Part 4 of 9 - 962-003_Mare Island_BD_FULL_2026-05-104.pdf
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- Solicitation number
- 36C78626R0059_1
About this file
Summary
These are bid documents for a federal construction project at Mare Island Naval Cemetery in Vallejo, California, managed by the U.S. Department of Veterans Affairs, Office of Design and Construction Services. The project, identified as 962-003, involves fencing installation and interment curb repairs at the cemetery grounds along Imhoff Road. The bid documents were issued May 4, 2026, and include detailed design and construction specifications prepared by Anderson Engineering of Minnesota, LLC, with consulting support from Architectural Resources Group.
The project deliverables include construction of decorative wood fencing around the burial area with specific design elements such as gate posts, turn posts, and end posts positioned along north, east, and south fence lines. The design incorporates grading adjustments to accommodate the sloped terrain, with elevation profiles showing variations from approximately 36 feet to 88 feet. Additional work includes repair of existing interment curbs with clean stone salvage and reset, application of decorative pea gravel strips, and patching of damaged stone elements. Detailed repair specifications cover hairline crack injection, dutchman repairs, crack repairs, mortar patch repairs, and repointing of stone monuments. The bid documents provide comprehensive technical drawings, fence profiles, interment curb repair details, and a schedule identifying specific graveyard markers requiring repair work throughout the cemetery grounds.
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Text version
IMHOFF ROAD
0+
1+
2+
2+
BP: 0+00.00
EP: 2+52.54
BP: 0+00.00
PI: 0+61.11
PI
: 0
+7 1.
PI
: 1
+1 9.
PI
: 1
+9 3.
PI
: 2
+0 3.
PI
: 2
+7 7.
PI
: 2
+8 7.
PI
: 3
+3 9.
EP
: 3
+6 4.
0+
1+
2+
2+
BP: 0+00.00
EP: 2+83.090+001+002+003+003+54
BP
: 0
+0 0.
EP
: 3
+5 4.
0+00
1+00
2+00 3+00
3+65
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a nc a
- m ar e is la nd c em et er y im pr ov em en ts ca c iv il\
_0 ca d fil es s he et s\
1_ pr of -fe nc e.
dw g ed it:
dv an cu ra s av ed :5
/4 /2
:1
AM
p lo t:5 /4
/2
2:
P
M
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18181Date:
Office of Design and Construction
Services
MARE ISLAND NAVAL CEMETERY
962-003
MAY 04, 2026
IMHOFF ROAD, VALLEJO, CA, 94592
BID DOCUMENTS
BID DOCUMENTS
2026.05.04
GEOTECHNICAL/HAZMAT/
ENVIRONMENTAL:
TERRACON
1900 GARDEN ROAD SUITE 210
MONTEREY, CA 93940
831-574-7013
POINT OF CONTACT
JESS SUTTON
COST ESTIMATING:
OCMI
8851 RESEARCH DRIVE
IRVINE, CA 92618
702-339-9870
POINT OF CONTACT
ALLICIA WARNER
IRRIGATION:
EC DESIGN
400 5TH STREET
WEST DES MOINES, IA 50265
515-225-6365
POINT OF CONTACT
LISA ESSY
CONSERVATOR:
ARCHITECTURAL RESOURCES GROUP
PIER 9, THE EMBARCADERO SUITE 107
SAN FRANSISCO, CA 94111
415-421-1680
POINT OF CONTACT
JENNIFER PONT
N
0 40' 80'
LEGEND
KEY NOTES
FENCING PLAN
CS105
DECORATIVE WOOD FENCE. SEE SHEET C-503 FOR
DETAILS
DECORATIVE WOOD FENCE GATE.
