BNC-929CM003-BD-PLANSPart-10.pdf
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- Solicitation number
- 36C78626B0029_1
About this file
This document is a set of construction drawings for the Bakersfield National Cemetery Expansion project located in Kern County, California, issued by the U.S. Department of Veterans Affairs Office of Design and Construction Service. The drawings are part of the bid documents and detail the design specifications for multiple project components including columbarium units, seating walls, drainage systems, landscape improvements, and a rostrum structure.
The columbarium details specify precast concrete niche units with five niches per unit, stainless steel weld plates for attachment, and government-supplied niche covers with contractor installation. The niche units require field-drilled holes for pins, backer rod and sealant joints, stainless steel expansion bolts, and rosette attachments with tamper-proof bolts. Aluminum numbering systems must match existing columbarium units with specific font, color, and sizing requirements. The cast-in-place stained concrete seating walls feature vertical 'V'-shaped score lines with specifications for finished exposed heights between 15 and 24 inches, 1-inch chamfered edges, and Finish Type C1 per the schedule of finishes. Drainage infrastructure includes area drains, storm water collector pipes, and cleanout systems. The landscape plan incorporates multiple gravel types (stabilized grey crushed stone, gold stone fines, and burgundy lava rock mulch), native grass seed, and various plantings including shade trees, ornamental trees, shrubs, perennials, and succulents, with plant keys providing botanical and common names. A rostrum structure is included as a bid option featuring patterned and stained concrete pillars, accessible walkways, handrails, and mounted bronze service seals. Project number 929CM003 with drawings dated July 30, 2026 and prepared by Integrity Federal Services and The LA Group Joint Venture in coordination with AES Group, Inc.
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Text version
11 2"
FR
O
NT
7'- 0"
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
8 OR 9-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 RESIDENT
ENGINEER/CONTRACTING
OFFICER'S REPRESENTATIVE.
(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 SHALL BE
SEALED, WITH BACKER ROD AND
SEALANT.
4. GOVERNMENT SUPPLIED -
CONTRACTOR INSTALLED NICHE
COVERS.
FA
CE
O F
PR
E-
CA
ST
CO
NC
. U
NI
T
CI703
VERTICAL NICHE WEB, TYP.
HORIZONTAL NICHE WEB, TYP.
0'-2" 1'-10"
1'- 21 2"
AT
B
AC
K, TY
P. 1'-8" TYP.
0'- 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.
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'-
0'-10"
TYP. 0'-
2" 1'-
8"
5-NICHE HIGH PRECAST COLUMBARIUM UNIT
(PLAN)
BACKER ROD AND SEALANT BETWEEN NICHE UNITS, TYP.
VERTICAL JOINTS BETWEEN PRECAST CONC. NICHES SHALL BE
3/8"; PROVIDE BACKER ROD AND SEALANT AT ALL EXPOSED JOINTS
(FRONT OF NICHE UNITS); SEALANT COLOR SHALL BE APPROVED
BY THE RESIDENT ENGINEER / CONTRACTING OFFICER'S
REPRESENTATIVE (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
CL CL
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.
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.)
CI703
3/4" Ø NEOPRENE
WASHER (TYP.),
BEHIND ROSETTE
ROSETTE & SPANNER
HEAD BOLT (TYP.)
CI703
V.A. PROVIDED NICHE
COVERS W/ PRE-DRILLED
3/8" Ø HOLES TO ACCEPT
ROSETTE & BOLT;
CONTRACTOR INSTALLED
1"
TYP.
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"
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. THICKNESS OF WASHERS TO BE
CONSISTENT FOR ALL ROSETTE INSTALLATION APPLICATIONS.
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,
(SPANNER DRILLED TWO HOLE)
BUTTON HEAD
FRONT ELEV. SECTION
DOUBLE-SIDED COLUMBARIUM WALL
PLAN (TOP)
DOUBLE-SIDED COLUMBARIUM WALL
TO PIER PLAN (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
UNDERNEATH
NICHE WALL
PRE-CAST NICHE
UNIT
EDGE OF CONC. PIER CORE
EDGE OF PRE-CAST
NICHE UNIT
(1) 3" W X 14" THICK S.S. 'L'
TOP WELD PLATE
(1) 6" X 5" X 1
4" S.S. WELD
PLATE EMBEDDED INTO
VERTICAL FACE OF
CONCRETE PIER; SEE
STRUCTURAL DRAWINGS
B
A
EMBEDDED WELD
PLATE, TYP.
'L' BRACKET WELDED TO
EMBEDDED PLATES
WALL CAP
CONCRETE PIER
PRECAST
CONCRETE NICHE
UNIT
1/2" SEALANT JOINT WITH
BACKER ROD, TYP.
SECTION 'A' AT PIER
SECTION 'B' AT NICHES
TOP OF WELD PLATE
MATERIALS SHALL BE FLUSH
WITH CONCRETE OR BELOW
CONCRETE SURFACE
TOP OF NICHE UNIT, TYP.
(1) 3" X 9" X 1/4"
(DOUBLE-SIDED) S.S.
WELD PLATE
2"X6"X1/4" S.S. WELD
PLATE CAST INTO
PRE-CAST UNIT
4" STUBS
JOINT BETWEEN
PRE-CAST UNITS
8"
CUT-STONE CAP FACE OR
CONCRETE PIER FACE
NOTE:
INDIVIDUAL ALUMINUM NUMBERING TO
MATCH NUMBERS AT EXISTING
COLUMBARIUM A & B, (VERIFY FONT: TIMES
NEW ROMAN, VERIFY COLOR SILVER FINISH,
VERIFY NUMBER HEIGHT, STUD MOUNTED
WITH 1/4" STANDOFF SPACERS) SIZES OF
1-1/2" HT. X 3/8" OR 6" HT. X 3/4" ANCHORED
AS SHOWN; PROVIDE SHOP DRAWINGS.
CONTRACTOR TO ENSURE MASTIC
MATERIAL DOES NOT COME IN CONTACT
WITH CUT-STONE CAP FACE .
ALUMINUM MOUNTING STUD
WELDED OR THREADED TO NUMBER
MASTIC (EPOXY MODIFIED
CEMENTITIOUS GROUT)
FIELD DRILLED HOLE TO
ACCEPT MOUNTING STUD;
HOLE TO BE 1/4" MAX. LARGER
DIA. & 1/4" DEEPER THAN
MOUNTING STUD CAST
ALUMINUM
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
KERN COUNTY, CALIFORNIA
929CM003
JULY 30, 2026
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
VA FORM 08 - 6231
321 4 5 6 7 8 9
BAKERSFIELD NATIONAL CEMETERY
EXPANSION CONSTRUCTION
DOCUMENTS
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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
Walter P Moore
(310) 254-1900
AES Group, Inc.
(303) 841-3922
Davy Architecture
(619) 238-3811
Aqua Engineering
(970) 229-9668
Above Group
(321) 345-9026
5-31-2027 7-28-2026
Scale: 1" = 1'-0"
CONCRETE NICHE UNIT1
JDS JEM
CI703
COLUMBARIUM DETAILS 2
(BASE BID)
Scale: NTS NICHE COVER ATTACHMENT2 Scale: NTS
WELD PLATE DETAILS3
Scale: NTS MOUNTING BRACKET4 Scale: NTS
ROSETTE5
Scale: NTS
ALUMINUM LETTER/NUMBER ATTACHMENT6
0'-10"
TYP.
0'-10"
TYP.
0' -1
3 4"M
AX
TY
P.
CAP SHIMS, TYP.
RECESSED WELD PLATES;
SEE WELD PLATE
ENLARGEMENT, TYP.
TOP OF PRE-CAST
COLUMBARIUM UNIT, TYP.
FACE OF NICHE COVER, TYP.
FACE OF CAP ABOVE, TYP.
PARTIAL EPOXY GROUT BED FOR CAPS,
TYP.
CAP JOINT ABOVE, CENTERED ON
CENTERLINE OF NICHE WEBBING, TYP.
1/2" BACKER ROD AND SEALANT CAP
JOINT ABOVE, CENTERED ON
CENTERLINE OF NICHE WEBBING, 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.
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,
TYP.
CI703
SET CAP SHIMS BACK FROM FACE OF
PRECAST NICHE UNITS TO AVOID
CONFLICT WITH WEEP VENTS OR
BACKER ROD AND SEALANT JOINT.
SHIMS TO ALIGN WITH PRECAST
NICHE UNIT VERTICAL WEBS BELOW.
RECESSED WELD PLATES;
SEE WELD PLATE
ENLARGEMENT, TYP.
C.I.P. CONCRETE PIER
CI703
FACE OF PRECAST
CONC. NICHE UNIT, TYP.
NICHE WEBBING BELOW, TYP.
WALL CENTER / LAYOUT LINE, TYP.
PROVIDE WEEP VENTS AT ALL CAP,
NICHE UNIT AND PIER JOINTS, 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. 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
LPXX LAYOUT LINE
SEE COLUMBARIUM LAYOUT
ENLARGEMENTS
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.
CI703
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 ALIGN
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. CAP JOINTS SHALL BE CENTERED ON CENTERLINE OF NICHE WEB. WEEP VENTS SHALL BE PLACED AT EACH
VERTICAL CAP JOINT.
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
CI704
C L
CL
4'-013 16" 3'-0 9
16"
2'-115 8"
5' -0
1 2"
5' -0
1 2"
5' -0
1 2"
2' -6
1 4"
2' -6
1 4"
2' -6
1 4"
CENTERLINE
OF
CONTINUOUS
DRIP EDGE,
TYP.
