GEORGIA NATIONAL CEMETERY
CONSTRUCTION DOCUMENTS
FOR PHASE 2
Fil e P ath : G
:\P
RO
J-2
1\2
_V
AN
CA
ID
IQ
SE
_G
EO
RG
IA
_N
AT
IO
NA
L_
CE
ME
TE
RY
_P
H2 \20
0C
AD
\72 _9
CM
CI
1-
CO
L E
LE
V.
DW
G
Gordon
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
The LA Group
(518) 587-8100
RVi
(512) 480-0032
Leo A Daly
(402) 391-8111
Aqua Engineering
(970) 372-6104
COLUMBARIUM DETAILS 3
CI715
JEB 127
1" = 1'-0"
SINGLE SIDED COLUMBARIUM WALL SECTION - NO VENEER1 1'0 6"3" 1" = 1'-0"
SINGLE SIDED COLUMBARIUM WALL PIER SECTION - NO VENEER2 1'0 6"3"
JDB
1" = 1'-0"
SINGLE SIDED COLUMBARIUM WALL SECTION AT FILLER STRIP - NO VENEER3 1'0 6"3"
1" = 1'-0"
SINGLE SIDED COLUMBARIUM WALL PLAN SECTION A4 1'0 6"3" 1" = 1'-0"
SINGLE SIDED COLUMBARIUM WALL PLAN SECTION B5 1'0 6"3" 3" = 1'-0"
CONCRETE CURB MOW STRIP6 0 4"1" 2"
3/4" 1/8"
3/8"
3"
4" FOR
NUMBERS
3/ 8"
(T
YP
5/8"
3"
3" FOR
LETTERS
3/ 8"
(T
YP
MEDIUM PEBBLE
FINISH, TYP.
1 1/2" HT. CHARACTERS CAST WITH
BASE; FONT TO BE TIMES NEW
ROMAN; CENTERED ON FILED
POLISHED CHARACTERS
AND BEVEL, TYP.
3/16" X 1 1/2" THREADED
BRONZE STUDS SET IN
5/16" DRILLED HOLES
WITH NON-SHRINK
GROUT. 2 PER PLAQUE.
THREADED STUD BEYOND
THREADED STUD
BEYOND
INSTALL FLUSH
AGAINST STONE
NOTE: ADD CLEAR COAT TO ALL BRONZE
SURFACES PRIOR TO INSTALLATIONSECTION (TOP)
AT NICHE UNITS AND CIP
STEM WALL
TOP WELD PLATE SHALL
BE FLUSH WITH
CONCRETE OR BELOW
CONCRETE SURFACE
TOP OF NICHE UNIT
OR CIP PIER, TYP.
(1) 3" X 9" X 1/4" TOP S.S. WELD
PLATE. CONTROLLED WELDING
SHALL BE USED TO PREVENT
OVERHEATING AND CRACKING
OF CONCRETE
2"X6"X1/4" S.S. WELD
PLATE CAST INTO
PRE-CAST UNIT
4" STUBS, MIN.
JOINT BETWEEN
PRE-CAST NICHE
UNITS OR NICHE UNIT
AND CIP STEM WALL
2"X6"X1/4" S.S. WELD
PLATE CAST INTO
PRE-CAST UNIT;
OR 2"X12"X1/4" OR
4-1/2"X6"X1/4" OR S.S.
WELD PLATE CAST
INTO CONCRETE
WALL
DOUBLE-SIDED COLUMBARIUM AT
PIER PLAN (TOP)
UNDERNEATH
NICHE WALL, TYP.
PRE-CAST NICHE UNIT,
TYP.
PRE-CAST NICHE
UNIT BACK, TYP.
(2) 2"X6"X1/4" S.S. WELD
PLATES CAST INTO
PRECAST NICHE UNITS, TYP.
2"
(1) 4"X4"X1/4" TOP
S.S. WELD PLATE,
TYP.
(1) 4-1/2"X6"X1/4" S.S.
WELD PLATES CAST
INTO CIP PIER, TYP.
CIP PIER
EDGE OF CIP PIER, TYP.
PROVIDE COORDINATION
DRAWINGS AS SUBMITTAL
DOUBLE-SIDED COLUMBARIUM WALL
PLAN (TOP)
(1) 3"X9"X1/4" TOP
S.S. WELD PLATE,
TYP.
UNDERNEATH
NICHE WALL, TYP.
PRE-CAST NICHE UNIT,
TYP.
(4) 2"X6"X1/4" S.S. WELD
PLATES CAST INTO
PRECAST NICHE UNITS,
TYP.
PRE-CAST NICHE
UNIT BACK, TYP.
8"
SINGLE-SIDED COLUMBARIUM WALL
PLAN (TOP)
(1) 3"X9"X1/4" TOP
S.S. WELD PLATE,
TYP.