BF DV
WEST FENCE
1/C105
NORTH FENCE
2/C105
EAST FENCE
1/C106
SOUTH FENCE
2/C106
1 FENCE PLAN
SCALE: 1" = 40'
PROPERTY LIMITS
CONSTRUCTION LIMITS
BURIAL AREA
EXISTING FENCE
NEW FENCE
.8
0+00
.0
.2
1+00
.6
.0
2+00
.6
.1
2+53
.1
0+00
.4
.5
1+00
.5
.3
2+00
.0
.1
3+00
.9
.8
3+65
TURN END POST GATE POST
GATE POST GATE POST GATE POST GATE POST GATE POSTTURN POST
TURN POST
TURN END POST
GATE POST GATE POST
TURN END POST
TURN END POST
TURN POST
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a nc a
- m ar e is la nd c em et er y im pr ov em en ts ca c iv il\
_0 ca d fil es s he et s\
1_ pr of -fe nc e.
dw dv an av ed :5
/4 /2
:1 lo t:5 /4
/2
2:
P
M
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18181Date:
Office of Design and Construction
Services
MARE ISLAND NAVAL CEMETERY
962-003
MAY 04, 2026
IMHOFF ROAD, VALLEJO, CA, 94592
BID DOCUMENTS
BID DOCUMENTS
2026.05.04
GEOTECHNICAL/HAZMAT/
ENVIRONMENTAL:
TERRACON
1900 GARDEN ROAD SUITE 210
MONTEREY, CA 93940
831-574-7013
POINT OF CONTACT
JESS SUTTON
COST ESTIMATING:
OCMI
8851 RESEARCH DRIVE
IRVINE, CA 92618
702-339-9870
POINT OF CONTACT
ALLICIA WARNER
IRRIGATION:
EC DESIGN
400 5TH STREET
WEST DES MOINES, IA 50265
515-225-6365
POINT OF CONTACT
LISA ESSY
CONSERVATOR:
ARCHITECTURAL RESOURCES GROUP
PIER 9, THE EMBARCADERO SUITE 107
SAN FRANSISCO, CA 94111
415-421-1680
POINT OF CONTACT
JENNIFER PONT
0 10' 20'
LEGEND
FENCE PROFILES
CS106
BF DV
1 WEST FENCE PROFILE
SCALE V/H: 1" = 10'
2 NORTH FENCE PROFILE
SCALE V/H: 1" = 10'
EXISTING GRADE
NEW GRADE
FACE OF FENCE
.8
0+00
.2
.9
1+00
.8
.4
2+00
.5
.6
2+83
.6
0+00
.8
.2
1+00
.3
.9
.3
.5
2+00
.5
.4
3+00
.4
.8
3+54
TURN END POST
TURN END POST
TURN END POST
TURN END POST
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a nc a
- m ar e is la nd c em et er y im pr ov em en ts ca c iv il\
_0 ca d fil es s he et s\
1_ pr of -fe nc e.
dw dv an av ed :5
/4 /2
:1 lo t:5 /4
/2
2:
P
M
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18181Date:
Office of Design and Construction
Services
MARE ISLAND NAVAL CEMETERY
962-003
MAY 04, 2026
IMHOFF ROAD, VALLEJO, CA, 94592
BID DOCUMENTS
BID DOCUMENTS
2026.05.04
GEOTECHNICAL/HAZMAT/
ENVIRONMENTAL:
TERRACON
1900 GARDEN ROAD SUITE 210
MONTEREY, CA 93940
831-574-7013
POINT OF CONTACT
JESS SUTTON
COST ESTIMATING:
OCMI
8851 RESEARCH DRIVE
IRVINE, CA 92618
702-339-9870
POINT OF CONTACT
ALLICIA WARNER
IRRIGATION:
EC DESIGN
400 5TH STREET
WEST DES MOINES, IA 50265
515-225-6365
POINT OF CONTACT
LISA ESSY
CONSERVATOR:
ARCHITECTURAL RESOURCES GROUP
PIER 9, THE EMBARCADERO SUITE 107
SAN FRANSISCO, CA 94111
415-421-1680
POINT OF CONTACT
JENNIFER PONT
0 10' 20'
LEGEND
FENCE PROFILES
CS107
BF DV
1 EAST FENCE PROFILE
SCALE V/H: 1" = 10'
2 SOUTH FENCE PROFILE
SCALE V/H: 1" = 10'
EXISTING GRADE
NEW GRADE
FACE OF FENCE
9.
