BNC-929CM003-BD-PLANSPart-9.pdf
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- Solicitation number
- 36C78626B0029_1
About this file
Bakersfield National Cemetery Expansion - Construction Documents
These are construction documents for the Site Signage and Furnishings Replacement project at Bakersfield National Cemetery in Kern County, California, issued July 30, 2026. The project is managed by the U.S. Department of Veterans Affairs, Office of Design and Construction Service, with Integrity Federal Services - The LA Group Joint Venture, LLC as the Architect/Engineer of Record. The documents include detailed design specifications, key photographs of existing signage conditions, schedules of work, and technical details for site improvements.
The scope includes replacement of various signage types including pylon section markers (NC-07.01), pylon street signs (NC-06.01), low profile traffic regulatory signs (NC-03.01), post and panel signs (NC-04.01), visitor information signs (NC-01.03), water spigot signage (NC-07.02), and directional/identification signs (NC-02.01). Additionally, the base bid covers site furnishings including metal benches (4-foot and 6-foot Victor Stanley models), flower vase receptacles with custom decals, trash receptacles, water spigot assemblies with ADA-compliant handles and flow control specifications (0.5-1.5 GPM), bollards with locking chain gates, and a bench replacement. The documents provide comprehensive technical specifications, material requirements, installation details, architectural finishes (powder-coated aluminum panels with reflective vinyl copy per Engineering Grade 3M Scotch Lite standards), color requirements, joint details, and quality control requirements including mandatory mock-up review. Columbarium details are included for niche cabinet assembly, precast concrete units with limestone caps, and associated stone work.
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Text version
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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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 BMD
CI138
SITE SIGNAGE AND FURNISHINGS
REPLACEMENT KEY PHOTOS 3
60 61 62 63
LEGEND
FULL SIGN
REPLACEMENT
PANEL
REPLACEMENT
ONLY
REMOVE
NC-07.01 PYLON SECTION MARKER
*SIGN PANEL REPLACEMENT (4)*
NC-07.01 PYLON SECTION MARKER
*SIGN PANEL REPLACEMENT (4)*
NC-07.01 PYLON SECTION MARKER
*SIGN PANEL REPLACEMENT (4)*
NC-07.01 PYLON SECTION MARKER
*SIGN PANEL REPLACEMENT (4)* 64 65 66NC-07.01 PYLON SECTION MARKER
*SIGN PANEL REPLACEMENT (4)*
NC-06.01 PYLON STREET SIGN
*SIGN PANEL REPLACEMENT (4)*
NC-07.01 PYLON SECTION MARKER
*SIGN PANEL REPLACEMENT (4)*
67 68 69 70NC-03.01 LOW PROFILE TRAFFIC REGULATORY SIGN
*SIGN PANEL REPLACEMENT*
NC-03.01 LOW PROFILE TRAFFIC REGULATORY SIGN
*SIGN PANEL REPLACEMENT*
NC-03.01 LOW PROFILE TRAFFIC REGULATORY SIGN
*SIGN PANEL REPLACEMENT*
NC-04.01 POST & PANEL - FOUR LINES OF TEXT
*FULL SIGN REPLACEMENT* 74 75 77NC-07.01 PYLON SECTION MARKER
*SIGN PANEL REPLACEMENT (4)*
NC-07.01 PYLON SECTION MARKER
*SIGN PANEL REPLACEMENT (4)*
NC-07.01 PYLON SECTION MARKER
*FULL SIGN REPLACEMENT*
78 79 80 81NC-01.03 VISITOR INFORMATION / REGULATION - SMALL
*FULL SIGN REPLACEMENT*
NC-07.01 PYLON SECTION MARKER
*SIGN PANEL REPLACEMENT (4)*
NC-07.01 PYLON SECTION MARKER
*SIGN PANEL REPLACEMENT (4)*
NC-07.01 PYLON SECTION MARKER
*SIGN PANEL REPLACEMENT (4)* 82 83NC-07.01 PYLON SECTION MARKER
*SIGN PANEL REPLACEMENT (4)*
NC-07.01 PYLON SECTION MARKER
*SIGN PANEL REPLACEMENT (4)* 86 NC-01.03 VISITOR INFORMATION / REGULATION - SMALL
*FULL REMOVAL*
NOTE
NUMBERED IMAGES
CORRESPOND TO
EXISTING INVENTORY
LOCATIONS SHOWN ON
SHEETS CI131-CI135.
MISSING NUMBERS
CORRESPOND TO
EXISTING SITE
SIGNAGE/FURNISHINGS
THAT ARE TO REMAIN
AS-IS.
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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J-2
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ID
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PC
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NA
L_
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PL
AN
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\20
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PL
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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 BMD
CI139
SITE SIGNAGE AND FURNISHINGS
REPLACEMENT KEY PHOTOS 4
LEGEND
FULL SIGN
REPLACEMENT
PANEL
REPLACEMENT
ONLY
REMOVE
87 88 89 90 91 92NC-07.01 PYLON SECTION MARKER
*SIGN PANEL REPLACEMENT (4)*
NC-07.01 PYLON SECTION MARKER
*FULL SIGN REPLACEMENT*
NC-07.01 PYLON SECTION MARKER
*SIGN PANEL REPLACEMENT (4)*
NC-07.01 PYLON SECTION MARKER
*SIGN PANEL REPLACEMENT (4)*
NC-07.01 PYLON SECTION MARKER
*SIGN PANEL REPLACEMENT (4)*
NC-07.01 PYLON SECTION MARKER
*SIGN PANEL REPLACEMENT (4)* 93 NC-07.01 PYLON SECTION MARKER
*SIGN PANEL REPLACEMENT (4)*
95 96 98 100 101 102NC-01.03 VISITOR INFORMATION / REGULATION - SMALL
*FULL SIGN REPLACEMENT*
NC-07.02 WATER SPIGOT SIGN
*SIGN PANEL REPLACEMENT (3)*
NC-01.03 VISITOR INFORMATION / REGULATION - SMALL
*SIGN PANEL REPLACEMENT*
NC-07.02 WATER SPIGOT SIGN
*SIGN PANEL REPLACEMENT (3)*
NC-07.01 PYLON SECTION MARKER
*SIGN PANEL REPLACEMENT (4)*
NC-07.01 PYLON SECTION MARKER
*SIGN PANEL REPLACEMENT (4)* 104 NC-06.01 PYLON STREET SIGN
*SIGN PANEL REPLACEMENT (4)*
105 NC-06.01 PYLON STREET SIGN
*SIGN PANEL REPLACEMENT (4)* 106 107 119 121 122NC-03.01 LOW PROFILE TRAFFIC REGULATORY SIGN
*SIGN PANEL REPLACEMENT*
NC-03.01 LOW PROFILE TRAFFIC REGULATORY SIGN
*SIGN PANEL REPLACEMENT*
NC-03.01 LOW PROFILE TRAFFIC REGULATORY SIGN
*SIGN PANEL REPLACEMENT*
NC-04.01 POST & PANEL - ONE LINE OF TEXT
*FULL SIGN REPLACEMENT* HONOR WALL (REPAINT LITHICHROME LETTERING) 128 NC-07.02 WATER SPIGOT SIGN
*SIGN PANEL REPLACEMENT (3)*
NOTE
NUMBERED IMAGES
CORRESPOND TO
EXISTING INVENTORY
LOCATIONS SHOWN ON
SHEETS CI131-CI135.
MISSING NUMBERS
CORRESPOND TO
EXISTING SITE
SIGNAGE/FURNISHINGS
THAT ARE TO REMAIN
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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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 BMD
CI140
SITE SIGNAGE AND FURNISHINGS
REPLACEMENT KEY PHOTOS 5
LEGEND
FULL SIGN
REPLACEMENT
PANEL
REPLACEMENT
ONLY
REMOVE
132 NC-03.01 LOW PROFILE TRAFFIC REGULATORY SIGN
*SIGN PANEL REPLACEMENT* 148 149 151 152 153 1554 FOOT VICTOR STANLEY BENCH
*SALVAGE AND REPLACE WITH NEW*
4 FOOT VICTOR STANLEY BENCH
*SALVAGE AND REPLACE WITH NEW*
NC-03.01 LOW PROFILE TRAFFIC REGULATORY SIGN
*SIGN PANEL REPLACEMENT*
NC-06.01 PYLON STREET SIGN
*SIGN PANEL REPLACEMENT (4)*
NC-03.01 LOW PROFILE TRAFFIC REGULATORY SIGN
*SIGN PANEL REPLACEMENT*
NC-03.01 LOW PROFILE TRAFFIC REGULATORY SIGN
*SIGN PANEL REPLACEMENT*
156 NC-03.01 LOW PROFILE TRAFFIC REGULATORY SIGN
*SIGN PANEL REPLACEMENT* 157 NC-07.02 WATER SPIGOT SIGN
*SIGN PANEL REPLACEMENT (3)* 169 170 171 172NC-01.03 VISITOR INFORMATION / REGULATION - SMALL
*FULL SIGN REPLACEMENT*
NC-01.03 VISITOR INFORMATION / REGULATION - SMALL
*FULL SIGN REPLACEMENT*
NC-01.03 VISITOR INFORMATION / REGULATION - SMALL
*FULL SIGN REPLACEMENT*
NC-01.03 VISITOR INFORMATION / REGULATION - SMALL
*FULL SIGN REPLACEMENT*
NOTE
NUMBERED IMAGES
CORRESPOND TO
EXISTING INVENTORY
LOCATIONS SHOWN ON
SHEETS CI131-CI135.