ARRIS LINE,
TYP.
CENTERLINE
OF
CONTINUOUS
DRIP SLOT,
TYP.
ARRIS LINE,
TYP.
CENTERLINE
OF
CONTINUOUS
DRIP SLOT,
TYP.
ARRIS LINE,
TYP.
CI704
CI704
CI704
4'-0 9 16"
5' -0
1 2"
2' -6
1 4" CENTERLINE
OF
CONTINUOUS
DRIP SLOT,
TYP.
ARRIS LINE,
TYP.
CI704
CAP TYPE A CAP TYPE B
CAP TYPE C CAP TYPE D
5" 1"
2'-61 4" 2'-61
4"
CONTINUOUS DRIP EDGE, TYP.
LIMESTONE CAP, TYP.
CI704
EASE EDGES AT TOP OF CAP FACE, TYP.
3 8"
8" 1
8"
1"1"
VERTICAL FACE
/ EDGE OF CAP
2"1 2"
1/8" CHAMFER AT BOTTOM
EDGE OF CAP, TYP.
" M
IN
1"
M
AX
SE
E 8/
L7
FINISHED
GRADE, TYP.
FINISHED GRADE ±2" FROM
FINISHED GRADE ON
INSIDE OF WALL; PROVIDE
POSITIVE DRAINAGE AWAY
FROM SEAT WALL,
SEE COLUMBARIUM
GRADING PLANS, TYP.
C.I.P. PATTERNED AND
STAINED CONCRETE SEAT
WALL W/ 1" CHAMFERED
EDGES ON TOP AND SIDES,
TYP. FINISH TYPE C1,
REF 09 60 00 SCHEDULE
OF FINISHES
1/2" EXP. JOINT
MULCH OR SEED, SEE
LANDSCAPE PLANS FOR
TYPE AND LOCATIONS, TYP.
12"
LAYOUT LINE, SEE COLUMBARIUM
LAYOUT ENLARGEMENTS
COMPACTED AGGREGATE
BASE, TYP.
CONC. PAVEMENT WITH
THICKENED EDGE, TYP.
SUBGRADE COMPACTED FILL
PER GEOTECHNICAL
RECOMMENDATIONS, TYP.
REINFORCED CONCRETE
FOUNDATION AND
FOOTING; SEE
STRUCTURAL DWGS.
FINISHED GRADE, TYP.
SEE NOTES
6" T
YP
IC
AL
1" CHAMFER, ALL EDGES AND
CORNERS, OF SEAT WALL TYP.
FINISHED GRADE, TYP., SEE NOTES
VA
RI
ES
12" TYP.
VARIES - SEE COLUMBARIUM LAYOUT ENLARGEMENT PLANS
TOP OF
SEAT WALL
(TW)
TOP OF
SEAT WALL
(TW)
TOP OF
SEAT WALL
(TW)
CI704
C.I.P. STAINED
CONCRETE WALL,
TYP. SEE NOTES
C.I.P. STAINED
CONCRETE WALL,
TYP. SEE NOTES
'V' SHAPED SCORE LINE CAST INTO
CONCRETE WALL; 1/2" WIDE, TYP.
VERTICAL 'V' SHAPED SCORE LINES STOP AT TOP OF SEAT WALL;
LINES DO NOT WRAP AROUND TO TOP OF SEAT WALL
SEAT WALL NOTES:
1. FINISHED EXPOSED SEAT WALL HEIGHT ON INSIDE OF PLAZA AREA TO BE BETWEEN 15" MIN. AND 24" MAX.
2. REPEAT TYPICAL VERTICAL SCORE PATTERN AS SHOWN, SEE SEAT WALL ELEVATIONS ON CI706 AND CI707.
3. VERTICAL JOINTS TO BE LOCATED AT STEPS IN SEAT WALL HEIGHT LOCATIONS.
4. PATTERN TO START OVER AT CORNERS, WALL HEIGHT CHANGES AND EXPANSION JOINTS IF EXPANSION
JOINTS ARE NECESSARY. REFERENCE STRUCTURAL DRAWINGS.
5. AT SEAT WALL ENDS, CORNERS, EXPANSION JOINTS AND WALL HEIGHT CHANGES, ELIMINATE
VERTICAL SCORE PATTERN TO MAINTAINS A JOINT PATTERN OF 6"+ MIN. IF NECESSARY.
6. BW (BOTTOM OF WALL) ELEVATIONS SHOWN ARE INSIDE OF COLUMBARIA PLAZA.
7. PROPOSED FG (FINISHED GRADE) OUTSIDE OF COLUMBARIA PLAZA IN LANDSCAPE TO BE ±2" FROM PROPOSED
INSIDE BW (BOTTOM OF WALL) ELEVATIONS. PROVIDE POSITIVE DRAINAGE AWAY FROM WALL FACE.
8. REF. COLUMBARIUM ENLARGED GRADING PLANS AND COLUMBARIUM ELEVATIONS.
9. C.I.P. STAINED SEAT WALL WITH FINISH TYPE C1, REF 09 60 00 SCHEDULE OF FINISHES
VA
RI
ES
SE
E
G
RA
DI
NG
P
LA
NS
FO
R
EX
PO
SE
D
HE
IG
HT
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
KERN COUNTY, CALIFORNIA
929CM003
JULY 30, 2026
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
VA FORM 08 - 6231
321 4 5 6 7 8 9
BAKERSFIELD NATIONAL CEMETERY
EXPANSION CONSTRUCTION
DOCUMENTS
Fil e P ath
G:
\P
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\20
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\92 9C
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_C I70
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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
Walter P Moore
(310) 254-1900
AES Group, Inc.
(303) 841-3922
Davy Architecture
(619) 238-3811
Aqua Engineering
(970) 229-9668
Above Group
(321) 345-9026
5-31-2027
7-28-2026
Scale: NTS
CAP SETTING DETAIL - ELEVATION1
JDS JEM
CI704
COLUMBARIUM DETAILS 3
(BASE BID)
Scale: NTS
CAP SETTING DETAIL - SECTION2
Scale: NTS
CAP SETTING DETAIL - PLAN3
Scale: NTS
CAP DETAILS - TYPES A-D4
Scale: NTS TYPICAL CAP SECTION5 Scale: NTS
CAP DRIP EDGE6
N.T.S.
TYPICAL COLUMBARIUM SEAT WALL ELEVATION8
SCALE: 1-1/2" = 1'-0"
TYPICAL COLUMBARIUM SEAT WALL SECTION7
1 2", TY
P.
VA
RI
ES
TY
P.
7" TY
P.
COLUMBARIUM NICHE UNIT
ASSEMBLY, TYP.
FACE OF C.I.P. PATTERNED AND
STAINED CONCRETE (BEYOND), TYP.
FINISHED GRADE; PEDESTRIAN CONC.
PAVING WITH THICKENED EDGE, TYP.
SEE COLUMBARIUM PAVING
ENLARGEMENTS
DECORATIVE DRAINAGE STONE; 3/8" TO
3/4" WASHED AGGREGATE. COLOR, SIZE
AND GRADATION TO MATCH EXISTING
COLUMBARIUM; AGGREGATE 1/2" MAX.
BELOW FINISHED GRADE, TYP.
WASHED #57 STONE WRAPPED
W/ 8OZ NON-WOVEN FILTER
FABRIC, TYP.
REINFORCED CONCRETE
FOUNDATION AND FOOTING;
SEE STRUCTURAL DRAWINGS
1'-1 34"
TYP.
EQ EQ 4" DIA PERFORATED HDPE
UNDERDRAIN; SEE COL.
DRAINAGE PLANS FOR
CONNECTIONS TO DRAINAGE
SYSTEM
2" M
IN
1 2" T
YP
VA
RI
ES
TY
P.
PEDESTRIAN CONC. PAVING, TYP.
SEE COLUMBARIUM PAVING
ENLARGEMENT
4" DIA PERFORATED HDPE UNDERDRAIN;
SEE COL. DRAINAGE PLANS FOR
CONNECTIONS TO DRAINAGE SYSTEM
7" TY
P.
WASHED #57 STONE WRAPPED
W/ 8OZ NON-WOVEN FILTER
FABRIC, TYP.
FINISHED GRADE, TYP.
COLUMBARIUM NICHE UNIT
ASSEMBLY, TYP.
FACE OF C.I.P. PATTERNED AND
STAINED CONCRETE (BEYOND), TYP.
EQ EQ
4" SOLID PVC RISER; PROVIDE
LONG SWEEP CONNECTIONS TO
UNDERDRAIN PIPE WITH
TRANSITION COUPLING AND
CLEANOUT CAP WITH PLUG, TYP.
DECORATIVE DRAINAGE STONE:
3/8" TO 3/4" WASHED AGGREGATE.
COLOR, SIZE AND GRADATION TO
MATCH EXISTING COLUMBARIUM;
AGGREGATE 1/2" MAX. BELOW
FINISHED GRADE, TYP.
REINFORCED CONCRETE FOUNDATION AND
FOOTING; SEE STRUCTURAL DRAWINGS
1'-1 34"
TYP.
3"
TYP.
6" SOLID HDPE PIPE; CONNECT TO
AREA DRAIN STRUCTURE PER
MANUFACTURER'S
RECOMMENDATIONS
2,500 PSI CIRCULAR
PORTLAND CEMENT
CONCRETE PAD; PROVIDE
POSITIVE DRAINAGE
TOWARDS DRAIN
RIM ELEVATION; SEE PLANS
12" Ø GALVANIZED CAST IRON
AREA DRAIN WITH DOME TOP;
TOP TO INCLUDE S.S. WIRE MESH
FINISH GRADE, TYP.