3.85
8.
7.54
6.
2.06
5.
2.06
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a nc a
- m ar e is la nd c em et er y im pr ov em en ts ca c iv il\
_0 ca d fil es s he et s\
1_ si te m as on ry d et ai ls
.d w dv an av ed
:4 /3
0/
:3
PM
lo t:5
/4 /2
2:
P M
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18181Date:
Office of Design and Construction
Services
MARE ISLAND NAVAL CEMETERY
962-003
MAY 04, 2026
IMHOFF ROAD, VALLEJO, CA, 94592
BID DOCUMENTS
BID DOCUMENTS
2026.05.04
GEOTECHNICAL/HAZMAT/
ENVIRONMENTAL:
TERRACON
1900 GARDEN ROAD SUITE 210
MONTEREY, CA 93940
831-574-7013
POINT OF CONTACT
JESS SUTTON
COST ESTIMATING:
OCMI
8851 RESEARCH DRIVE
IRVINE, CA 92618
702-339-9870
POINT OF CONTACT
ALLICIA WARNER
IRRIGATION:
EC DESIGN
400 5TH STREET
WEST DES MOINES, IA 50265
515-225-6365
POINT OF CONTACT
LISA ESSY
CONSERVATOR:
ARCHITECTURAL RESOURCES GROUP
PIER 9, THE EMBARCADERO SUITE 107
SAN FRANSISCO, CA 94111
415-421-1680
POINT OF CONTACT
JENNIFER PONT
N
LEGEND
INTERMENT CURB REPAIR
DETAIL
CS401
PROPERTY LIMITS
CONSTRUCTION LIMITS
BURIAL AREA
PROPOSED FENCE
BURIAL PLOT
EXISTING INTERMENT CURB
PROPOSED INTERMENT CURB
MATCH POINT
DECORATIVE PEA GRAVEL
BF DV
3 C10-094
1/2" = 1'-0" 4 C5-153 AND C5-154
1/2" = 1'-0"
5 C4-164 1/2" = 1'-0" 7 C2-195
1/2" = 1'-0" 6 C3-179
1/2" = 1'-0"
RE-LEVEL AND RESET
EXISTING MATERIAL
CLEAN STONE.
SALVAGE AND
RESET CURB
PATCH SOUTH CORNER
1 C11-073 1/2" = 1'-0"
RECAST SOUTHWEST SECTION.
LEVEL AND RESET OTHER SIDES.
CLEAN STONE. CLEAN STONE.
6" WIDE STRIP
OF DECORATIVE
PEA GRAVEL
DECORATIVE
PEA GRAVEL
6" WIDE STRIP
OF DECORATIVE
PEA GRAVEL
D
EC
O R
ATIVE
PEA G
R
AVEL
D
EC
O R
ATIVE
PEA G
R
AVEL
6" WIDE STRIP
OF DECORATIVE
PEA GRAVEL
D
EC
O R
ATIVE
PEA G
R
AVEL
D
EC
O R
ATIVE
PEA G
R
AVEL
6" WIDE STRIP
OF DECORATIVE
PEA GRAVEL
D
EC
O R
ATIVE
PEA G
R
AVEL
6" WIDE STRIP
OF DECORATIVE
PEA GRAVEL
D
EC
O R
ATIVE
PEA G
R
AVEL
6" WIDE STRIP
OF DECORATIVE
PEA GRAVEL
RE-LEVEL AND RESET
EXISTING MATERIAL
D
EC
O R
ATIVE
PEA G
R
AVEL
6" WIDE STRIP
OF DECORATIVE
PEA GRAVEL
2 C10-085 1/2" = 1'-0"
9.
