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RANCHO EL TEJONCIR.
WHITE WOLF DRIVE
EAST BEAR MOUNTAIN BLVD.
STATE HIGHWAY 223
RANCHO EL TEJON CIR.
TEHACHAPI WAY
COMMITTAL SHELTER
LOOP
MAINTENANCE ACCESS ROAD
MAINTENANCE ACCESS ROAD
EAST BEAR MOUNTAIN BLVD.
STATE HIGHWAY 223
X X
X
X
X X
X X
X X
X X
X X
X X
X
X X X X X X X X X X X X X X X X X X X X X
X
X
X
X X
X
SECTION 10 A
SECTION 10
SECTION 11
SECTION 12
SECTION 9
SECTION 8
SECTION 7
SECTION 18
SECTION 17
SECTION 16
SECTION 15
COLUMBARIUM COMPLEX A
ASSEMBLY AREA
X
XX
X
X
X
X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X
X X
X X
X X
X X
X X
X X
X X
X X
X X X X X X X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X X
X X
X
X X
X X
X X
X X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
W
W
W
W
W
W
W
WW
W
W
W
W W
W
W W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W
W
W
W
WWW
W
W
W
W
W
W
W
W
W
W
W
W
W W W
W
W
W
XX
XX
XX
XX
XX
XX
WILDFLOWER WAY
MAINTENANCE FACILITY
COLUMBARIUM B
PUBLIC INFORMATION CENTER
& ADMIN. BUILDING
MEMORIAL WALK
POW / MIA FLAGPOLE
OSSUARY
COMMITTAL SHELTER 1
U.S. FLAG
CORTEGE LANE
SS
SS
E
E
E
E
E
E
EE
E
E
EEEE
E
EE
E
E
E
E
E E
E E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E E
E
E
E E
C
C
C C
C C
C C
C
E
E
E E
E
E
E
E
E E
E E
C
C
C
C
C
C C
C
C
C
C
C C
C
E E
E
E
E E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E
E
E
E
C
C
C
C
C
C
C
C
C
C
C
CC
C C
C
C
C C
C C C
C C C C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C C C
C C C C
C
C
C
C
C
E E E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
C
C
C
C
C
C
C
C
C
C
C
C
C
C
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E E
E
E
E
E
E
E
E
X
XX
X
X
X
X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X
X X
X X
X X
X X
X X
X X
X X
X X
X X X X X X X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X X
X X
X
X X
X X
X X
X X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
W
W
W
W
W
W
W
WW
W
W
W
W W
W
W W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W
W
W
W
WWW
W
W
W
W
W
W
W
W
W
W
W
W
W W W
W
W
W
XX
XX
XX
XX
XX
XX
WILDFLOWER WAY
MAINTENANCE FACILITY
COLUMBARIUM B
PUBLIC INFORMATION CENTER
& ADMIN. BUILDING
MEMORIAL WALK
POW / MIA FLAGPOLE
OSSUARY
COMMITTAL SHELTER 1
U.S. FLAG
CORTEGE LANE
SS
SS
REFER TO COLUMBARIUM
DRAWINGS FOR DETAILED
DESIGN INFORMATION WITHIN
COLUMBARIUM COMPLEX "D"
REFER TO COLUMBARIUM
DRAWINGS FOR DETAILED
DESIGN INFORMATION WITHIN
COLUMBARIUM COMPLEX "C"
REFER TO ROSTRUM DRAWINGS
FOR DETAILED DESIGN
INFORMATION WITHIN THE
ROSTRUM COMPLEX
SECTION 19
1,560 DOUBLE-DEPTH
PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 6
2,152 IN-GROUND CREMAIN
SITES (WITHIN 4'x4' PLOTS)
SECTION 20
1,444 DOUBLE-DEPTH
PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
EX. SWM FACILITY TO
BE UPGRADED
PROPOSED SWM
FACILITY
4:1 4:14:1
4:1 5:1 4:1
4:1
4:1
5:1
4:1
4:1
5:1
4:1
4:1
4:1
4:1
4:1
4:1
4:1
4:1
196519651965
52 27
GS
1965 1965
19701975
.8%
2.0
2.0
2.0 % 2.0
2.0
6.3%
2.8%
5.9%
6.4%
1.9%
1.8%
1.8%
6.6
6.6%
16.0%
LOG
LOG
LO
G
LOG
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 RPP RJP
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
RO
JE
CT
\S
BU
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1 N
CA
B
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IN
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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 CG100
OVERALL SITE GRADING AND
DRAINAGE PLAN
NORTHGRAPHICAL SCALE: 1"=100'
100 50 0 100 200 300
CG101 CG102
CG103
CG104 CG105
CG106
Dirt Rd.
Dirt Rd.
Dirt Rd.
Dirt Rd.
MAINTENANCE ACCESS ROAD
X X X X X X X X X X X
WOOD POST
FIBERGLASS
MARKER
X
X
X
X
X
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X X X X X X X X X X X X
X
X
X
X
X
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWW
W
W W
W
W
W
W
W
W
W
W
W
W
W
W W W
W
W W
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E E E E E E E E E E E
C C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C C
C C C C C C C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
E
X
X
X
X
X
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X X X X X X X X X X X X
X
X
X
X
X
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWW
W
W W
W
W
W
W
W
W
W
W
W
W
W
W W W
W
W W
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LO
C
LO
C
LOC
LOC
LOC
LOC
LOC
LOC
LO
C LOC LOC LOC LOC
LO
C
LO
C
LOC LIMITS OF CONSTRUCTION
STORM SEWER PIPE
TC TOP OF CURB
GS GROUND SPOT
EP EDGE OF PAVEMENT
TOP TOP OF STRUCTURE
INV. INVERT OF STRUCTURE
EXISTING STORM PIPE
STORM STRUCTURE
EXISTING STORM STRUCTURE
1. CONTRACTOR SHALL PERFORM UTILITY LOCATION FOR ALL UNDERGROUND
UTILITIES AND NOTIFY THE VA IN THE EVENT ADJUSTMENTS ARE REQUIRED TO
ENSURE THE IMPROVEMENTS ARE CONSTRUCTED IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.
2. HORIZONTAL DATUM IS REFERENCED TO THE CALIFORNIA STATE PLANES, ZONE V
(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.
3. STORM SEWER TOP ELEVATIONS SHOWN FOR CURB INLET STRUCTURES REFER TO
THE ELEVATION AT THE CENTER OF THE STRUCTURE.
4. SEE SHEETS CG151-CG153 FOR DETAILED BURIAL SECTION GRADING AND
DRAINAGE INFORMATION.
VERTICAL DRAIN
HP HIGH POINT
LP LOW POINT
4" DRAIN LINE
LEGEND:
GRADING NOTES:
CO
DRAINAGE FLOW ARROW
VERTICAL DRAIN (TYP.)
TYPE A STORM STRUCTURE (TYP.)
END SECTION (TYP.)
KEYNOTE LEGEND:
DESCRIPTION
VERTICAL DRAIN CLEAN OUT (TYP.)
VERTICAL DRAIN TO 4" DRAIN
LINE TRANSITION (TYP.)
VELOCITY DISSIPATION DEVICES
ADS NYLOPLAST DOME TOP INLET (TYP.)
TYPE C MANHOLE STRUCTURE (TYP.)
REMOVE SECTION OF EXISTING STORM SEWER
PIPE AND INSTALL TYPE C MANHOLE. CONNECT
EXISTING PIPES INTO NEW MANHOLE
EXISTING INDEX CONTOUR
EXISTING INTERMEDIATE CONTOUR
PROPOSED INDEX CONTOUR
PROPOSED INTERMEDIATE CONTOUR
45 0
XX PROPOSED SPOT ELEVATIONS
DRY WELL10
4" DRAIN LINE CLEAN OUT (TYP.)11
CRYPT PERIMETER UNDER DRAIN (TYP.)12
CRYPT UNDER DRAIN CLEAN OUT (TYP.)13
DRY WELL CLEAN OUT14
FLOWER WATERING STATION DRAIN LINE (SEE
SHEETS CG151-CG153 FOR DESIGN INFORMATION15
4" CRYPT PERIMETER UNDERDRAIN (PERFORATED)
CONTRACTOR TO VERIFY LOCATION OF EXISTING
INFILTRATION SWALE AND REESTABLISH IF
DISTURBED BY GRADING ACTIVITIES.
(SHADED AREA)
JUTE MATTING CHANNEL/SWALE PROTECTION17
ADS NYLOPLAST 24" X 4" WYE W/ GASKETED SWR BELL18
GRADED BERM19
TP TP TREE PROTECTION
RIP-RAP CHANNEL/SWALE PROTECTION20
LOG
LIMITS OF GRADING NEAR PROTECTED
TREE. (FILL ONLY, NO CUT WITHIN TP)
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 RPP RJP
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
RO
JE
CT
\S
BU
\50
-0
1 N
CA
B
AK
ER
SF
IE
LD
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XP
AN
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ON
\E
NG
IN
\P
LA
NS
\C
G1
.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
KEY MAP
(NOT TO SCALE)
1 2 3
CG101
SITE GRADING AND DRAINAGE
PLAN
NORTHGRAPHICAL SCALE: 1"=30'
30 15 0 30 60 90
Dirt Rd.
