Part 5 of 9 - 962-003_Mare Island_BD_FULL_2026-05-104.pdf

BOX TOMB FOUNDATION DETAIL

NOT TO SCALE

DETAIL BOX TOMB FOUNDATION .DWG

STONE SUPPORT

GRADE

2" M

IN

BRICK FOUNDATION,

SET IN SAND AND GRAVEL

STONE MARKER

SETTING PIN REPAIR

NOT TO SCALE

DETAIL PIN REPAIR.DWG

TABLET

BASE

3" MIN

FROM EDGE

NEW MORTAR TO MATCH EXISTING IN

COLOR, SIZE, AND PROFILE

EQ

EQ

NON-STAINING SPACERS AS NEEDED

FOR LEVEL INSTALLATION

1/2" STAINLESS STEEL THREADED ROD

INSTALLED INTO DRILLED HOLE,

SET EQUIDISTANT BETWEEN BASE AND TABLET,

SET IN EPOXY

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

CS406

2026.05.04

BID DOCUMENTS

MAY 04, 2026

A

BID DOCUMENTS

A-2-416 WATSON, JAMES MUIR

VIEW FROM WEST - MARKER A-2-416

NOT TO SCALE

DETAIL A-2-416.DWG

VIEW FROM EAST - MARKER A-2-416

NOT TO SCALE

DETAIL A-2-416.DWG

REPLACE THIS SECTION OF COLLAR

MORTAR JOINT AT COLLAR SEGMENTS

SET COLLAR IN BED OF MORTAR

WITH JOINTS AT TOP AND BOTTOM

VIEW FROM SOUTH - MARKER A-2-416

NOT TO SCALE

DETAIL A-2-416.DWG

VIEW FROM NORTH - MARKER A-2-416

NOT TO SCALE

DETAIL A-2-416.DWG

RESET EXISTING COLLAR SEGMENT

SECTION DETAIL - MARKER A-2-416

NOT TO SCALE

DETAIL A-2-416.DWG

MORTAR JOINTS AT

REPLACEMENT SECTION

OF COLLAR

GENERAL NOTES:

1. USE EXISTING MARBLE COLLAR TO RECREATE DAMAGED QUARTER

2. PATCH BREAK

3. SET EXISTING AND NEW SECTIONS OF COLLAR IN MORTAR TO SECURE;

REPOINT JOINTS

A-1-671A LEWIS PLOT FENCE

GENERAL NOTES:

1. REPAIR AND RESTORE CAST IRON FENCE AT LEWIS PLOT:

- SALVAGE EXISTING FENCE

- REPAIR AND REPLACE HEAVILY DAMAGED OR LOST ELEMENTS INCLUDING

POSTS, RAILS, AND FINIALS

- TREAT FOR CORROSION AND APPLY CORROSION-RESISTANT COATING

- RE-INSTALL FENCE SQUARE AND LEVEL WITH GRADE

- INSTALL NEW EMBEDDED CORNER POSTS AS NEEDED

- RE-INSTALL GATE TO RESTORE LATCH OPERABILITY

PLAN - MARKER A-2-416

NOT TO SCALE

DETAIL A-2-416_04.DWG

REPLACE THIS SECTION OF COLLAR

RESET THIS SECTION OF COLLAR

AND PATCH BREAK 11

- PLAN - FENCE A-1-671A

NOT TO SCALE

DETAIL A-1-671A_16.DWG

ELEVATION DETAIL - FENCE A-1-671A

NOT TO SCALE

DETAIL A-1-671A_16.DWG

(E) WROUGHT IRON GATE

(E) SQUARE POSTS, TYP OF 6

SQUARE POST WITH FINIAL

WROUGHT IRON PANEL WITH

RAILS AND PICKETS

FLAT BAR POST BRACE

FLAT BAR POST WITH FINIAL

(E) WROUGHT IRON FENCE

(E) POST BRACE

(E) FLAT BAR POST, TYP OF 2

'-9

/2

" V

IF

10'-2 3/4" VIF

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

REPAIR DETAILS

JP SS

CS407

11 8

13 10

2026.05.04

BID DOCUMENTS

MAY 04, 2026

A-2-422 DAVIDS, ADELINE COY

VIEW FROM NORTHWEST - MARKER A-2-422

NOT TO SCALE

DETAIL A-2-422.DWG

LOCATIONS OF MISSING SCROLLS

SCROLL DETAIL - MARKER A-2-417

NOT TO SCALE

DETAIL A-2-422.DWG

SIMILAR SCROLL

GENERAL NOTES:

1. REPLACE MISSING SCROLLS AT WEST SIDE, TYP OF 2

(SEE MARKER A-2-417 FOR SIMILAR DESIGN)

2. REPOINT OPEN JOINTS

A-2-421 TURNER, ANNA KEY

GENERAL NOTES:

1. REPLACE MISSING ELEMENT; DUTCHMAN REPAIRS; CRACK AND PATCH

REPAIRS

RESET MARBLE SLAB AND REPOINT

INSTALL DUTCHMAN AT CORNER

TO RESTORE EDGE PROFILE

INSTALL DUTCHMAN AT CORNER

TO RESTORE EDGE PROFILE

SCROLL DETAIL - MARKER A-2-422

NOT TO SCALE

DETAIL A-2-422_02.DWG

A. SIDE ELEVATION B. FRONT ELEVATION

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

REPAIR DETAILS

JP SS

CS408

8 2511

10 4

2026.05.04

BID DOCUMENTS

MAY 04, 2026

A-2-423C SAWYER PLOT FENCE

HISTORIC VIEW FROM WEST - FENCE A-2-423C

NOT TO SCALE

DETAIL A-2-423C.DWG

GENERAL NOTES:

1. REPAIR AND RESTORE CAST IRON FENCE AT SAWYER PLOT:

- SALVAGE EXISTING FENCE SECTIONS AND THOSE CURRENTLY IN STORAGE

- REPLICATE NEW SECTIONS TO MATCH EXISTING

- REPAIR AND REPLACE HEAVILY DAMAGED OR LOST ELEMENTS INCLUDING

POSTS, RAILS, AND FINIALS

- TREAT FOR CORROSION AND APPLY CORROSION-RESISTANT COATING

- INSTALL NEW LOW BRICK WALL WHERE MISSING

- INSTALL NEW EMBEDDED CORNER POSTS AS NEEDED

- RE-INSTALL FENCE SQUARE AND LEVEL WITH GRADE

- INSTALL NEW EMBEDDED CORNER POSTS AS NEEDED

VIEW FROM SOUTH - FENCE A-2-423C

NOT TO SCALE

DETAIL A-2-423C.DWG

A-2-423C SAWYER PLOT FENCE

HISTORIC VIEW FROM WEST - FENCE A-2-423C

NOT TO SCALE

DETAIL A-2-423C.DWG

GENERAL NOTES:

1. REPAIR AND RESTORE CAST IRON FENCE AT SAWYER PLOT:

- SALVAGE EXISTING FENCE SECTIONS AND THOSE CURRENTLY IN STORAGE

- REPLICATE NEW SECTIONS TO MATCH EXISTING

- REPAIR AND REPLACE HEAVILY DAMAGED OR LOST ELEMENTS INCLUDING

POSTS, RAILS, AND FINIALS

- TREAT FOR CORROSION AND APPLY CORROSION-RESISTANT COATING

- INSTALL NEW LOW BRICK WALL WHERE MISSING

- INSTALL NEW EMBEDDED CORNER POSTS AS NEEDED

- RE-INSTALL FENCE SQUARE AND LEVEL WITH GRADE

- INSTALL NEW EMBEDDED CORNER POSTS AS NEEDED

VIEW FROM SOUTH - FENCE A-2-423C

NOT TO SCALE

DETAIL A-2-423C.DWG

PLAN - FENCE A-2-423C

NOT TO SCALE

DETAIL A-2-423C_16.DWG

(E) GRANITE POST SUPPORT, TYP OF 6

(E) CAST IRON FENCE

(E) CAST IRON GATE

PRESENCE OF GRANITE POST SUPPORTS AND LOW

BRICK WALLS SHOWN DASHED TO BE VERIFIED IN FIELD

(E) GRANITE THRESHOLD

(E) LOW BRICK WALL

ELEVATION DETAIL - FENCE A-2-423C

NOT TO SCALE

DETAIL A-2-423C_16.DWG

CAST IRON POST WITH FINIAL

CAST IRON PANEL WITH RAILS,

PICKETS, ARCHES, FINIALS, AND

OTHER DECORATIVE ELEMENTS

LOW BRICK WALL

GRANITE POST SUPPORT

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

REPAIR DETAILS

JP SS

CS409

2026.05.04

BID DOCUMENTS

MAY 04, 2026

B-11-271 DOLAN, THOMAS

VIEW FROM WEST - MARKER B-11-271

NOT TO SCALE

DETAIL B-11-271.DWG

VIEW FROM EAST - MARKER B-11-271

NOT TO SCALE

DETAIL B-11-271.DWG

REMOVE CONCRETE COLLAR. IF IT

CANNOT BE REMOVED, SMOOTH CUT

SIDES NEAR-FLUSH WITH MARBLE,

WITHOUT DAMAGING MARBLE.

GENERAL NOTES:

1. CRACK REPAIR; REPAIR PIN INSTALLATION ALONG CRACK; PATCH REPAIRS.

2. SEE GENERAL NOTES ON ARMATURES AND PINS ON CS410.

GENERAL NOTES - ARMATURES AND PINS

1. VERIFY SIZE AND PROFILE BELOW GRADE BEFORE ARMATURE

FABRICATION TO ACCOMMODATE POTENTIAL VARIATION IN STONE.

ARMATURE TO EXTEND AT LEAST 12" BELOW GRADE. REMOVE CONCRETE

COLLAR, WHERE PRESENT, WITHOUT DAMAGE TO STONE.

2. PIN LOCATIONS TO BE CONFIRMED, IF CONCEALED CONNECTIONS EXIST,

AND BASED ON CONDITION OF STONE AT SHOWN LOCATIONS.

3. DO NOT SEPARATE WELL-CONNECTED STONE COMPONENTS.

4. COMPLETE PINNING AND PATCH REPAIRS BEFORE RESETTING AND

ARMATURE INSTALLATION.

REPAIR PINS:

1/4" DIAMETER THREADED SS ROD, LENGTHS AS NOTED. PINS 3" OR GREATER IN

LENGTH MAY BE INSTALLED AT UP TO 15 DEGREES OFF VERTICAL. PINS TO BE

SET EQUALLY ALONG CRACK FACES, IN OFF-SET ROWS UNLESS OTHERWISE

NOTED. PINS TO BE SET AT LEAST 2" FROM SIDES OF MARKER. PINS TO BE

BEDDED IN EPOXY UNLESS OTHERWISE NOTED. NO EPOXY SHALL BE USED FOR

STONE TO STONE CONNECTIONS.

SETTING PINS:

1/2" DIAMETER THREADED SS ROD, LENGTHS AS NOTED. PINS TO BE BEDDED IN

EPOXY UNLESS OTHERWISE NOTED. NO EPOXY SHALL BE USED FOR STONE TO

STONE CONNECTIONS.

ARMATURE:

1/4" THICK SS STRIP TO BE LOCATED ON NARROW SIDES OF MARKER. WIDTH OF

STRIP TO MATCH MARKER.

1/4" DIAMETER SMOOTH (UNTHREADED) SS DOWELS, 2" LONG, TYP UNLESS

OTHERWISE NOTED, WELDED TO "FRONT FACE" OF 1/4" THICK SS STRIP.