MISSING NUMBERS
CORRESPOND TO
EXISTING SITE
SIGNAGE/FURNISHINGS
THAT ARE TO REMAIN
VISITOR INFORMATION / REGULATION SIGN - SMALL (NC-01.03)
SIGN KEY:
SIGN
DESIGNATION
NC-01.03
NC-01.03
NC-01.03
NC-01.03
SIGNAGE COPY
NO FIREARMS
'DO NOT BLOCK
ENTRANCE'
VENOMOUS
SNAKES
WARNING
VENOMOUS
SNAKES
WARNING
LOCATION
NO: 2279881.7225
EA: 6362691.1015
NO: 2280116.4355
EA: 6362067.7337
NO: 2280247.8176
EA: 6362214.8034
NO: 2280283.0168
EA: 6362250.6955
KEYED NOTES
E, 2
E, 1
SW, 1
NE, 1
COMMENTS
FULL
REPLACEMENT
FULL
REPLACEMENT
FULL
REPLACEMENT
FULL
REPLACEMENT
LOW PROFILE TRAFFIC REGULATORY SIGN (NC-03.01)
SIGN KEY:
SIGN
DESIGNATION
NC-03.01
NC-03.01
NC-03.01
NC-03.01
NC-03.01
NC-03.01
NC-03.01
NC-03.01
NC-03.01
NC-03.01
NC-03.01
NC-03.01
NC-03.01
NC-03.01
NC-03.01
NC-03.01
NC-03.01
SIGNAGE COPY
SPEED LIMIT 15
KEEP RIGHT
KEEP RIGHT
KEEP RIGHT
AUTHORIZED
VEHICLES ONLY
KEEP RIGHT
STOP
DO NOT ENTER
AUTHORIZED
VEHICLES ONLY
DO NOT ENTER
STOP
STOP
STOP
DO NOT ENTER
STOP
SPEED LIMIT 15
SPEED LIMIT 15
LOCATION
NO: 2279899.0750
EA: 6362662.0173
NO: 2279930.7335
EA: 6362426.7751
NO: 2280015.4456
EA: 6362171.1298
NO: 2280020.7370
EA: 6362111.4218
NO: 2279790.0782
EA: 6361715.8782
NO: 2279987.6721
EA: 6361778.3409
NO: 2280024.2976
EA: 6361776.7779
NO: 2280024.2976
EA: 6361776.7779
NO: 2280423.6082
EA: 6361657.7505
NO: 2280178.9909
EA: 6361675.0683
NO: 2280195.3177
EA: 6361659.2257
NO: 2280152.2965
EA: 6361693.6765
NO: 2280448.6474
EA: 6361210.0799
NO: 2279306.7690
EA: 6361110.5628
NO: 2279308.5452
EA: 6361126.1991
NO: 2279590.2352
EA: 6361459.0397
NO: 2279617.8051
EA: 6361436.8187
KEYED NOTES
E, 2
E, 1
W, 1
E, 1
NW, 2
W, 1
E, 2
W, 2
S, 2
W, 2
E, 2
E, 2
NE, 2
N, 2
S, 2
W, 2
E, 2
COMMENTS
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
TALL TRAFFIC REGULATORY SIGN (NC-03.09)
SIGN KEY:
SIGN
DESIGNATION
NC-03.09
NC-03.09
NC-03.09
SIGNAGE COPY
STOP
ACCESSIBLE
PARKING
ACCESSIBLE
PARKING
LOCATION
NO: 2279755.9874
EA: 6362736.5345
NO: 2280054.0548
EA: 6362014.6308
NO: 2280041.4881
EA: 6361891.4407
KEYED NOTES
NW, 2
S, 1
S, 1
COMMENTS
FULL
REPLACEMENT
REFLECTIVE
TAPE
REPLACEMENT
REFLECTIVE
TAPE
REPLACEMENT
FLOWER WATERING STATION 'DO NOT DRINK' SIGN - 3 PANELS
(NC-07.02)
SIGN KEY:
SIGN
DESIGNATION
NC-07.02
NC-07.02
NC-07.02
NC-07.02
NC-07.02
NC-07.02
NC-07.02
NC-07.02
NC-07.02
NC-07.02
NC-07.02
SIGNAGE COPY
DO NOT DRINK
DO NOT DRINK
DO NOT DRINK
DO NOT DRINK
DO NOT DRINK
DO NOT DRINK
DO NOT DRINK
DO NOT DRINK
DO NOT DRINK
DO NOT DRINK
DO NOT DRINK
LOCATION
NO: 2279879.6635
EA: 6362455.1170
NO: 2279997.0502
EA: 6362317.2321
NO: 2279917.6817
EA: 6362320.8820
NO: 2279965.2931
EA: 6362196.7105
NO: 2280114.6946
EA: 6362088.4007
NO: 2279957.7329
EA: 6361902.8814
NO: 2279832.2180
EA: 6361749.9968
NO: 2280405.9539
EA: 6361964.4359
NO: 2280325.5761
EA: 6361576.8992
NO: 2280197.2982
EA: 6361546.1223
NO: 2279718.3270
EA: 6361572.3949
COMMENTS
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
SECTION MARKERS - 4 PANELS (NC-07.01)
SIGN KEY:
SIGN
DESIGNATION
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
NC-07.01
SIGNAGE COPY
10A
LOCATION
NO: 2279991.8056
EA: 6362320.4619
NO: 2279941.4959
EA: 6361800.6586
NO: 2279808.2802
EA: 6361741.5953
NO: 2279759.6808
EA: 6361844.1360
NO: 2279751.4240
EA: 6361869.5268
NO: 2279693.4208
EA: 6361957.2021
NO: 2279698.6413
EA: 6362035.2534
NO: 2279633.0011
EA: 6362131.7224
NO: 2279633.0645
EA: 6362161.9933
NO: 2279584.7737
EA: 6362250.9314
NO: 2279734.7676
EA: 6362411.7120
NO: 2279864.8562
EA: 6362410.4782
NO: 2279869.3257
EA: 6362384.8951
NO: 2279887.9587
EA: 6362290.1530
NO: 2279903.8413
EA: 6362188.2732
NO: 2279967.5629
EA: 6362101.0034
NO: 2279941.5527
EA: 6362021.6117
NO: 2280162.5977
EA: 6362101.8773
NO: 2280133.1445
EA: 6362118.8643
NO: 2280018.2963
EA: 6362330.0883
NO: 2280083.8614
EA: 6362408.6737
NO: 2280248.8466
EA: 6362245.3149
NO: 2280272.0195
EA: 6362227.6028
NO: 2280371.6941
EA: 6362134.4441
NO: 2280262.3375
EA: 6362030.5398
NO: 2280385.3938
EA: 6362149.5408
NO: 2280420.7060
EA: 6362283.3456
NO: 2280394.9716
EA: 6362362.3506
NO: 2280365.2252
EA: 6362372.9067
NO: 2280265.9899
EA: 6362512.7690
NO: 2280101.2352
EA: 6362422.0078
NO: 2280297.9119
EA: 6362290.8651
NO: 2280287.6215
EA: 6362243.3577
NO: 2280399.6001
EA: 6361940.3835
COMMENTS
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
FULL
REPLACEMENT
PANEL
REPLACEMENT
ONLY
FULL
REPLACEMENT
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
FULL
REPLACEMENT
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
FULL
REPLACEMENT
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PYLON STREET SIGN - 4 PANELS (NC-06.01)
SIGN KEY:
SIGN
DESIGNATION
NC-06.01
NC-06.01
NC-06.01
NC-06.01
NC-06.01
NC-06.01
SIGNAGE COPY
WHITE WOLF
DR (SW/NE) / E
BEAR MTN BLVD
(NW/SE)
WHITE WOLF
DR (NW/SE) /
WILDFLOWER
WAY (SW/NE)
WHITE WOLF
DR (N/S) /
RANCHO EL
TEJON CR (E/W)
TEHACHAPI
WAY (NW/SE) /
RANCHO EL
TEJON CR
(NE/SW)
WILDFLOWER
WAY (NW/SE) /
RANCHO EL
TEJON CR
(SW/NE)
SERVICE DR
(E/W) / RANCHO
EL TEJON CR
(N/S)
LOCATION
NO: 2279823.7760
EA: 6362776.0055
NO: 2280064.9828
EA: 6362117.6214
NO: 2279950.4774
EA: 6361771.8099
NO: 2280291.8306
EA: 6361500.7197
NO: 2280192.9316
EA: 6361646.4069
NO: 2279306.4152
EA: 6361107.1298
COMMENTS
FULL
REPLACEMENT
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
PANEL
REPLACEMENT
ONLY
POST AND PANEL SIGNS
SIGN KEY:
SIGN
DESIGNATION
NC-04.01
NC-04.04
NC-04.01
SIGNAGE COPY
EXIT (RIGHT ARROW)
COMMITTAL SHELTER 1;
COMMITTAL SHELTER 2;
ASSEMBLY AREA;
MEMORIAL WALL
EXIT (LEFT ARROW)
LOCATION
NO: 2279910.2973
EA: 6361750.7920
NO: 2280028.5133
EA: 6361776.0873
NO: 2280015.1876
EA: 6361719.0755
KEYED NOTES
S, 2
E, 2
N, 2
COMMENTS
FULL
REPLACEMENT
FULL
REPLACEMENT
FULL
REPLACEMENT
SIGNS TO BE REMOVED
SIGN KEY:
SIGN
DESIGNATION
NC-01.03
NC-03.01
NC-01.03
NC-01.03
NC-01.03
NC-01.03
NC-01.03
NC-01.03
NC-01.03
SIGNAGE COPY
NO ANIMALS
CEMETERY VEHICLES
ONLY
WILDLIFE NOTICE
'DO NOT BLOCK
ENTRANCE'
'DO NOT BLOCK
ENTRANCE'
'DO NOT BLOCK
ENTRANCE'
'DO NOT BLOCK
ENTRANCE'
NO DOGS SYMBOL
'CEMETERY VEHICLES
ONLY'
LOCATION
NO: 2279931.8965
EA: 6362590.2934
NO: 2279956.7433
EA: 6362492.0359
NO: 2279960.8283
EA: 6362444.2644
NO: 2279923.4817
EA: 6362309.0477
NO: 2279959.5241
EA: 6362227.4292
NO: 2279970.5178
EA: 6362201.6708
NO: 2279888.0389
EA: 6361750.2909
NO: 2279790.0782
EA: 6361715.8782
NO: 2280376.4171
EA: 6362100.8862
CEMETERY DIRECTORY SIGN (NC-02.01)
SIGN KEY:
SIGN
DESIGNATION
NC-02.01
SIGNAGE COPY
CEMETERY
DIRECTORY
LOCATION
NO: 2280058.1699
EA: 6361954.9598
KEYED NOTES
S, 1, 2
COMMENTS
SIGN PANEL
REPLACEMENT
ONLY
BENCH REPLACEMENT
KEY #
NORTHING
2279749.5277
2279796.9915
EASTING
6360541.3835
6360526.1574
LITHICHROME REPAINTING (BID OPTION3)
SIGN NAME
CEMETERY ID
HONOR WALL
NORTHING
2279819.4407
2279979.7013
EASTING
6362723.5124
6361706.6991
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 BMD
CI141
SITE SIGNAGE AND FURNISHINGS
REPLACEMENT SCHEDULES (BASE BID)
SIGNAGE KEYED NOTES:
N,S,E,W: PRIMARY DIRECTION OF SIGN FACE
1. SIGN FACE TO BE PARALLEL TO ROAD CENTER
LINE
2. SIGN FACE TO BE PERPENDICULAR TO ROAD
CENTER LINE
3. SIGN IS SINGLE-SIDED
4. SIGN IS DOUBLE-SIDED
NOTE: LOCATIONS ARE APPROXIMATE AND ARE TO BE FLAGGED IN THE FIELD FOR
RE/COR REVIEW, ADJUSTMENT AND APPROVAL PRIOR TO INSTALLATION.