Dirt Rd.
EAST BEAR MOUNTAIN BLVD.
STATE HIGHWAY 223
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
OAK TREE
PLANTER
FOG LINE
FOG LINE
YELLOW STRIPES
FOG LINE
FOG LINE
YELLOW STRIPES
POST MILE
SIGN
UTILITY
VAULT
POST
POST
X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E
X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOCLOC
LO
C
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOOP ROAD
LOOP CONNECTOR ROAD
25+00
26+00
27+00 28+0028+61
+0
+0
+5
+0
+0
+5
25+00
26+00
27+00 28+0028+61
R743.5'
R770.1'
R30'R30'
R213.3'
R186.7'
R263.3'
R236.7'
R236.7'
R15'
R15'
R62 'R50'
R15'
R15'
R106'
R94'
R94'
R106' R206'R194'
.3'
.3'
13.3' 13.3'
12'
12'
4:1
5:1
74 12
TC
74 12
TC
74 66
TC
74 66
TC
74 68
TC74 62
TC
74 62
TC
76 32
TC
79 99
TC
79 99
TC
80 69
TC
80 69
TC
71 61
TOP
71 71
TOP
74 64
TOP
76 38
TOP
76 40
TOP
79 27
TOP
79 19
TOP
81 57
GS
81 57
GS
85 00
GS
84 97
GS
87 02
GS
GS
63 75
GS
63 99
GS
66 67
GS
66 91
GS
67 33
GS
67 57
GS
76 55
GS
76 79
GS
79 31
GS
78 60
GS
80 66
TC
80 21
TC
74 28
TOP
80 68
HP
74 92
TC-HP
1976 1977 1978
741974
1976197719781979 198119821983
74 85
GS
63 11
GS
68 39
GS
69 44
GS
70 40
GS
74 02
GS
.8%
5.9%
6.4%
" H
DP
E
15" HDPE
15" HDPE
15" HDPE
" H
DP
E
15" HDPE
15" HDPE
28A
27A
26A
LOC LIMITS OF CONSTRUCTION
STORM SEWER PIPE
TC TOP OF CURB
GS GROUND SPOT
EP EDGE OF PAVEMENT
TOP TOP OF STRUCTURE
INV. INVERT OF STRUCTURE
EXISTING STORM PIPE
STORM STRUCTURE
EXISTING STORM STRUCTURE
1. CONTRACTOR SHALL PERFORM UTILITY LOCATION FOR ALL UNDERGROUND
UTILITIES AND NOTIFY THE VA IN THE EVENT ADJUSTMENTS ARE REQUIRED TO
ENSURE THE IMPROVEMENTS ARE CONSTRUCTED IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.
2. HORIZONTAL DATUM IS REFERENCED TO THE CALIFORNIA STATE PLANES, ZONE V
(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.
3. STORM SEWER TOP ELEVATIONS SHOWN FOR CURB INLET STRUCTURES REFER TO
THE ELEVATION AT THE CENTER OF THE STRUCTURE.
4. SEE SHEETS CG151-CG153 FOR DETAILED BURIAL SECTION GRADING AND
DRAINAGE INFORMATION.
VERTICAL DRAIN
HP HIGH POINT
LP LOW POINT
4" DRAIN LINE
LEGEND:
GRADING NOTES:
CO
DRAINAGE FLOW ARROW
VERTICAL DRAIN (TYP.)
TYPE A STORM STRUCTURE (TYP.)
END SECTION (TYP.)
KEYNOTE LEGEND:
DESCRIPTION
VERTICAL DRAIN CLEAN OUT (TYP.)
VERTICAL DRAIN TO 4" DRAIN
LINE TRANSITION (TYP.)
VELOCITY DISSIPATION DEVICES
ADS NYLOPLAST DOME TOP INLET (TYP.)
TYPE C MANHOLE STRUCTURE (TYP.)
REMOVE SECTION OF EXISTING STORM SEWER
PIPE AND INSTALL TYPE C MANHOLE. CONNECT
EXISTING PIPES INTO NEW MANHOLE
EXISTING INDEX CONTOUR
EXISTING INTERMEDIATE CONTOUR
PROPOSED INDEX CONTOUR
PROPOSED INTERMEDIATE CONTOUR
45 0
XX PROPOSED SPOT ELEVATIONS
DRY WELL10
4" DRAIN LINE CLEAN OUT (TYP.)11
CRYPT PERIMETER UNDER DRAIN (TYP.)12
CRYPT UNDER DRAIN CLEAN OUT (TYP.)13
DRY WELL CLEAN OUT14
FLOWER WATERING STATION DRAIN LINE (SEE
SHEETS CG151-CG153 FOR DESIGN INFORMATION15
4" CRYPT PERIMETER UNDERDRAIN (PERFORATED)
CONTRACTOR TO VERIFY LOCATION OF EXISTING
INFILTRATION SWALE AND REESTABLISH IF
DISTURBED BY GRADING ACTIVITIES.
(SHADED AREA)
JUTE MATTING CHANNEL/SWALE PROTECTION17
ADS NYLOPLAST 24" X 4" WYE W/ GASKETED SWR BELL18
GRADED BERM19
TP TP TREE PROTECTION
RIP-RAP CHANNEL/SWALE PROTECTION20
LOG
LIMITS OF GRADING NEAR PROTECTED
TREE. (FILL ONLY, NO CUT WITHIN TP)
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 RPP RJP
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
RO
JE
CT
\S
BU
\50
-0
1 N
CA
B
AK
ER
SF
IE
LD
E
XP
AN
SI
ON
\E
NG
IN
\P
LA
NS
\C
G1
.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
KEY MAP
(NOT TO SCALE)
1 2 3
CG102
SITE GRADING AND DRAINAGE
PLAN
NORTHGRAPHICAL SCALE: 1"=30'
Dirt Rd.
Dir t R d.
W
HITE W
OLF DRIVE
3.5" ALUMINUM CAP 3.5" ALUMINUM CAP
3.5" ALUMINUM CAP 1" REBAR
X X
X X
X X
X X
X X
X
X
XXXX
X X X X X X X X X X X X X X X X X X X X X
X
X X
X X
X X
X X
X X
X X
X
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTERPLANTER
WHITE STRIPE
FOG LINE
FOG LINEDOUBLE YELLOW STRIPES
WHITE STRIPE
FOG LINE
FOG LINE
DOUBLE YELLOW STRIPES
RAMP
ADA
RAMPADA
RAMP
MEDIAN
ISLAND SIGN
MEDIAN
ISLAND SIGN
BAKERSFIELD NATIONAL
CEMETERY MONUMENT SIGN
WHITE WOLF
DRIVE SIGN
STREET SIGN
STOP SIGN
BENCHMARK #3 SET:
CHISELED "+" ON TOP OF CURB.
ELEV. = 1971.83' (NAVD88)
N = 2279930.124 E = 6362583.43
SECTION 7
SECTION 16
SECTION 15
SECTION 8SECTION 12SECTION 17
CULVERT
V-GUTTER
4" PVC
6" PVC
POST
SLIDING GATE
SLIDING GATE
WALL
WALL
WALL
WROUGHT
IRON FENCE
WROUGHT
IRON FENCE
WALL
WALL
W
OOD CHIPS
WOOD CHIPS
GRAVEL
GRAVEL
POST
POST
POST
TRASH
BINS
BENCH
BURIED
UTILITY LINE
UTILITY BOX
BENCH
IRR. BOXES IRR. BOXES
IRR.
BOXES
IRR. BOX
IRR. BOX
IRR. BOX
IRR. BOX
I.C.V.
I.C.V.
I.C.V.
I.C.V.
I.C.V.
IRR. BOX.
IRR. BOX.
IRR. BOX.
IRR. BOX.
IRR. BOX.
IRR. BOX. IRR. BOX. IRR. BOX.
IRR. BOX.
IRR. BOX.
WATER
BOXES
5-I.C.V.
IRR. BOXES
POST
POST
POST
POST
POST
POST POST
POST
POST
I.C.V.
