Part 7 of 9 - 962-003_Mare Island_BD_FULL_2026-05-104.pdf
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- Solicitation number
- 36C78626R0059_1
About this file
These are Bid Documents for civil construction work at Mare Island Naval Cemetery in Vallejo, California, issued by the U.S. Department of Veterans Affairs, Office of Design and Construction Services. The project number is 962-003 and the documents were issued on May 4, 2026, with the architect/engineer of record being Anderson Engineering of Minnesota, LLC.
The bid documents contain comprehensive grading plans, section drawings, utility plans, erosion and sediment control specifications, and construction details for cemetery renovation work. Key project elements include: overall cemetery grading and drainage design across multiple sections (A through F) with detailed spot elevations and grade change lines; new fence installation with specifications for both level and sloped terrain; flower watering stations with pressure-reducing regulators and 3/4-inch copper supply lines; storm and sanitary sewer connections including 6-inch HDPE piping, drain tile systems with slopes ranging from 0.8% to 9.4%, and cleanout details; concrete pads for equipment and trash receptacles; pedestrian ramps and pavement specifications; riprap installation details for pipe ends; erosion control measures including silt fencing, bio-rolls, inlet protection, and construction entrance requirements with limits on disturbed acreage (0.20 acres maximum at any time); landscape restoration with specified tree and shrub plantings including roses and ornamental trees; and monument, vault, and headstone protection requirements with minimum 1-foot grade disturbance buffers. The documents reference related sheets for electrical details, specifications sections, and additional construction details. The project involves phased construction with restoration of turf areas using topsoil, erosion control blankets, and seed per the restoration plan.
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IMHOFF ROAD
5.
0%
5.0%
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
SECTION DSECTION E SECTION C SECTION B
SECTION A
SECTION F
SECTION A
SECTION E
SECTION D SECTION B
SECTION C
SECTION F
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
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dw g ed it:
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:5 /4
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2:
P
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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 20' 40'
1. NEW SPOT ELEVATIONS ARE TO TOP OF FINISHED SURFACE
UNLESS OTHERWISE NOTED IN LEGEND.
2. TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING
UTILITIES. LOCATIONS OF UTILITIES SHOWN BASED ON SURVEY
AND AS-BUILT INFORMATION AND MAY NOT REPRESENT ACTUAL
CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR UTILIZING
UTILITY LOCATES PRIOR TO STARTING ANY WORK.
3. SEE SHEET CE101 FOR EROSION CONTROL PLAN.
GRADING NOTES
OVERALL CEMETERY
GRADING PLAN
CG101
LEGEND
PROP LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
BURIAL AREA
GRADE CHANGE LINE
NEW FENCE
FLOWER WATERING STATION
M
AT
C H
LI
N
E
- S
H
EE
T C
G
CG102
CG104
CG103
BF DV
1/CG104
SECTION F SECTION E SECTION D SECTION C SECTION B
SECTION A
CO
CO
CO
CO
CO SECTION C SECTION B
SECTION BSECTION C
.3
.1
.3
.9
.4
.4
.7
.8
9.
6%
.8
7.
7%
.4
.3
.4
GC 43.69
GC 44.04
GC 45.21
GC 53.87
GC 59.37
GC 67.91
GC 68.20
GC 59.08
GC 53.57
GC 44.92
GC 44.40
GC 52.02
GC 58.64GC 57.68
GC 54.03
GC 50.45
GC 43.44
GC 63.08 GC 64.04
GC 68.57
GC 68.07
BW (ME) 69.28± BW (ME) 69.53±
BW (ME) 68.97±
TW (ME) 68.72±TW (ME) 70.89±TW (ME) 71.00±
GC 48.72
GC 44.23
GC 42.72
GC 52.02
GC 54.78
GC 58.07
GC 63.25
GC 67.58
GC 69.75
GC 69.75 BW (ME) 69.51±
TW (ME) 70.60 HP 71.66
G 39.67± G 40.12±
G 38.77± G 38.81±
TP 39.72
GC 55.29
GC 48.79
GC 49.76
GC 60.36GC 59.40
GC 65.93
GC 66.04
GC 62.07GC 61.11
GC 50.47
TW (ME) 69.94±
BL 66.20GC 65.91
.0
TP 39.59
TP 39.74
TP 39.69
TP 39.53
TP 39.56
TP 47.26
TP 47.28
TP 46.95
TP 46.93
TP 41.19
TP 41.03
TP 56.91
TP 56.97
TP 56.57
TP 56.51
TP 70.38
TP 70.32
TP 69.69
BW (ME) 69.55±
GC 71.09
FG 54.43±
FG 54.25±
FG 53.37±FG 53.20±
FG 61.11± FG 61.10±
FG 60.72±
FG 60.73±
GC 65.33
TP 69.76
7.
7%
GC 50.66GC 49.60
.1
7.
7%
.1
.5
.0
.3
.3
.3
.3
.0
.3
.3
.3
.1
.0
.3
.3
.1
.0
9.
2%
.0
.2
.0
.3
.3
.3
.5
.4
6.
9%
6.
9%
.1
.7
.0
.0
.7
.3
.5
.8
7.