REINF. CONC. PAD
4"
TYP.
TOPSOIL/LAWN 1"
2'-6" DIA.
SUMP PIT
1'- 0"
2'- 4"
1'- 4"
2'
5"
CL
CL
(2) 1 1/2" SCH40 PVC PIPE ELBOW CAST INTO
ARCHITECTURAL PRE-CAST CONC. POST
4,000 PSI CONC. FOOTING, 18" Ø, TYP.
3/8" PEX TUBING, TYP.; 1% SLOPE TO CURB
STOP VALVE WITH DRAIN
ARCHITECTURAL PRE-CAST CONC. POST
(7-1/2" SQ.) W/ 1" CHAMFER AT ALL EXPOSED
CORNERS AND 3/8" RECESSED AREA ALL
SIDES; FINISH AND COLOR AS SPECIFIED
CI502
1 1/2" SCH40 PVC PIPE ELBOW CAST INTO
ARCHITECTURAL PRE-CAST CONC. POST
3'- 0"
M
IN
6" TY
P.
(1) 1 1/2" SCH40 PVC PIPE CAST INTO
ARCHITECTURAL PRE-CAST CONC. POST
COMPACTED SUBGRADE
ADA COMPLIANT WATER SPIGOT (SEE SPECS)
SECTION B - B'
PVC SLEEVE
AND PEX
TUBING
PLAN
CONTINUOUS 2-1/2"
STEEL BAND AROUND
RECEPTACLES, W/
"TRASH" OR "FLOWER
VASES" DECALS
APPLIED (CLEAR
DECAL W/ WHITE
LETTERING, REPEAT
TEXT 4 TIMES AROUND
RECEPT.); TYPEFACE
FOR DECALS TO BE
HELVETICA, UPPER &
LOWER CASE; 2-1/4"
HT. LETTERS
2'-
1/ 8"
1'- 93 4"
BOTTOM VIEW
LID PLAN VIEW
FLOWER VASE RECEPTACLE
PERSPECTIVE
SEE SPECIFICATIONS FOR TRASH AND
FLOWER VASE RECEPTACLES
SPECIAL HINGED LID W/
FLORAL REGULATIONS
DECAL ATTACHED - SEE
LID PLAN VIEW
FLORAL REG.
DECAL
HANDLE
HANDLE
3/4" SQUARE HOLE
FOR ANCHOR BOLT
SEE
SPECIFICATIONS
1'- 7"
CI501
PROVIDE CUSTOM FIT LINER
BASE SUPPORTS ARE MADE
3/4" ANCHOR BOLT HOLE
3/8 DIA. x 6" S.S. THREADED SHAFT; SECURE BANDS ARE ROLLED
OF 3/8" X 3" SOLID STEEL BARS
FROM 1/4" X 2" SOLID STEEL BARS
FULLY WELDED JOINTS THROUGHOUT
S.S. ANCHOR BOLT;
FINISHED GRADE
CONCRETE SLAB
MOUNTING/BASE DETAIL
WITH S.S. FLAT WASHER AND S.S. ELASTIC
TRASH RECEPTACLE
PERSPECTIVE
DOMED TOP LID
W/ SELF-CLOSING
DOOR
STOP NUT.
WWF 6x6, W2.9 x W2.9, TYP.
TrashFlower Vases
2'- 0"
2'- 7"
M
IN
B'
1'-6"
1'- 0"
2'-6" DIA.
SUMP PIT
B
2'- 4"
1'- 4"
"DO NOT DRINK"
SIGN; (3) SIDES
CI503
ARCHITECTURAL PRE-CAST CONC. POST (7-1/2" SQ.) W/ 1"
CHAMFER AT ALL EXPOSED CORNERS AND 3/8" RECESSED
AREA ALL SIDES; FINISH AND COLOR AS SPECIFIED
2' 5"
CL
FRONT ELEVATION A
5" 5"
4"
TYP.
FINISH
GRADE
WATER SPIGOT, SEE
SPECIFICATIONS
TRASH
RECEPTACLE
FLOWER VASE
CONTAINER
STORAGE
RECEPTACLE
CI502
CI502
CL
4,000 PSI CONC. FOOTING, 18" Ø, SLOPE
TOP OF FOOTING TO DRAIN, TYP.
ANCHOR RECEPTACLES W/ STAINLESS
STEEL EXPANSION SHIELDS & BOLTS PER
MANUFACTURER'S SPECIFICATIONS
CONTROL
JOINT, TYP.
VALVE BOX WITH PRESSURE
REDUCER, SEE IRRIGATION
DETAILS; VALVE BOX
LOCATED TOWARDS
ADJACENT BURIAL AREA, TYP.
FLOWER VASE
CONTAINER
STORAGE
RECEPTACLE
4" THICK REINFORCED
3,000 P.S.I. CONC. PAD
W/ 1/4" RADIUS @ EDGE,
TYP; MED. BROOM
FINISH; RUB OUT ALL
SURFACE TOOL MARKS
8'-0"
UNLESS SHOWN OTHERWISE
1'-6"
TYP.
2'-6"
TYP.
4'- 0"
1'- 6"
TY
P.
TRASH
RECEPTACLE
#5 BARS, TYP.
LID WITH FLORAL
REGULATIONS
R1'
ARCHITECTURAL PRECAST CONC. POST
W/ EXTERIOR WATER SPIGOT ASSEMBLY;
SPIGOT LOCATED TO FACE ADJACENT
ROADWAY, TYP.
LOCATION OF FLOWER
WATERING STATION POINT;
SEE SHEET CI107
TRASH RECEPTACLE,
TYP.; COLOR TO MATCH
EXISTING
RECEPTACLES ON SITE
(VS BLACK)
C.L. GRAVEL
SPLASH PAD
A
DECORATIVE DRAINAGE STONE; 3/8" - 3/4"
WASHED AGGREGATE STONE TO MATCH
EXISTING COLUMBARIUM, TYP.
DECORATIVE DRAINAGE STONE; 3/8" - 3/4"
WASHED AGGREGATE STONE, 4" DEPTH,
TO MATCH DECORATIVE PEA GRAVEL AT
FLOWER VASE STRIP, TYP.
DECORATIVE DRAINAGE STONE; 3/8" - 3/4"
WASHED AGGREGATE STONE, 4" DEPTH,
TO MATCH EXISTING COLUMBARIUM, TYP.