DOWELS TO BE LOCATED ABOVE AND BELOW CRACKS ON FRONT FACE OF

MARKER.

1" WIDE x 1/4" THICK SS BACKER STRIPS, LENGTH TO MATCH MARKER AS

SHOWN. SCREWS TO BE COUNTER-SUNK SPANNER SCREWS, THREADED, AND

SIZE TO FIT THE BACKER STRIPS AND SIDE STRIPS. ALL ELEMENTS TO BE 316SS OR

PASSIVATED18-8 SS.

SEE ALSO SPECIFICATION SECTION 04 01 40 STONE MASONRY REPAIR AND

RESTORATION.

ARMATURE & PINS DETAILS - MARKER B-11-271

NOT TO SCALE

DETAIL B-11-271_04.DWG

3"

3"

NOTE: VERIFY MARKER SIZE AND PROFILE BELOW GRADE

BEFORE ARMATURE FABRICATION TO ACCOMMODATE

POTENTIAL VARIATION IN THE STONE

1'- 0"

M

IN

3'-

7/ 8"

2"

TYP

1'- 8" 1'-

8"

9"

A. FRONT (EAST) ELEVATION B. SIDE (NORTH) ELEV D. REAR (WEST) ELEVATION

1/

2" 6"

3" T

YP

EQ EQ EQEQ

(3) 1/4" SS THREADED PINS,

EQUIDISTANT ALONG CRACK

INTO SOUND STONE. SET IN

EPOXY.

2"

1" T

YP

1'-

1/ 2"

C. SIDE (SOUTH) ELEV

2"

EQ

EQ

2"

/8

4"

2" 1'-

/8

4"

5"

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

REPAIR DETAILS

JP SS

CS410

5 2

2026.05.04

BID DOCUMENTS

MAY 04, 2026

B-14-231 CROWELL, CHARLES F.

GENERAL NOTES:

1. REPLACE MISSING SECTION WITH DUTCHMAN REPAIR. CRACK REPAIR; PIN

INSTALLATION ALONG CRACK; PATCH REPAIRS.

2. SEE GENERAL NOTES ON ARMATURES AND PINS ON CS410.

VIEW FROM EAST - MARKER B-14-231

NOT TO SCALE

DETAIL B-14-231.DWG

ARMATURE & PINS DETAILS - MARKER B-14-231

SCALE: 3" = 1'-0"

DETAIL B-14-231_04.DWG

1'- 0"

M

IN

2" 1'-

2"

VI

F

2'- 1"

3" 3"

1'-

/2

2"

VI

FVI

F 2'-

2"

3/

4"

VI

F

B. SIDE (NORTH) ELEV

2 1/2"

C. SIDE (SOUTH) ELEV

2 1/2"

VI

F

1'- 5"

1'- 2"

1/

4"

VI

F

A. FRONT (EAST) ELEVATION D. REAR (WEST) ELEVATION

2" SS PINS, TYP

REPAIR CRACK

POTENTIAL DUTCHMAN

REPAIR, PENDING PIN

REMOVAL

NOTE: STONE WAS NOT MOVED DURING SURVEY DUE TO DETERIORATED CONDITION.

LOCATION OF GRADE FOR RESET MARKER TO BE DETERMINED FOLLOWING INVESTIGATION

OF LOWER PORTION AND BASE/COLLAR.

REPAIR CRACK

1/4" THICK SS

SIDE STRIP, TYP

1/4" DIA x 2" LONG

SMOOTH

(UNTHREADED)

SS DOWEL WELDED

TO FRONT FACE

OF SIDE STRIP, TYP

1" WIDE x 1/4" THICK

SS BACKER STRIP, TYP

COUNTER-SUNK

SPANNER SCREW, TYP

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

REPAIR DETAILS

JP SS

CS411

2026.05.04

BID DOCUMENTS

MAY 04, 2026