Part 1 of 5 - 962-003_Mare Island_ADD 005_2026-06-04.pdf

IMHOFF ROAD

SECTION DSECTION E SECTION C SECTION B

SECTION A

SECTION F

SECTION A

SECTION E

SECTION D SECTION B

SECTION C

SECTION F

10.00

10.00

10.00

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_ si te .d w g ed it:

dv an cu ra s av ed :6

/5 /2

3:

P M p lo t:6 /1

0/

:4

A 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 PONTADDENDUM 005 - BIDDING RFI RESPONSES 2026.06.05

N

0 20' 40'

LEGEND

KEY NOTES

SITE PLAN

CEMETERY

CS101

PROPERTY LIMITS

CONSTRUCTION LIMITS

BURIAL AREA

NEW FENCE

NEW CONCRETE PVMT

NEW DECOMPOSED GRANITE PATH

NEW BITUMINOUS PVMT

NEW RETAINING WALL

NEW FLOWER WATERING STATION

NEW UP-LIGHTING FIXTURE

DECOMPOSED GRANITE WALKWAY 12/C-502

CONSTRUCT 4' X 4' ENTRANCE LANDING PAD 5/C-502

NEW TRASH RECEPTACLE 10/C-501

NEW FLOWER WATERING STATION 9/C-501

NEW WHITE PICKET FENCE TO MATCH EXISTING SEE C-503.

INSTALL NEW RIP-RAP AT END OF CONCRETE FLUME EXTEND

AS SHOWN ON PLAN. SEE SHEET CE101 FOR QUANTITY.

CONSTRUCT 6" CURB PER CITY OF VALLEJO DETAIL 6/C-502.

BOOSTER PUMP PAD LOCATION (6.75' X 5'). SEE IRRIGATION

PLAN SHEET IR503.

REPLACE BITUMINOUS PAVING FROM UTILITY INSTALLATION.

SECURITY CABINET PAD LOCATION (6' X 6'). SEE

TECHNOLOGY PLAN SHEET T401.

NEW SECURITY CAMERA POLE LOCATION. SEE TECHNOLOGY

PLAN SHEET T202 AND DETAILS 1/T400 AND 6/T400.

REMOVE, REFURBISH, AND REINSTALL IRON ROD FENCE.

SEE SHEETS CS407 AND CS409.

REPLACE 10 LF OF CHAINLINK FENCE REMOVED FOR UTILITY

INSTALLATION.

PEDESTRIAN RAMP ENTRANCES. SEE DETAILS 1, 2, AND 3 ON

SHEET C-502.

NEW CEMETERY DIRECTORY

NEW MAILBOX

M A

TC

H

LI

N

E

S H

E E

T C

S

NEW CEMETERY

REGULATIONS SIGN

BF DV

CS102

END PHASE 1 CURB

REPLACEMENT

AT PROPERTY LINE

AutoCAD SHX Text

FENCE ALONG EDGE OF BITUMINOUS

AutoCAD SHX Text

FENCE ALONG EDGE OF BITUMINOUS

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

BITUMINOUS CURB

AutoCAD SHX Text

LT

AutoCAD SHX Text

LT

AutoCAD SHX Text

LT

AutoCAD SHX Text C 80261

AutoCAD SHX Text

LT

CO

CO

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 69.04

TP 69.14

FG 69.49

FG 69.39

TP 68.98

TP 69.08

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 bf ie ld av ed :6

/1 0/

:2

A lo t:6

/1 0/

:2

A

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 PONTADDENDUM 005 - BIDDING RFI RESPONSES 2026.06.05

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

SECTION A

C 80261

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 bf ie ld av ed :6

/1 0/

:4

A lo t:6

/1 0/

:2

A

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 PONTADDENDUM 005 - BIDDING RFI RESPONSES 2026.06.05

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 C-501

9A

C-501

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"

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 11/C-501

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 TRASH RECEPTICLE PAD

NTS

1/4"Ø HOLES TO RECEIVE

3/16"Ø X 2" SS TAMPER-PROOF

SCREWS WITH EXPANSION

SHIELD SCREWS LOCATED AT

TOP AND BOTTOM OF SIGN, TYP.

3/4" HT. LETTERING; OPTIMA

BOLD TYPE FACE

1/8" THICK ALUMINUM SIGN PANEL;

BLACK BACKGROUND W/ WHITE TEXT

AND RED & WHITE SYMB., TYP.

NOTE:

1. (4) SIGNS TO BE INSTALLED ON

FLOWER WATERING STATION POST;

SEE 9/C-501.

11 FLOWER WATERING STATION SIGN PANEL

NTS

R2"

AutoCAD SHX Text C 80261

AutoCAD SHX Text Do Not Drink

AutoCAD SHX Text No Tome El Agua

AutoCAD SHX Text Do Not Drink

AutoCAD SHX Text No Tome El Agua

AutoCAD SHX Text Trash

AutoCAD SHX Text Do

AutoCAD SHX Text Not

AutoCAD SHX Text Drink

AutoCAD SHX Text No

AutoCAD SHX Text Tome

AutoCAD SHX Text El

AutoCAD SHX Text Agua

AutoCAD SHX Text Not

AutoCAD SHX Text Drink

AutoCAD SHX Text No

AutoCAD SHX Text Tome

AutoCAD SHX Text El

Agua