SUMP PIT WRAPPED WITH NON-WOVEN
GEOTEXTILE FABRIC ON SIDES AND
BOTTOM; DRAINAGE STONE COMPACTED
6" HDPE PIPE W/ OPEN END COVERED WITH
FILTER FABRIC CRIMPED AROUND END OR
PIPE SEE CIVIL DRAWINGS FOR
CONNECTION TO OVERALL DRAINAGE
SYSTEM
6" HDPE PIPE W/ OPEN END COVERED WITH
FILTER FABRIC CRIMPED AROUND END OR
PIPE SEE CIVIL DRAWINGS FOR
CONNECTION TO OVERALL DRAINAGE
SYSTEM
SUMP PIT WRAPPED WITH NON-WOVEN
GEOTEXTILE FABRIC ON SIDES AND
BOTTOM; DRAINAGE STONE COMPACTED
2'-2"
2' -71 4"
2'-03 8"
1'- 5"
SE
AT
H
EI
G
HT
2'-2"
2' -71 4"
2'-03 8"
1'- 5"
SE
AT
H
EI
G
HT
6'-0" OR 4'-0" NOMINAL; SEE PLANS
SEE ANCHOR
ENLARGEMENT
FRONT WELDS
ARE POLISHED
UNTIL THEY
DISAPPEAR,
FORMING A
CONTINUOUS
SURFACE
BENCH FOOT
CONCRETE
8" X 3 34" LONG S.S.
EXP. BOLT W/ S.S.
ACORN TOP NUT
AND S.S. WASHER
ENLARGED VIEW
(6'-0' BENCH ONLY-
4'-0' NOT ANCHORED)
BASIS OF DESIGN VICTOR STANLEY
STEELSITES SERIES RB-28
CLEAR DECALS W/ WHITE
LETTERING (SUBMIT COLOR
SAMPLES); MATTE FINISH;
LETTERING TO BE OPTIMA
BOLD, UPPER & LOWER CASE,
TITLE TO BE 1" HT., ALL OTHER
TEXT TO BE 1/4" HT.
FLOWER VASE
RECEPTACLE LID
NOTE:SUBMIT SHOP DRAWINGS
FOR TEXT APPROVAL BY THE
RE/COR & CEMETERY DIRECTOR
PRIOR TO FABRICATION
4" 71 2"
4"
1'-212"
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
FLOWER WATERING STATION1 METAL BENCH3
JDS JEM
CI501
SITE FURNISHING DETAILS 1
(BASE BID)
FLOWER VASE RECEPTACLE DECALS2
WATER SPIGOT ASSEMBLY
ENLARGED PLAN
71 2"
SELF CLOSING WATER SPIGOT W/ ADA
COMPLIANT HANDLE; SMOOTH BRASS
FINISH; SEE SPECIFICATIONS
1/4"-20 SS TAMPER PROOF PAN
HEAD SCREW, TYP.
3/8" PEX TO 1/2" FNPT
PUSH-TO-CONNECT FEMALE
ADAPTER (LEAD-FREE); INSTALL
WITH TEFLON TAPE ON SPIGOT
ARCHITECTURAL
PRE-CAST POST
1 12" SCH40 PVC PIPE CAST
INTO ARCHITECTURAL
PRE-CAST POST; CAST
FLUSH WITH FACE OF POST
1 12" SCH40 PVC DWV 90 DEGREE
ELBOW CAST INTO
ARCHITECTURAL PRE-CAST
CONC. POST
3" X 4 3/4" X 1/4" THICK BRASS
FACE PLATE WITH SMOOTH
EASED EDGES; FINISH TO
MATCH WATER SPIGOT
2"
3/8" PEX TUBING
NOTE:
1. PRIME AND CEMENT ALL PVC CONNECTIONS
PRIOR TO CASTING IN ARCHITECTURAL
PRE-CAST POST
2. ENSURE FAUCET AND PIPING ARE SECURE
WITH NO VERTICAL OR HORIZONTAL
MOVEMENT OF THE SPIGOT WITHIN THE POST
ONCE INSTALLED.
3. ALL COMPONENTS SHALL BE ABLE TO BE
ASSEMBLED WITH HAND TOOLS.
1" M
IN
2"
WATER SPIGOT ASSEMBLY
ENLARGED SECTION
1/4"Ø X 1-3/4" SS TAMPER PROOF PAN HEAD
SCREW & S.S. PRECAST CONCRETE INSERT
ARCHITECTURAL
PRE-CAST POST 1 12" SCH40 PVC PIPE CAST INTO
ARCHITECTURAL PRE-CAST POST;
CAST FLUSH WITH FACE OF POST
3" X 4 3/4" X 1/4" THICK BRASS FACE
PLATE; FINISH TO MATCH WATER
SPIGOT33
4" 33 4"
2"
TYP.
2"
TYP.
3 8"
TY
P.
1" TY
P.
1"
TYP.
4" 21
4"
1/4"Ø X 1-1/2" SS TAMPER PROOF PAN
HEAD SCREW & S.S. PRECAST CONCRETE
INSERT, COLOR OF SCREW HEADS TO
MATCH PANEL, TYP.
4"
1" TY
P.
1"
TYP.
5" SELF CLOSING WATER SPIGOT W/ ADA
COMPLIANT HANDLE AND 1/2" NPT
INLET; SMOOTH BRASS FINISH; SEE
SPECIFICATIONS
7/8" I.D. EXTERNAL TOOTHED LOCK
WASHER; BRASS OR STAINLESS STEEL
7/8" I.D. BRASS WASHERS AS NEEDED TO
TIGHTLY SECURE BRASS FACEPLATE TO
THE SPIGOT TO PREVENT IT FROM
TURNING INDEPENDENTLY
3/8" PEX TO 1/2" FNPT PUSH-TO-CONNECT
FEMALE ADAPTER (LEAD-FREE); INSTALL
WITH TEFLON TAPE ON SPIGOT
1 12" SCH40 PVC DWV 90 DEGREE ELBOW
CAST INTO ARCHITECTURAL PRE-CAST
CONC. POST
3/8" PEX TUBING
1 12" SCH40 PVC PIPE CAST INTO
ARCHITECTURAL PRE-CAST POST;
CAST FLUSH WITH FACE OF POST
3/8" RECESS CAST INTO POST
7/8" I.D. EXTERNAL TOOTHED LOCK
WASHER; BRASS OR STAINLESS STEEL
7/8" I.D. BRASS WASHERS AS
NEEDED TO TIGHTLY SECURE
BRASS FACEPLATE TO THE
SPIGOT TO PREVENT IT FROM
TURNING INDEPENDENTLY
1 12" SCH40 PVC PIPE RUN INTO
VALVE BOX
NOTE:
SPIGOT, WHEN FULLY OPENED SHALL DELIVER A FLOW OF BETWEEN 0.5 GPM AND 1.5 GPM. THIS PERFORMANCE CRITERIA SHALL SUPERSEDE ALL OTHER REQUIREMENTS AND CONTRACTOR SHALL PROVIDE AND/OR MODIFY THE EQUIPMENT INDICATED OR DESCRIBED AS REQUIRED TO ACHIEVE THIS PERFORMANCE DURING THE FINAL ACCEPTANCE TESTING, AT NO ADDITIONAL COST TO THE OWNER. COMPLETE DETAILS OF THE CONTRACTOR'S MEANS AND METHODS FOR ACHIEVING THIS RESULT SHALL BE PROVIDED AS PART OF THE REQUIRED SUBMITTAL MATERIALS FOR THIS WORK.
CI502
CI502
CI502
CI502
3"
4"
CL CL CL
CL
R
R 316 "R
BRASS PLATE; 1/8"
BEVEL ALL SIDES, TYP.
11 2" SCREW
OPENING SPIGOT
OPENING
SCREW
OPENING
4"
3"
NOTES:
1. REMOVE SHARP EDGES.
2. PLASTIC / WHITE NEOPRENE
WASHERS / GASKETS BETWEEN
DISSIMILAR METALS.
3. CLEAR COAT APPLIED TO
BRASS FACE PLATE AND HAWS
SPIGOT.
A
SECTION A
4"
8" 1
8" 8" 5
8" 1"1"
2"
3/ 8"
R
EC
ES
S, T
YP
AL
L
SI
DE
S
71 2"
(4) #3 EQUALLY
SPACED REBAR; 3/4"
MIN. CLEARANCE
FROM ALL EDGES
AND INTERAL
CASTINGS
ARCHITECTURAL
PRE-CAST POST;
LIGHT SANDBLAST
FINISH
NOTE:
1. SEE FLOWER WATERING STATION DETAILS
FOR OVERALL POST HEIGHT, 3/8" RECESS
HEIGHT AND LOCATION ON OVERALL POST
2. SEE FLOWER WATERING STATION DETAILS
FOR CAST-IN-PLACE PVC CONDUIT SIZES
AND LOCATION TO ACCEPT WATER SPIGOT
PLUMBING CONNECTIONS
3. PRIME AND CEMENT ALL PVC
CONNECTIONS PRIOR TO CASTING IN POST
2"
16"
3/8" RECESS
(BELOW);
ALL SIDES; SEE
ELEVATIONS
ARCHITECTURAL
PRE-CAST POST; LIGHT
SANDBLAST FINISH
2"
1"
2" 6' LONG, MIN.
ARCHITECTURAL
PRE-CAST POST WITH
1" CHAMFER ON ALL
SIDES & TOP; LIGHT
SANDBLAST FINISH
SECTION
PLAN VIEW
TOP ELEVATION
PVC CONDUIT
CAST-IN-PLACE TO
ACCEPT PLUMBING
CONNECTIONS
CL
OF PIPE
4" 33
4"
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
FLOWER WATERING STATION SPIGOT1
JDS JEM
CI502
SITE FURNISHING DETAILS 2
(BASE BID)
CUSTOM BRASS FACE PLATE2
FLOWER WATERING STATION POST3
5/16"Ø HOLES TO
RECEIVE 1/4"Ø X 1-1/2" SS
TAMPER-PROOF
SCREWS WITH
EXPANSION SHIELD;
COLOR OF SCREWS TO
MATCH PANEL, TYP.