CONCRETE WALL
(2) 2"X6"X1/4" S.S. WELD
PLATES CAST INTO
PRECAST NICHE UNITS,
TYP.
PRE-CAST NICHE
UNIT BACK, TYP.
8"
(1) 2"X12"X1/4" S.S. WELD
PLATE CAST INTO
CONCRETE WALL CORE, TYP.
(1) 2"X4"X1/4" TOP
S.S. WELD PLATE,
TYP.
CONCRETE WALL
PRE-CAST NICHE
UNIT BACK, TYP.
1"
(2) 2"X6"X1/4" S.S.
WELD PLATES CAST
INTO PRECAST NICHE
UNITS, TYP.
SINGLE-SIDED COLUMBARIUM WALL AT PIER
PLAN (TOP)
7' -0
8"
3"
7' -0
SEE ENLARGEMENT,
THIS DETAIL
ELEVATION SECTION
SEE ENLARGEMENT,
THIS DETAIL
2"11
2"
3 8"
TOP - SECTION
ENLARGEMENT
KERF FOR
ANCHOR
2"11
2"
BOTTOM - SECTION
ENLARGEMENT
KERF FOR
ANCHOR
1 1/8"
MIN.
3 8"
4"
8"
3 8"
2'-1158"
3 8"
3'-09 16"
3 8"
2'-112"
3 8"
2'-69 16"
3 8"
1'-1158"
3 8"
1 2" T
YP
VA
RI
ES
, 1
6" M
IN
VARIES,
SEE PLANS
NICHE COVER BEYOND, TYP.
PRE-CAST CONCRETE
COLUMBARIUM NICHE UNIT
CONCRETE SIDEWALK, TYP.
3/8" TO 1/2" WASHED, ROUNDED
AGGREGATE, COLOR TO BE GREY;
AGGREGATE 1/2" MAX. BELOW FINISHED
GRADE, TYP.
UNDERDRAIN 4" DIA; PERFORATED
HDPE WRAPPED IN FILTER FABRIC
(NON-WOVEN 4OZ-140N MIRAFI); PLACE
PIPE DIRECTLY ON FOOTING WITH
PERFORATED SIDE DOWN; SEE
DRAINAGE PLANS FOR CONNECTIONS
TO DRAINAGE SYSTEM
FILTER FABRIC; HOLD FROM
FINISH SURFACE MIN 1"
1 2" T
YP
VARIES,
SEE PLANS
CONCRETE SIDEWALK, TYP.
RECESSED CLEANOUT
W/PLUG; SEE
DRAINAGE PLANS FOR
LOCATIONS; PROVIDE
LONG SWEEP
CONNECTIONS TO
UNDERDRAIN PIPE
WITH TRANSITION
COUPLING AND
CLEANOUT CAP, TYP.
4"
MIN.2"
M
IN
NICHE COVER BEYOND, TYP.
PRE-CAST CONCRETE
COLUMBARIUM NICHE UNIT
3/8" TO 1/2" WASHED, ROUNDED
AGGREGATE, COLOR TO BE GREY;
AGGREGATE 1/2" MAX. BELOW FINISHED
GRADE, TYP.
UNDERDRAIN 4" DIA; PERFORATED HDPE
WRAPPED IN FILTER FABRIC (NON-WOVEN
4OZ-140N MIRAFI); PLACE PIPE DIRECTLY
ON FOOTING WITH PERFORATED SIDE
DOWN; SEE DRAINAGE PLANS FOR
CONNECTIONS TO DRAINAGE SYSTEM
FILTER FABRIC; HOLD FROM
FINISH SURFACE MIN 1"
CI716
4" SOLID
PVC RISER
45° SWEEP
ELBOWS (2) MIN.
1'-0" MIN.
4" HDPE PERFORATED
PIPE (HOLES DOWN)
CONCRETE
FOUNDATION
BEHIND
CONCRETE
FOOTING
RECESSED
4" PVC
CLEANOUT
WITH PLUG
FINISH
GRADE
TOP OF
FOOTING
BOTTOM OF
FOOTING
GASKETED PVC FITTING
MANUFACTURED FOR CONVERTING
FROM CORRUGATED HDPE TO PVC.
BASIS OF DESIGN NYLOPLAST OR
APPROVED EQUAL.
WALL BEHINDTOP OF
FOUNDATION
END VIEW
6"
MIN.
CAST IRON CLEANOUT
FRAME & COVER,
FLUSH WITH FINISHED
GRADE; PROVIDE
ACCURATE SWING TIE
AS BUILT LOCATION
RECESSED 4" PVC
CLEANOUT WITH PLUG
SAND CUSHION
6" PVC
ENCASEMENT PIPE
CAST IN PLACE
CONCRETE COLLAR
4" PVC RISER
4" M
IN
3" M
AX
1" M
AX
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
CHEROKEE COUNTY, GEORGIA
922CM3006
FEBRUARY 28, 2022 Dwg. of 178
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
GEORGIA NATIONAL CEMETERY
CONSTRUCTION DOCUMENTS
FOR PHASE 2
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\72 _9
CM
CI
1-
CO
L E
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V.