4.49
9.
4.49
.0
19.11
11.50
9.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v a nc a
- m ar e is la nd c em et er y im pr ov em en ts ca c iv il\
_0 ca d fil es s he et s\
1_ si te m as on ry d et ai ls
.d w dv an av ed
:4 /3
0/
:3
PM
lo t:5
/4 /2
2:
P M
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18181Date:
Office of Design and Construction
Services
MARE ISLAND NAVAL CEMETERY
962-003
MAY 04, 2026
IMHOFF ROAD, VALLEJO, CA, 94592
BID DOCUMENTS
BID DOCUMENTS
2026.05.04
GEOTECHNICAL/HAZMAT/
ENVIRONMENTAL:
TERRACON
1900 GARDEN ROAD SUITE 210
MONTEREY, CA 93940
831-574-7013
POINT OF CONTACT
JESS SUTTON
COST ESTIMATING:
OCMI
8851 RESEARCH DRIVE
IRVINE, CA 92618
702-339-9870
POINT OF CONTACT
ALLICIA WARNER
IRRIGATION:
EC DESIGN
400 5TH STREET
WEST DES MOINES, IA 50265
515-225-6365
POINT OF CONTACT
LISA ESSY
CONSERVATOR:
ARCHITECTURAL RESOURCES GROUP
PIER 9, THE EMBARCADERO SUITE 107
SAN FRANSISCO, CA 94111
415-421-1680
POINT OF CONTACT
JENNIFER PONT
N
INTERMENT CURB REPAIR
DETAIL
CS402
BF DV
4 A1-664
1/2" = 1'-0" 5 A1A-002 TO A1A-005
1/2" = 1'-0"
3 A2-426 TO A2-426B
1/2" = 1'-0"2 A1-669
1/2" = 1'-0"1 A2-436 1/2" = 1'-0"
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
BURIAL AREA
PROPOSED FENCE
BURIAL PLOT
EXISTING INTERMENT CURB
PROPOSED INTERMENT CURB
MATCH POINT
DECORATIVE PEA GRAVEL
PATCH STAIRS CORNER
CLEAN STONE
REPLACE IN KIND
MATCH PROFILE
SALVAGE AND
RESET CURB
REPLACE IN KIND
MATCH PROFILE
DECORATIVE
PEA GRAVEL
6" WIDE STRIP
OF DECORATIVE
PEA GRAVEL
DECORATIVE
PEA GRAVEL
6" WIDE STRIP
OF DECORATIVE
PEA GRAVEL
D
EC
O R
ATIVE
PEA G
R
AVEL
6" WIDE STRIP
OF DECORATIVE
PEA GRAVEL
DECORATIVE
PEA GRAVEL
6" WIDE STRIP
OF DECORATIVE
PEA GRAVEL
DECORATIVE
PEA GRAVEL6" WIDE STRIP
OF DECORATIVE
PEA GRAVEL
6 A2-414 TO A2-415A
1/2" = 1'-0"
REPLACE IN-KIND
MATCH PROFILE
6" WIDE STRIP
OF DECORATIVE
PEA GRAVEL
DECORATIVE
PEA GRAVEL
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18181Date:
Office of Design and Construction
Services
MARE ISLAND NAVAL CEMETERY
962-003
MARCH 13, 2025
IMHOFF ROAD, VALLEJO, CA, 94592
95% CONSTRUCTION
DOCUMENTS
CD1 SUBMITTAL
NOT FOR CONSTRUCTION
2026.03.13
SCHEDULE - GRAVEYARD MARKERS
JP SS
CS403
2026.05.04
BID DOCUMENTS
BID DOCUMENTS
MAY 04, 2026
TYPICAL HAIRLINE CRACK REPAIR AT STONE
NOT TO SCALE