8%
.0
.5
.0
FG 64.64
FG 65.04
FG 64.46
FG 64.95
FG 65.96
FG 67.41
FG 67.13
FG 62.22
FG 64.49
FG 62.06
FG 63.42 ±
FG 63.54±
FG 63.83
FG 62.61
FG 62.52
GC 58.55
GC 58.32
FG 60.68
FG 60.91
FG 58.81
FG 58.71
FG 60.02
FG 60.16
FG 66.73
FG 62.84 ±
FG 62.91 ±
FG 64.09
FG 62.67
GC 66.04
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_ gr ad in g.
dw dv an av ed
:5 /4
/2
2:
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 10' 20'
LEGEND
PROP LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
BURIAL AREA
BREAK LINE
EXISTING FENCE
FLOWER WATERING STATION
1. NEW SPOT ELEVATIONS ARE TO TOP OF FINISHED SURFACE
UNLESS OTHERWISE NOTED IN LEGEND.
2. TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING
UTILITIES. LOCATIONS OF UTILITIES SHOWN BASED ON SURVEY
AND AS-BUILT INFORMATION AND MAY NOT REPRESENT ACTUAL
CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR UTILIZING
UTILITY LOCATES PRIOR TO STARTING ANY WORK.
3. SEE SHEET CE101 FOR EROSION CONTROL PLAN.
GRADING NOTES
SPOT ELEVATION KEY
EXISTING GRADE
GUTTER FLOW LINE
TOP OF CURB
TOP OF PAVEMENT
HIGH POINT ELEVATION
GRADE CHANGE
FINISHED GRADE
RIM ELEVATION
EMERGENCY OVERFLOW ELEVATION
TOP WALL ELEVATION
BOTTOM WALL ELEVATION
MATCH EXISTING
G
TC
TP
HP
GC
FG
R
EOF
TW
BW
(ME)
WALL ELEVATIONS REFERENCE FINISHED
GRADE ADJACENT TO WALL.
GRADING - SECTION B-C
CG102
M
AT
C H
LI
N
E
- S
H
EE
T C
G
MATCHLINE - SHEET CG104
BF DV
KEY NOTES
1 MONUMENT TO REMAIN IN PLACE. DO NOT DISTURB GRADE
AT LEAST 1' FROM MONUMENT.
HEADSTONE TO REMAIN IN PLACE. DO NOT DISTURB GRADE
AT LEAST 1' FROM HEADSTONE.
1 GRADING ENLARGEMENT
1" = 5'
1/CG102 SECTION B
SECTION C
SECTION C
SE
C
TI
O
N D
SECTION A SECTION A
.8
.3
.0
.7
.0
9.4%
.6
.8
11.2%
11.2%
13.5%
14.7%
.7
.9
11.1%
.1
10.5% 12.3%
.9
.7
.4
.0
GC 57.68
GC 54.03
GC 50.45
GC 43.44
GC 63.08
GC 68.07
GC 48.72
GC 44.23
GC 42.72GC 40.64
GC 41.84
GC 46.33
GC 49.63
GC 52.02
GC 54.78
GC 52.39
GC 55.68
GC 58.07
GC 63.25GC 60.86GC 58.25
GC 53.08
GC 50.19
GC 47.43
GC 44.13
BL 39.65
GC 42.69GC 40.23
43.65
GC 46.11
GC 52.33GC 49.87
GC 53.25 GC 55.71
GC 61.61GC 59.15
GC 62.59
GC 65.20
GC 67.58
GC 69.75
GC 67.42
GC 64.20
GC 69.75
G 38.77± G 38.81±
TP 39.72
G 36.56±
G 36.37±
TP 38.31
GC 48.79
GC 59.40
GC 65.93
GC 61.11
GC 50.47GC 48.58
TP 39.59
TP 39.74
TP 39.69
TP 39.53
TP 39.56
TP 47.26
TP 47.28
TP 46.95
TP 46.93
TP 50.08
TP 50.43
TP 50.59
TP 50.95
TP 38.11
TP 43.37
TP 43.37
TP 70.38
TP 70.32
TP 69.69
TP 43.29
TP 43.29
GC 71.09
FG 54.25±
FG 53.20±
FG 61.11±
FG 60.72±
FG 64.74± FG 65.10±
FG 65.93±
FG 66.29±
.3
.3
GC 62.95
GC 65.33
BL 64.59
BL 66.84
TP 69.76
GC 49.60
.0
.2
.0
.3
.3
.3
.5
.4
6.
9%
6.
9%
.1
.7
.0
.0
.7
.3
.5
.8
7.
8%
.0
.5
.0
.0
.0
.7
.3
.5
.0
.0
.0
.0
.7
.5
.5
.0
.0
.0
.7
.1
9.
1%
.0
.7
.1
9.