5" TY
P.
CUSTOM FABRICATED FRAME AND
HINGED GRATE FLUSH WITH FINISH
GRADE.
BASIS OF DESIGN
MANUFACTURER: IRON AGE DESIGNS
MODEL: CUSTOM 10" SQUARE
REGULAR JOE HEEL PROOF W/
LOCKING DEVICE
LOAD RATING: H-10
MATERIAL: CAST IRON
FINISH: BAKED ON OIL FINISH
FINISH
GRADE
6" PVC INLET DRAIN STRUCTURE
BASIS OF DESIGN
MANUFACTURER: NYLOPLAST
MODEL: 2718AG
O.D. 6"
FRAME PLAN
N.T.S.
10"
39 16 " 113 16
SECTION
N.T.S.
GRATE PLAN
N.T.S.
1 4" M
AX
PLACE (8) #4 BAR
TIE TO EACH
OTHER AND
WWF
2"
MIN.
3"MIN.
CUSTOM
FRAME AND
GRATE
STRUCTURAL
SUPPORT
PLAN
4" DRAIN
PIPE
OUTLET ADAPTER
MARBLE NICHE COVER,
TYP.
PRECAST COLUMBARIUM
NICHE UNIT, TYP.
1 2" 2"
OUTSIDE FACE OF PIER
WRAPPED 'V' SHAPED
SCORE LINE FROM EDGE TO
OUTSIDE FACE OF PIER, TYP.
1/2" WIDE X 1/2" DEEP 'V'
SHAPED SCORE LINE, TYP.
1" CHAMFER ON PIER EDGE, TYP.
LIMESTONE CAP, TYP.
NOTE: 'V' SHAPED SCORE
LINE FROM EDGE DOES NOT
WRAP TO INSIDE FACE OF
PIER AT NICHE UNITS, TYP.
NOTE:
1. 'V' SHAPED SCORE LINES TO EXTEND
1" MIN. BELOW FINISHED GRADE AND
THEN FILLED WITH GROUT TO MEET
FINISHED GRADE.
1'MIN.
6"
MIN.
NOTE:
CONTRACTOR TO
COORDINATE CLEANOUT
LOCATION W/GRADING AND
STORMWATER AND
DRAINAGE PLANS
4" M
IN
3" M
AX
1" M
AX
4" PVC RISER, 45°
ELBOWS, & FLUSH
MOUNTED
CLEANOUT PLUG
COMPACTED
APPROVED
GENERAL FILL
45° SWEEP
ELBOWS (2)
COMPACTED APPROVED
DRAINAGE STONE
STORM WATER COLLECTOR
PIPE, TYP.; 6" SOLID HDPE PIPE
CAST IRON CLEANOUT FRAME & COVER WITH
RECESSED CLEANOUT; PROVIDE ACCURATE SWING
TIE AS BUILT LOCATION
COMPACTED APPROVED GENERAL
FILL (CONTRACTOR TO ASSUME
THIS MATERIAL WILL BE
IMPORTED)
BURGUNDY LAVA ROCK
MULCH
CAST IRON CLEANOUT FRAME & COVER, FLUSH
WITH FINISHED GRADE
RECESSED 4" PVC CLEANOUT WITH PLUG
SAND CUSHION
6" PVC ENCASEMENT PIPE
CAST IN PLACE CONCRETE COLLAR
4" PVC RISER
AS
R
EQ
UI
RE
D
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
KERN COUNTY, CALIFORNIA
929CM003
JULY 30, 2026
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
VA FORM 08 - 6231
321 4 5 6 7 8 9
BAKERSFIELD NATIONAL CEMETERY
EXPANSION CONSTRUCTION
DOCUMENTS
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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
Walter P Moore
(310) 254-1900
AES Group, Inc.
(303) 841-3922
Davy Architecture
(619) 238-3811
Aqua Engineering
(970) 229-9668
Above Group
(321) 345-9026
5-31-2027 7-28-2026
JDS AJM
CI705
COLUMBARIUM DETAILS 4
(BASE BID)
Scale: 1-1/2" = 1'-0"
DECORATIVE PEA GRAVEL FLOWER VASE DRIP STRIP W/ UNDER DRAIN1
Scale: 1-1/2" = 1'-0"
DECORATIVE PEA GRAVEL FLOWER VASE DRIP STRIP UNDER DRAIN CLEANOUT2
Scale: 1" = 1'-0"
AREA DRAIN (TYPE 1) IN LANDSCAPE BED3
Scale: 1" = 1'-0"
AREA DRAIN (TYPE 2) IN HARDSCAPE4
Scale: 3" = 1'-0" TYPICAL 'V' SHAPED SCORE LINE AT COLUMBARIUM5 Scale: 1-1/2" = 1'-0"
STORM WATER COLLECTOR PIPE CLEANOUT6
1944.50 1945.00
1946.00
1947.00
1948.00
1945.50
1946.50
1947.50
1944.50 1945.00
1946.00
1947.00
1948.00
1945.50
1946.50
1947.50
BW
1944.57
BW 1945.02
TW
1946.25
TW 1946.75
8'-0"26'-1034"
35'-1034"
1'-0"
VA
RI
ES
6" TY
P.
VA
RI
ES
18" 12" 12" 8" 12" 12"
TYPICAL VERTICAL SCORE PATTERN
SEE NOTES
C.I.P. STAINED CONCRETE
WALL, TYP.; SEE NOTES
1" CHAMFER, ALL
CORNERS, TYP.
FINISHED GRADE, TYP.; SEE GRADING PLANS SEAT WALL B
(IN FRONT)
WALL EXP. JOINT,
TYP.; SEE NOTES
VERT. CAST 'V' SCORING STOPS AT TOP OF WALL; LINES DO NOT
WRAP AROUND TO HORIZONTAL PLANE OF WALL, TYP.
1944.50 1945.00
1946.00
1947.00
1948.00
1945.50
1946.50
1947.50
BW 1945.52
TW
1946.75 TW 1946.75
TW 1947.25
1944.50 1945.00
1946.00
1947.00
1948.00
1945.50
1946.50
1947.501'-0" 1'-0"
50'-4"
VA
RI
ES
6" TY
P.
VA
RI
ES
48'-4"
18" 12" 12"
BW 1945.02
8" 12" 12"
TYPICAL VERTICAL SCORE PATTERN
SEE NOTES
BW 1945.02 BW 1944.91
C.I.P. STAINED CONCRETE
WALL, TYP.; SEE NOTES
1" CHAMFER, ALL
CORNERS, TYP.
FINISHED GRADE, TYP.; SEE GRADING PLANS
SEAT WALL A
(IN FRONT)
SEAT WALL C (BEHIND)
WALL EXP. JOINT,
TYP.; SEE NOTES
VERT. CAST 'V' SCORING STOPS AT TOP OF WALL; LINES DO NOT
WRAP AROUND TO HORIZONTAL PLANE OF WALL, TYP.
1944.50 1945.00
1946.00
1947.00
1948.00
1945.50
1946.50
1947.50
1948.50
18" 12"
BW 1945.62
TW 1946.75
TW 1947.25
BW 1945.52
1944.50 1945.00
1946.00
1947.00
1948.00
1945.50
1946.50
1947.50
1948.50 1'-0"1'-0"
VA
RI
ES
4'-0"
6'-0"
6" TY
P.
VA
RI
ES
12"
TYPICAL SCORE
PATTERN
SEE NOTES
SEAT WALL D
(IN FRONT)
SEAT WALL B
(BEHIND)
FINISHED GRADE, TYP.; SEE GRADING PLANS
C.I.P. STAINED CONCRETE
WALL, TYP.; SEE NOTES
1" CHAMFER, ALL
CORNERS, TYP.
1945.00
1946.00
1947.00
1948.00
1945.50
1946.50
1947.50
1948.50
18" 12"
BW 1945.62
BW 1946.40
TW
1947.25
TW 1947.75
1945.00
1946.00
1947.00
1948.00
1945.50
1946.50
1947.50
1948.50 1'-0"
1'-0"25'-8"25'-8" 53'-4"
6" TY
P.
VA
RI
ES VA
RI
ES
12" 8" 12" 12"
TYPICAL VERTICAL SCORE PATTERN
SEE NOTES
C.I.P. STAINED CONCRETE
WALL, TYP.; SEE NOTES
1" CHAMFER, ALL
CORNERS, TYP.
FINISHED GRADE, TYP.; SEE GRADING PLANS
SEAT WALL E
(IN FRONT)
SEAT WALL C
(IN FRONT)
WALL EXP. JOINT,
TYP.; SEE NOTES
VERT. CAST 'V' SCORING STOPS AT TOP OF WALL; LINES DO NOT
WRAP AROUND TO HORIZONTAL PLANE OF WALL, TYP.
1946.00
1947.00
1948.00
1949.00
1945.50
1946.50
1947.50
1948.50
12"
BW 1946.40
BW
1946.35
TW
1947.75
1946.00
1947.00
1948.00
1949.00
1945.50
1946.50
1947.50
1948.501'-0" 5'-0"
VA
RI
ES
VA
RI
ES
6'-0"
18"12"
TYPICAL SCORE
PATTERN
SEE NOTES
SEAT WALL F
(BEHIND)
SEAT WALL D
(IN FRONT)
FINISHED GRADE,
TYP.; SEE
GRADING PLANS
C.I.P. STAINED CONCRETE
WALL, TYP.; SEE NOTES
1" CHAMFER, ALL
CORNERS, TYP.