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X
X
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
E
E
E
E
E
E
E
E
E
E
E E
E
E
E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E E
E E
E E
E E
E E
E E E
E E
E
E E
E E
E E
E E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E E
E E
E E
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C C C
C C C C
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
E
E
E
E
E E
E
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X
X
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
LOC
LOC
LOC
LO
C
LO
C
LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC
LOC
LOC
LOC
LOCLOC
LOC
LOC
LOC
LOC LOC LOC
LOC
LOC
LOC
LOC
LO
C
LOC LOC LOC LOC LOC LOC LOC LOC LOC
LOC
LOC
LOC
LOC
LOCLOCLOCLOCLOCLOCLOCLOCLOCLOC
LOC
LOC
LOC
LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LO
C
LOC
LOC
LO
C
LO
C
LO
C LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOCLOCLOCLOC
LOC
LOC
LOC
13.32' 10'
M6A M6BBM6
SM6A
SM6B
LOOP ROAD
LOOP ROAD
+0
17+00
18+00
19+00
20+
21+00
22+00
23+00
24+00
25+00
+0
17+00
18+00
19+00
20+
21+00
22+00
23+00
24+00
25+00
R3 0'
R30'
R3 0'
R30'
R413.3'
R386.7'
R186.7'
R213.3'
R241.7'
R268.3'
R30'
R2
.3'
R15'
R15'
R62
R15'
R15'
R106'
R94'
R2
.3'
13.3' 13.3'
4' 4'
48'
72'
12'
12'
13.32' 13.32'
13.32'
SECTION 6
2,152 IN-GROUND CREMAIN SITES
(WITHIN 4'x4' PLOTS)
4:1
4:1
4:1
4:1
4:1
4:1
67 64
TC
67 64
TC
66 70
TC
67 03
TC-LP
68 13
TC
63 95
TC
63 57
TC
62 71
TC
57 59
TC
57 59
TC
47 90
TC
47 31
TC
47 11
TC
46 69
TC
67 07
TOP
66 77
TOP
56 83
TOP
56 42
TOP
48 02
TOP
48 34
TOP
46 12
TOP
45 68
TOP
81 57
GS
81 57
GS
84 97
GS
87 02
GS
76 55
GS
76 79
GS
79 31
GS
78 60
GS
80 66
TC
80 21
TC
4:1
45 87
GS
46 80
GS46 84
GS
47 50
GS
46 75
GS
REFER TO COLUMBARIUM
DRAWINGS FOR DETAILED
GRADING AND DRAINAGE
INFORMATION WITHIN
COLUMBARIUM COMPLEX "C"
68 85
TC
64 56
TC
4:1
1964 1964
197119721973
19611962
46 44
GS
65 13
TOP
1966 19
74 85
GS 6.4%
1.9%
1.8%
1.8%
15" HDPE
15" HDPE
" H
DP
E
15" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
7A
7B
LOC LIMITS OF CONSTRUCTION
STORM SEWER PIPE
TC TOP OF CURB
GS GROUND SPOT
EP EDGE OF PAVEMENT
TOP TOP OF STRUCTURE
INV. INVERT OF STRUCTURE
EXISTING STORM PIPE
STORM STRUCTURE
EXISTING STORM STRUCTURE
1. CONTRACTOR SHALL PERFORM UTILITY LOCATION FOR ALL UNDERGROUND
UTILITIES AND NOTIFY THE VA IN THE EVENT ADJUSTMENTS ARE REQUIRED TO
ENSURE THE IMPROVEMENTS ARE CONSTRUCTED IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.
2. HORIZONTAL DATUM IS REFERENCED TO THE CALIFORNIA STATE PLANES, ZONE V
(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.
3. STORM SEWER TOP ELEVATIONS SHOWN FOR CURB INLET STRUCTURES REFER TO
THE ELEVATION AT THE CENTER OF THE STRUCTURE.
4. SEE SHEETS CG151-CG153 FOR DETAILED BURIAL SECTION GRADING AND
DRAINAGE INFORMATION.
VERTICAL DRAIN
HP HIGH POINT
LP LOW POINT
4" DRAIN LINE
LEGEND:
GRADING NOTES:
CO
DRAINAGE FLOW ARROW
VERTICAL DRAIN (TYP.)
TYPE A STORM STRUCTURE (TYP.)
END SECTION (TYP.)
KEYNOTE LEGEND:
DESCRIPTION
VERTICAL DRAIN CLEAN OUT (TYP.)
VERTICAL DRAIN TO 4" DRAIN
LINE TRANSITION (TYP.)
VELOCITY DISSIPATION DEVICES
ADS NYLOPLAST DOME TOP INLET (TYP.)
TYPE C MANHOLE STRUCTURE (TYP.)
REMOVE SECTION OF EXISTING STORM SEWER
PIPE AND INSTALL TYPE C MANHOLE. CONNECT
EXISTING PIPES INTO NEW MANHOLE
EXISTING INDEX CONTOUR
EXISTING INTERMEDIATE CONTOUR
PROPOSED INDEX CONTOUR
PROPOSED INTERMEDIATE CONTOUR
45 0
XX PROPOSED SPOT ELEVATIONS
DRY WELL10
4" DRAIN LINE CLEAN OUT (TYP.)11
CRYPT PERIMETER UNDER DRAIN (TYP.)12
CRYPT UNDER DRAIN CLEAN OUT (TYP.)13
DRY WELL CLEAN OUT14
FLOWER WATERING STATION DRAIN LINE (SEE
SHEETS CG151-CG153 FOR DESIGN INFORMATION15
4" CRYPT PERIMETER UNDERDRAIN (PERFORATED)
CONTRACTOR TO VERIFY LOCATION OF EXISTING
INFILTRATION SWALE AND REESTABLISH IF
DISTURBED BY GRADING ACTIVITIES.
(SHADED AREA)
JUTE MATTING CHANNEL/SWALE PROTECTION17
ADS NYLOPLAST 24" X 4" WYE W/ GASKETED SWR BELL18
GRADED BERM19
TP TP TREE PROTECTION
RIP-RAP CHANNEL/SWALE PROTECTION20
LOG
LIMITS OF GRADING NEAR PROTECTED
TREE. (FILL ONLY, NO CUT WITHIN TP)
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 RPP RJP
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
RO
JE
CT
\S
BU
\50
-0
1 N
CA
B
AK
ER
SF
IE
LD
E
XP
AN
SI
ON
\E
NG
IN
\P
LA
NS
\C
G1
.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
KEY MAP
(NOT TO SCALE)
1 2 3
CG103
SITE GRADING AND DRAINAGE
PLAN
NORTHGRAPHICAL SCALE: 1"=30'
Dirt R d.
RANCHO EL TEJON CIR.
MAINTENANCE ACCESS ROAD
X
Ground Not Visible
Dense Trees
GUARDRAIL
CULVERT
FLAG
POLE
FLAG
POLE
FLAG
POLE
VAULT
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
XXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X WWWW
W
W W
W W W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E
E
E E
E
C
C C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
E
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
XXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X WWWW
W
W W
W W W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
LO
C LOC LOC LOC LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LOC
LOC
LOC
LO
C
LO
C
LOC
LOC
LOC LIMITS OF CONSTRUCTION
STORM SEWER PIPE
TC TOP OF CURB
GS GROUND SPOT
EP EDGE OF PAVEMENT
TOP TOP OF STRUCTURE
INV. INVERT OF STRUCTURE
EXISTING STORM PIPE
STORM STRUCTURE
EXISTING STORM STRUCTURE
1. CONTRACTOR SHALL PERFORM UTILITY LOCATION FOR ALL UNDERGROUND
UTILITIES AND NOTIFY THE VA IN THE EVENT ADJUSTMENTS ARE REQUIRED TO
ENSURE THE IMPROVEMENTS ARE CONSTRUCTED IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.
2. HORIZONTAL DATUM IS REFERENCED TO THE CALIFORNIA STATE PLANES, ZONE V
(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.
3. STORM SEWER TOP ELEVATIONS SHOWN FOR CURB INLET STRUCTURES REFER TO
THE ELEVATION AT THE CENTER OF THE STRUCTURE.
4. SEE SHEETS CG151-CG153 FOR DETAILED BURIAL SECTION GRADING AND
DRAINAGE INFORMATION.
VERTICAL DRAIN
HP HIGH POINT
LP LOW POINT
4" DRAIN LINE
LEGEND:
GRADING NOTES:
CO
DRAINAGE FLOW ARROW
VERTICAL DRAIN (TYP.)
TYPE A STORM STRUCTURE (TYP.)
END SECTION (TYP.)
KEYNOTE LEGEND:
DESCRIPTION
VERTICAL DRAIN CLEAN OUT (TYP.)
VERTICAL DRAIN TO 4" DRAIN
LINE TRANSITION (TYP.)
VELOCITY DISSIPATION DEVICES
ADS NYLOPLAST DOME TOP INLET (TYP.)
TYPE C MANHOLE STRUCTURE (TYP.)