1%
.1
.4
.0
.0
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_ gr ad in g.
dw dv an av ed
:5 /4
/2
2:
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 10' 20'
GRADING - SECTION D-F
CG103
M
AT
C H
LI
N
E
- S
H
EE
T C
G
MATCHLINE - SHEET CG104
M
AT
C H
LI
N
E
- S
H
EE
T C
G
BF DV
LEGEND
PROP LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
BURIAL AREA
GRADE CHANGE LINE
EXISTING FENCE
FLOWER WATERING STATION
1. NEW SPOT ELEVATIONS ARE TO TOP OF FINISHED SURFACE
UNLESS OTHERWISE NOTED IN LEGEND.
2. TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING
UTILITIES. LOCATIONS OF UTILITIES SHOWN BASED ON SURVEY
AND AS-BUILT INFORMATION AND MAY NOT REPRESENT ACTUAL
CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR UTILIZING
UTILITY LOCATES PRIOR TO STARTING ANY WORK.
3. SEE SHEET CE101 FOR EROSION CONTROL PLAN.
GRADING NOTES
SPOT ELEVATION KEY
EXISTING GRADE
GUTTER FLOW LINE
TOP OF CURB
TOP OF PAVEMENT
HIGH POINT ELEVATION
GRADE CHANGE
FINISHED GRADE
RIM ELEVATION
EMERGENCY OVERFLOW ELEVATION
TOP WALL ELEVATION
BOTTOM WALL ELEVATION
MATCH EXISTING
G
TC
TP
HP
GC
FG
R
EOF
TW
BW
(ME)
WALL ELEVATIONS REFERENCE FINISHED
GRADE ADJACENT TO WALL.
KEY NOTES
1 MONUMENT TO REMAIN IN PLACE. DO NOT DISTURB GRADE
AT LEAST 1' FROM MONUMENT.
SECTION DSECTION ESECTION F
SE
C
TI
O
N C
CO
CO
CO
.3
.9
7.
6%
.6
.8
11.1%
.1
.4
.0
.0
.3
.5
BW (ME) 69.28± BW (ME) 69.53±
BW (ME) 68.97±
TW (ME) 68.72±TW (ME) 70.89±TW (ME) 71.00±
GC 69.75
GC 67.42
GC 64.20
GC 72.15
GC 75.35
GC 77.90
TW (ME) 73.93±
BW (ME) 72.68±
GC 69.75
GC 74.06
GC 75.76
GC 71.92
GC 74.62
GC 76.31
GC 73.29
GC 69.96
GC 70.95
GC 77.62
GC 76.17
GC 73.62
GC 70.42
BW (ME) 69.51±
TW (ME) 70.60 HP 71.66
FG 74.84±FG 75.29±
TW (ME) 74.54±
BW (ME) 72.95±
TW (ME) 73.27±
FG 78.36
TW/BW (ME) 71.85±
BW (ME) 70.97±
BW ME 71.09±
GC 71.08
TW (ME) 69.94±
.3
TP 70.38
TP 70.32
TP 69.69
FG 78.87
FG 78.36
BW (ME) 69.55±
GC 71.09
.0
FG 66.29±
BW (ME) 72.95±
FG 71.90±
FG 71.98±
FG 71.37±
FG 71.26±
14.3%
8.3%
GC 74.74GC 75.64
GC 77.43 16
.7
FG 74.77±
FG 74.74±
FG 72.76±FG 72.70±
GC 74.41
GC 76.96
TP 69.76
.0
.7
.1
.4
.6
.7
.2
.3
.0
.0
.0
.0
.0
.0
.0
.2
6.
3%
CO
SECTION F
TP 61.84
FG 61.49
FG 61.55
TP 61.90
TP 62.01
TP 61.95
TP 69.03
TP 69.14
FG 69.49
FG 69.38
TP 69.00
TP 69.11
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_ gr ad in g.
dw dv an av ed
:5 /4
/2
2:
lo t:5
/4 /2
4:
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 10' 20'
GRADING - SECTION A
CG104
MATCHLINE - SHEET CG102MATCHLINE - SHEET CG103
BF DV
42" MIN.
CLEARANCE
IRRIGATION
PUMP PAD
2:1
2.0%
2:1
10%
1 IRRIGATION PUMP & SECURITY CABINET PAD GRADING
1" = 10'
2:1
42" MIN.
CLEARANCE10%
2.0%
SECURITY
CABINET PAD
LEGEND
PROP LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
BURIAL AREA
GRADE CHANGE LINE
EXISTING FENCE
FLOWER WATERING STATION
1. NEW SPOT ELEVATIONS ARE TO TOP OF FINISHED SURFACE
UNLESS OTHERWISE NOTED IN LEGEND.
2. TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING
UTILITIES. LOCATIONS OF UTILITIES SHOWN BASED ON SURVEY
AND AS-BUILT INFORMATION AND MAY NOT REPRESENT ACTUAL
CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR UTILIZING
UTILITY LOCATES PRIOR TO STARTING ANY WORK.
3. SEE SHEET CE101 FOR EROSION CONTROL PLAN.
GRADING NOTES
SPOT ELEVATION KEY
EXISTING GRADE
GUTTER FLOW LINE
TOP OF CURB
TOP OF PAVEMENT
HIGH POINT ELEVATION
GRADE CHANGE
FINISHED GRADE
RIM ELEVATION
EMERGENCY OVERFLOW ELEVATION
TOP WALL ELEVATION
BOTTOM WALL ELEVATION
MATCH EXISTING
G
TC
TP
HP
GC
FG
R
EOF
TW
BW
(ME)
WALL ELEVATIONS REFERENCE FINISHED
GRADE ADJACENT TO WALL.