DETAIL HAIRLINE CRACK REPAIR AT STONE.DWG
B. SECTION DETAIL THROUGH CRACK AFTER REPAIRA. SECTION DETAIL THROUGH CRACK PRIOR TO REPAIR
(E) STONE
(E) CRACK IN STONE
LESS THAN 3/16"
(E) STONE
INJECT SPECIFIED GROUT
(RECESSED BELOW
STONE SURFACE)
PROTECT AND KEEP FRONT OF
CRACK AND ADJACENT SURFACES
CLEAR OF GROUT
TYPICAL SECTION DETAIL AT REPOINTING
NOT TO SCALE
DETAIL REPOINTING.DWG
NEW MORTAR
(E) STONE
HAND TOOL (E) MORTAR BACK
TO SOUND MATERIAL
VARIES
TYPICAL CRACK REPAIR AT STONE
NOT TO SCALE
DETAIL CRACK REPAIR AT STONE.DWG
(E) STONE
(E) STONE
FILL WITH SPECIFIED PATCHING
MORTAR, RAKE FLUSH WITH
SURFACE OF STONE
(E) CRACK IN STONE
GREATER THAN 3/16"
B. SECTION DETAIL THROUGH CRACK AFTER REPAIRA. SECTION DETAIL THROUGH CRACK PRIOR TO REPAIR
VARIES VARIES
TYPICAL DUTCHMAN REPAIR
NOT TO SCALE
DETAIL DUTCHMAN REPAIR.DWG
B. SECTION PRIOR TO REPAIRA. ELEVATION PRIOR TO REPAIR
B B
D. SECTION AFTER REPAIRC. ELEVATION AFTER REPAIR
D D
VARIES
EQ
EQ
VARIES
E) STONE
(E) SPALL
SAW CUT SQUARE
(E) STONE
STONE DUTCHMAN. TOOL
FACE TO MATCH ADJACENT
STONE SURFACE
1/16" MAX. MORTAR JOINT.
POINT WITH PATCHING
MORTAR TO MATCH STONE
1/4" SS THREADED ROD
INSTALLED INTO DRILLED
HOLE, SET IN EPOXY NEW MORTAR
NEW STONE DUTCHMAN
1/16" MAX. MORTAR JOINT. POINT
WITH PATCHING MORTAR TO
MATCH STONE.
1/4" STAINLESS STEEL THREADED ROD
INSTALLED INTO DRILLED HOLE,
SET IN EPOXY (INSERT AT BACK OF
DUTCHMAN). CAN BE INSTALLED
UP TO 15 DEG. FROM HORIZONTAL.
(E) STONE
LINE OF (E) SPALL
SAW CUT SQUARE
REMOVE (E) MORTAR
(LOCATION MAY VARY)
(E) STONE
3/4"
MIN 1 1/2"
TYPICAL MORTAR PATCH REPAIR
NOT TO SCALE
DETAIL MORTAR PATCH REPAIR.DWG
B. SECTION DETAIL AT SPALL REPAIRA. TYPICAL ELEVATION OF SPALL REPAIR
B B
(E) STONE
MORTAR PATCH. (TOOL
SURFACE TO MATCH
(E) STONE)
LINE OF SPALL
NEW MORTAR
(E) STONE
LINE OF (E) SPALL
HAND TOOL BACK TO CLEAN
ROUGH STONE SURFACE
MORTAR PATCH (TOOL SURFACE TO
MATCH (E) STONE)
MORTAR 1" MIN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18181Date:
Office of Design and Construction
Services
MARE ISLAND NAVAL CEMETERY
962-003
MARCH 13, 2025
IMHOFF ROAD, VALLEJO, CA, 94592
95% CONSTRUCTION
DOCUMENTS
CD1 SUBMITTAL
NOT FOR CONSTRUCTION
2026.03.13
TYPICAL REPAIR DETAILS
JP SS
CS405
2026.05.04
BID DOCUMENTS
MAY 04, 2026
A
BID DOCUMENTS
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