DW
G
Gordon
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
The LA Group
(518) 587-8100
RVi
(512) 480-0032
Leo A Daly
(402) 391-8111
Aqua Engineering
(970) 372-6104
COLUMBARIUM DETAILS 4
CI716
JEB 128
1" = 1'-0"
MARBLE FILLER STRIP12 1'0 6"3"
JDB
6" = 1'-0"
ROW LETTER AND COLUMN NUMBER PLAQUES9 2"0 1"
1-1/2" = 1'-0"
WELD PLATE DETAILS8 8"0 4"2"
1" = 1'-0"
BASE STONE SECTION1 1'0 6"3" 1" = 1'-0"
BASE STONE A2 1'0 6"3" 1" = 1'-0"
BASE STONE B3 1'0 6"3" 1" = 1'-0"
BASE STONE C4 1'0 6"3" 1" = 1'-0"
BASE STONE D5 1'0 6"3" 1" = 1'-0"
BASE STONE E6 1'0 6"3" 1" = 1'-0"
BASE STONE F7 1'0 6"3"
1-1/2" = 1'-0"
STONE DRIP EDGE W/ UNDERDRAIN10 8"0 4"2"
1-1/2" = 1'-0"
STONE DRIP EDGE UNDERDRAIN CLEANOUT11 8"0 4"2" 1-1/2" = 1'-0"
UNDER DRAIN CLEANOUT - ELEVATION13 8"0 4"2" 1/2" = 1'-0"
UNDER DRAIN CLEANOUT - IN LAWN14 0 1' 2'6"
RECESSED WELDPLATE;
STAINLESS STEEL, 1/4" MIN.
THICKNESS; ATTACH WITH WELD
PLATES SIDE TO SIDE, REAR TO
STEM WALL AND END TO PIER;
PROVIDE SHOP DRAWINGS.
ALIGN WEB CENTERLINES ON BACK
TO BACK NICHE UNITS. (TYP.)
PRE-CAST CONC. COLUMBARIUM
UNIT (TYP.); (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.)
0'-112"
0'-134"
@ BACK
0'-2"
@ BACK,
TYP.
0'-078"
1'-0"
℄ TO ℄
TYP.0'-112"@
FRONT, TYP.
1' -1
0"
0'-10"
TYP. 0'
-2
1' -8
5 NICHE HIGH PRECAST COLUMBARIUM UNIT
5, 8, OR 10 NICHE WIDE
(PLAN)
BACKER ROD AND SEALANT ALL
JOINTS INSIDE NICHE UNITS, TYP.
NICHE JOINT BETWEEN PRECAST
CONC. COLUMBARIUM UNITS;
*SPACING ACROSS JOINTS SHALL
BE MAINTAINED AS 1'-0" ℄ TO ℄
TYP.-GRIND ENDS IF NECESSARY;
PROVIDE BACKER ROD AND
SEALANT AT ALL EXPOSED JOINTS
(FRONT OF NICHE UNITS); SEALANT
COLOR SHALL BE APPROVED BY
THE RE/COR.
FIELD DRILL
HOLES FOR 1/2"
PINS, RECESS AND
EPOXY GROUT
FLUSH WITH
INSIDE, TYP.
0'-1012"@
FRONT
TYP.
90.0°
LAYOUT LINE
PRECAST CONC. COL. UNIT
SCALE: 1" = 1'-0"
11 2"
FR
O
NT
7'
1' -41 2"
℄ T O
1' -3
F
RO
NT
11 2"
F
RO
NT
1'
℄ TO ℄
TYP.
11 2"
F
RO
NT
4"
CONDITION
@ END
2"
(2) RECESSED WELDPLATES AT
EA. JOINT; STAINLESS STEEL, 1/4"
MIN. THICKNESS; PROVIDE SHOP
DRAWINGS
NICHE COVER
ATTACHMENT; SEE
PRE-CAST CONC. COLUMBARIUM
UNIT: UNIT SHALL BE 5 NICHES
HIGH, SEE LAYOUT PLANS FOR
RESPECTIVE DETAILS
1'
℄ TO ℄
TYP.
5 NICHE HIGH PRECAST COLUMBARIUM UNIT
5, 8, OR 10 NICHE WIDE
(ELEVATION)
4" JNT.
NICHE JOINT BETWEEN PRECAST
CONC. COLUMBARIUM UNITS;
PROVIDE BACKER ROD AND
SEALANT AT ALL EXPOSED
JOINTS (FRONT OF NICHE UNITS);
SEALANT COLOR SHALL BE
APPROVED BY THE RE/COR.
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 WHERE
EXPOSED IN NICHE UNIT SHALL BE
SEALED, WITH BACKER ROD AND
SEALANT.