REMOVE SECTION OF EXISTING STORM SEWER
PIPE AND INSTALL TYPE C MANHOLE. CONNECT
EXISTING PIPES INTO NEW MANHOLE
EXISTING INDEX CONTOUR
EXISTING INTERMEDIATE CONTOUR
PROPOSED INDEX CONTOUR
PROPOSED INTERMEDIATE CONTOUR
45 0
XX PROPOSED SPOT ELEVATIONS
DRY WELL10
4" DRAIN LINE CLEAN OUT (TYP.)11
CRYPT PERIMETER UNDER DRAIN (TYP.)12
CRYPT UNDER DRAIN CLEAN OUT (TYP.)13
DRY WELL CLEAN OUT14
FLOWER WATERING STATION DRAIN LINE (SEE
SHEETS CG151-CG153 FOR DESIGN INFORMATION15
4" CRYPT PERIMETER UNDERDRAIN (PERFORATED)
CONTRACTOR TO VERIFY LOCATION OF EXISTING
INFILTRATION SWALE AND REESTABLISH IF
DISTURBED BY GRADING ACTIVITIES.
(SHADED AREA)
JUTE MATTING CHANNEL/SWALE PROTECTION17
ADS NYLOPLAST 24" X 4" WYE W/ GASKETED SWR BELL18
GRADED BERM19
TP TP TREE PROTECTION
RIP-RAP CHANNEL/SWALE PROTECTION20
LOG
LIMITS OF GRADING NEAR PROTECTED
TREE. (FILL ONLY, NO CUT WITHIN TP)
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 RPP RJP
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
RO
JE
CT
\S
BU
\50
-0
1 N
CA
B
AK
ER
SF
IE
LD
E
XP
AN
SI
ON
\E
NG
IN
\P
LA
NS
\C
G1
.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
KEY MAP
(NOT TO SCALE)
1 2 3
CG104
SITE GRADING AND DRAINAGE
PLAN
NORTHGRAPHICAL SCALE: 1"=30'
RANCHO EL TEJON CIR.
RANCHO EL TEJON CIR.
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLA
NTER
PLA
NTER
ADA RAMP
ADA RAMP
ADA RAMP
15MPH
SPEED SIGN
SIGN
DIRECTION
SIGNS
EXISTNG
SIGN
BENCHMARK #2 SET:
CHISELED "+" ON TOP OF CURB.
ELEV. = 1950.67' (NAVD88)N = 2279686.511E = 6361548.818
SECTION 18
SECTION 17
COLUMBARIUM COMPLEX A
4' WIDE
V-GUTTER
WALL
COMMS. RISER
BENCH
VAULT
VAULT
VAULT
I.C.V.
IRR. BOX
IRR. BOX
IRR. BOX
IRR. BOX
IRR. BOXES IRR. BOX
IRR. BOXES
IRR. BOX
VAULT
POST
POST
POST
POST
POST
W W
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W
W W
W W
W W
W W
W
W
W
W W
W W
W
WWWWWWWW
W
W
W W
W
W
W
W
W
W
W W
W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
COLUMBARIUM B
E
E
E
E
EEEEEE
E E
E E
E E
E E
E E
EEEEEEEEEE
E
E E
E E
EEEEE
E
E E
E
E
E
E
E
E
E E
E E
E
E
C C
C
C
C
C
C
C
C
C
C C
C C C C C C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C C C C C
C C
C C
C C C C C C C C C C C
C C
C C
C
C
C
C
C
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
C
C
C
E
E
E E
W W
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W
W W
W W
W W
W W
W
W
W
W W
W W
W
WWWWWWWW
W
W
W W
W
W
W
W
W
W
W W
W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
COLUMBARIUM B
LOC
LOC
LOC
LOC
LOC LOC LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC LOC LOC
LOCLOC
LOC
LOC
LOC
LO
C
LOC
LOC
LOC LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC LOC LOC
LO
C
LO
C
LOC
LO
C
LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LO
C
LO
C
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
TP
TPTP
TP
TP
TP
TP
TP
TP
TP TP
TP
TP
TP
TP
TP
M19A
M19B
BM19
M20A
M20B
BM20
SM20A
SM20B
SM19A
SM19B
LOOP CONNECTOR ROAD
+0
+0
+0
13+00
14+00
+0
+0
+0
13+00
14+00
R236.7' R263.3'
R263.3'
R236.7'
R30' R30'
R94'
R106' R206'R194'
R194'R206'
R194'
R206'
R106'R94'
R1 5'
R15'
13.3' 13.3'
13.
3'
13.
3'
13.3' 13.3'
3'
3'
45'
72'
3'
3'
45'
72'
12'
SECTION 19
1,560 DOUBLE-DEPTH
PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
SECTION 20
1,444 DOUBLE-DEPTH
PRE-PLACED CRYPTS
(WITHIN 3'x8' PLOTS)
4:1 4:14:1
4:1
5:1
4:1
4:1
4:1
5:1
52 63
TC
51 92
TC-LP
51 34
TC
51 92
TC-LP
54 23
TC
54 23
TC
69 15
TC
69 15
TC
70 29
TC
70 29
TC
53 85
TOP
51 96
TOP
51 97
TOP
58 44
TOP
60 70
TOP
65 12
TOP
65 11
TOP
57 63
TOP
71 61
TOP
71 71
TOP
48 43
GS
48 08
GS
48 70
GS
48 46
GS
48 73
GS
48 85
GS
50 71
GS
50 95
GS
53 20
GS
52 96
GS
60 34
GS60 10
GS
61 64
GS
61 88
GS
62 58
GS
62 82
GS
63 75
GS
63 99
GS
66 67
GS
66 91
GS
51 87
LP
59 00
TOP
1961196219631964
52 14
TC-HP
52 27
GS
6 6
11 15
63 11
GS
61 25
GS
60 58
GS
59 88
GS
57 84
GS
58 84
GS
60 88
GS
61 58
GS
58 63
GS
62 50
GS
61 84
GS
65 94
GS
64 94
GS 61 33
GS
.8%
2.0
2.0
2.0
2.0
2.0
6.3%
2.8%
11 11
19 19
LOG
LOG
LOG
LOG
LOG
LOGLOG
LO
G
LO
G
LO
G
LOG
LOG
45 50
INV
42 79
INV
62 33
GS
66 00
GS
1961 1958
15" HDPE
15" HDPE
24" HDPE
" H
DP
E
15" HDPE
15" HDPE
" H
DP
E
15" H
DPE
24" HDPE
24" HDPE
24" HDPE
15" HDPE
15" HDPE
" R
CP
C
L I
II
8' RIP-RAP EMERGENCY SPILLWAY
ELEV. = 1947.00'
SEE DETAIL 3 ON CJ501
26A
25A
25 25C
25D
21B
21C
SWM 1 RISER
SWM 1 ES
25B
24" HDPE
21A
LOC LIMITS OF CONSTRUCTION
STORM SEWER PIPE
TC TOP OF CURB
GS GROUND SPOT
EP EDGE OF PAVEMENT
TOP TOP OF STRUCTURE
INV. INVERT OF STRUCTURE
EXISTING STORM PIPE
STORM STRUCTURE
EXISTING STORM STRUCTURE
1. CONTRACTOR SHALL PERFORM UTILITY LOCATION FOR ALL UNDERGROUND
UTILITIES AND NOTIFY THE VA IN THE EVENT ADJUSTMENTS ARE REQUIRED TO
ENSURE THE IMPROVEMENTS ARE CONSTRUCTED IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.
2. HORIZONTAL DATUM IS REFERENCED TO THE CALIFORNIA STATE PLANES, ZONE V
(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.
3. STORM SEWER TOP ELEVATIONS SHOWN FOR CURB INLET STRUCTURES REFER TO
THE ELEVATION AT THE CENTER OF THE STRUCTURE.
4. SEE SHEETS CG151-CG153 FOR DETAILED BURIAL SECTION GRADING AND
DRAINAGE INFORMATION.
VERTICAL DRAIN
HP HIGH POINT
LP LOW POINT
4" DRAIN LINE
LEGEND:
GRADING NOTES:
CO
DRAINAGE FLOW ARROW
VERTICAL DRAIN (TYP.)
TYPE A STORM STRUCTURE (TYP.)
END SECTION (TYP.)
KEYNOTE LEGEND:
DESCRIPTION
VERTICAL DRAIN CLEAN OUT (TYP.)
VERTICAL DRAIN TO 4" DRAIN
LINE TRANSITION (TYP.)
VELOCITY DISSIPATION DEVICES
ADS NYLOPLAST DOME TOP INLET (TYP.)
TYPE C MANHOLE STRUCTURE (TYP.)
REMOVE SECTION OF EXISTING STORM SEWER
PIPE AND INSTALL TYPE C MANHOLE. CONNECT
EXISTING PIPES INTO NEW MANHOLE
EXISTING INDEX CONTOUR
EXISTING INTERMEDIATE CONTOUR
PROPOSED INDEX CONTOUR
PROPOSED INTERMEDIATE CONTOUR
45 0
XX PROPOSED SPOT ELEVATIONS
DRY WELL10
4" DRAIN LINE CLEAN OUT (TYP.)11
CRYPT PERIMETER UNDER DRAIN (TYP.)12
CRYPT UNDER DRAIN CLEAN OUT (TYP.)13
DRY WELL CLEAN OUT14
FLOWER WATERING STATION DRAIN LINE (SEE
SHEETS CG151-CG153 FOR DESIGN INFORMATION15
4" CRYPT PERIMETER UNDERDRAIN (PERFORATED)
CONTRACTOR TO VERIFY LOCATION OF EXISTING
INFILTRATION SWALE AND REESTABLISH IF
DISTURBED BY GRADING ACTIVITIES.