1946.00
1947.00
1948.00
1949.00
1946.50
1947.50
1948.50
BW 1947.11
TW
1947.75
TW 1948.25
TW 1948.75
BW
1946.35 1946.00
1947.00
1948.00
1949.00
1946.50
1947.50
1948.50
1'-0"
VA
RI
ES VA
RI
ES
6" TY
P.
6" TY
P.
13'-8"31'-8"4'-0" 50'-4"
18" 12" 12" 8" 12" 12"
TYPICAL VERTICAL SCORE PATTERN
SEE NOTES BW 1947.11
C.I.P. STAINED CONCRETE
WALL, TYP.; SEE NOTES
1" CHAMFER, ALL
CORNERS, TYP.
FINISHED GRADE, TYP.; SEE GRADING PLANS
SEAT WALL G
(IN FRONT)
SEAT WALL E
(BEHIND)
VERT. CAST 'V' SCORING STOPS AT TOP OF WALL; LINES DO NOT
WRAP AROUND TO HORIZONTAL PLANE OF WALL, TYP.
WALL EXP. JOINT,
TYP.; SEE NOTES
1947.00
1948.00
1949.00
1946.50
1947.50
1948.50
BW 1947.11 BW
1946.80
TW
1948.25
TW 1948.75
1947.00
1948.00
1949.00
1946.50
1947.50
1948.50
1'-0"
VA
RI
ES
VA
RI
ES
6" TY
P.
8'-0" 26'-1034"
35'-1034"
18"12"12"8"12"12"
TYPICAL VERTICAL SCORE PATTERN
SEE NOTES
C.I.P. STAINED CONCRETE
WALL, TYP.; SEE NOTES
1" CHAMFER, ALL
CORNERS, TYP.
FINISHED GRADE, TYP.; SEE GRADING PLANSSEAT WALL F
(IN FRONT)
WALL EXP. JOINT,
TYP.; SEE NOTES
VERT. CAST 'V' SCORING STOPS AT TOP OF WALL; LINES DO NOT
WRAP AROUND TO HORIZONTAL PLANE OF WALL, TYP.
C B F
D E
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
KERN COUNTY, CALIFORNIA
929CM003
JULY 30, 2026
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
VA FORM 08 - 6231
321 4 5 6 7 8 9
BAKERSFIELD NATIONAL CEMETERY
EXPANSION CONSTRUCTION
DOCUMENTS
Fil e P ath
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_E
XP
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\20
6C
AD
\92 9C
M0
_C I70
1_
CO
LB
DE
TA
ILS
.D W
G
Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
Walter P Moore
(310) 254-1900
AES Group, Inc.
(303) 841-3922
Davy Architecture
(619) 238-3811
Aqua Engineering
(970) 229-9668
Above Group
(321) 345-9026
5-31-2027 7-28-2026
JDS AJM
CI706
COLUMBARIUM C
SEATWALL ELEVATIONS (BASE BID)
A G
Scale: NTS
KEY MAP
SEAT WALL NOTES:
1. FINISHED EXPOSED SEAT WALL HEIGHT INSIDE PLAZA AREA TO BE BETWEEN 15" MIN. AND
24" MAX.
2. REPEAT TYPICAL VERTICAL SCORE PATTERN AS SHOWN, STARTING ON LEFT SIDE AND
REPEAT PATTERN GOING TO THE RIGHT (EXCEPT ON ELEVATIONS E & G WHICH START ON
THE RIGHT AND GO TO THE LEFT).
3. VERTICAL JOINTS TO BE LOCATED AT STEPS IN SEAT WALL HEIGHT LOCATIONS.
4. PATTERN TO START OVER AT CORNERS, WALL HEIGHT CHANGES AND EXPANSION JOINTS
IF EXPANSION JOINTS ARE NECESSARY. REFERENCE STRUCTURAL DRAWINGS.
5. AT SEAT WALL ENDS, CORNERS, EXPANSION JOINTS AND WALL HEIGHT CHANGES,
ELIMINATE VERTICAL SCORE PATTERN TO MAINTAINS A JOINT PATTERN OF 6"+ MIN. IF
NECESSARY.
6. BW (BOTTOM OF WALL) ELEVATIONS SHOWN ARE INSIDE OF COLUMBARIA PLAZA.
7. PROPOSED FG (FINISHED GRADE) OUTSIDE OF COLUMBARIA PLAZA IN LANDSCAPE TO BE
±2" FROM PROPOSED INSIDE BW (BOTTOM OF WALL) ELEVATIONS. PROVIDE POSITIVE
DRAINAGE AWAY FROM WALL FACE.
8. REF. COLUMBARIUM ENLARGED GRADING PLANS AND COLUMBARIUM ELEVATIONS.
9. C.I.P. STAINED SEAT WALL WITH FINISH TYPE C1, REF 09 60 00 SCHEDULE OF FINISHES
Scale: NTS
COLUMBARIUM C - SEAT WALL ELEVATION A1
Scale: NTS
COLUMBARIUM C - SEAT WALL ELEVATION B2
Scale: NTS
COLUMBARIUM C - SEAT WALL ELEVATION C3
Scale: NTS
COLUMBARIUM C - SEAT WALL ELEVATION D4
Scale: NTS
COLUMBARIUM C - SEAT WALL ELEVATION E5
Scale: NTS
COLUMBARIUM C - SEAT WALL ELEVATION F6
Scale: NTS
COLUMBARIUM C - SEAT WALL ELEVATION G7
1931.00 1931.50 1932.00
1933.00
1934.00
1932.50
1933.50
1934.50
1931.00 1931.50 1932.00
1933.00
1934.00
1932.50
1933.50
1934.50
BW
1931.03
BW 1931.48
TW
1932.75
TW 1933.25
8'-0"26'-1034"
35'-1034"
1'-0"
VA
RI
ES
6" TY
P.
VA
RI
ES
18" 12" 12" 8" 12" 12"
TYPICAL VERTICAL SCORE PATTERN
SEE NOTES
C.I.P. STAINED CONCRETE
WALL, TYP.; SEE NOTES
1" CHAMFER, ALL
CORNERS, TYP.
FINISHED GRADE, TYP.; SEE GRADING PLANS SEAT WALL B
(IN FRONT)
WALL EXP. JOINT,
TYP.; SEE NOTES
VERT. CAST 'V' SCORING STOPS AT TOP OF WALL; LINES DO NOT
WRAP AROUND TO HORIZONTAL PLANE OF WALL, TYP.
1931.00 1931.50 1932.00
1933.00
1934.00
1932.50
1933.50
1934.50
1931.00 1931.50 1932.00
1933.00
1934.00
1932.50
1933.50
1934.50
BW 1931.98
TW
1933.25 TW 1933.25
TW 1933.751'-0"
1'-0"
VA
RI
ES
50'-4"
6" TY
P.
VA
RI
ES
48'-4"
18" 12" 12"
BW 1931.48
8" 12" 12"
TYPICAL VERTICAL SCORE PATTERN
SEE NOTES
BW 1931.48 BW 1931.37
C.I.P. STAINED CONCRETE
WALL, TYP.; SEE NOTES
1" CHAMFER, ALL
CORNERS, TYP.
FINISHED GRADE, TYP.; SEE GRADING PLANS
SEAT WALL A
(IN FRONT)
SEAT WALL C (BEHIND)
WALL EXP. JOINT,
TYP.; SEE NOTES
VERT. CAST 'V' SCORING STOPS AT TOP OF WALL; LINES DO NOT
WRAP AROUND TO HORIZONTAL PLANE OF WALL, TYP.
1931.50 1932.00
1933.00
1934.00
1935.00
1932.50
1933.50
1934.50
1931.50 1932.00
1933.00
1934.00
1935.00
1932.50
1933.50
1934.50
18" 12"
BW 1932.08
TW 1933.25
TW 1933.75
BW 1931.98
1'-0" 1'-0"
VA
RI
ES
4'-0"
6'-0"
6" TY
P.
VA
RI
ES
12"
TYPICAL SCORE
PATTERN
SEE NOTES
SEAT WALL B
(BEHIND)
SEAT WALL D
(IN FRONT)
FINISHED GRADE, TYP.; SEE GRADING PLANS
C.I.P. STAINED CONCRETE
WALL, TYP.; SEE NOTES
1" CHAMFER, ALL
CORNERS, TYP.
1931.50 1932.00
1933.00
1934.00
1935.00
1932.50
1933.50
1934.50
1931.50 1932.00
1933.00
1934.00
1935.00
1932.50
1933.50
1934.50
18" 12"
BW 1932.08
BW 1932.86
TW
1933.75
TW 1934.251'-0"
1'-0"25'-8"25'-8"
53'-4"
6" TY
P.
VA
RI
ES VA
RI
ES
TYPICAL VERTICAL SCORE PATTERN
SEE NOTES
12" 8" 12" 12"
C.I.P. STAINED CONCRETE
WALL, TYP.; SEE NOTES
1" CHAMFER, ALL
CORNERS, TYP.
FINISHED GRADE, TYP.; SEE GRADING PLANS
SEAT WALL E
(IN FRONT)
SEAT WALL C
(IN FRONT)
WALL EXP. JOINT,
TYP.; SEE NOTES
VERT. CAST 'V' SCORING STOPS AT TOP OF WALL; LINES DO NOT
WRAP AROUND TO HORIZONTAL PLANE OF WALL, TYP.