4. VA PROVIDED NICHE COVERS,
CONTRACTOR INSTALLED.
SCALE: 1" = 1'-0"
FA
CE
O F
PR
E-
CA
ST
CO
NC
. U
NI
T
CI717
2" 1'-10"
1' -21 2"
AT
B
AC
K, TY
P. 1'-8" TYP. 11 2"
F
RO
NT
TY
P.
1' -3
F
RO
NT
TY
P.
FIELD DRILL HOLE
FOR 1/2" Ø S.S. PIN
(SEE INSTALLATION
DETAILS), TYP.
1/4"Ø HOLE
CAST-IN-PLACE
(TYP.)
5 NICHE HIGH PRECAST
COLUMBARIUM UNIT
(SECTION)
FIELD DRILL HOLE
FOR 1/2" Ø S.S. PIN
(SEE INSTALLATION
DETAILS), TYP.
TYP. CONDITION AT
TOP OF PRECAST UNIT
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
SEE SPECIFICATIONS FOR
REQUIREMENTS FOR ROSETTE
SCREW ATTACHMENT AND
ALIGNMENT IN TOP ROW
1/
4"
TY
P.
TYP. CONDITION AT
INTERMEDIATE SHELVES OF
PRECAST UNIT
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 & SPANNER
HEAD BOLT (TYP.)
V.A. PROVIDED NICHE
COVERS W/
PRE-DRILLED 3/8" Ø
HOLES TO ACCEPT
ROSETTE & BOLT;
CONTRACTOR
INSTALLED
1"
TYP.
CI717
CI717
TYP. CONDITION AT
BOTTOM OF PRECAST
UNIT
1/4" X 1 3/4" S.S. EXPANSION
BOLT, LOCK WASHER & HEX
NUT (TYP.)
1/4" Ø HOLE CAST-IN-PLACE
1/
4"
TY
P.
STAINLESS STEEL
THREADED SPRING-CLIP
TO RECEIVE ROSETTE
BOLT
11 4"
1 2"
1"
2"
2"
SIDE VIEW
PLAN VIEW
5/16" X 3/4"
SLOTS
4"
11 4"
3/32" THICK STAMPED
STAINLESS STEEL
ANGLE W/ (2) SLOTS
FRONT VIEW
11 2"
C L
4"1
4"
4"
5 16
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.
STAINLESS STEEL ROSETTE (VA
STANDARD), SATIN FINISH,
PROVIDE PRODUCT LITERATURE.
1" Ø
3/4" TO 7/8" O.D. WHITE OR
CLEAR NEOPRENE WASHER
10-24 X 1 3/4" LENGTH STAINLESS
STEEL TAMPER-PROOF BOLT,
(TORX) BUTTON HEAD
FRONT ELEV. SECTION
BACKER ROD & SEALANT; CONTINUOUS AT
ALL EXPOSED JOINTS. SEALANT JOINT
DEPTH SHALL BE PER MANUFACTURER'S
RECOMMENDATIONS, TYP.
PLASTIC SHIMS; 4 LOCATIONS
EACH CAP. CENTER SHIMS
OVER PRECAST NICHE UNITS'
VERTICAL WEBS.
FACE OF CAP
FACE OF COLUMBARIUM
NICHE COVER
PRECAST COLUMBARIUM UNIT
FIELD-DRILLED HOLE TO
ACCEPT S.S. PINS (AFTER
CAPS ARE SET); (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.
BACKER ROD & SEALANT; CONTINUOUS AT
ALL EXPOSED JOINTS. SEALANT DEPTH
SHALL BE PER MANUFACTURER'S
RECOMMENDATIONS, TYP.
3/ 8"
3/
PLASTIC SHIMS; 4 LOCATIONS EACH
CAP. SHIMS SET A MINIMUM OF 3/4"
FROM EXPOSED EDGE OF PRECAST
NICHE UNIT
SETTING JOINT WITH BACK TO BACK UNITS.
SURFACE OF CAULK 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.
CI716
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.
BEHIND WEEP VENT, PLASTIC SHIMS; 4
LOCATIONS EACH CAP MIN.; ALL SHIMS TO
OCCUR OVER FULL, UNJOINTED PRECAST
COLUMBARIUM WEB CAULK 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
CAULK 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
NOTES:
1. ALIGN VERTICAL BASE STONE JOINTS WITH VERTICAL CAP STONE JOINTS. JOINTS SHALL BE CENTERED
ON CENTERLINE OF NICHE WEB. WEEP VENTS SHALL BE PLACED AT EACH VERTICAL CAP JOINT AND
VERTICAL BASE STONE 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
CI717
C L
CL
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
CHEROKEE COUNTY, GEORGIA
922CM3006
FEBRUARY 28, 2022 Dwg. of 178
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
GEORGIA NATIONAL CEMETERY
CONSTRUCTION DOCUMENTS
FOR PHASE 2
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H2 \20
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AD
\72 _9
CM
CI
1-
CO
L E
LE
V.