4"
1'- 33 4"
1 2"
R1 78 "
1/8" THICK ALUMINUM
SIGN PANEL; (COLOR
MP07458 - CAST
BRONZE)
WHITE
RED
REFLECTIVE
WHITE EQUAL TO
ENGINEER GRADE
3M SCOTCHLITE
EPOXY APPLICATION
(BACK OF POST
ONLY)
11 4" 3"
3 4" 3 4"
BACKGROUND
COLOR MP07458 -
CAST BRONZE
1 2"
NOTE:
SIGNAGE COLORS TO BE PER NCA SIGNAGE
STANDARDS AS SHOWN IN THE VA SIGNAGE
DESIGN MANUAL (PG-18-10), LATEST REVISION.
SIGN PANEL ON BACK OF POST
TO BE MOUNTED WITH EPOXY.
APPLY EPOXY MINIMALLY IN (2)
LOCATIONS IN AMOUNT
ADEQUATE FOR PERMANENT
ADHESION. SEE DETAIL 2/CI543
2"
3/ 8"
R
EC
ES
S, T
YP
AL
L
SI
DE
S
71 2"
1/8"
TYP.
ALUMINUM SIGN
PANEL (ALL SIDES)
1/4"Ø X 1-1/2" BRASS
TAMPER PROOF PAN HEAD
SCREW & BRASS PRECAST
CONCRETE INSERT,
COLOR OF SCREW HEADS
TO MATCH PANEL, TYP.
ARCHITECTURAL
PRE-CAST
CONCRETE POST
SECTION
WATER SPIGOT ABOVE
CAST-IN-PLACE PVC
CONDUIT TO ACCEPT
PLUMBING CONNECTIONS
4"
33 4"
TY
P.
CI502
PLACE & COMPACT BACKFILL
PER SPECIFICATIONS.
4,000 PSI MIN. CONCRETE COLLAR (0.35 X/C RATIO &
630 LBS. CEMENT/C.Y.); FORM WITH APPROVED
CONCRETE FORMING TUBE. PIPE BOLLARD SHALL BE
CENTERED INSIDE CONCRETE COLLAR.
3'- 0"
, T
YP
3'-
6" , T
YP
1" S.S. EYE. PROVIDE
KEYED PADLOCK.
1'-6" DIA.
TYP.
3/8 GRADE 304 S.S. CHAIN, INSIDE
LENGTH 1.38" SECURED TO
BOLLARDS/EYES W/(2)
IDENTICALLY KEYED PADLOCKS.
NOTE:
COLOR TO MATCH SIGNAGE PANEL
BACKGROUND COLOR, TYP.
PROPOSED FINISH GRADE
WASH CONCRETE TO DRAIN; PROVIDE SMOOTH
UNIFORM SLOPED FINISH @ 2 INCH./FT. MIN., TYP.
6" M
IN
6" Ø GALV. SCHEDULE 40 ASTM A501 STEEL PIPE
BOLLARD. FILL INSIDE OF BOLLARD WITH 4,000 PSI MIN.
CONCRETE (MAX. 0.35 W/C RATIO & MIN. 630 LBS.
CEMENT/C.Y.). POWDER COATED FINISH, SEE NOTE
GALVINIZED BOLLARD CAP,
POWDER COATED FINISH,
SEE NOTE
VARIES
SEE PLANS
2" SNAP REFLECTOR, STAR WHITE,
MANUFACTURED BY MR. CHAIN; SPACED 4'-0" O.C.
DRAINAGE AGGREGATE
3'-0", TYP.
6" DIA. BOLLARD
CONCRETE
COLLAR
EDGE OF CURB, OR
GRAVEL PAVEMENT
PLAN
SECTION
S.S. CHAIN
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
CI503
SITE FURNISHING DETAILS 3
(BASE BID)
'DO NOT DRINK' SIGN PANEL1 SIGN PANEL MOUNTING DETAIL2 BOLLARD WITH LOCKING CHAIN GATE3
3'-0" FROM
BACK OF CURB
(UNLESS OTHERWISE NOTED)
1'- 6"
2"
ELEVATION
REFERENCE POINT, SEE SIGNANGE SCHEDULE FOR
COORDINATES
1'-6" 9" 9"
NOTE: IF INFORMATION PROVIDED FOR SIGN PLACEMENT
CREATES CONFLICT, THEN THE CRITICAL DIMENSION FOR SIGN
PLACEMENT IN THE FIELD IS FROM BACK OF CURB TO FACE OF
POST.
FINISH GRADE
POST FOOTING,
TYP.
1"
CONCRETE SIGN POST,
TYP. RECESS OCCURS
ALL FOUR SIDES.
ALUMINUM SIGN CABINET ASSEMBLY W/ 1/8"
THICK PANELS (SIDES, TOP & BOTTOM);
POWDER COATED FINISH, COLOR TO MATCH
DARK BROWN ANODIZED; PROVIDE SHOP
DRAWINGS
ARCH. PRE-CAST
CONCRETE COLLAR
CI511
CI512
CI511
1'- 9"
3'- 6"
SIGN CABINET ATTACHMENT 3
CI512
COPY & GRAPHICS AS SHOWN ON DETAILS &
SIGN SCHEDULE OR SPECIFIED ON SIGN
LAYOUTS
2"
LIGHT DUTY CONC. PAVEMENT
FRONT SIGN PANEL
ASSEMBLY, TYP.
ALL SIGNS
SIGN POST
4"81
4" 2'-0"
PLAN
ELEVATION
3'- 6"
3'-0"
VA
RI
ES2"
1'-6" 1'-6"
REFERENCE POINT, SEE SIGNANGE SCHEDULE FOR
COORDINATES
3'-0" FROM
BACK OF CURB
(VERIFY IN FIELD) 9"
2'-
6"
RE
CE
SS
ED
A
RE
A
(3 ) S
ID
ES
ARCH. PRE-CAST
CONCRETE COLLAR
CI511
1"
2'- 8"
CONCRETE SIGN POST,
TYP. RECESS OCCURS (3)
SIDES.
ALUMINUM SIGN CABINET ASSEMBLY W/
1/8" THICK PANELS (SIDES, TOP &
BOTTOM); POWDER COATED FINISH,
COLOR TO MATCH DARK BROWN
ANODIZED; PROVIDE SHOP DRAWINGS
CI512
CI512
CI511
FINISHED GRADE
POST FOOTING, TYP.
COPY & GRAPHICS TO BE REFLECTIVE
WHITE EQUAL TO ENGINEERING GRADE
3M SCOTCH LITE; TYPEFACE TO BE
OPTIMA BOLD, INITIAL CAP & LOWER
CASE, HEIGHT AS NOTED
PLAN
2'- 0" 23 4"
23 4"51 2"
3'-0" FROM
BACK OF CURB
5'-59 16"
2" 51
2"
LIGHT DUTY CONC. PAVEMENT
SIGN CABINET ASSEM.
SIGN POST
4"91
4"
ENTER
DO NOT
CAUTION
VENOMOUS
SNAKES
IN AREA
COLOR - WELLS FARGO BLACK
COLOR - YELLOW (OSHA); TYPEFACE
TO BE HELVETICA ITALIC BOLD
CONDENSED, ALL CAPS, HEIGHT AS
NOTED
COLOR - WELLS FARGO BLACK; TYPEFACE
TO BE HELVETICA BOLD, ALL CAPS, HEIGHT
AS NOTED
POWDER COAT SIGN PANEL TO MATCH
COLOR - YELLOW (OSHA)
1'-6"
1'- 6"
3" 1'
3"
POWDER COAT SIGN PANEL TO
MATCH DARK BROWN ANODIZED
UNIVERSAL 'STOP' SYMBOL
COLOR - RED (OSHA)
COLOR - WHITE
Keep Right
1'-6"
1'- 6"
2" 3"
11 2"
3" 2"
41 2" 2"
POWDER COAT SIGN PANEL TO MATCH
DARK BROWN ANODIZED
COPY TO BE REFLECTIVE WHITE
VINYL, EQUAL TO ENGINEERING
GRADE 3M SCOTCH LITE; TYPEFACE
TO BE HELVETICA BOLD, INITIAL CAP
& LOWER CASE, HEIGHT AS NOTED
ARROW TO BE REFLECTIVE WHITE
VINYL, EQUAL TO ENGINEERING
GRADE 3M SCOTCH LITE
Authorized Vehicles
Only
1'-6"
1'- 6"
2" 3"
13 4"
3"
13 4"
3" 31 2"
POWDER COAT SIGN
PANEL TO MATCH DARK
BROWN ANODIZED
COPY TO BE REFLECTIVE
WHITE VINYL, EQUAL TO
ENGINEERING GRADE 3M
SCOTCH LITE; TYPEFACE
TO BE HELVETICA BOLD
CONDENSED, INITIAL CAP
& LOWER CASE, HEIGHT
AS NOTED
Speed Limit mph
1'-6"
1'- 6"
11 2" 3"
11 2"
61 2"
11 2" 21 2"
11 2"
POWDER COAT SIGN PANEL
TO MATCH DARK BROWN
ANODIZED
COPY TO BE
REFLECTIVE WHITE
VINYL, EQUAL TO
ENGINEERING GRADE
3M SCOTCH LITE;
TYPEFACE TO BE
HELVETICA BOLD
CONDENSED, INITIAL
CAP & LOWER CASE,
HEIGHT AS NOTED
NOTICE
NO FIREARMS
OR WEAPONS
ALLOWED ON
THIS PROPERTY
1'-6"
1'- 6"
3"15 16
51 8"15 16
3 8" 11 8"
23 8"
3 8" 11 8"
3 8"
11 8"
11 8"
21 8"
CL
COLOR - NEW VA BLUE
COPY TO BE REFLECTIVE WHITE
VINYL, EQUAL TO ENGINEERING
GRADE 3M SCOTCH LITE; TYPEFACE
TO BE HELVETICA ITALIC BOLD
CONDENSED, ALL CAPS, HEIGHT AS
NOTED
COLOR - WELLS FARGO BLACK
UNIVERSAL 'NO WEAPONS' SYMBOL
WELLS FARGO BLACK
COLOR - WHITE
POWDER COAT SIGN PANEL WHITE
COLOR - RED (OSHA)
CL
1'-6"
1'- 6"
3" 21 8"
313 16
13 4"
1"
13 4" 1"
13 4"
315 16
MESSAGE LAYOUT F MOD.