1932.00
1933.00
1934.00
1935.00
1932.50
1933.50
1934.50
1935.50
1932.00
1933.00
1934.00
1935.00
1932.50
1933.50
1934.50
1935.50
12"
BW 1932.86
BW
1932.81
TW
1934.25
1'-0" 5'-0"
VA
RI
ES
VA
RI
ES
6'-0"
18"12"
TYPICAL SCORE
PATTERN
SEE NOTES
SEAT WALL F
(BEHIND)
SEAT WALL D
(IN FRONT)
FINISHED GRADE,
TYP.; SEE
GRADING PLANS
C.I.P. STAINED CONCRETE
WALL, TYP.; SEE NOTES
1" CHAMFER, ALL
CORNERS, TYP.
1933.00
1934.00
1935.00
1936.00
1932.50
1933.50
1934.50
1935.50
1933.00
1934.00
1935.00
1936.00
1932.50
1933.50
1934.50
1935.50
BW 1933.57
TW
1934.25
TW 1934.75
TW 1935.25
BW
1932.81
1'-0"
VA
RI
ES VA
RI
ES
6" TY
P.
6" TY
P.
13'-8"31'-8"4'-0" 50'-4"
18" 12" 12" 8" 12" 12"
TYPICAL VERTICAL SCORE PATTERN
SEE NOTES BW 1933.57
C.I.P. STAINED CONCRETE
WALL, TYP.; SEE NOTES
1" CHAMFER, ALL
CORNERS, TYP.
FINISHED GRADE, TYP.; SEE GRADING PLANS
SEAT WALL G
(IN FRONT)
SEAT WALL E
(BEHIND)
WALL EXP. JOINT,
TYP.; SEE NOTES
VERT. CAST 'V' SCORING STOPS AT TOP OF WALL; LINES DO NOT
WRAP AROUND TO HORIZONTAL PLANE OF WALL, TYP.
1933.00
1934.00
1935.00
1936.00
1933.50
1934.50
1935.50
1933.00
1934.00
1935.00
1936.00
1933.50
1934.50
1935.50
BW 1933.57 BW
1933.25
TW
1934.75
TW 1935.25
1'-0"
VA
RI
ES
VA
RI
ES
6" TY
P.
8'-0" 26'-1034"
35'-1034"
18"12"12"8"12"12"
TYPICAL VERTICAL SCORE PATTERN
SEE NOTES
C.I.P. STAINED CONCRETE
WALL, TYP.; SEE NOTES
1" CHAMFER, ALL
CORNERS, TYP.
FINISHED GRADE, TYP.; SEE GRADING PLANSSEAT WALL F
(IN FRONT)
WALL EXP. JOINT,
TYP.; SEE NOTES
VERT. CAST 'V' SCORING STOPS AT TOP OF WALL; LINES DO NOT
WRAP AROUND TO HORIZONTAL PLANE OF WALL, TYP.
C B F
D E
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
KERN COUNTY, CALIFORNIA
929CM003
JULY 30, 2026
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
VA FORM 08 - 6231
321 4 5 6 7 8 9
BAKERSFIELD NATIONAL CEMETERY
EXPANSION CONSTRUCTION
DOCUMENTS
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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
Walter P Moore
(310) 254-1900
AES Group, Inc.
(303) 841-3922
Davy Architecture
(619) 238-3811
Aqua Engineering
(970) 229-9668
Above Group
(321) 345-9026
5-31-2027 7-28-2026
JDS AJM
CI707
COLUMBARIUM D
SEATWALL ELEVATIONS (BASE BID)
Scale: NTS
KEY MAP
A G
SEAT WALL NOTES:
1. FINISHED EXPOSED SEAT WALL HEIGHT INSIDE PLAZA AREA TO BE BETWEEN 15" MIN. AND
24" MAX.
2. REPEAT TYPICAL VERTICAL SCORE PATTERN AS SHOWN, STARTING ON LEFT SIDE AND
REPEAT PATTERN GOING TO THE RIGHT (EXCEPT ON ELEVATIONS E & G WHICH START ON
THE RIGHT AND GO TO THE LEFT).
3. VERTICAL JOINTS TO BE LOCATED AT STEPS IN SEAT WALL HEIGHT LOCATIONS.
4. PATTERN TO START OVER AT CORNERS, WALL HEIGHT CHANGES AND EXPANSION JOINTS
IF EXPANSION JOINTS ARE NECESSARY. REFERENCE STRUCTURAL DRAWINGS.
5. AT SEAT WALL ENDS, CORNERS, EXPANSION JOINTS AND WALL HEIGHT CHANGES,
ELIMINATE VERTICAL SCORE PATTERN TO MAINTAINS A JOINT PATTERN OF 6"+ MIN. IF
NECESSARY.
6. BW (BOTTOM OF WALL) ELEVATIONS SHOWN ARE INSIDE OF COLUMBARIA PLAZA.
7. PROPOSED FG (FINISHED GRADE) OUTSIDE OF COLUMBARIA PLAZA IN LANDSCAPE TO BE
±2" FROM PROPOSED INSIDE BW (BOTTOM OF WALL) ELEVATIONS. PROVIDE POSITIVE
DRAINAGE AWAY FROM WALL FACE.
8. REF. COLUMBARIUM ENLARGED GRADING PLANS AND COLUMBARIUM ELEVATIONS.
9. C.I.P. STAINED SEAT WALL WITH FINISH TYPE C1, REF 09 60 00 SCHEDULE OF FINISHES
Scale: NTS
COLUMBARIUM C - SEAT WALL ELEVATION A1
Scale: NTS
COLUMBARIUM C - SEAT WALL ELEVATION B2
Scale: NTS
COLUMBARIUM C - SEAT WALL ELEVATION C3
Scale: NTS
COLUMBARIUM C - SEAT WALL ELEVATION D4
Scale: NTS
COLUMBARIUM C - SEAT WALL ELEVATION E5
Scale: NTS
COLUMBARIUM C - SEAT WALL ELEVATION F6
Scale: NTS
COLUMBARIUM C - SEAT WALL ELEVATION G7
PATTERNED AND
STAINED CONCRETE
C.I.P. END PIER WITH
FINISH TYPE C1, TYP.
REF. 09 60 00
SCHEDULE OF FINISHES
3'-6"
2" TYP.
2'- 2"
24" DIA. BRONZE
SERVICE EMBLEM
2" DIA. BRONZE
BUTTONS, TYP.
FRONT ELEVATION SIDE ELEVATION REAR ELEVATION
1'-6" 3'-6"
CI710
1" CHAMFER ALL
CORNERS, TYP.
TOP OF REAR
ROSTRUM WALL
TW 1977.16
FINISHED GRADE
TOP OF REAR
ROSTRUM WALL
BEYOND
APPROX.
FINISHED
GRADE
TOP OF REAR
ROSTRUM WALL
TOP 1988.00
VA
RI
ES
BE
HI
ND
R
EA
R
RO
ST
RU
M W
AL
L
'V' SHAPED SCORE
LINE PATTERN CAST
INTO CONCRETE
PILLAR; 1/2" WIDTH
AND DEPTH, TYP.
EDGE OF 1" CHAMFER
AT PILLAR CORNERS;
'V' SHAPED SCORE
LINES TO WRAP
AROUND PILLAR
EDGES, TYP.
VERTICAL 'V' SHAPED
SCORE LINES STOP
AT TOP OF PILLAR;
LINES DO NOT WRAP
AROUND TO HORIZ.
PLANE OF PILLAR
PATTERNED AND STAINED
C.I.P. CONCRETE PILLAR
WITH FINISH TYPE C1, TYP.
REF. 09 60 00 SCHEDULE
OF FINISHES
1" CHAMFER ON TOP
AND SIDES OF C.I.P.
CONCRETE PILLAR,
TYP.
1'-112" TYP.
TOP 1988.00TOP 1988.00
SEE "V" SHAPED
SCORE
ENLARGEMENT
CI711
CI710
CI711
2'- 2"
, T
YP
1'-
1"
3'-6"
1'-
6" LOCATION POINT AS
LOCATED ON
ROSTRUM ENLARGED
GRADING PLAN
PATTERNED AND
STAINED CONCRETE
C.I.P. PILLAAR TO
MATCH EXISTING
1" CHAMFER ALL
CORNERS, TYP.
EQ EQ
EQ
EQ
-1
'-8 " 8"
1/2" EXPANSION JOINT, TYP.
CONCRETE PAVEMENT, TYP.
C.I.P. STAINED CONCRETE FRONT CONC.
ELEVATED WALK RETAINING WALL, TYP.
WITH FINISH TYPE C1, REF. 09 60 00
SCHEDULE OF FINISHES
1/2" EXPANSION JOINT ALONG
FACE OF NEW WALL, TYP 4" TY
P.
TW 1977.16
EXISTING
CONCRETE,
TYP.
1/2"
EXPANSION
JOINT
5'-0"
CONCRETE
PAVEMENT
NEW PAVEMENT SHALL
MEET EXISTING CONC.
FLUSH.
CONTINUE EX. CONCRETE
SLOPE TO NEW
CONCRETE PAVEMENT
LAYOUT LINE
SEE ROSTRUM LAYOUT
ENLARGEMENT ℄
REINFORCED
CONCRETE WALL
AND FOUNDATION,
SEE STRUCTURAL
DRAWINGS, TYP.