KEY NOTES
1 VAULTS TO REMAIN IN PLACE. DO NOT DISTURB GRADE
AROUND VAULTS AND EXISTING RETAINING WALL.
MONUMENT TO REMAIN IN PLACE. DO NOT DISTURB GRADE
AT LEAST 1' FROM MONUMENT.
VAULT TO REMAIN IN PLACE. DO NOT DISTURB GRADE AT
LEAST 1' FROM VAULT.
SECTION A
SECTION A
SECTION BSECTION CSECTION DSECTION E
0+00
.4
.5
.9
.9 1+00
.9
.0
.9
.0
2+00
.3
.4
3+00 3+05
.3
0+00
.7
.8
.4
.9
1+00
.0
.0
.8
.3
2+00
.5
.7
.8
.6
3+00
.7
3+12
.6
0+00
.5
.8
.6
1+00
.9
.7
.0
.8
2+00
.1
.8
.2
.1
3+00
.0
3+12
0+00 1+00 2+00 3+00 3+12
.7
0+00
.6
.1
.2
.2
1+00
.7
.1
.9
.5
2+00
.9
.9
.4
.3
3+00
.5
3+07
.4
0+00
.2
.0
.3
1+00
.1
.0
.5
.9
2+00
.5
.3
.6
2+94
.9
0+00
.6
.0
.9 1+00
.9
.5
.3
.7
2+00
.5
.3
.3
2+75
1 SECTION B
SCALE V/: 1" = 8' H: 1" = 20'
2 SECTION C
SCALE V/: 1" = 8' H: 1" = 20'
3 CENTER PATH
SCALE V/: 1" = 8' H: 1" = 20'
4 SECTION D
SCALE V/: 1" = 8' H: 1" = 20'
5 SECTION E
SCALE V/: 1" = 8' H: 1" = 20'
6 SECTION F
SCALE V/: 1" = 8' H: 1" = 20'
LEGEND
NEW GRADE
EXISTING GRADE
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 -s ec tio ns .d w dv an av ed :5
/4 /2
:2
AM
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
SECTION GRADING PROFILES
CG401
BF DV
BACK OF
CURB LINE
BACK OF
CURB LINE
BACK OF
CURB LINE
BACK OF
CURB LINE
BACK OF
CURB LINE
BACK OF
CURB LINE
NEW
FENCE
NEW
FENCE
EXISTING
RETAINING WALL
TO REMAIN
DRAIN TILE
DRAIN TILE
NEW
FENCE
DRAIN TILE
NEW
FENCE
DRAIN TILE
NEW
FENCE
DRAIN TILE
NEW
FENCE
DRAIN TILE
NEW
FENCE
DRAIN TILE
NEW
FENCE
NEW
FENCE
NEW
FENCE
NEW
FENCE
NEW
FENCE
FLAG POLE
DRAIN TILE
DRAIN TILE
DRAIN TILE
DRAIN TILE
EXISTING
RETAINING WALL
TO REMAIN
EXISTING
RETAINING WALL
TO REMAIN
PROPERTY
LINE
PROPERTY
LINE
PROPERTY
LINE
SECTION DSECTION E SECTION C SECTION B
SECTION A
SECTION F
SECTION A
SECTION E
SECTION D SECTION B
SECTION C
SECTION F
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_ er os io n.
dw dv an av ed
:5 /4
/2
:5 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 20' 40'
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
EXISTING SPOT ELEVATION
DRAINAGE ARROW
SILT FENCE
INLET PROTECTION
CONSTRUCTION ENTRANCE
BIO ROLL
KEY NOTES
INSTALL AND MAINTAIN SILTFENCE PERIMETER SEDIMENT
PROTECTION IN TURF AREAS. USE BIO-ROLLS AS NEED IN
PAVED AREA. SEE DETAIL 1/C-501.
INSTALL AND MAINTAIN INLET SEDIMENT PROTECTION.
SEE DETAIL 2/C-501.
INSTALL TEMP ROCK ENTRANCE OR HARD SURFACE
ASPHALT/CONCRETE AT CONSTRUCTION INGRESS &
EGRESS LOCATION PRIOR TO EXCAVATION. MAINTAIN
THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS.
SEE DETAIL 3/C-501.
INSTALL TEMPORARY BIO-ROLL EROSION PROTECTION
FOR PHASED DISTURBED SECTIONS WITHIN THE BURIAL
LIMITS. SEE DETAIL 4/C-501.
INSTALL MIN. 6 CUBIC YARDS OF PERMANENT RIPRAP AT
CONCRETE SWALE ENDS. SEE DETAIL 16/C-502.
INSTALL MIN. 5 CUBIC YARDS OF PERMANENT RIPRAP AT
8" HDPE FLARED END PIPE. SEE DETAIL 17/C-502.