(SHADED AREA)
JUTE MATTING CHANNEL/SWALE PROTECTION17
ADS NYLOPLAST 24" X 4" WYE W/ GASKETED SWR BELL18
GRADED BERM19
TP TP TREE PROTECTION
RIP-RAP CHANNEL/SWALE PROTECTION20
LOG
LIMITS OF GRADING NEAR PROTECTED
TREE. (FILL ONLY, NO CUT WITHIN TP)
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 RPP RJP
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
KEY MAP
(NOT TO SCALE)
1 2 3
CG105
SITE GRADING AND DRAINAGE
PLAN
NORTHGRAPHICAL SCALE: 1"=30'
WHITE WOLF DRIVE
TEHACHAPI WAY
3.5" ALUMINUM CAP1" REBAR
1" REBAR 1" REBAR
1" REBAR
3.5" ALUMINUM CAP 3.5" ALUMINUM CAP
3.5" ALUMINUM CAP
3.5" ALUMINUM CAP 3.5" ALUMINUM CAP
1" REBAR
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
PLANTERPLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
WHITE
STRIPE
ADA RAMP
ADA RAMP
ADA RAMP
ADA RAMP
ADA
RAMP
ADA RAMP
ADA RAMP
ADA
RAMP
ADA
RAMPADA
DIRECTION
SIGNS
EXISTNG
SIGN
SNAKES SIGNS
MONUMENT
SIGN
SECTION 10 A
SECTION 10
SECTION 11
SECTION 12
SECTION 9
SECTION 8
SECTION 17
SECTION 8SECTION 12SECTION 17
SECTION 18
V-GUTTER
INLET
CULVERT
POST
SUMP
GRAVEL
GRAVEL
PAVERS
BENCH
POST
BENCH
POST
BENCH
IRR. BOXES
IRR.
BOXES
IRR. BOX
IRR. BOXES
IRR. BOX
WATER VALVES
POST
POST
POST
POST POST
POST
POST
POST POST
POST
POST
POST
IRR. BOXES
SD
SD SD
SD
X
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
WWWW
W
W W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WILDFLOWER WAY
PUBLIC INFORMATION CENTER
& ADMINISTRATION BUILDING
SS
SS
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E
C C
C
C
C
C
E E
E
E
E E
E E
E E
E
E
E
E
E
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C C
C C
C
C
C
C C
E
E E
E E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E E
E E
E E
E
E
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
E
E
E E
E E E E
E E E
E
E
E
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
C
C
C
E
E
E
E
E
E
SD
SD SD
SD
X
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
WWWW
W
W W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WILDFLOWER WAY
PUBLIC INFORMATION CENTER
& ADMINISTRATION BUILDING
SS
SS
LOC LOC LOC
LOC
LOCLOCLOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOCLOC
LOC
LOCLOC
LOC
LO
C
LO
C
LOC
LO
C
LOC
LO
C
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LO
C
LOC
LOC
LOC
LOC LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
13.32' 10'
13.32' 10'
13.32' 10'
LOOP ROAD
10+00
11+00
12+00 13+00
+0
+0
+0
STORMWATER
MANAGEMENT
IMPROVEMENTS
10+00
11+00
12+00 13+00
+0
+0
+0
R30'
R30'
R30'
R2
.3'
R3
R3
.4'
R314.1'
R287.4'
R287.4'
R314.1'
R252.2'
R288.9'
R278.9'
R513.3'
R486.7'
R486.7'
R278.9'
R3
.3'
.3'
8'
13.32' 13.32'
13.32'
13.32'
13.32'
4:1
4:1
4:1
47 11
TC
44 50
TC
43 97
TC
43 75
TC
34 28
TC
33 72
TC
33 57
TC
30 99
TC
30 67
TC
30 80
TC
31 08
TC
32 85
TC
34 33
TC
31 08
TC
33 58
TC
44 20
TC
46 69
TC
45 68
TOP
43 99
TOP
43 66
TOP
34 68
TOP
34 39
TOP
32 18
TOP
30 81
TOP
30 82
TOP
31 34
TOP
44 53
GS
44 28
GS
44 14
GS
42 95
GS
42 83
GS
40 66
GS
40 78
GS
37 65
GS
37 57
GS
35 71
GS
35 59
GS
34 20
GS
33 41
GS
33 21
GS
29 10
TOP
30 79
LP
31 67
GS
32 60
GS 32 55
GS
33 05
GS
33 10
GS
34 14
GS
30 98
GS
45 05
GS
45 91
GS
45 87
GS
46 80
GS46 84
GS
44 43
GS
REFER TO COLUMBARIUM
DRAWINGS FOR DETAILED
GRADING AND DRAINAGE
INFORMATION WITHIN
COLUMBARIUM COMPLEX "C"
REFER TO COLUMBARIUM
DRAWINGS FOR DETAILED
GRADING AND DRAINAGE
INFORMATION WITHIN
COLUMBARIUM COMPLEX "D"
191719181919
19341934
37 21
HP
30 21
GS
33 21
GS
31 44
GS
31 00
GS
27 81
GS
32 42
GS
30 61
GS
1921 1921
6.6
6.6%
16.0%
33 08
GS
29 34
GS
29 50
GS
34 00
GS
1932 1933 1934 1936
18 00
INV
" H
DP
E
" H
DP
E
15" HDPE
15" HDPE
15" HDPE
18" HDPE
15" HDPE
15" HDPE
EX. 18" HDPE
" H
DP
E
" H
DP
E
" R
CP
C
L I
II
8' RIP-RAP
EMERGENCY SPILLWAY
ELEV. = 1921.00
SEE DETAIL 6 ON CJ501
5A 5
4A
2A
2B
SMW 2 ES
SWM 2 RISER
LOC LIMITS OF CONSTRUCTION
STORM SEWER PIPE
TC TOP OF CURB
GS GROUND SPOT
EP EDGE OF PAVEMENT
TOP TOP OF STRUCTURE
INV. INVERT OF STRUCTURE
EXISTING STORM PIPE
STORM STRUCTURE
EXISTING STORM STRUCTURE
1. CONTRACTOR SHALL PERFORM UTILITY LOCATION FOR ALL UNDERGROUND
UTILITIES AND NOTIFY THE VA IN THE EVENT ADJUSTMENTS ARE REQUIRED TO
ENSURE THE IMPROVEMENTS ARE CONSTRUCTED IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.
2. HORIZONTAL DATUM IS REFERENCED TO THE CALIFORNIA STATE PLANES, ZONE V
(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.
3. STORM SEWER TOP ELEVATIONS SHOWN FOR CURB INLET STRUCTURES REFER TO
THE ELEVATION AT THE CENTER OF THE STRUCTURE.
4. SEE SHEETS CG151-CG153 FOR DETAILED BURIAL SECTION GRADING AND
DRAINAGE INFORMATION.
VERTICAL DRAIN
HP HIGH POINT
LP LOW POINT
4" DRAIN LINE
LEGEND:
GRADING NOTES:
CO
DRAINAGE FLOW ARROW
VERTICAL DRAIN (TYP.)
TYPE A STORM STRUCTURE (TYP.)
END SECTION (TYP.)
KEYNOTE LEGEND:
DESCRIPTION
VERTICAL DRAIN CLEAN OUT (TYP.)
VERTICAL DRAIN TO 4" DRAIN
LINE TRANSITION (TYP.)
VELOCITY DISSIPATION DEVICES
ADS NYLOPLAST DOME TOP INLET (TYP.)
TYPE C MANHOLE STRUCTURE (TYP.)
REMOVE SECTION OF EXISTING STORM SEWER
PIPE AND INSTALL TYPE C MANHOLE. CONNECT
EXISTING PIPES INTO NEW MANHOLE
EXISTING INDEX CONTOUR
EXISTING INTERMEDIATE CONTOUR
PROPOSED INDEX CONTOUR
PROPOSED INTERMEDIATE CONTOUR
45 0
XX PROPOSED SPOT ELEVATIONS
DRY WELL10
4" DRAIN LINE CLEAN OUT (TYP.)11
CRYPT PERIMETER UNDER DRAIN (TYP.)12
CRYPT UNDER DRAIN CLEAN OUT (TYP.)13
DRY WELL CLEAN OUT14
FLOWER WATERING STATION DRAIN LINE (SEE
SHEETS CG151-CG153 FOR DESIGN INFORMATION15
4" CRYPT PERIMETER UNDERDRAIN (PERFORATED)
CONTRACTOR TO VERIFY LOCATION OF EXISTING
INFILTRATION SWALE AND REESTABLISH IF
DISTURBED BY GRADING ACTIVITIES.