DW
G
Gordon
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
The LA Group
(518) 587-8100
RVi
(512) 480-0032
Leo A Daly
(402) 391-8111
Aqua Engineering
(970) 372-6104
COLUMBARIUM DETAILS 5
CI717
JEB 129
1'0 6"3"
1" = 1'-0"
CLOSED / CLOSED PRECAST COLUMBARIUM NICHE UNIT (5, 8, OR 10 NICHES WIDE)1 1'0 6"3"
1'-0" = 1'-0"
COLUMBARIUM NICHE COVER ATTACHMENT5 0 1"1'-0" = 1'-0"
ROSETTE DETAIL4 0 1"1'-0" = 1'-0"
MOUNTING BRACKET3 0 1"
JDB
3" = 1'-0"
COLUMBARIUM CAP ATTACHMENT DETAIL2 0 4"1" 2"
3" = 1'-0"
COLUMBARIUM CAP JOINT DETAIL6 0 4"1" 2"
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
CI718
CAP TYPE
A CAP TYPE
B
CI718
CAP TYPE
C
CI718
CAP TYPE
D
CI718
CAP TYPE
C
CI718
CAP TYPE
B
CI718
CAP TYPE
C
CI718
CAP TYPE
C
CI718
CAP TYPE
A
(SIM.)
EDGE OF FOUNDATION
BELOW, TYP.
NOTE: 'LIFETIME' WATERPROOFING SEALANT SHALL BE APPLIED TO ALL CAP STONES.
WATERPROOFING SHALL BE APPLIED AFTER JOINT SEALANT IS IN PLACE
CI714
CAP TYPE
C
CI718
CAP TYPE
D
CI718
CAP TYPE
C
CI718
CAP TYPE
B
CAP TYPE
F
CI718
CAP TYPE
B
CAP TYPE
C
CAP TYPE
B
CAP TYPE
B
CI718
CAP TYPE
B
CAP TYPE
C
CAP TYPE
C
CI718
CAP TYPE
H
CAP TYPE
H
CAP TYPE
H
CAP TYPE
E
CAP TYPE
E
CAP TYPE
J
CI718
CI718
CI718
CI718
CI718
CI718
CI718
CI718
CI718
CI718
CI718
CI718
CI718
CAP TYPE
B
CAP TYPE
B
CI718
CAP TYPE
B
CAP TYPE
C
CAP TYPE
B
CAP TYPE
C
CAP TYPE
C
CI718
CI718
CI718
CI718
CI718
CI718
CAP TYPE
B
CI718
CAP TYPE
F
CAP TYPE
B
CAP TYPE
H
CAP TYPE
H
CAP TYPE
H
CI718
CI718
CI718
CI718
CAP TYPE
A
CI718
CAP TYPE
C
CAP TYPE
B
CAP TYPE
B
CI718
CAP TYPE
C
CAP TYPE
B
CAP TYPE
G
CI71811
CI718
CI718
CI718
CI718
CAP TYPE
B
CI718
CAP TYPE
D
CI718
CAP TYPE
B
CI718
CAP TYPE
C
CAP TYPE
B
CAP TYPE
B
CI718
CAP TYPE
C
CI718
CI718
CI718
CAP TYPE
F
CI718
CAP TYPE
B
CAP TYPE
B
CI718
CI718
CAP TYPE
F
CI718
CAP TYPE
B
CAP TYPE
B
CI718
CI718
4' -6
3'-69 16"
1'-6"
2' -3
2'
-3
W
AS
H W
AS
H
WASH
ARRIS LINE
CONTINUOUS
DRIP SLOT,
TYP.
CI718
2' -3
2'
-3
4' -6
2'-1158"
W
AS
H W
AS
H
ARRIS LINE
CONTINUOUS
DRIP SLOT,
TYP.
CI718
2' -3
2'
-3
4' -6
3'-09 16"
W
AS
H W
AS
H
ARRIS LINE
CONTINUOUS
DRIP SLOT,
TYP.
CI718
4'-6" 2'-3" 2'-3"
2"
4"
CONTINUOUS DRIP SLOT, 1":
FROM EDGE OF CAP, MIN. 1-1/2"
FROM FACE OF WALL, TYP.
4' -11 4"
4'-47 16"
1'-6"
2' -05 8"
2' -05 8"
W
AS
H W
AS
H
WASH
ARRIS LINE
CONTINUOUS
DRIP SLOT,
TYP.
CI718
4' -11 4"
2'-1158"
2' -05 8"
2' -05 8"
W
AS
H
ARRIS LINE
CONTINUOUS
DRIP SLOT,
TYP.