EROSION & SEDIMENT
CONTROL PLAN
CE101
GENERAL NOTES
1. CONTRACTOR TO PHASE CONSTRUCTION AS TO NOT
DISTURB MORE THAN 0.20 ACRES OF SOIL AT ANY TIME.
2. DISTURBED AREAS TO RECEIVE TOPSOIL, EROSION
CONTROL BLANKET, AND SEED PER RESTORATION PLAN.
BF DV
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
SECTION DSECTION E SECTION C SECTION B
SECTION A
SECTION F
SECTION A
SECTION E
SECTION D SECTION B
SECTION C
SECTION F
R. 68.60 I. 67.27
R. 58.00
I. 56.50 6" SE
I. 48.70 8" NE
R. 36.00 I. 34.50 6" E
I. 32.00 8" SW
I. 32.00 8" N
R. 41.70 I. 40.20
I. 31.00 8" S
R. 39.63 I. 38.13R. 38.80
I. 37.30
R. 36.52 I. 35.02
100 LF 6" DT @ 0.8%
70 LF 4" DT @ 3.2%100 LF 6" DT @ 3.5%81 LF 6" DT @ 8.6%
167 LF 8" HDPE @ 10.0%
(SOLID)
45 LF 8" HDPE @ 2.2%
(SOLID)
R. 40.00 I. 34.60
R. 62.80 I. 61.30 6" (N)
I. 59.90 9" (NE) EX
R. 71.33 I. 70.00
78 LF 6" HDPE @ 9.4%
(SOLID)
R. 71.00 I. 69.50
60 LF 4" DT @ 0.8%
R. 68.50 I. 67.00
R. 65.00 I. 63.50
100 LF 6" DT @ 2.1%
100 LF 6" DT @ 2.3%
22 LF 6" DT @ 2.4%
BOOSTER PUMP
PAD LOCATION
SEE IRRIGATION
FOR DETAILS
EXISTING WELL
LF
" A W
W A
C
W
AT
ER
M
AI
N
BU
R Y
3' M
IN
INSTALL
RIP RAP
INSTALL
RIP RAP
INSTALL
RIP RAP
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_ ut ilit y.
dw dv an av ed :5
/4 /2
:4 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 20' 40'
LEGENDLEGEND
PROPERTY LIMITS
EXISTING STORM SEWER
EXISTING SANITARY SEWER
EXISTING WATERMAIN
EXISTING ELECTRIC
EXISTING FENCE
EXISTING GUARD RAIL
EXISTING HYDRATE AND GV
EXISTING STORM SEWER INLET
PROPOSED FWS
PROPOSED STORM SEWER
PROPOSED SANITARY SEWER
PROPOSED WATERMAIN
PROPOSED FENCE
KEY NOTES
UTILITY PLAN - CEMETERY
CU101
NEW FLOWER WATERING STATION. SEE DETAIL 9/C-501.
WET TAP AND CONNECT TO EXISTING 12" WATER MAIN.
INSTALL WITH 4" GV.
INSTALL 45° BEND AS SHOWN.
INSTALL 22.5° BEND AS SHOWN.
LIGHT POLES. SEE ELECTRICAL DETAIL 4/E-501.
CONNECT SOLID 6" HDPE TO EXISTING MANHOLE VIA
CORE DRILL.
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_ de ta ils
.d w 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
DETAILS
C-501
NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO
WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR
WOOD POSTS WITH STAPLES.
DIRECTION OF
RUNOFF FLOW
2' M
IN
ENGINEERING FABRIC
FABRIC ANCHORAGE TRENCH
BACKFILL WITH TAMPED
NATURAL SOILMETAL OR WOOD
POST OR STAKE
WIRE MESH
REINFORCEMENT
(OPTIONAL)
TYPICAL INSTALLATION
NATURAL SOIL
6" M
IN
6" MIN.
50' MINIMUM
AS REQUIRED
6" M
IN
IM
U M
1"-2" WASHED ROCK
1" (25 mm) REBAR
FOR BAG REMOVAL
FROM INLET
EXPANSION RESTRAINT
[1/4" (6 mm) NYLON ROPE, 2" (51 mm) FLAT
WASHERS]
2 EACH DUMP
STRAPS
DUMP STRAP
SILT SACK
1 SILT FENCE
NTS 2 INLET PROTECTION
NTS 3 CONSTRUCTION ENTRANCE
NTS
3' TO 5' ABOVE
TOE OF SLOPE
3' TO 5' BELOW
TOP OF SLOPE
TOP OF SLOPE
TOE OF SLOPE
STAGGER JOINTS
5'-0" TO 10'-0"
BIOROLL,TYP.
NOTE:
1. WHERE SLOPE LENGTH IS LESS THAN 12',
PLACE ONE BIOROLL ±24" ABOVE
MIDPOINT OF SLOPE.
2. MAINTAIN MIN. OF 3' AND MAX. OF 5'
BETWEEN BIOROLL.
4 BIO ROLL ON SLOPE
NTS
1' SPACING OF
STAPLES
EXTEND MATTING
OVER SIDES AND TOP
OF MULCHED AREA
1' SPACING OF
STAPLES
12"
MIN.