VARIES, 4" MIN.
8"
FINISHED GRADE,
TYP.
1'
REINFORCED
CONCRETE
WALL, PILLAR
AND
FOUNDATION,
SEE STRUCTURAL
DRAWINGS, TYP.
C.I.P. PATTERNED AND
STAINED CONCRETE
PILLAR WITH FINISH TYPE
C1, TYP.
REF 09 60 00 SCHEDULE
OF FINISHESTW 1977.16
ELEV. VARIES,
SEE ROSTRUM ENL.
GRADING PLAN
"-1
8"
LAYOUT LINE
SEE ROSTRUM LAYOUT
ENLARGEMENT
EXPANSION
JOINT, TYP.
VA
RI
ES
, 4
" M
IN
4" PERFORATED
HDPE, TYP.
8"
FILTER FABRIC
WRAPPED AROUND
DRAINAGE STONE,
TYP.
SIDE ELEVATION
VA
RI
ES
BA
SE
D
O N
FI
NI
SH
ED
G
RA
DE
'V' SHAPED SCORE
LINE CAST INTO
CONCRETE PIER; 1/2"
WIDE, TYP.
EDGE OF 1" CHAMFER
AT PIER CORNERS;
CAST 'V' LINES TO
CONTINUE
HORIZONTALLY
AROUND PIER
CORNERS, TYP.
VERTICAL CAST 'V'
LINES STOP AT TOP
OF PIER; LINES DO
NOT WRAP AROUND
TO HORIZONTAL
PLANE OF PIER
CAST 'V' SHAPED LINES
OF PIER DO NOT
APPEAR ON ALL SIDES
OF PIER, TYP.
1' 1'
1'- 6"
1'- 6"
1'- 2"
1'- 2"
2'- 8"
1'-1" 10"10" 9"
FRONT ELEVATION
REAR ELEVATION (MIRROR)
1' TOP OF REAR
ROSTRUM WALL
PATTERNED AND STAINED
CONCRETE C.I.P. END PIER
WITH FINISH TYPE C1, TYP.
REF. 09 60 00 SCHEDULE
OF FINISHES
VA
RI
ES
SE
E
RO
ST
RU
M
EN
L.
G
RA
DI
NG
P
LA
N
8"
CONCRETE PAVEMENT, TYP.
VA
RI
ES
, 4
" M
IN
4'-0"
ADA ACCESSIBLE PATH (<5% SLOPE)
WITHOUT HANDRIALS
EXISTING
CONCRETE, TYP.
FINISHED
GRADE, TYP.
REINFORCED CONCRETE WALL
AND FOUNDATION, SEE
STRUCTURAL DRAWINGS, TYP.
5'-0"
CONCRETE PAVEMENT
1/2"
EXPANSION
JOINT
1/2" EXPANSION
JOINT ALONG
FACE OF NEW
WALL, TYP
C.I.P. STAINED REAR
CONCRETE RETAINING
WALL AT ROSTRUM
WITH FINISH TYPE C1,
TYP.
REF. 09 60 00
SCHEDULE OF
FINISHES
LAYOUT LINE
SEE ROSTRUM
LAYOUT
ENLARGEMENT
C.I.P. STAINED FRONT CONCRETE
RETAINING WALL AT ROSTRUM WITH
FINISH TYPE C1, TYP.
REF 09 60 00 SCHEDULE OF FINISHES LAYOUT LINE
SEE ROSTRUM LAYOUT ENLARGEMENT
℄ ℄1/2" EXPANSION JOINT, TYP.
VARIES, 4" MIN.
8"
2"Ø BRONZE BUTTON, TYP.; STUD
MOUNTED 1/8" PROUD OF PILLAR
FACE
FACE OF CONCRETE C.I.P.
PILLAR, TYP.
BRONZE MOUNTING STUD WELDED
BUTTON, TYP.
MASTIC (EPOXY MODIFIED
CEMENTITIOUS GROUT), TYP.
FIELD DRILL HOLE TO ACCEPT
MOUNTING STUD; HOLE TO BE 1/4"Ø
LARGER AND DEEPER THAN
MOUNTING STUD, TYP.
NOTE:
UNIFORM DIRECTION BRUSH
FINISH OF DECORATIVE BRONZE
BUTTONS TO MATCH EXISTING PER
APPROVED SUBMITTAL. INSTALL
BRUSH FINISH VERTICAL.
CONTRACTOR TO ENSURE MASTIC
MATERIAL DOES NOT COME IN
CONTACT WITH EXPOSED FACE OF
CONCRETE OR STONE.
8"
C.I.P. STAINED REAR CONCRETE
RETAINING WALL AT ROSTRUM WITH
FINISH TYPE C1, TYP.
REF. 09 60 00 SCHEDULE OF
FINISHES
C.I.P. PATTERNED
AND STAINED
CONCRETE PILLAR
BEYOND, TYP.
TW
1977.16
FINISHED GRADE, TYP.
CI705
15"
LP ELEV
1976.64
3" M
IN
APPROX.
EXISTING
GRADE
6"
SL
EE
VE
2%
REINFORCED CONCRETE WALL AND
PILLAR FOUNDATION,
SEE STRUCTURAL DRAWINGS, TYP.
4" PERFORATED
HDPE, TYP.
SEE DRAINAGE
PLANS
AREA DRAIN
TYPE 2
PROVIDE
LONG ANGLE
SWEEP
CONNETION
AT ALL TIE-INS
TO HEADER
PIPE, TYP.
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
KERN COUNTY, CALIFORNIA
929CM003
JULY 30, 2026
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
VA FORM 08 - 6231
321 4 5 6 7 8 9
BAKERSFIELD NATIONAL CEMETERY
EXPANSION CONSTRUCTION
DOCUMENTS
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\20
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0_
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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
Walter P Moore
(310) 254-1900
AES Group, Inc.
(303) 841-3922
Davy Architecture
(619) 238-3811
Aqua Engineering
(970) 229-9668
Above Group
(321) 345-9026
5-31-2027 7-28-2026
Scale: 1" = 1'-0"
TYPICAL CONCRETE PILLAR WITH SERVICE SEAL ELEVATIONS1
JDS JEM
CI710
ROSTRUM DETAILS 1
(BID OPTION 3)
Scale: 1" = 1'-0"
TYPICAL CONCRETE PILLAR PLAN SECTION3
Scale: 1" = 1'-0" TYPICAL FRONT CONCRETE RETAINING WALL SECTION4 Scale: 1" = 1'-0"
SECTION THROUGH REAR ROSTRUM WALL AND CONCRETE PILLAR5
Scale: 1" = 1'-0"
TYPICAL PATTERN LAYOUT FOR CONCRETE PILLAR2
Scale: 1" = 1'-0"
SECTION THROUGH ACCESSIBLE WALK W/O HANDRAILS6
Scale: 3" = 1'-0"
2" DIA. BRONZE BUTTONS7
Scale: 1" = 1'-0"
SECTION THROUGH CENTER OF REAR ROSTRUM WALL7
FRONT CONCRETE
ELEVATED WALK
WALL BEYOND
CONCRETE
PAVEMENT, TYP.
1/2" SEALANT JOINT, TYP.
GALV. STEEL PIPE HANDRAIL,
1-7/8" O.D.; BLACK POWDER
COAT FINISH, TYP.
CONCRETE STAIRS, SEE
STRUCTURAL DETAILS, TYP.
4'-0 7/8" - FIELD VERIFY
CENTER POST TO CENTER POST
2'-2"
5.
TY
P.
1"
TYP.
" M
AX
1'-1" TYP.
R1 12 "TYP.
R3"TYP.
HANDRAIL POST
SETTING, TYP.
CI711
REINFORCED CONCRETE
FOUNDATION, SEE
STRUCTURAL DRAWINGS,
TYP.
9"
TYP.
12"
MIN.
CONCRETE
PAVEMENT, TYP.
1/2" EXPANSION
JOINT, TYP.
SECTION
#4 STAINLESS STEEL
SLIP DOWELS 18"
LONG - GREASE AND
CAP ONE END OR USE
SPEED DOWEL SEE
ENL RIGHT FOR
LOCATION
" T
YP
TY
P.
#4 STAINLESS STEEL
SLIP DOWELS 18" LONG
- GREASE AND CAP ONE
END OR USE SPEED
DOWEL SEE ENL RIGHT
FOR LOCATION
12"
MIN.
12" MIN.
" M
AX
2' -1
0" C
O
RN
ER
O
F
NO
SI
NG
TO
T
O P
O F
RA
IL
, T
YP
1%
1%
CORE DRILLED
POST,
NON-SHRINK
GROUT
RAILING POST
3 16
5 8"
SECTION
NOTE:
FLANGE TO BE
GALVANIZED
AND POWDER
COATED TO
MATCH
HANDRAIL.
CONCRETE
PAVEMENT
PLAN
SLOPED FACE
FLANGE CANOPY
POST OPENING
R2"
R2 58"
R3 14"
" M
IN
2"
DIA.
CONCRETE SIDEWALK
CORE DRILLED HOLE
NON-SHRINK GROUT
RAILING POST
GALVANIZE FLANGE &
CANOPY,
BLACK POWDER COATED TO
MATCH HANDRAIL
SEE DETAIL 3/CI711
CENTERLINE RAILING POST
1/2"Ø WEEP HOLE
0' -1
REINFORCED CONCRETE
FOUNDATION, SEE
STRUCTURAL DWGS, TYP.