CI718
W
AS
H
4' -11 4"
3'-09 16"
2' -05 8"
2' -05 8"
W
AS
H
ARRIS LINE
CONTINUOUS
DRIP SLOT,
TYP.
CI718
W
AS
H
4' -11 4"
3'
2' -05 8"
2' -05 8"
W
AS
H
ARRIS LINE
CONTINUOUS
DRIP SLOT,
TYP.
CI718
W
AS
H
4' -11 4"
4'-09 16"
2' -05 8"
2' -05 8"
W
AS
H
ARRIS LINE
CONTINUOUS
DRIP SLOT,
TYP.
CI718
W
AS
H
4' -11 4"
2'-112"
2' -05 8"
2' -05 8"
W
AS
H
ARRIS LINE
CONTINUOUS
DRIP SLOT,
TYP.
CI718
W
AS
H
4'-114"
2'-058" 2'-058"
2"
4"
CONTINUOUS DRIP SLOT, 1":
FROM EDGE OF CAP, MIN. 1-1/2"
FROM FACE OF WALL, TYP.
CUSTOM FABRICATED FRAME AND HINGED
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'-012"
6" M
IN
SU
M
P
6" M
IN
CRUSHED STONE
COMPACTED SUBGRADE
1' -6
" M
IN
CO
VE
R
PLACE (8) #4 BAR
TIE TO EACH
OTHER AND
WWF
2"
MIN.
3"MIN.
CUSTOM FRAME
AND GRATE
PLAN
FRAME PLAN
1' -1
9 16
1'-138"
39 16 " 113 16
SECTION
GRATE PLAN
1 4" M
AX
4' -6
4'
-6
4' -6
1'-1158"
W
AS
H W
AS
H
ARRIS LINE
CONTINUOUS
DRIP SLOT,
TYP.
CI718
5' -43 4"
4'-109 16"
2' -05 8"
2' -05 8"
W
AS
H
ARRIS LINE
CONTINUOUS
DRIP SLOT,
TYP.
CI718
W
AS
H
16"
1' -31 2"
4'-114"
WASH WASH
CI714
4' -11 4"
3'-712"
2' -05 8"
2' -05 8"
W
AS
H
ARRIS LINE
CONTINUOUS
DRIP SLOT,
TYP.
CI718
W
AS
H
4' -11 4"
2'-938"
2' -05 8"
2' -05 8"
W
AS
H
ARRIS LINE
CONTINUOUS
DRIP SLOT,
TYP.
CI718
W
AS
H
WASH
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
CHEROKEE COUNTY, GEORGIA
922CM3006
FEBRUARY 28, 2022 Dwg. of 178
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
GEORGIA NATIONAL CEMETERY
CONSTRUCTION DOCUMENTS
FOR PHASE 2
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\72 _9
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CI
1-
CO
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V.
DW
G
Gordon
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
The LA Group
(518) 587-8100
RVi
(512) 480-0032
Leo A Daly
(402) 391-8111
Aqua Engineering
(970) 372-6104
COLUMBARIUM DETAILS 6
CI718
JEB 130
0 1' 2'6"1" = 1'-0"
DOUBLE SIDED WALL CAP PLAN (COLUMBARIUM C ALL WALLS, COLUMBARIUM D WALLS 5-14, 17-26)1
JDB
0 1' 2'6"1/2" = 1'-0"
DOUBLE SIDED WALL CAP TYPE A 2 0 1' 2'6"1/2" = 1'-0"
DOUBLE SIDED WALL CAP TYPE B3 0 1' 2'6"1/2" = 1'-0"
DOUBLE SIDED WALL CAP TYPE C4
0 1' 2'6"3/8" = 1'-0"
SINGLE SIDED WALL CAP PLAN (COLUMBARIUM D WALLS 1-2 & 27-28 MIRROR.))7
0 1' 2'6"3/8" = 1'-0"
SINGLE SIDED WALL CAP PLAN (PLAZA D WALLS 3-4 & 15-16 MIRROR))8
1'0 6"3"1" = 1'-0"
DOUBLE SIDED WALL CAP SECTION6
0 1' 2'6"1/2" = 1'-0"
SINGLE SIDED WALL CAP TYPE A 9 0 1' 2'6"1/2" = 1'-0"
SINGLE SIDED WALL CAP TYPE B10 0 1' 2'6"1/2" = 1'-0"
SINGLE SIDED WALL CAP TYPE C11 0 1' 2'6"1/2" = 1'-0"
SINGLE SIDED WALL CAP TYPE D12 0 1' 2'6"13
SINGLE SIDED WALL CAP TYPE E13 0 1' 2'6"1/2" = 1'-0"
SINGLE SIDED WALL CAP TYPE F14 0 1' 2'6"1/2" = 1'-0"
SINGLE SIDED WALL CAP TYPE G15
1'0 6"3"1" = 1'-0"
SINGLE SIDED WALL CAP SECTION18
M
AT
CH
L
IN
E
6/
CI
MATCH LINE 7/CI717
0 1' 2'6"1/2" = 1'-0"
DOUBLE SIDED WALL CAP TYPE D5
0 1' 2'6"1/2" = 1'-0"
SINGLE SIDED WALL CAP TYPE H16 0 1' 2'6"1/2" = 1'-0"
SINGLE SIDED WALL CAP TYPE J17 NTS
HEEL PROOF GRATE AND DRAIN INLET STRUCTURE19
1'-6"
6"
6'-238" 6'-238" 6'-238" 6'-238" 6'-238"
6"
1'-6"
M
IN
1'
-0
31 4" M
AX
3' -03 4"
32'
1/2"Ø WEEP
HOLE AT POSTS,
TYP.