MESSAGE LAYOUT A MESSAGE LAYOUT A MOD. MESSAGE LAYOUT D
MESSAGE LAYOUT G MESSAGE LAYOUT F MESSAGE LAYOUT D
UNIVERSAL 'DO NOT ENTER'
SYMBOL
POWDER COAT SIGN PANEL TO
MATCH DARK BROWN ANODIZED
COLOR - RED (OSHA)
COLOR - WHITE
CL
CL
CL
1'-6"
1'- 6"
3" 1'
3"
CL
CL CL
CL
4"
4"
2"
4'
2'
8" 23
4"
23 4" 15 8"
13 4" 31 2"
2"
21 2"
3'-0"
8"
23 4" 21 2"
23 4"
8" 1" MIN.
8" 23 4"
21 2"
23 4"
3'-0"
1" MIN.
4"
4"
2"
8" 23 4"
21 2"
23 4"
3'-0"
1" MIN.
3'-0"
8"
23 4" 21 2"
23 4"
8" 1" MIN.
4'
2'
8" 23
4"
23 4" 15 8"
13 4" 31 2"
2"
21 2"
4'
2'
8" 23
4"
23 4" 15 8"
13 4" 31 2"
2"
21 2"
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9
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
LOW PROFILE REGULATORY (NC-03.01) AND VISITOR INFORMATION (NC-01.03)1
Scale: 1" = 1'-0"
POST & PANEL DIRECTIONAL / IDENTIFICATION SIGN (NC-04.01)2
JDS BMD
CI510
SITE SIGNAGE DETAILS 1
(BASE BID)
VA
RI
ES
, S
EE
D
ET
AI
LS
2'-
0" M
IN
. F
O O
TI
NG
1'- 0"
2'-0"
ARCHITECTURAL PRE-CAST
CONCRETE SIGN POST, TYP.
ARCH. PRE-CAST
CONCRETE COLLAR, TYP.
FINISHED GRADE
COMPACTED STONE
BACKFILL AND BASE
COMPACTED
SUBGRADE
ELEVATION
CI511
RECESS IN CONCRETE
POST, SEE SIGN DETAILS
FOR MORE INFORMATION,
TYP.
2" OR 5 12"
2'
2'
8"
8"
PLAN VIEW
CAST STONE COLLAR
PLATE, TYP.
CL
3' TO BACK OF CURB OR WALK MIN. (TYP.)
SECTION VIEW
2'
3" 1"
8"
7-1/2" OR 5-1/2" CAST
STONE SIGN POST, TYP.;
CENTER POST WITHIN
COLLAR AND GROUT GAP
BETWEEN COLLAR AND
POST SOLID WITH QUICK
SET GROUT; GROUT TO
BE PITCHED SLIGHTLY TO
PROVIDE POSITIVE
DRAINAGE
1-1/8" TAPERED
CHAMFER, TYP.
CAST HOLE TO ACCEPT CAST
STONE SIGN POST, TYP.
TURF OR MULCH, TYP.;
SEE PLAN LOCATION
CAST STONE COLLAR
PLATE, TYP.
CAST HOLE TO ACCEPT CAST
STONE SIGN POST, TYP.
ELEVATION
3'- 6"
3'-0"
2'- 0"
2"
1'-6" 1'-6"
REFERENCE POINT, SEE SIGNANGE SCHEDULE FOR
COORDINATES
3'-0" FROM
BACK OF CURB
(VERIFY IN FIELD)
PLAN
2'- 0" 23 4"
23 4"51 2"
3'-0" FROM
BACK OF CURB
5'-59 16"
2" 51
2"
LIGHT DUTY CONC. PAVEMENT
SIGN CABINET ASSEM.
SIGN POST
4"
9" 2'-
6"
RE
CE
SS
ED
A
RE
A
(3 ) S
ID
ES
ARCH. PRE-CAST
CONCRETE COLLAR
CI511
1"
4"
1'- 4"
CI512
2" 2'-
8" 2"
3'- 0"
2" 2" 3'-8"
4'-0"
2'- 0"
3'-0"
2"11 2"5 8"
1"
1 2" T
YP
3 4" T
YP
2" MIN.
1" M
IN
3 4" 5 8"
1 2"
COPY & GRAPHICS TO BE
REFLECTIVE WHITE EQUAL TO
ENGINEERING GRADE 3M SCOTCH
LITE; TYPEFACE TO BE HELVETICA
CONDENSED, HEIGHT AS NOTED
POWDER COAT SIGN PANEL
TO MATCH DARK BROWN
ANODIZED
CONCRETE POST
COLLAR, TYP.
SEE 1/CI511 FOR
TYPICAL POST
SETTING DETAIL
FINISHED GRADE, TYP.
CONCRETE POST
COLLAR, TYP.
SEE 1/CI511 FOR
TYPICAL POST
SETTING DETAIL
FINISHED GRADE, TYP.
CL
CL
CL
PLAN VIEW
1" CHAMFER ON TOP
AND SIDES OF CAST
STONE SIGN POST, TYP.
7-1/2" SQ. CAST
STONE SIGN POST W/
CAST ROUNDED
RECESSES (4-SIDES),
TYP.; SEE 1/CI512
7-1/2" SQ. CAST
STONE SIGN POST W/
CAST ROUNDED
RECESSES (4-SIDES),
TYP.; SEE X/CIXXX
1/8" ALUMINUM SIGN
PANEL WITHIN EACH
RECESS, TYP.; SEE 2\CI503
CAST STONE POST
COLLAR (BELOW), TYP.
1/8" ALUMINUM SIGN
PANEL WITHIN EACH
RECESS, TYP.; SEE
3\CI510 FOR SIGN
PANEL LAYOUT
1" CHAMFER ON TOP
AND SIDES OF CAST
STONE SIGN POST, TYP.
7-1/2" SQ. CAST
STONE SIGN POST W/
CAST ROUNDED
RECESSES (4-SIDES),
TYP.; SEE 1/CI512
1/8" ALUMINUM SIGN
PANEL WITHIN EACH
RECESS, TYP.; SEE
3\CI510 FOR SIGN PANEL
LAYOUT
ELEVATION SIDE VIEW
4'
TY
P.
9" T
YP
3'
TY
P.
3"
2"
TYP.
4'
TY
P.
9" T
YP
3'
TY
P.
3"
2"
TYP.
71 2"
TY
P.
2"
TYP.
W hite W olf Drive
CLCL
4"
2"
17 8" 2'-
81 4" 17 8"
3'
R17 8"
TYP.
POWDER COAT SIGN
PANEL TO MATCH DARK
BROWN ANODIZED
COPY TO BE REFLECTIVE
WHITE VINYL, EQUAL TO
ENGINEERING GRADE 3M
SCOTCH LITE; TYPEFACE
TO BE HELVETICA BOLD
CONDENSED, INITIAL CAP
& LOWER CASE, HEIGHT
AS NOTED
5/16" HOLES TO RECEIVE
1/4" DIA. X 1-1/2" SS
TAMPER PROOF
SCREWS; COLOR OF
SCREW HEAD TO MATCH
PANEL, TYP.
PANEL LAYOUT
SCALE: 3" = 1'-0"
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 BMD
CI511
SITE SIGNAGE DETAILS 2
(BASE BID)
Scale: 1" = 1'-0" SIGN POST FOOTING DETAIL1 Scale: 1:8
POST COLLAR PLATE PLAN2
Scale: 1" = 1'-0"
VISITOR INFORMATION SIGN (NC-01.02 MOD.)3
Scale: 1-1/2" = 1'-0"
SITE DIRECTORY SIGN (NC-02.01)4
Scale: 1-1/2" = 1'-0"
PYLON STREET SIGN (NC-06.01)5
4" 8" 1
8"
8" 5
8" 1"1"
2"
3/ 8"
R
EC
ES
S
TY
P.