OVERLA
P
5' M
AX.6' M
IN.
OVERLA
P
5' SPACING OF
STAPLES ALONG
EACH EDGE AND
DOWN CENTER
NOTE:
1. COVER MULCH WITH JUTE
NETTING.
2. PIN JUTE NETTING TO GRADE ON
UPHILL SIDE .
3. INSTALL FINAL LAYER OF MULCH.
TREE PROTECTION
AREA - DO NOT ENTER
TEMPORARY
FENCING
FENCE POST
TEMPORARY
SIGNS
CRITICAL ROOT ZONE
TREE PROTECTION AREA
1. UNDER THE GUIDANCE OF AN CERTIFIED ARBORIST AND THE COR, ERECT
TEMPORARY POSTS, FENCING AND SIGNS AT THE CRITICAL ROOT ZONE LIMIT
OR AS DIRECTED OTHERWISE.
2. TREE PROTECTION SHALL BE ERECTED TO PROVIDE A CONTINUOUS
BARRICADE BETWEEN THE TREE AND WORK AREA PRIOR TO ANY
CONSTRUCTION ACTIVITY.
3. ANY WORK REQUIRED WITHIN THE CRITICAL ROOT ZONE AREA SHALL BE
CONDUCTED UNDER FULL TIME OBSERVATION OF A CERTIFIED ARBORIST.
4. REFER TO SPECIFICATION SECTION 02 35 00 TREE PROTECTION AND
PRESERVATION FOR ADDITIONAL REQUIREMENTS.
6" 6"
NOTES:
1. COVER BIOROLL WITH JUTE NETTING.
2. TERMINATE JUTE NETTING AT TOE OF SLOPE.
KEY TRENCH AT
TOP OF SLOPE
KEY TRENCH AT
TOE OF SLOPE
FASTNER
KEY TRENCH BACKFILL
AND TAMP SOIL
JUTE NETING
BREAK POINT
@ TOP OF SLOPE
3'-0" MIN.
6" 6"
FASTNER
KEY TRENCH BACKFILL
AND TAMP SOIL
JUTE NETING
BREAK POINT
@ TOE OF SLOPE
8" - 10"
M
IN.
SLOPE
STAKE
BIOROLL
FASTENER, TYP.
TOPSOIL
JUTE NETTING
5 JUTE NETTING ON SLOPE
NTS 6 JUTE NETTING TRENCH
NTS 7 JUTE NETTING OVER BIO ROLL
NTS 8 TREE PROTECTION
NTS
9B C501
9A
C501
1'-6"
3'-0"
3' -0
4'-0"
1' -6
6" 1'
-4 1 4"
1'-6" 2'
-0
1'-6"
2' -4
3"
6" 1'
-4 1 4"
7 12"
R2"
3' -0
1'-6"
2' -0
1'-6"
ARCH. PRE-CAST CONC. POST 7-1/2" SQ. X 7'-6"
W/ 1" CHAMFER @ ALL EXPOSED CORNERS &
3/8" RECESSED AREA (4 1/4" X 6-3/4" X 3/8" DP) (2
SIDES); CAST W/ (3) #3 REBAR EQUALLY
SPACED, FINISH AS SPECIFIED
DRAINAGE FILL (12" MIN. DEPTH),
COMPACTED
FILTER FABRIC,
12" MINIMUM DEPTH
1/2" COPPER TUBING CAST
INTO CONCRETE SIGN POST FOR
CONNECTIONS AFTER
INSTALLATION
CONCRETE FOOTING
COMPACTED SUBGRADE
1/8" THICK ALUMINUM SIGN PANEL; SEE SPEC. FOR
MATERIALS & COPY COLOR & FINISH
CONCRETE PAVING
4" AGGREGATE BASE,
COMPACTED TO 95% RD.
12" X 22" CONCRETE
VALVE BOX WITH METAL LID.
SEE PLANS FOR LOCATION.
FINISHED GRADE
3' -0
BRASS PRESSURE
REDUCING REGULATOR
3/4" COPPER DOMESTIC
WATER SUPPLY LINE
GATE VALVE7 12"
1' -2
SMOOTH FINISH
BRONZE SPIGOT
CONCRETE FLUSH TO
GRAVEL WALKWAY
FILTER FABRIC,
12" MINIMUM DEPTH
1/2" COPPER TUBING CAST
INTO CONCRETE SIGN POST FOR
CONNECTIONS AFTER
INSTALLATION
CONCRETE FOOTING
COMPACTED SUBGRADE
FLOWER WATER STATION SECTION 9A
NOT TO SCALE
FLOWER WATER STATION SECTION 9B
NOT TO SCALE
FLOWER WATER STATION PLAN VIEW
NOT TO SCALE
DRAINAGE FILL
1' RADIUS
EDGE OF
GRAVEL WALKWAY
9 FLOWER WATERING STATION DETAILS
NTS
1'-6"
4" AGGREGATE BASE,
COMPACTED TO 95% RD.
6" CONCRETE
PAVING
3' -0
3'-0"
10 TREASH RECEPTICLE PAD
NTS
6.
10.00
3.00
3.00
6.
3.003.00
10.00
6.