FISH-MOUTH JOINT, TYP.; FULL
WELD, GROUND SMOOTH
1.9" O.D. SCHED. 40 POWDER
COATED OVER GALVANIZED STEEL
RAILING. ENSURE SMOOTH FINISH.
TYP.
R2"R37 8 "
R2"
R3 7 8"
CI719
EMBED POST IN
CONCRETE PAVEMENT,
PROVIDE FLANGE, TYP.
NOTE:
1. SEE GRADING PLAN FOR ELEVATIONS.
2. MANUFACTURER TO FIELD VERIFY
ELEVATIONS & DIMENSIONS PRIOR TO
FABRICATION.
1'-6"
6"
6'-238"6'-238"6'-238"6'-238"6'-238"
6"
1'-6"
M
IN
1'
-0
31 4" M
AX
.3'-0 34 "
32'
1/2"Ø WEEP
HOLE AT POSTS,
TYP.
FISH-MOUTH JOINT, TYP.; FULL
WELD, GROUND SMOOTH
1.9" O.D. SCHED. 40 POWDER
COATED OVER GALVANIZED STEEL
RAILING. ENSURE SMOOTH FINISH.
TYP.
R2
R378"
R2"
R3 78 "
EMBED POST IN
CONCRETE PAVEMENT,
PROVIDE FLANGE, TYP.
NOTE:
1. SEE GRADING PLAN FOR ELEVATIONS.
2. MANUFACTURER TO FIELD VERIFY
ELEVATIONS & DIMENSIONS PRIOR TO
FABRICATION.
CI719
colb. d - north view
6'-3"
6"
1'-6"6'-3"6'-3"6'-3"
6"
1'-6"
M
IN
1'
-0
31 4" M
AX
26'
R2"
R3 78 "
R2"
R3 7 8"
1/2"Ø WEEP
HOLE AT POSTS,
TYP.
FISH-MOUTH JOINT, TYP.; FULL
WELD, GROUND SMOOTH
1.9" O.D. SCHED. 40 POWDER
COATED OVER GALVANIZED STEEL
RAILING. ENSURE SMOOTH FINISH.
TYP.
EMBED POST IN
CONCRETE PAVEMENT,
PROVIDE FLANGE, TYP.
NOTE:
1. SEE GRADING PLAN FOR ELEVATIONS.
2. MANUFACTURER TO FIELD VERIFY
ELEVATIONS & DIMENSIONS PRIOR TO
FABRICATION.
CI719
colb. d - SOUTH view
6'-3"
6"
1'-6" 6'-3" 6'-3" 6'-3"
6"
1'-6"
M
IN
1'
-0
31 4" M
AX
26'
R2"
R3 7 8"
R2"
R3 78 "
1/2"Ø WEEP
HOLE AT POSTS,
TYP.
FISH-MOUTH JOINT, TYP.; FULL
WELD, GROUND SMOOTH
1.9" O.D. SCHED. 40 POWDER
COATED OVER GALVANIZED STEEL
RAILING. ENSURE SMOOTH FINISH.
TYP.
EMBED POST IN
CONCRETE PAVEMENT,
PROVIDE FLANGE, TYP.
NOTE:
1. SEE GRADING PLAN FOR ELEVATIONS.
2. MANUFACTURER TO FIELD VERIFY
ELEVATIONS & DIMENSIONS PRIOR TO
FABRICATION.
CI719
1' -0
M
IN
2"
DIA.
CONCRETE SIDEWALK
CORE DRILLED POST, NON-SHRINK
GROUT. STRIKE OFF TOP OF
GROUT AND SLOPE TO DRAIN
AWAY FROM POST
RAILING POST
S.S. FLANGE & CANOPY,
SEE DETAIL 5/CI730
CENTERLINE RAILING POST
1/2"Ø WEEP HOLE
0' -1
" 7
CI719
S.S. THRU BOLT & NUT,
TYP.
6" TYP.