(SHADED AREA)
JUTE MATTING CHANNEL/SWALE PROTECTION17
ADS NYLOPLAST 24" X 4" WYE W/ GASKETED SWR BELL18
GRADED BERM19
TP TP TREE PROTECTION
RIP-RAP CHANNEL/SWALE PROTECTION20
LOG
LIMITS OF GRADING NEAR PROTECTED
TREE. (FILL ONLY, NO CUT WITHIN TP)
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 RPP RJP
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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XP
AN
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\E
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IN
\P
LA
NS
\C
G1
.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
KEY MAP
(NOT TO SCALE)
1 2 3
CG106
SITE GRADING AND DRAINAGE
PLAN
NORTHGRAPHICAL SCALE: 1"=30'
17+00 17+00
X
X
4" P
VC SDR 35
4" PVC SDR 35 4" PVC SDR 35 4" PVC SDR 35 4" PVC SDR 35 4" PVC SDR 35 4" PVC SDR 35 4" PVC SDR 35
4" PVC SDR 35
4" PVC SDR 35 4" PVC SDR 35
FG: 1956.03 FG: 1956.13
FG: 1956.24
FG: 1956.35
FG: 1956.46
FG: 1956.56 FG: 1956.81 FG: 1956.84 FG: 1957.28 FG: 1957.32 FG: 1957.48
FG: 1957.46
FG: 1957.43
FG: 1957.40
FG: 1957.38
FG: 1957.35
FG: 1957.32
FG: 1957.30
FG: 1956.85 FG: 1956.89 FG: 1956.96
FG: 1956.88
FG: 1956.79
FG: 1956.70
FG: 1956.61
FG: 1956.53
FG: 1956.44
FG: 1956.35
FG: 1956.27
FG: 1955.12
FG: 1954.68FG: 1954.64FG: 1954.20FG: 1954.16FG: 1953.72FG: 1953.67FG: 1953.23FG: 1953.19FG: 1953.11
FG: 1953.18
FG: 1953.25
FG: 1953.38
FG: 1953.51
FG: 1954.49
FG: 1954.66
FG: 1954.96
FG: 1955.13
FG: 1955.30 FG: 1955.39
FG: 1955.43
FG: 1956.39
INV.: 1954.64
FG: 1955.14
INV.: 1953.39FG: 1954.66
INV.: 1952.91
FG: 1957.46
INV.: 1955.71
FG: 1957.39
INV.: 1955.64
FG: 1954.18
INV.: 1952.43FG: 1953.70
INV.: 1951.95
FG: 1956.91
INV.: 1955.16
FG: 1955.49
INV.: 1953.74
FG: 1953.21
INV.: 1951.46 FG: 1955.16 FG: 1955.36
FG: 1956.07
FG: 1956.09
FG: 1956.11
FG: 1956.12FG: 1956.04
FG: 1956.00
FG: 1956.24
4" PVC SDR 35
" H
DP
E
7B
15" NYLOPLAST STRUCTURE
INV IN:1944.09 4"
INV OUT:1942.62 15"
UD7
WYE CONNECTION
INV IN:1953.30 4"
INV IN:1953.30 4"
INV OUT:1953.30 4"
UD6
WYE CONNECTION
INV IN:1952.81 4"
INV IN:1952.81 4"
INV OUT:1952.81 4"
UD5
WYE CONNECTION
INV IN:1952.34 4"
INV IN:1952.34 4"
INV OUT:1952.34 4"
UD3
WYE CONNECTION
INV IN:1951.61 4"
INV IN:1951.61 4"
INV OUT:1951.61 4"
UD2
WYE CONNECTION
INV IN:1951.13 4"
INV IN:1951.13 4"
INV OUT:1951.13 4"
UD1
45° ELBOW
INV IN:1950.93 4"
INV OUT:1950.93 4"
UD8
CLEANOUT
RIM:1955.05
INV OUT:1953.35 4"
UD4
CLEANOUT
RIM:1953.82
INV IN:1951.85 4"
INV OUT:1951.85 4"
FWS 2
FWS DRAIN
INV OUT:1951.50 4"
FIELD CONNECTION
INV IN:1951.03 4"
FIELD CONNECTION
INV IN:1942.95 4"
FINISHED GRADE
PITCH:1.88%
N13°35'21"W
149.00'-12" HDPE VERTICAL
DRAIN @
1.53%
205.00'-12" HDPE VERTICAL
DRAIN @
1.57%
205.00'-12" HDPE VERTICAL
DRAIN @
1.57%
181.00'-12" HDPE VERTICAL
DRAIN @
1.55%
85.00'-12" HDPE VERTICAL
DRAIN @
1.47%
FG: 1136.90
TL: 1135.15
LOC
ELEVATION LABEL
FINISHED GRADE ELEVATIONFG
TOP OF CRYPT LID ELEVATIONTL
EXISTING CONTOUR (5' INTERVAL)
EXISTING CONTOUR (1' INTERVAL)
PROPOSED CONTOUR (5' INTERVAL)
PROPOSED CONTOUR (1' INTERVAL)
1. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR
CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE
CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY
POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.
2. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND
ACCEPTED BY THE COR THAT THE LID AND CRYPT NUMBERS MATCH
3. HORIZONTAL DATUM IS REFERENCED TO THE CALIFORNIA STATE PLANES, ZONE V
(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.
GRADING NOTES:
LEGEND:
PRE-PLACED CRYPTS
INTERIOR CRYPT (TYP.)
PERIMETER CRYPT (TYP.)
CONCRETE SECTION MARKER
HEADSTONE FACE DIRECTION
GRAVESITE GRID MONUMENT
IN-GROUND CREMAIN SITES
UNDERDRAIN INVERTINV.
LIMITS OF WORK
CG151
NORTH
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
BURIAL SECTION 6
2,152 IN-GROUND CREMAIN SITES
(WITHIN 4x4' PLOTS)
BURIAL SECTION 6 GRADING
ENLARGEMENT
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 RPP RJP
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 66 OF 163
FG: 1136.90
TL: 1135.15
LOC
ELEVATION LABEL
FINISHED GRADE ELEVATIONFG
TOP OF CRYPT LID ELEVATIONTL
EXISTING CONTOUR (5' INTERVAL)
EXISTING CONTOUR (1' INTERVAL)
PROPOSED CONTOUR (5' INTERVAL)
PROPOSED CONTOUR (1' INTERVAL)
1. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR
CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE
CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY
POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.
2. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND
ACCEPTED BY THE COR THAT THE LID AND CRYPT NUMBERS MATCH
3. HORIZONTAL DATUM IS REFERENCED TO THE CALIFORNIA STATE PLANES, ZONE V
(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.
GRADING NOTES:
LEGEND:
PRE-PLACED CRYPTS
INTERIOR CRYPT (TYP.)
PERIMETER CRYPT (TYP.)
CONCRETE SECTION MARKER
HEADSTONE FACE DIRECTION
GRAVESITE GRID MONUMENT
IN-GROUND CREMAIN SITES
UNDERDRAIN INVERTINV.
LIMITS OF WORK
RANCHO EL TEJON CIR.