A
LL
S
ID
ES
71 2"
(3) #3
EQUALLY
SPACED
REBAR
CAST STONE
POST; LIGHT
SANDBLAST
FINISH
NOTE: SEE INDIVIDUAL
SIGN TYPE DETAILS FOR
3/8" RECESS HEIGHT AND
LOCATION ON OVERALL
POST
2"
1" C
AH
M
FE
R, T
YP
(A
LL
E
DG
ES
71 2"
16"
3/8" RECESS
(BELOW);
ALL SIDES
CAST STONE POST;
LIGHT SANDBLAST
FINISH
2"
1"
2"
CAST STONE POST
WITH 1" CHAMFER ON
ALL SIDES & TOP;
LIGHT SANDBLAST
FINISH
SECTION PLAN VIEW
TOP ELEVATION
2" 8" 1
8"
8" 5
8" 1"1"
2"
3/ 8"
R
EC
ES
S
(3 ) S
ID
ES51 2"
(3) #3 EQUALLY
SPACED REBAR
CAST STONE POST;
LIGHT SANDBLAST
FINISH
16"
1" C
AH
M
FE
R
(A
LL
E
DG
ES
51 2"
2"
3/8" RECESS
(BELOW);
ALL SIDES
CAST STONE POST;
LIGHT SANDBLAST
FINISH
2"
1"
2"
CAST STONE POST
WITH 1" CHAMFER ON
ALL SIDES & TOP;
LIGHT SANDBLAST
FINISH
SECTION PLAN VIEW
TOP ELEVATION
NOTE: SEE INDIVIDUAL
SIGN TYPE DETAILS FOR
3/8" RECESS HEIGHT AND
LOCATION ON OVERALL
POST
SS WASHER, TYP.
1" SQ. TUBULAR ALUMINUM FRAME
(1/8" WALL THICKNESS), CORNERS
MITERED, WELDED AND GROUND
SMOOTH
NEOPRENE WASHER, TYP.
CONTINUOUS WELD,
GROUND SMOOTH
3/16"Ø X 3" SS BOLT AND
EXPANSION SHIELD
CONTINUOUS WELD,
GROUND SMOOTH
FIELD DRILLED HOLE
EXPANSION SHIELD
1/8" ALUMINUM SIGN PANEL
WELDED TO FRAME;
CONTINUOUS WELDS
GROUND SMOOTH
CAST STONE POST,
TYP.
2"
3/8" RECESS,
TYP. (3) SIDES
51 2"
1/8" ALUMINUM SIGN PANEL WELDED TO
FRAME; CONTINUOUS WELDS GROUND
SMOOTH
3/16"Ø X 3" SS BOLT &
EXPANSION SHIELD
CAST STONE POST; LIGHT
SANDBLAST FINISH
SS WASHER, TYP.
1" SQ. TUBULAR ALUMINUM FRAME (1/8" WALL
THICKNESS), CORNERS MITERED, WELDED AND
GROUND SMOOTH
NEOPRENE WASHER, TYP.
CONTINUOUS WELD,
GROUND SMOOTH
FIELD DRILLED HOLE
EXPANSION SHIELD
8"
1'- 7"
4'- 0"
M
IN
3'- 0"
6'- 0"
8'-0"
LOGO LETTERS TO BE
WHITE (MP32071)
TOP BACKGROUND TO
BE VA BLUE (MP09144)
BACKGROUND TO BE PAINTED WHITE
MATTHEWS NO. MP32071
HELVETICA STYLE
4-1/2" HIGH
LETTERING; BLACK
FACE PANEL TO BE
EXTERIOR GRADE MDO
SHEET OR ALUMINUM
SKIN LAMINATED TO A
WOOD CORE WITH
EDGES PHYSICALLY
SEALED; ATTACHED TO
POST WITH WOOD
SCREWS AND LAG
BOLTS
4"x6" WOOD
POST , TYP.
LETTERING TO BE
HELVETICA STYLE 1
1/2" HIGH TO BE
CENTERED
HORIZONTAL
NOTE:
1. ANY SEAM IN METAL TO
BE FLAT SEAM - SEAMS
TO BE HORIZONTAL
AND OCCUR BETWEEN
LINES OF LETTERING.
2. CONTRACTOR TO
SUBMIT SHOP
DRAWINGS FOR
APPROVAL PRIOR TO
FABRICATION
3. MATERIAL TO BE
SUPPLIED, ASSEMBLED
AND INSTALLED BY
CONTRACTOR
4. LOCATE SIGN A
MINIMUM OF 3'-0" FROM
EDGES OF PAVEMENT.
5. LOCATION OF SIGN TO
BE DETERMINED BY
C.O.R.
ALL LETTERING
TO BE PAINTED
BLACK WITH
EXCEPTION OF
VA LOGO AS
NOTED IN
ELEVATION.
ELEVATION SECTION ON CENTERLINE
U.S. Department of Veterans Affairs
41 2" 41 2"
2'- 0"
5-1/2"
2"X4" WOOD FRAMING
CL
VA
BLUE
(MP09144)
U.S. Department of Veterans Affairs
ZERO IN
ON SAFETY
4" 9"
11 2" 11 2"
3 4" 11 2"
WHITE
(MP32071)
RED
(MP55153)
WOOD
STRIPS
3'- 0"
4'-0"
3'- 0"
4'- 0"
M
IN
FINISH
GRADE
CL
NOTE:
1. ANY SEAM IN METAL TO BE
FLAT SEAM - SEAMS TO BE
HORIZONTAL AND OCCUR
BETWEEN LINES OF
LETTERING.
2. CONTRACTOR TO SUBMIT
SHOP DRAWINGS FOR
APPROVAL PRIOR TO
FABRICATION
3. MATERIAL TO BE
SUPPLIED, ASSEMBLED
AND INSTALLED BY
CONTRACTOR
4. LOCATE SIGN A MINIMUM
OF 3'-0" FROM EDGES OF
PAVEMENT.
4"X4" WOOD
POST PAINTED
WHITE
PROVIDE JOINT
BRACING, TYP.
2X4 BRACING, TYP.
General Contractor's Firm Name
BACKGROUND WHITE
(MATTHEWS NO. MP32071)
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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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 BMD
CI512
SITE SIGNAGE DETAILS 3
(BASE BID)
Scale: 3" = 1'-0" 7-1/2" SQUARE SIGN POST1 Scale: 3" = 1'-0"
5-1/2" SQUARE SIGN POST2 Scale: 3" = 1'-0" SIGN PANEL MOUNTING TYPE A3 Scale: 3" = 1'-0"
SIGN PANEL MOUNTING TYPE B4
Scale: 1-1/2" = 1'-0"
TEMPORARY CONSTRUCTION SIGNS5
E
D
C
B
A
E
D
C
B
A
PATTERNED AND STAINED C.I.P.
CONCRETE END PIER TO MATCH EXISTING
SEE COLUMBARIUM NOTES
LIMESTONE CAP STONES
PRECAST CONCRETE
NICHE UNIT
GOVERNMENT PROVIDED MARBLE
NICHE COVERS TO MATCH EXISTING
1 1/2" HT. ALUMINUM ROW LETTER;
FONT TO BE TIMES NEW ROMAN;
MATCH EXISTING COLUMBARIUM;
CENTER LETTERS HORIZONTALLY
ON PIER AND VERTICALLY ON
NICHE COVER, TYP.
1 1/2" HT. ALUMINUM COLUMN NUMBER; ID 1ST THEN EVERY 10TH
COLUMN; COLUMN NUMBERS TO WRAP AROUND DOUBLE-SIDED
WALLS AND BE CONTINUOUS THROUGHOUT PLAZA (SEE
COLUMBARIUM LAYOUT PLANS); FONT TO BE TIMES NEW ROMAN;
MATCH EXISTING COLUMBARIUM;CENTER NUMBERS HORIZONTALLY
ON NICHE COVERS AND VERTICALLY ON CAP FACE, TYP.
3/8" SEALANT JOINT WITH
BACKER ROD, SEE CAP SETTING
DETAILS, TYP.
3/4" SEALANT JOINT WITH
BACKER ROD BETWEEN NICHE
UNIT AND PIER, TYP.
3/8" HORIZONTAL SEALANT
JOINT WITH BACKER ROD, TYP.
3/8" HORIZONTAL SEALANT
JOINT WITH BACKER ROD, TYP.
3/8" VERTICAL SEALANT JOINT
WITH BACKER ROD, TYP.
4" TY
P.
EXPOSED FOUNDATION SACK
RUB FINISH, COLOR TO MATCH
EXISTING, TYP.
FINISHED GRADE, TYP.
CI702
CI703
CI702
2/4
CI704
CI704
PROVIDE HORIZONTAL WEEP VENT
BENEATH EACH VERTICAL JOINT
BETWEEN NICHE UNITS, TYP.
CI702
EXPOSED CONCRETE FOUNDATION; HEIGHT
VARIES BETWEEN 4" MIN.-8" MAX. ABOVE FINISHED
GRADE OF NEIGHBORING CONCRETE
TOWARDS REAR SEAT WALL
TOWARDS
ROADSIDE
CI701
PATTERNED AND
STAINED CONCRETE
C.I.P. END PIER
FINISH TYPE C1, REF.
09 06 00 SCHEDULE
FOR fINISHES
5'-8"
6" HT. ALUMINUM
COLUMBARIUM I.D.
LETTER; FONT TO BE
TIMES NEW ROMAN;
MATCH EXISTING
COLUMBARIUM, TYP.