C.I.P. PATTERNED AND
STAINED CONCRETE
PILLAR WITH FINISH
TYPE C1, TYP.
REF. 09 06 00
SCHEDULE FOR FINISHES
MOUNTED
SERVICE SEAL,
TYP.
2" DIA. BRONZE
BUTTON, TYP.
-1
'-8
SEE ROSTRUM ENLARGED
GRADING PLAN
FINISHED GRADE AT BOTTOM OF WALL, TYP.
FINISHED GRADE BEHIND WALL, TYP.
STEEL PIPE
HANDRAIL, TYP.CONCRETE STAIRS
BEHIND WALL, TYP.
STEEL PIPE HANDRAIL, TYP.
CI710
CI711
C.I.P. STAINED CONCRETE WALL WITH
CHAMFERED EDGE, TYP.
'V' SHAPED SCORE PATTERN, TYP. SEE
NOTE ABOVE
CI710
CI711
EQ
M
IR
RO
R
LI
NE
EQ
CI711
CI711
CI710
CI711
ARMY
(SALVAGED)
MARINES
(SALVAGED)
NAVY
(SALVAGED)
AIR FORCE
(SALVAGED)
SPACE FORCE
(NEW)
COAST GUARD
(SALVAGED)
NOTE: WALL VERTICAL SCORE JOINTS TO
ALIGN WITH PROJECTED SCORE PATTERN
OF EXISTING EXPANSION. CONTRACTOR IS
REQUIRED TO SUBMIT VERTICAL JOINTING
PLAN PRIOR TO INSTALLATION IN
CONJUNCTION WITH JOINTING PLAN AS
NOTED ON SHEET CS405
SEE ROSTRUM ENLARGED
GRADING PLAN
FINISHED GRADE; MEET
CONCRETE PAVEMENT FLUSH, TYP.
FINISHED GRADE OF
ACCESSIBLE WALK
BEHIND WALL
VA
RI
ES
C.I.P PATTERNED AND STAINED
CONCRETE PILLAR, TYP.
STEEL PIPE
HANDRAIL, TYP.
C.I.P. STAINED CONCRETE WALL
WITH CHAMFERED EDGE, TYP.
'V'' SHAPED SCORE PATTERN, TYP.
SEE NOTE ABOVE
CI710
CI711
CI710
CI711
NOTE: WALL VERTICAL SCORE JOINTS TO ALIGN WITH PROJECTED SCORE
PATTERN OF EXISTING EXPANSION. CONTRACTOR IS REQUIRED TO SUBMIT
VERTICAL JOINTING PLAN PRIOR TO INSTALLATION IN CONJUNCTION WITH
JOINTING PLAN AS NOTED ON SHEET CS405
VERTICAL SCORE LINE,
SEE NOTE ABOVE
WALL ARRIS LINE
1 2"
2"
NOTE:
1. 'V' SHAPED SCORE LINES
TO EXTEND 1" MIN.
BELOW FINISHED GRADE
AND THEN FILLED WITH
GROUT TO MEET
FINISHED GRADE. FACE OF PILLAR
WRAPPED 'V'
SHAPED SCORE
LINE FROM EDGE
TO FACE OF PIER
(FRONT & BACK),
TYP.
1/2" WIDE X 1/2"
DEEP 'V' SHAPED
SCORE LINE, TYP.
1" CHAMFER ON
PILLAR EDGE, TYP.
2'-0"Ø
1'-0"R 1'-0"R
9"R 9"R
1'-6"Ø
SEE PLANS
BOLT CIRCLE
(VERIFY PRIOR TO
DRILLING HOLES
TO RECEIVE
BOSSES)
(4) THREADED
BOSSES TO
RECEIVE 3/8"Ø
STUDS, TYP.
PLAN OF PLAQUE (BACK)
NOTES FOR PLAQUE:
1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR NEW SPACE
FORCE SERVICE SEAL. SHOP DRAWINGS SHALL SHOW DETAILED
DESIGN OF INDIVIDUAL SEAL.
2. MATERIAL: BRONZE
3. WORKMANSHIP: CASTINGS SHALL BE OF UNIFORM QUALITY AND
CONDITION, FREE FROM INJURIOUS BLOWHOLES AND POROSITY,
CRACKS AND OTHER DEFECTS AND NOT WARPED OR DISTORTED,
WELL FINISHED, FREE FROM BURRS, SHARP EDGES, SCRATCHES AND
DEFECTS THAT MAY AFFECT APPEARANCE OR SERVICEABILITY.
CASTINGS SHALL NOT BE REPAIRED, PLUGGED, WELDED, OR BURNED.
4. FINISH: FINISH TO BE DETAILED, HAND CHASED FOR TRUE ALIGNMENT,
FILED, BELT POLISHED SIDES GROUND SMOOTH, RAISED SURFACES
AND BORDERS, SUCH AS ALL RAISED PORTIONS OF THE PLAQUE,
LETTERING, ETC., TO BE POLISHED AND BUFFED TO A BRIGHT SATIN
FINISH, BACKGROUND TEXTURES TO BE REVERSE MEDIUM PEBBLE
BACKGROUND, FINE PEBBLE BACKGROUND, MOSS AS CAST, AS
INDICATED.
5. COATING: FINISH WITH ONE COAT OF CLEAR PROTECTIVE EXTERIOR
METAL LACQUER.
6. FASTENERS: CORROSION RESISTING METAL COMPATIBLE WITH
MATERIAL OF CASTING.
7. MASK STONE AND SEAL PRIOR TO SEALANT APPLICATION.
RECOMMEND PAINTER'S TAPE.
BOLT CIRCLE
ON BACK OF
SEAL
PLAN OF PLAQUE (FRONT)
2'-0"Ø
PLAQUE SECTION
REVERSE MED.
PEBBLE FINISH
ALL BACKGROUND
AREAS
BAS RELIEF CAST BRONZE VA
PLAQUE, SEE ELEVATION FOR
LOCATION. OFFSET PLAQUE
WITH 3/8" SPACERS
3/8"Ø BRONZE THREADED
STUDS (2" MIN. LENGTH) WITH
SPACERS, TYP. CORE DRILL
W/3/4" HOLES BASED ON
TEMPLATE. FILL W/MORTAR
IMMEDIATELY PRIOR TO
SETTING PLAQUE.
FACE OF CONCRETE
PILLAR, TYP.
CENTER LINE OF PLAQUE
CONTINUOUS 3/8" BACKER ROD
AND SEALANT JOINT AROUND
PLAQUE. RECESS JOINT 1/4".
TY
P.
DOWEL LOCATION ENL PLAN
Scale: n.t.s
GALV. STEEL PIPE HANDRAIL,
1-7/8" DIA.; BLACK POWDER
COAT FINISH, TYP.
FRONT CONCRETE ELEVATED
WALK WALL
S.S. SLIP
DOWELS
E.
J.
E.
J.
FRONT CONCRETE RETAINING
WALL EDGE
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
KERN COUNTY, CALIFORNIA
929CM003
JULY 30, 2026
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
VA FORM 08 - 6231
321 4 5 6 7 8 9
BAKERSFIELD NATIONAL CEMETERY
EXPANSION CONSTRUCTION
DOCUMENTS
Fil e P ath
G:
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_M
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\20
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\92 9C
M0
_C I71
0_
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.D W
G
Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
Walter P Moore
(310) 254-1900
AES Group, Inc.
(303) 841-3922
Davy Architecture
(619) 238-3811
Aqua Engineering
(970) 229-9668
Above Group
(321) 345-9026
5-31-2027
7-28-2026
JDS JEM
CI711
ROSTRUM DETAILS 2
(BID OPTION 3)
Scale: 1" = 1'-0" CONCRETE STAIRS AT ROSTRUM1 Scale: NTS
HANDRAIL SETTING2 Scale: NTS
HANDRAIL FLANGE3
Scale: 1/2" = 1'-0"
ROSTRUM PERSPECTIVE ELEVATION4
Scale: 1/2" = 1'-0"
ROSTRUM ACCESSIBLE WALK WALL ELEVATION5
Scale: 3" = 1'-0"
TYPICAL 'V' SHAPED SCORE LINE AT PILLARS6
Scale: 1 - 1/2" = 1'-0"
MOUNTED SERVICE SEAL7
SS
SS
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LOG
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SECTION 15
SECTION 16
SECTION 17
SECTION 18
SECTION 7
SECTION 12 SECTION 8
SECTION 9
SECTION 11
SECTION 10
BEAR MOUNTAIN BLVD (SR 223)
RANCHO EL TEJON CIRCLE
WHITE WOLFE DRIVE
WHITE WOLFE DRIVE
W
ILDFLOW
ER W
AY
PR
O
PE
RT
Y
LI
NE
SECTION 19
PRE-PLACED
CRYPTS
SECTION 20
PRE-PLACED
CRYPTS
SECTION 6
IN-GROUND
CREMAINS
SECTION 10A
TEHACHAPI WAY
COLUMBARIUM B
COMMITTAL SHELTER 1
MAIN ENTRANCE
ROSTRUM AT
EXISTING ASSEMBLY
U.S. FLAG
P.O.W./M.I.A. FLAG
COLUMBARIUM A
COMMITTAL SHELTER 2
ENTRY WALL AND GATE
MAINTENANCE ACCESS ROAD
COLUMBARIUM C
EXISTING TREE
TO REMAIN AND
BE PROTECTED,
TYP.