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W W
W
W
W
W
W
W W
W W
W W
W
WWWWWWWWWW
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
E
E E
E E
E E
E E E E E E E E E E E E E E E
E E
E E
E
E
C
C
C
C
C
C
C
C
C
C
C
C C
C C
C C
CCCCCCCCCCCCCCCC
C
C C
C C
C
C
C
C
C
C
C
C
C
C
C C
C C
C C
C C
C C
C C
C
E
C
E
4" P
VC
S
DR
4" PVC SDR 35
4" PVC SDR 35 4" PVC SDR 35
4" PVC SDR 354" PVC SDR 35
4" PVC SDR 35
4" PVC SDR 35
4" PVC SDR 354" PVC SDR 35
FG: 1949.71
TL: 1947.88
FG: 1949.94
TL: 1948.11
FG: 1950.18
TL: 1948.35
FG: 1950.27
TL: 1948.44
FG: 1950.55
TL: 1948.72
FG: 1950.53
TL: 1948.70
FG: 1950.42
TL: 1948.59
FG: 1950.79
TL: 1948.96
FG: 1951.03
TL: 1949.20
FG: 1951.26
TL: 1949.43
FG: 1951.97
TL: 1950.14
FG: 1952.24
TL: 1950.41
FG: 1952.27
TL: 1950.44
FG: 1952.65
TL: 1950.82
FG: 1952.67
TL: 1950.84
FG: 1953.05
TL: 1951.22
FG: 1953.07
TL: 1951.24
FG: 1953.45
TL: 1951.62
FG: 1953.48
TL: 1951.65
FG: 1953.85
TL: 1952.02
FG: 1953.74
TL: 1951.91
FG: 1953.75
TL: 1951.92
FG: 1953.72
TL: 1951.89
FG: 1953.63
TL: 1951.80
FG: 1953.54
TL: 1951.71
FG: 1953.39
TL: 1951.56
FG: 1953.26
TL: 1951.43
FG: 1953.03
TL: 1951.20
FG: 1952.51
TL: 1950.68
FG: 1951.51
TL: 1949.68
FG: 1951.13
TL: 1949.30
FG: 1951.28
TL: 1949.45
FG: 1951.25
TL: 1949.42FG: 1951.04
TL: 1949.21
FG: 1951.02
TL: 1949.19
FG: 1951.16
TL: 1949.33
FG: 1951.13
TL: 1949.30FG: 1950.76
TL: 1948.93
FG: 1950.73
TL: 1948.90
FG: 1950.36
TL: 1948.53
FG: 1950.33
TL: 1948.50
FG: 1949.95
TL: 1948.12
FG: 1949.93
TL: 1948.10
FG: 1950.34
INV.: 1948.59
FG: 1950.74
INV.: 1948.99
FG: 1951.15
INV.: 1949.40
FG: 1951.26
INV.: 1949.51 FG: 1951.52
INV.: 1949.77
FG: 1953.13
INV.: 1951.38
FG: 1953.64
INV.: 1951.89
FG: 1953.96
INV.: 1952.21
FG: 1953.55
INV.: 1951.80
FG: 1953.15
INV.: 1951.40
FG: 1952.75
INV.: 1951.00
FG: 1952.35
INV.: 1950.60
FG: 1950.54
INV.: 1948.79
FG: 1953.35
TL: 1951.52
FG: 1953.28
TL: 1951.45
FG: 1953.84
TL: 1952.01
FG: 1949.94
INV.: 1948.19
4" P
ER
FO
RA
TE
D
PV
C
4" PVC SDR 35
4" P
ER
FO
RA
TE
D
PV
C
4" PERFORATED PVC
4" PERFORATED PVC
4" PERFORATED PVC
4" PERFORATED PVC
4" PERFORATED PVC
4" PVC SDR 35
4" PVC SDR 35
TYPE A STORM STRUCTURE (7' OPENING)
INV IN:1947.41 15"
INV IN:1948.18 4"
INV OUT:1946.66 24"
UD11
WYE CONNECTION
INV IN:1941.43 4"
INV IN:1941.36 4"
INV OUT:1941.36 4"
UD13
WYE CONNECTION
INV IN:1945.36 4"
INV IN:1945.36 4"
INV OUT:1945.36 4"
UD14
WYE CONNECTION
INV IN:1945.81 4"
INV IN:1945.81 4"
INV OUT:1945.81 4"
UD16
WYE CONNECTION
INV IN:1946.26 4"
INV IN:1947.85 4"
INV OUT:1946.26 4"
UD34
WYE CONNECTION
INV IN:1948.76 4"
INV IN:1948.76 4"
INV OUT:1948.76 4"
UD31
WYE CONNECTION
INV IN:1948.52 4"
INV IN:1948.52 4"
INV OUT:1948.53 4"
UD30
WYE CONNECTION
INV IN:1948.30 4"
INV IN:1948.30 4"
INV OUT:1948.30 4"
UD35
CLEANOUT
RIM:1950.67
INV OUT:1948.79 4"
UD27
CLEANOUT
RIM:1952.06
INV OUT:1943.88 4"
UD26
22.5° ELBOW
INV IN:1942.99 4"
INV OUT:1942.99 4"
UD25
22.5° ELBOW
INV IN:1942.37 4"
INV OUT:1942.37 4"
UD24
45° ELBOW
INV IN:1942.18 4"
INV OUT:1942.18 4"
UD22
45° ELBOW
INV IN:1941.94 4"
INV OUT:1941.94 4"
UD18
WYE CONNECTION
INV IN:1941.45 4"
INV IN:1941.46 4"
INV OUT:1941.45 4"
UD12
WYE CONNECTION
INV IN:1941.43 4"
INV IN:1941.43 4"
INV OUT:1941.43 4"
UD19
22.5° ELBOW
INV IN:1942.77 4"
INV OUT:1942.77 4"
UD20
22.5° ELBOW
INV IN:1942.85 4"
INV OUT:1942.85 4"
UD32
22.5° ELBOW
INV IN:1948.55 4"
INV OUT:1948.55 4"
UD21
CLEANOUT
INV OUT:1943.38 4"
UD17
CLEANOUT
RIM:1950.58
INV OUT:1946.31 4"UD15
WYE CONNECTION
INV IN:1946.17 4"
INV IN:1946.17 4"
INV OUT:1946.17 4"
FWS 5
FWS 5 DRAIN
INV OUT:1946.25 4"
UD10
90° ELBOW
INV IN:1941.30 4"
INV OUT:1941.30 4"
UD9
CLEANOUT
RIM:1949.05
INV IN:1941.27 4"
INV OUT:1941.27 4"
DW1
OUTFALL TO DRY WELL
INV IN:1941.25 4"
INV OUT:1942.16 4"
DW0
CLEAN OUT
RIM:1950.17
INV IN:1941.76 4"
4" P
ER
FO
RA
TE
D
PV
C
4" PVC SDR 35
4" PVC SDR 35 4" PVC SDR 35
4" PVC SDR 35
4" PVC SDR 354" PVC SDR 354" PVC SDR 35
4" PVC SDR 35
FIN
ISH
ED
G
RA
DE
PIT
CH
: 2 .0%
N1 6°
'14
"W
101.00'-12" HDPE VERTICAL
DRAIN @
1.70%
157.00'-12" HDPE VERTICAL
DRAIN @
1.70%
157.00'-12" HDPE VERTICAL
DRAIN @
1.70%
157.00'-12" HDPE VERTICAL
DRAIN @
1.70%
157.00'-12" HDPE VERTICAL
DRAIN @
1.69%
133.00'-12" HDPE VERTICAL
DRAIN @
1.70%
95.37'-12" HDPE VERTICAL
DRAIN @
1.87%
FG: 1953.71
TL: 1951.88
FG: 1953.25
TL: 1951.42
CG152
NORTH
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
BURIAL SECTION 19 GRADING
ENLARGEMENT
BURIAL SECTION 19
1,408 DOUBLE DEPTH PPC
(WITHIN 3x8' PLOTS)
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 RPP RJP
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
(321) 345-9026 67 OF 163
FG: 1136.90
TL: 1135.15
LOC
ELEVATION LABEL
FINISHED GRADE ELEVATIONFG
TOP OF CRYPT LID ELEVATIONTL
EXISTING CONTOUR (5' INTERVAL)
EXISTING CONTOUR (1' INTERVAL)
PROPOSED CONTOUR (5' INTERVAL)
PROPOSED CONTOUR (1' INTERVAL)
1. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR
CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE
CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY
POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.
2. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND
ACCEPTED BY THE COR THAT THE LID AND CRYPT NUMBERS MATCH
3. HORIZONTAL DATUM IS REFERENCED TO THE CALIFORNIA STATE PLANES, ZONE V
(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.
GRADING NOTES:
LEGEND:
PRE-PLACED CRYPTS
INTERIOR CRYPT (TYP.)
PERIMETER CRYPT (TYP.)
CONCRETE SECTION MARKER
HEADSTONE FACE DIRECTION
GRAVESITE GRID MONUMENT
IN-GROUND CREMAIN SITES
UNDERDRAIN INVERTINV.
LIMITS OF WORK
RANCHO EL TEJON CIR.