10.00
3.00
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_ de ta ils
.d w 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
DETAILS
C-502
0" CURB HEIGHT AT PEDESTRIAN RAMP
FULL CURB HEIGHT
VARIABLE HEIGHT CURB
EXPANSION JOINT
ENTRANCE RAMP KEY NOTES
3.00
1 WEST ENTRANCE
1" = 5' 2 CENTER ENTRANCE
1" = 5' 3 EAST ENTRANCE
1" = 5'
6 VALLEJO CITY CURB DETAIL
NTS
#4 BARS @ 12" T+B
10 REBUILT INTERMENT ENCLOSURE CURB
NTS
MINIMUM 3" SAND
OR GRAVEL CUSHION
12 DECOMPOSED GRANITE PATH
NTS
3" MIN.
7 DRAINTILE DETAIL
NTS 8 DRAINTILE END OF LINE & INLINE CLEANOUT
NTS
IN LINE CLEANOUT END OF LINE CLEANOUT
100' MAX
100' MAX.
4" PVC
6"x4" RED.
LONG SWEEP
90° BEND
LONG SWEEP
90° BEND
WYE MAIN LINE
SEWER FINISHED GRADE
3" PEA GRAVEL
9 INTERMENT ENCLOSURE CROSS SECTION
NTS
3" PEA GRAVEL
TOP SOIL
SEE LANDSCAPE
PLAN FOR DEPTH
TOP SOIL
SEE LANDSCAPE
PLAN FOR DEPTH
2 " CALTRANS SEC 39-2
BITUMINOUS WEAR (MIN.)
CALTRANS SEC 92 TACK COAT
2" CALTRANS SEC 39-2
BITUMINOUS NON-WEAR (MIN.)
8" CALTRAN CLASS II AGGREGATE BASE (MIN.)
11 BITUMINOUS PAVING SECTION
NTS
3" MIN.
3" CLR. MIN.
4"
3" 3"
3" CLR. MIN.
4" MIN. FROM
TOP OF GRADE
VARIES
MATCH
HISTORICAL
95% COMPACTED
SUBGRADE
4" CALTRANS SEC 26 CLASS 2
AGGREGATE BASE (MIN.)
4" COMPACTED DECOMPOSED
GRANITE PATHWAY MIX
#57 STONE
12"
MIN.
PERFORATED HDPE
DRAINTILE PER PLAN
12"
3"
MIN.
6" PEA
GRAVEL
BUFFER
4"
VARIES
6" PEA
GRAVEL
BUFFER
4"
6" PEA
GRAVEL
BUFFER
VARIES
VARIES
TOP SOIL
SEE LANDSCAPE
PLAN FOR DEPTH
FREE DRAINING
BACKFILL
GEOTEXTILE FABRIC
OVERLAP AT TOP 6"
CLASS B
CONCRETE
COLLAR
CLASS B CONC.
COLLAR
SEWER
CHRISTY G-5 BOX (IN TRAFFIC
AREAS & DRIVEWAYS) OR CHRISTY
F-8 BOX (IN NON-TRAFFIC AREAS &
SIDEWALK). MARK "SEWER" WITH
TWO (2) OPEN HOLES
4" PVC
6"x4" RED.
13 CONCRETE EQUIPMENT PAD
NTS
95% COMPACTED
SUBGRADE
6" CALTRANS SEC 26 CLASS 2
AGGREGATE BASE (MIN.)
8" CONCRETE PAD
4000 PSI, 6% AIR ENTRAINED
4 PEDESTRIAN RAMP PROFILE
1" = 5'
1 332 2
5 PEDESTRIAN PAVEMENT
NTS
95% COMPACTED
SUBGRADE
4" CALTRANS SEC 26 CLASS 2
AGGREGATE BASE (MIN.)
4" CONCRETE PAD
4000 PSI, 6% AIR ENTRAINED
SUBGRADE TO BE TESTED & APPROVED BY GEOTECHNICAL
CONSULTANT, OR THEIR REPRESENTATIVE.
NOTE
1. APPLY TACK COAT ALONG ALL POINTS WHERE
PROPOSED PAVEMENTS MEET EXISTING
PAVEMENTS.
17 RIP RAP DETAIL
NTS
DIA. OF
PIPE (IN.) L (FT.)
CONCRETE
QUANTITY
(C.Y.)
MINIMUM RIPRAP REQUIRED
TIE THE LAST 6 JOINTS ON INLET AND OUTLET PIPES
AND BED IN GRANULAR MATERIAL. ANY COVER LESS
THAN 2' OVER TOP OF PIPE SHALL BE GRANULAR
MATERIAL.
SECTION A-A
SECTION B-B
NOTE:
ONE CUBIC YARD IS
APPROXIMATELY 1.4 TONS.
PLAN
1' (12"-27" DIA. PIPE)
1.5' (30" AND LARGER PIPE)
RIPRAP
NONWOVEN GEOTEXTILE
FABRIC
1' (12"-27" DIA. PIPE)
1.5' (30" AND LARGER PIPE)
RIPRAP
NONWOVEN GEOTEXTILE FABRIC
EXTEND 1' UNDER FES
D
IA
D
IA
B
A
BL
2'
2'
Z Z
Z
Z
CONTROL JOINT
EXPANSION JOINT
PROVIDE EXPANSION JOINTS AT CURB AND SIDEWALK CONNECTION.