6" HT. ALUMINUM
COLUMBARIUM
COLUMN NUMBERS;
FONT TO BE TIMES
NEW ROMAN; MATCH
EXISTING
COLUMBARIUM, TYP.
3'
2'-10"C.L.
CI702
PRECAST NICHE
CABINETS AND
LIMESTONE CAPS
BEYOND, TYP.
LAYOUT LINE, SEE COLUMBARIUM
LAYOUT ENLARGEMENTS
CI703
CI703
TOP OF
PIERS (TOPR)
C 1-50
CI701
E
D
C
B
A
E
D
C
B
A
8"8"
TOP OF
FOUNDATION
(TOF)
TOP OF
NICHE WALL
(TOW)
TOP OF PIER
(TOPR)
FINISH GRADE
(FG), TYP.
25'-634" (INCLUDING (2) 3/8" JOINTS BETWEEN UNITS AND (2) 3/4" JOINTS AT ENDS) (+/- 1/8" TOLERANCE) (25 NICHE UNITS TOTAL)
8'-112" (8 NICHE LONG CLOSED-CLOSED UNIT) 9'-112" (9 NICHE LONG CLOSED-CLOSED UNIT) 8'-112" (8 NICHE LONG CLOSED-CLOSED UNIT)
26'-1034" FACE OF PIER TO FACE OF PIER (+/-1/4" TOLERANCE)
CAP TYPE B CAP TYPE C CAP TYPE B CAP TYPE D
CUT STONE CAPS
CAP TYPE A
SEE COLUMBARIUM
GRADING ENLARGEMENT
PLANS FOR
TOP OF PIER (TOPR),
TOP OF NICHE WALL (TOW),
TOP OF FOUNDATION (TOF)
AND FINISH GRADE INFO.
CAP TYPE A CAP TYPE D
CI704
TOWARDS REAR
SEAT WALL TOWARDS
ROADSIDE
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
TYPICAL DOUBLE SIDED COLUMBARIUM WALL1
TYPICAL END PIER ELEVATION AT DOUBLE SIDED WALL2
JDS JEM
CI701
COLUMBARIUM ELEVATIONS
(BASE BID)
TYPICAL DOUBLE SIDED COLUMBARIUM WALL ELEVATION3
COLUMBARIUM NOTES:
1. CONTRACTOR TEAM IS TO PROVIDE A COMPLETED, CLEANED MOCK-UP OF THE COLUMBARIUM PIER AND WALL TO ESTABLISH ACCEPTABLE LEVEL OF
WORK PRIOR TO PROCEEDING WITH CONSTRUCTION OF COLUMBARIUM WALLS. THE COMPLETE MOCK-UP SHALL BE REVIEWED BY OWNERS REPRESENTATIVE & A/E OF RECORD PRIOR TO PROCEEDING WITH CONSTRUCTION. THE APPROVED MOCKUP SHALL BECOME THE STANDARD OF WORKMANSHIP AND APPEARANCE. THE COLUMBARIUM MOCK-UP ESTABLISHES QUALITY OF WORKMANSHIP. THE RESULT OF NOT SUCCESSFULLY COMPLETING A COLUMBARIUM MOCK-UP IS THE RECONSTRUCTION OF THE COLUMBARIUM WALLS AS MANY TIMES AS NEEDED AND AT NO ADDITIONAL COST TO THE OWNER OR DESIGN TEAM. COORDINATION BETWEEN MULTIPLE CONSTRUCTION SUBCONTRACTORS IS REQUIRED.
2. PATCHING OR REWORKING OF VISIBLE ELEMENTS OF THE COLUMBARIUM IS NOT ALLOWED. REMOVAL AND REPLACEMENT OF DAMAGED AND
AFFECTED ELEMENTS SHALL BE AT NO ADDITIONAL COST TO THE OWNER OR DESIGN TEAM.
3. THE FIRST AND EVERY TENTH COLUMBARIUM NICHE COLUMN SHALL BE IDENTIFIED. STARTS ON THE LEFT SIDE (WEST) OF THE WALL (CLOSEST TO ROAD) AND WRAPS AROUND THE BACK TO THE RIGHT SIDE (EAST) OF THE WALL WALL (ENDING CLOSEST TO THE ROAD SIDE). SEE COLUMBARIUM
ELEVATIONS AND LAYOUT PLANS.
4. USE COORDINATES AND LAYOUT LINES FOR SITE LAYOUT. ELECTRONIC CAD FILES ARE FOR REFERENCE ONLY. DO NOT USE FOR SITE LAYOUT.
5. CONTRACTOR SHALL VERIFY EXISTING GRADE AREAS IN THE FIELD AND NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION OF THE COLUMBARIUM.
6. DIMENSIONS SHOWN ARE FOR CONCRETE FOUNDATIONS UNLESS OTHERWISE INDICATED.
7. FOR CONCRETE DESIGN AND REINFORCING SEE STRUCTURAL DRAWINGS.
8. CONTRACTOR TO PROVIDE SUBMITTAL FOR THE PROJECT RECORD OF CERTIFIED SURVEYS BY A LICENSED CALIFORNIA SURVEYOR OF THE
CONCRETE FORMS VERIFYING COMPLIANCE WITH THE CONTRACT DOCUMENTS PRIOR TO POURING CONCRETE. AFTER CONTRACTOR SUBMITTAL OF CERTIFIED SURVEY(S) CONFIRMING FORM PLACEMENT AS PER DESIGN, CONTRACTOR MAY POUR CONCRETE. FOUNDATIONS OUT OF TOLERANCE
SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL EXPENSE TO THE OWNER.
9. ALL EXPOSED CONCRETE (INCLUDING BUT NOT LIMITED TO NICHE FRONTS) SHALL BE GROUND OR PATCHED SMOOTH; APPLY WATERBORNE, HIGH-BUILD, MODIFIED ACRYLIC WATERPROOF COLOR COATING AS SPECIFIED PRIOR TO NICHE COVER INSTALLATION. PROVIDE SUBMITTAL. BASIS OF DESIGN SIKA MASTERPROTECT HB300 SB, TEXTURE FINE SAND. MASK ITEMS NOT RECEIVING COATING. CUSTOM COLOR TO MATCH EXISTING AND BE
APPROVED DURING MOCK-UP REVIEW.
10. COAT NON-VISIBLE FACES OF CONCRETE FOUNDATION NOT RECEIVING WATERPROOF MEMBRANE WITH NON-STAINING CEMENTITIOUS DAMP
PROOFING.
11. RECESSED STAINLESS STEEL WELD PLATES SIZE, NUMBER, AND ATTACHMENT LOCATION SHALL BE AS PER NICHE MANUFACTURER'S
RECOMMENDATION. PROVIDE SHOP DRAWINGS FOR APPROVAL.
12. OWNER (DEPARTMENT OF VETERANS AFFAIRS) PROVIDED MARBLE NICHE COVERS, CONTRACTOR INSTALLED. NICHE COVERS REQUIRE CONSTRUCTION LEAD TIME AND COORDINATION WITH THE OWNER. CONTRACTOR SHOULD FACTOR THIS EFFORT INTO CONSTRUCTION SCHEDULE TO
AVOID DELAYS WITH CONSTRUCTION.
13. CONTRACTOR SHALL INSPECT OWNER PROVIDED NICHE COVERS PRIOR TO ACCEPTANCE OF THE DELIVERY. NICHE COVERS NOT MEETING OWNER SPECIFICATIONS SHALL NOT BE ACCEPTED. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S DESIGNATED REPRESENTATIVE IF NICHE COVERS ARE NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS. IF INITIAL REVIEW OF THE FIRST 100 NICHE COVERS DETERMINES MORE THAN 10% ARE NON-COMPLIANT, THE CONTRACTOR SHALL STOP REVIEW OF THE NICHE COVERS DELIVERED AND REJECT THE ENTIRE SHIPMENT. SEE
SPECIFICATIONS FOR MORE INFORMATION.
14. SEE SPECIFICATIONS FOR CONTRACTOR PROVIDED AND INSTALLED NICHE COVER ATTACHMENT HARDWARE.
15. THOROUGHLY CLEAN TOP OF PRECAST NICHE UNITS. PROVIDE SHIMS AND MORTAR AT MAXIMUM SPACING SHOWN. EPDM MEMBRANE (45MIL) OVER
ENTIRE TOP OF PRECAST NICHE UNITS AND PIERS.
16. COLUMBARIUM STONE CAPS. SEE COLUMBARIUM ELEVATION 3/CI701 FOR CAP TYPE AND STONE CAP DETAILS ON SHEET CI704.
17. ALL STONE CAP DIMENSIONS REQUIRED TO BE VERIFIED IN FIELD PRIOR TO FABRICATION AND VERIFIED AGAIN PRIOR TO INSTALLATION BY
CONTRACTOR'S QUALITY CONTROL INDIVIDUAL(S).
18. CONTRACTOR REQUIRED TO SUBMIT CERTIFIED SURVEYS OF FOUNDATIONS. SEE SPECIFICATIONS.
19. ALL VISIBLE FACES OF CUT STONE ASSEMBLIES EXCEPT NICHE COVERS TO BE SEALED WITH SILICONE RUBBER PENETRATION WATERPROOFING
SEALER PRIOR TO INSTALLATION. BASIS OF DESIGN LIFETIME WATERPROOFING SEALANT SYSTEM.
20. ALL NON-VISIBLE FACES OF CUT STONE ASSEMBLIES, EXCEPT NICHE…
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