W W
W W
W
WWWWWWWW
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W W W W W W W W W W W W W W W W W W W
E E
E E
E E E E E E E E E E E E E E E E
E E
E E
E
C C
C C
C
CCCCCCCCCCC
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
CCCCCCCCCCCCCCCCCCCCCCCC
4"
PVC SDR 35
4" PVC SDR 35
4" PVC SDR 35
4" P
VC SDR 35
4" P
VC SDR 35
4" PVC SDR 35
4" PVC SDR 35
4" PVC SDR 35
4" P
VC SDR 35
4" PVC SDR 35
4" PVC SDR 35
4" PVC SDR 35
4" P
VC SDR 35
4" PVC SDR 35
4" P
VC SDR 35
FG: 1953.95
TL: 1952.12
FG: 1954.33
TL: 1952.50
FG: 1954.36
TL: 1952.53
FG: 1954.88
TL: 1953.05
FG: 1954.91
TL: 1953.08
FG: 1955.28
TL: 1953.45
FG: 1955.31
TL: 1953.48
FG: 1955.53
TL: 1953.70
FG: 1955.83
TL: 1954.00
FG: 1955.86
TL: 1954.03
FG: 1956.13
TL: 1954.30
FG: 1956.33
TL: 1954.50
FG: 1956.53
TL: 1954.70
FG: 1956.96
TL: 1955.13
FG: 1956.98
TL: 1955.15
FG: 1957.09
TL: 1955.26
FG: 1957.43
TL: 1955.60
FG: 1957.63
TL: 1955.80
FG: 1958.17
TL: 1956.34
FG: 1958.32
TL: 1956.49
FG: 1958.51
TL: 1956.68
FG: 1957.97
TL: 1956.14
FG: 1958.83
TL: 1957.00
FG: 1958.94
TL: 1957.11
FG: 1959.28
TL: 1957.45
FG: 1959.48
TL: 1957.65
FG: 1959.68
TL: 1957.85
FG: 1960.11
TL: 1958.28
FG: 1959.84
TL: 1958.01
FG: 1959.81
TL: 1957.98
FG: 1959.43
TL: 1957.60
FG: 1959.41
TL: 1957.58
FG: 1959.03
TL: 1957.20
FG: 1959.00
TL: 1957.17
FG: 1958.62
TL: 1956.79
FG: 1958.60
TL: 1956.77
FG: 1958.22
TL: 1956.39
FG: 1958.19
TL: 1956.36
FG: 1957.81
TL: 1955.98
FG: 1957.79
TL: 1955.96
FG: 1957.52
TL: 1955.69
FG: 1956.31
TL: 1954.48
FG: 1955.97
TL: 1954.14
FG: 1958.80
TL: 1956.97
FG: 1954.34
INV.: 1952.59
FG: 1955.30
INV.: 1953.55
FG: 1955.85
INV.: 1954.10
FG: 1959.51
INV.: 1957.76
FG: 1959.10
INV.: 1957.35
FG: 1958.70
INV.: 1956.95
FG: 1957.89
INV.: 1956.14
FG: 1956.59
INV.: 1954.84
FG: 1954.63
TL: 1952.80
4" PERFORATED PVC
4" P
ERFORATED PVC
4" PERFORATED PVC
4" P
ERFORATED PVC
4" PERFORATED PVC
4" PVC SDR 35
4" PVC SDR 35
TYPE A STORM STRUCTURE (7' OPENING)
INV IN:1946.19 24"
INV IN:1946.14 24"
INV OUT:1946.09 24"
UD40
45° ELBOW
INV IN:1949.38 4"
INV OUT:1949.38 4"
UD41
WYE CONNECTION
INV OUT:1949.65 4"
INV OUT:1949.65 4"
CO42
45° ELBOW
INV IN:1949.98 4"
INV OUT:1949.98 4"
UD43
45° ELBOW
INV IN:1950.10 4"
INV OUT:1950.10 4"
UD45
WYE CONNECTION
INV IN:1950.58 4"
INV OUT:1950.58 4"
CO48
45° ELBOW
INV IN:1950.86 4"
INV OUT:1950.86 4"
UD49
45° ELBOW
INV IN:1950.97 4"
INV OUT:1950.97 4"
UD50
WYE CONNECTION
INV IN:1951.08 4"
INV IN:1952.41 4"
INV OUT:1951.09 4"
UD51
45° ELBOW
INV IN:1951.40 4"
INV OUT:1951.40 4"
UD52
WYE CONNECTION
INV IN:1952.92 4"
INV IN:1951.59 4"
INV OUT:1951.59 4"
UD53
CLEANOUT
RIM:1956.50
INV OUT:1951.64 4"
UD44
CLEANOUT
RIM:1954.99
INV IN:1950.38 4"
INV OUT:1950.38 4"UD60
CLEAN OUT
RIM:1953.44
INV IN:1945.55 4"
INV OUT:1945.55 4"
UD61
45° ELBOW
INV IN:1945.60 4"
INV OUT:1945.60 4"
UD62
45° ELBOW
INV IN:1946.42 4"
INV OUT:1946.42 4"
UD63
45° ELBOW
INV IN:1946.66 4"
INV OUT:1946.66 4"
UD64
45° ELBOW
INV IN:1947.33 4"
INV OUT:1947.33 4"
UD65
45° ELBOW
INV IN:1947.56 4"
INV OUT:1947.56 4"
UD66
CLEANOUT
RIM:1956.12
INV OUT:1947.96 4"
FWS 4
FWS 4 DRAIN
INV OUT:1950.78 4"
UD46
WYE CONNECTION
INV IN:1950.61 4"
INV OUT:1950.61 4"
DW3
OUTFALL TO DRY WELL
INV IN:1945.50 4"
INV OUT:1945.50 4"
4" P
ER
FO
RA
TE
D
PV
C
DW2
CLEAN OUT
RIM:1953.36
INV IN:1945.10 4"
FIN
ISH
ED
G
RA
DE
PIT
CH
:2.
N1
6°
'17 "W
197.00'-12" HDPE VERTICAL
DRAIN @
1.80%
196.15'-12" HDPE VERTICAL
DRAIN @
1.80%
181.00'-12" HDPE VERTICAL
DRAIN @
1.80%
162.00'-12" HDPE VERTICAL
DRAIN @
1.80%
FG: 1955.75
TL: 1953.92
FG: 1956.62
TL: 1954.79
FG: 1956.91
TL: 1955.08
FG: 1957.61
TL: 1955.78
FG: 1957.33
TL: 1955.50
FG: 1956.37
TL: 1954.54
FG: 1956.03
TL: 1954.20
FG: 1955.09
TL: 1953.26
FG: 1955.24
TL: 1953.41
FG: 1955.33
TL: 1953.50
FG: 1956.49
TL: 1954.66
FG: 1956.52
TL: 1954.69
FG: 1955.19
TL: 1953.36
FG: 1955.22
TL: 1953.39
FG: 1955.89
TL: 1954.06
FG: 1955.86
TL: 1954.03
FG: 1957.59
TL: 1955.76
FG: 1955.61
TL: 1953.78
FG: 1957.18
TL: 1955.35
FG: 1957.21
TL: 1955.38
FG: 1955.31
TL: 1953.48
FG: 1955.34
TL: 1953.51
21A
48" ADS NYLOPLAST STRUCTURE
INV IN:1946.32 24"
INV IN:1949.23 4"
INV OUT:1946.32 24"
CG153
NORTH
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
BURIAL SECTION 20 GRADING
ENLARGEMENT
BURIAL SECTION 20
1,596 DOUBLE DEPTH PPC
(WITHIN 3x8' PLOTS)
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 RPP RJP
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
RO
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CT
\S
BU
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1 N
CA
B
AK
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IE
LD
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XP
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\E
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IN
\P
LA
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\C
G1
.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
(321) 345-9026 68 OF 163
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
DISCHARGE TO GRADE
107.81'-4" PERFORATED
FOUNDATION DRAIN @ MIN. 1%
55'-4" PVC HEADER PIPE @ MIN.
1%
REFER TO SHEET CG405 FOR
DETAILED GRADING WITHIN THE
ROSTRUM AREA
FG: 1975.39
FG: 1975.34
FG: 1975.44
FG: 1975.81
FG: 1976.14
FG: 1975.82
FG: 1975.44
FG: 1974.29
FG: 1975.39
CG154
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
ROSTRUM GRADING AND
DRAINAGE ENLARGEMENT
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 RPP RJP
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
RO
JE
CT
\S
BU
\50
-0
1 N
CA
B
AK
ER
SF
IE
LD
E
XP
AN
SI
ON
\E
NG
IN
\P
LA
NS
\C
G1
.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
NORTH
SCALE: 1" = 10'
ROSTRUM GRADING AND DRAINAGE ENLARGEMENT1
4" PVC SDR 35
" H
DP
E
FWS 3
FWS DRAIN
INV OUT:1943.16 4"
FIELD CONNECTION
INV IN:1942.95 4"
4" PVC SDR 35
5A
INV IN:1939.74 4"
INV OUT:1938.44 15"
FWS 8
FWS DRAIN
INV OUT:1940.12 4"
20+00 20+00
E
E
E
E
E E
E E
E
4" PVC SDR 35
FWS 1
FWS DRAIN
INV OUT:1962.67 4"
INV IN:1961.42 15"
INV IN:1962.32 4"
INV OUT:1961.32 15"
13+0013+00
4" PVC SDR 35
4A
INV IN:1929.34 4"
INV OUT:1928.42 15"FWS 7
FWS DRAIN
INV OUT:1929.81 4"
4" PVC SDR 35
FWS 6
FWS DRAIN
INV OUT:1927.19 4"
INV IN:1924.33 15"
INV IN:1924.33 15"
INV IN:1926.87 4"
INV OUT:1924.08 18"
CG155
NORTH
GRAPHICAL SCALE: 1"=10'
10 5 0 10 20 30
FLOWER WATERING STATION
DRAIN LINE ENLARGEMENTS
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 RPP RJP
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)…
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