PROVIDE CONTROL JOINTS PER SPECS.
1/8" R (TYP)
D /4
1/8"
3/8"
JOINT SEALER PER
SPEC SECTION 321373
PREMOULDED EXPANSION JOINT FILLER
CONFORMING TO SPEC SECTION 321373
NOTE: JOINTS CAN BE SAW CUT.
14 JOINTING DETAIL
NTS
SWALE
16 VALVE ASSEMBLY DETAIL
NTS15 TRNECH DETAIL
NTS
8'-0",TYP.
17 PICKETS TO BE EQUALLY SPACED BETWEEN CENTER OF POSTS
SALVAGE AND REINSTALL ALL EXISTING FINIALS
END PICKET TO BE CENTERED ON POST, TYP.
3' -0
VA
R
IE
S M
IN
IM
U M
M
AX
IM
U
M
FINISH GRADE
6" 3"
4' -6
3' -0
1 8 "RAILS
CONCRETE FOOTER
FINIAL
FINISH GRADE
RAILS
CONCRETE FOOTER
1" 1"
3"3"
3' -3
1 2 "
5 1/2"
3"
1 1/4"
1/2"
1/2"
FINIAL
FINISH GRADE
BOTTOM RAIL
CONCRETE FOOTER
TOP RAIL
PICKET
FINIAL
RAILS
PICKETS
CONCRETE FOOTER
POST
1'-6"
1/
2"
1/ 2"
5 1/2"
FRONT SECTION-ELEVATION
PLAN ELEVATION
POST
6"
FRONT ELEVATION ON SLOPE
FINISH GRADE
RAILS
SALVAGE AND REINSTALL ALL EXISTING FINIALS
END PICKET TO BE CENTERED ON POST, TYP.
POSTS AND PICKETS SHALL
REMAIN UPRIGHT ON ALL SLOPES
THROUGHOUT THE CEMETERY.
1/
2"
1/ 2"
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
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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
DETAILS
C-503
1 WOOD FENCE DETAIL, BACK
1" = 1' 2 WOOD FENCE DETAIL, FRONT & PLAN
1" = 1' 3 WOOD FENCE DETAIL, SECTION
1" = 1'
CS503
CS503
CS503
CS503
CS503
4 WOOD FENCE DETAIL, FRONT ON SLOPE
1" = 1'
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
2' F
R O
M B
AC
K
O F
C U
R B
TO
F
EN
C
E
LI
N E
3' F
R O
M F
EN
C
E
LI
N E
3' F
R O
M F
EN
C
E
LI
N E
3' F
R O
M F
EN
C
E
LI
N E
3' F
R O
M F
EN
C
E
LI
N E
2' F
R O
M B
AC
K
O F
C U
R B
TO
F
EN
C
E
LI
N E
3' F
RO
M
F
EN
CE
L
IN
E
3' F
R O
M B
AC
K
O F
C U
R B
3' F
R O
M B
AC
K
O F
C U
R B 3'
F R
O M
B
AC
K O
F C
U R
B
3' F
R O
M B
AC
K
O F
C U
R B
3' F
R O
M B
AC
K
O F
C U
R B
2' F
R O
M B
AC
K
O F
C U
R B
Af
Mg
Me
Me
Mg
Af
Me
Ru
Ru
Ra
Ra 34
Ra
Ra
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 la c ad fi le s\ _0 sh ee ts
\1
_p ln t.d w js ch m itz er le av ed :4
/2 8/
:1
PM
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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 20' 40'
LEGEND
RESTORATION SITE PLAN
LP101
PROPERTY LIMITS
CONSTRUCTION LIMITS
BURIAL AREA
FENCE
SOD WITH IRRIGATION
HYDROMULCH
ROCK MULCH
RETAINING WALL
FLOWER WATERING STATION
M
AT
C H
LI
N
E
- S
H
EE
T
LP
BF DV
SYMBOL CODE QTY COMMON / BOTANICAL NAME CONT. SIZE
TREES
Af 10 PEPPERMINT TREE
AGONIS FLEXUOSA B&B 2 - 1/2" CAL.
Mg 5 GREEN SHOWERS MAYTEN TREE
MAYTENUS BOARIA 'GREEN SHOWERS' B&B 2 - 1/2" CAL.
Me 11 NEW ZEALAND CHRISTMAS TREE
METROSIDEROS EXCELSA B&B 2 - 1/2" CAL.
SYMBOL CODE QTY COMMON / BOTANICAL NAME CONT SIZE
DECIDUOUS SHRUBS
Ru 94 SUNBEAM VERANDA® ROSE
ROSA X 'KORFLOCI52' CONT. 2 GAL.
Ra 166 JOLIE VERANDA® ROSE
ROSA X 'KORFLOCI54' CONT. 2 GAL.
PLANT SCHEDULE CEMETERY
File details come from the government source that posted it. Updated .