PLAN
SLOPED FACE
FLANGE CANOPY
POST OPENING
R1"
R178"
R29
16"CORE DRILLED POST,
NON-SHRINK GROUT
RAILING POST
3 16
5 8"
SECTION
NOTES:
1. FLANGE TO BE GALVANIZED AND POWDER COATED TO MATCH HANDRAIL.
CONCRETE
3'-6"
6"
1' 3'-6"
6"
1'
8'
M
IN
1'
-0
31 4" M
AX
R2"R37 8 "
R2"
R3 7 8"
1/2"Ø WEEP HOLE
AT POSTS, TYP.
FISH-MOUTH JOINT, TYP.; FULL
WELD, GROUND SMOOTH
1.9" O.D. SCHED. 40 POWDER
COATED OVER GALVANIZED
STEEL RAILING. ENSURE
SMOOTH FINISH. TYP.
EMBED POST IN CONCRETE
PAVEMENT, PROVIDE FLANGE,
TYP.
CI719
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
CHEROKEE COUNTY, GEORGIA
922CM3006
FEBRUARY 28, 2022 Dwg. of 178
Office of Design and Construction
Service U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9
GEORGIA NATIONAL CEMETERY
CONSTRUCTION DOCUMENTS
FOR PHASE 2
Fil e P ath : G
:\P
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1\2
_V
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SE
_G
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RG
IA
_N
AT
IO
NA
L_
CE
ME
TE
RY
_P
H2 \20
0C
AD
\72 _9
CM
CI
1-
CO
L E
LE
V.
DW
G
Gordon
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
The LA Group
(518) 587-8100
RVi
(512) 480-0032
Leo A Daly
(402) 391-8111
Aqua Engineering
(970) 372-6104
COLUMBARIUM RAMP DETAILS
CI719
JEB 131JDB
0 4"1" 2"3" = 1'-0"
RAILING POST SETTING6
0 1' 2'6"1/2" = 1'-0"
COLUMBARIUM C RAMP - NORTH1
0 1' 2'6"1/2" = 1'-0"
COLUMBARIUM C RAMP - SOUTH2
0 1' 2'6"1/2" = 1'-0"
COLUMBARIUM D RAMP - NORTH3
0 1' 2'6"1/2" = 1'-0"
COLUMBARIUM D RAMP - SOUTH4
2"0 1"6" = 1'-0"
POST FLANGE SECTION AND PLAN70 1' 2'6"1/2" = 1'-0"
COLUMBARIUM D RAMP - EAST5
8' -71 2"
10'
3' -71 2"
2'
TYP.
4"
2' 2'
2' 2'
-31 2"
1'1'
CASKET LOCATION
CASKET BIER
ALL OTHER EXISTING GRANITE PANELS TO REMAIN;
REMOVE AND REPLACE PANELS AS NECESSARY TO
REPLACE GRANITE CIRCLE
NEW GRANITE CIRCLE,
MATCH EXISTING SIZE AND
FINISHES
(6) NEW 12" DIA. BAS-RELIEF
EMBLEMS; PLACE IN ORDER
SHOWN
(8) NEW STONE ANCHORS TO
ATTACH CIRCULAR PANEL,
BASIS OF DESIGN 'HB435', SEE
STRUCTURAL DETAILS
3/8"
CI7504
CI750
CI750
NOTE: MAINTAIN EXISTING
3/8" SEALANT JOINT SPACING
8' -8
9'-6"
3' -8
2'
TYP.
4"
2' 2'
2' 2'
-4
9"9"
ALL OTHER EXISTING GRANITE PANELS TO REMAIN;
REMOVE AND REPLACE PANELS AS NECESSARY TO
REPLACE GRANITE CIRCLE
NEW GRANITE CIRCLE,
MATCH EXISTING SIZE AND
FINISHES
(6) NEW 12" DIA. BAS-RELIEF
EMBLEMS; PLACE IN ORDER
SHOWN
(8) NEW STONE ANCHORS TO
ATTACH CIRCULAR PANEL,
BASIS OF DESIGN 'HB435', SEE
STRUCTURAL DETAILS
CI7504
CI750
CI750
NOTE: MAINTAIN EXISTING
3/8" SEALANT JOINT SPACING
8' -7
9'-6"
3' -7
2'
TYP.
3"
2' 2'
2' 2'
-4
9"9"
CASKET LOCATION
CASKET BIER
ALL OTHER EXISTING GRANITE PANELS TO REMAIN;
REMOVE AND REPLACE PANELS AS NECESSARY TO
REPLACE GRANITE CIRCLE
NEW GRANITE CIRCLE,
MATCH EXISTING SIZE AND
FINISHES
(6) NEW 12" DIA. BAS-RELIEF
EMBLEMS; PLACE IN ORDER
SHOWN
(8) NEW STONE ANCHORS TO
ATTACH CIRCULAR PANEL,
BASIS OF DESIGN 'HB435', SEE
STRUCTURAL DETAILS
CI7504
CI750
CI750
NOTE: MAINTAIN EXISTING
3/8" SEALANT JOINT SPACING
NEW…
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