NATIVE GRASS SEED
NEW LANDSCAPING
BETWEEN SECTIONS 15
& 16 AND 16 & 17
EXISTING STREET TREE
TO BE RELOCATED, TYP.
9 TOTAL SEE NOTES
P.I.C. / ADMINISTRATION
BUILDING
REST ROOMS
COLUMBARIUM D
NEW RELOCATED
STREET TREE
LOCATION, TYP.
9 TOTAL SEE NOTES
TRANSPLANT EXISTING
TREES, TYP.
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
KERN COUNTY, CALIFORNIA
929CM003
JULY 30, 2026
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
VA FORM 08 - 6231
321 4 5 6 7 8 9
BAKERSFIELD NATIONAL CEMETERY
EXPANSION CONSTRUCTION
DOCUMENTS
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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
Walter P Moore
(310) 254-1900
AES Group, Inc.
(303) 841-3922
Davy Architecture
(619) 238-3811
Aqua Engineering
(970) 229-9668
Above Group
(321) 345-9026
5-31-2027
7-28-2026
LEGEND
GRAVEL TYPE 1 - STABILIZED GREY
CRUSHED STONE
GRAVEL TYPE 2 - GOLD STONE FINES
(BURIAL AREAS)
EXISTING BARBED WIRE FENCE
PROPERTY LINE
EXISTING TREE TO BE TRANSPLANTED
GRAVEL TYPE 3 - BURGUNDY
LAVA ROCK MULCH
080 80604020
Scale: 1" = 80'
EXISTING WIRE FENCE
NATIVE GRASS SEED
JDS AJM
LP101
LANDSCAPE OVERALL PLAN
LARGE DECIDUOUS TREE
SMALL ORNAMENTAL TREE
APPROXIMATE LIMIT OF CONSTRUCTION
COBBLE BORDER
GRAVEL TYPE 4 - GOLD CRUSHED
STONE ROCK MULCH
SHRUB / PERENNIAL GROUND COVER
LP102
LP103
LP105
LP104
LP106
LP107
LP108
TRANSPLANTED TREE LOCATION
HEADSTONE FACE DIRECTION
* REFERENCE PLANTING NOTES ON SHEET LP501.
X X
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X
1976 1977 1978
741974
1976197719781979 198119821983
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X
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X
BEAR MOUNTAIN BLVD (SR 223)
GRAVEL TYPE 2 - GOLD
STONE FINES, TYP.
NATIVE GRASS SEED, TYP.
GRAVEL MAINTENANCE
ROAD, TYP.
GRAVEL TYPE 3 - BURGUNDY
LAVA ROCK MULCH, TYP.
LIMITS OF CONSTRUCTION, TYP.
AU
QD
BP
BP
CS
AU
LT
SS
SS
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X X
X
X X
X
X
X X
X
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X
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X
X X
X
X
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
KERN COUNTY, CALIFORNIA
929CM003
JULY 30, 2026
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
VA FORM 08 - 6231
321 4 5 6 7 8 9
BAKERSFIELD NATIONAL CEMETERY
EXPANSION CONSTRUCTION
DOCUMENTS
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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866
(518) 587-8100
INTEGRITY FEDERAL SERVICES
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
(304) 725-8456
Walter P Moore
(310) 254-1900
AES Group, Inc.
(303) 841-3922
Davy Architecture
(619) 238-3811
Aqua Engineering
(970) 229-9668
Above Group
(321) 345-9026
5-31-2027
7-28-2026
10 20 3030 0
Scale: 1" = 30'
JDS AJM
LP102
LANDSCAPE PLAN: AREA 1
(BASE BID)
MATCHLINE SEE LP104 MATCHLINE SEE LP104
M
ATCHLINE SEE LP103
M
ATCHLINE SEE LP103
LEGEND
GRAVEL TYPE 1 - STABILIZED GREY
CRUSHED STONE
GRAVEL TYPE 2 - GOLD STONE FINES
(BURIAL AREAS)
EXISTING BARBED WIRE FENCE
PROPERTY LINE
HEADSTONE FACE DIRECTION
GRAVEL TYPE 3 - BURGUNDY
LAVA ROCK MULCH
EXISTING WIRE FENCE
NATIVE GRASS SEED
LARGE DECIDUOUS TREE
SMALL ORNAMENTAL TREE
APPROXIMATE LIMIT OF CONSTRUCTION
COBBLE BORDER
GRAVEL TYPE 4 - GOLD CRUSHED
STONE ROCK MULCH
SHRUB / PERENNIAL PLANTING
SHRUB / PERENNIAL GROUND COVER
KEY MAP
PLANT KEY
SYM. BOTANICAL NAME COMMON NAME
SHADE TREES
CS Celtis sinensis Japanese Hackberry
PC Pistacia chinensis Chinese Pistache QD Quercus douglasii Blue Oak QL Quercus lobata Valley Oak
ORNAMENTAL TREES
CH Chilopsis linearis Desert Willow
LN Lagerstroemia 'Natchez' Crape Myrtle
CO Cercis occidentalis Western Redbud
SHRUBS
AC Atriplex canescens Four-Wing Saltbush
AJ Arctostaphylos 'John Dourley' John Dourley Manzanita
AU Arctostaphylos 'Uva Ursi' Emerald Carpet Manzanita
BP Baccharis pilularis Dwarf Coyote Bush
CP Cistus purpureus Orchid Rockrose
CSP Cistus salvifolia 'Prostratus' Sageleaf Rockrose
DR Dendromecon rigida Bush Poppy
EF Erigonum fasciculatum 'Theodore Payne California Buckwheat
HA Heteromeles arbutifolia Toyon
LT Larrea tridentata Creosote Bush
PERENNIALS
SB Salvia 'Bee's Bliss' Bee's Bliss Salvia
SUCCULENTS AND CACTI
CL Cylindropuntia leptocaulis Desert Christmas Cactus
CR Cylindropuntia ramosissima Branched Pencil Cholla
FS Ferocactus spp. Barrel Cactus
LC Lewisia cotyledon Cliff Maids
OB Opuntia basilaris Beavertail Prickly Pear
SS Sedum spathulifolium Pacific Stonecrop
YB Yucca Baccata Banana Yucca
YW Yucca whipplei Chaparral Yucca
REFER TO SHEET LP601 FOR FULL PLANT SCHEDULE.
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1964 1964
197119721973
19611962
1966 19
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X X X X X X X X X X X X X X X X X X X
X
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X
MAIN ENTRANCE
ENTRY WALL AND GATE
CEMETERY I.D. SIGN
COLUMBARIUM C
PLANTING ENLARGEMENT
PLAN; SEE SHEET LP107
NATIVE SEED, TYP.
GRAVEL TYPE 2 - GOLD
STONE FINES, TYP.
NATIVE SEED, TYP.
EXISTING TREE TO
REMAIN AND BE
PROTECTED, TYP.
NATIVE GRASS
SEED, TYP.
GRAVEL TYPE 3 -
BURGUNDY LAVA
ROCK MULCH, TYP.
LIMITS OF CONSTRUCTION, TYP.
LT
GRAVEL TYPE 1 -
STABILIZED GREY
CRUSHED STONE, TYP.
AU
HA
BP
AU
AJ
BP
AU
LT
AU
SB
AJ
AU
DR
BP
AU
SB
AJ
BP
AU
HA
AU
AJ
AU
AU
DR
LT
LT
AJ
BP
LT
AU
BP
SB
AU
LT
AU
AC
SB
BP
AU
BP
LT
AU
AU
BP
AU
BP
SB
AC
LT
BP
BP
AU
YB
PC
OB
OB
CSP
PC
QL
SS 3
OB
AC
EF
EF
OB
CR
FS 1
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SS
LC
CS
OB
FS
CR
CP
EF
CR
EF
YW
SS 1
AC3
OB 3
FS1
CR 3
EF1
OB 3
FS1
LC
EF
SS
FS
FS1
PC
YW
AC1
CR 3
AU3
AC 3
LT 3
SB
AU
AU
LT
CS 3
AU 5
SB
AU 3
BP 1
PC
LT 3
SB
AC
AU
AU
SB
BP
SB
BP
PC
CS
SB
LT
AU
AU
LT
SB
AC
SB
AU
CS
SB
LT5
BP
QD3
FS 1
LC2
AC 2
EF
FS
EF
AC
LC
FS 1
LC1
CR
SS
OB
OB2
SS
OB
OB
OB5
FS
SS
EF3
LT 2
YW3
LT
YW
CR
FS
AC 6
OB
EF
YW3
EF 1
CR3
FS
AC
OB
CS
SS
CR5
EF 5
CR3
OB
BP
FS 1
SS3
OB 1
LC1
CR
YW1
LT 2
EF
OB 1
AC2
EF 3
FS1
CR
SS
EF
OB
AC
SS
SS
PC
CS
BP
SB
AU
AC
AU 3
SB 2
SB
SECTION 15
SECTION 16
SECTION 7
SECTION 6
IN-GROUND
CREMAINS
BEAR MOUNTAIN BLVD (SR 223)
SS
SS
X
X X
X
X X
X
X
X X
X
X X X X X
SS
SS
X
X X
X
X X
X
X
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
KERN COUNTY, CALIFORNIA
929CM003
JULY 30, 2026
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
VA FORM 08 - 6231
321 4 5 6 7 8 9
BAKERSFIELD NATIONAL CEMETERY
EXPANSION CONSTRUCTION
DOCUMENTS
Fil e P ath
G:
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J-2
5\2
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