Part 4 of 5 - 962-003_Mare Island_ADD 005_2026-06-04.pdf

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 COLLAR

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 OF STONE BELOW GRADE BEFORE ARMATURE

FABRICATION TO ACCOMMODATE POTENTIAL VARIATION IN STONE.

REMOVE CONCRETE COLLAR, WHERE PRESENT, WITHOUT DAMAGE TO

STONE.

2. PIN LOCATIONS TO BE CONFIRMED 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. SIDE STRIPS TO EXTEND AT LEAST 12" BELOW GRADE.

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.

ALSO SEE SPECIFICATION SECTION 04 01 40 STONE MASONRY REPAIR AND

RESTORATION.

ARMATURE & PINS DETAILS - MARKER B-11-271

SCALE: 3" = 1'-0"

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 REPAIR

PINS, EQUIDISTANT ALONG

CRACK INTO SOUND STONE.

SET IN EPOXY.

2"

1" T

YP

1'-

1/ 2"

C. SIDE (SOUTH) ELEV

2"

2"

/8

4"

2" 1'-

/8

4"

5"

EQ

EQ

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

MAY 04, 2026

IMHOFF ROAD, VALLEJO, CA, 94592

BID DOCUMENTS

BID DOCUMENTS

2026.05.04

REPAIR DETAILS

JP SS

CS410

5 2

ADDENDUM 005 - BIDDING RFI RESPONSES 06/05/2026

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

MAY 04, 2026

IMHOFF ROAD, VALLEJO, CA, 94592

BID DOCUMENTS

BID DOCUMENTS

2026.05.04

REPAIR DETAILS

JP SS

CS411

ADDENDUM 005 - BIDDING RFI RESPONSES 06/05/2026

B-14-232 BURTON, EZRA

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

2. SEE GENERAL NOTES ON ARMATURES AND PINS ON CS410

FRONT - MARKER B-14-232

NOT TO SCALE

DETAIL B-14-232.DWG

BURIED SECTION - MARKER B-14-232

NOT TO SCALE

DETAIL B-14-232.DWG

ARMATURE & PINS DETAILS - MARKER B-14-232

SCALE: 3" = 1'-0"

DETAIL B-14-232_04.DWG

1'- 0"

M

IN

A. FRONT (EAST) ELEVATION

1/

4"

2"

TYP

5" 2"

1/

4" 2"

5"

2"

1/ 4"

2"

1/ 2"

2"

1/ 2"2 1/

2"

1/ 2"

1/

4"

6"

1/ 4"

7"

PATCH REPAIR

REPAIR CRACK

B. SIDE (NORTH) ELEV

1 1/2"

D. REAR (WEST) ELEVATION

8"

1/ 2"

3/

4" 5"

2'- 3"

NOTE: MARKER TO BE RESET WITH BOTTOM ROW OF TEXT

LOCATED 6" ABOVE GRADE

2" SS PINS, TYP

C. SIDE (SOUTH) ELEV

1 1/2"

1/

4"

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

REPAIR CRACK

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

MAY 04, 2026

IMHOFF ROAD, VALLEJO, CA, 94592

BID DOCUMENTS

BID DOCUMENTS

2026.05.04

REPAIR DETAILS

JP SS

CS412

5 2

ADDENDUM 005 - BIDDING RFI RESPONSES 06/05/2026

B-14-236 MOLLOY, DOMINICK

1. INVESTIGATE VICINITY FOR MISSING PIECES

2. CONFIRM FULL SIZE OF SANDSTONE BASE AND CONFIRM ARMATURE

DESIGN AND SIZING

3. REPLACE MISSING SECTION WITH DUTCHMAN REPAIR. CRACK REPAIR;

REPAIR PIN INSTALLATION ALONG CRACK; PATCH REPAIRS

4. SEE GENERAL NOTES ON ARMATURES AND PINS ON CS410

VIEW FROM EAST - MARKER B-14-236

NOT TO SCALE

DETAIL B-14-236.DWG

ARMATURE & PINS DETAILS - MARKER B-14-236

SCALE: 3" = 1'-0"

DETAIL B-14-236_04.DWG

2"

TYP

1'- 0"

M

IN

A. FRONT (EAST) ELEVATION

2"

3/ 4"

2"

" 1'- 0"

3/

4"

3/

4"

/4

2"

2"

/4

2"

1/

4"

1/

4" 1'-

3/

4"

B. SIDE (NORTH) ELEV

1 1/2"

C. SIDE (SOUTH) ELEV

1 1/2"

D. REAR (WEST) ELEVATION

1/

2"

1/ 2"

1/

2" 9"

2'-

/2

SECTION MAY BE MISSING.

IF IT IS NOT IDENTIFIED IN

THE VICINITY DURING WORK,

REPLACE WITH A DUTCHMAN.

3" SS PIN

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

REPAIR CRACK 1" WIDE x 1/4" THICK

SS BACKER STRIP, TYP

COUNTER-SUNK

SPANNER SCREW, TYP

REPAIR CRACK

3" SS PINS

3" SS PIN

2" SS PINS

NOTE: LOCATE REPAIR PINS AT LEAST 2" FROM SIDES OF MARKER, AT LEAST 4" APART,

AND STAGGERED VERTICALLY AT LEAST 2".

(E) BASE

(E) STONE

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

MAY 04, 2026

IMHOFF ROAD, VALLEJO, CA, 94592

BID DOCUMENTS

BID DOCUMENTS

2026.05.04

REPAIR DETAILS

JP SS

CS413

ADDENDUM 005 - BIDDING RFI RESPONSES 06/05/2026

C-1-203 SANDS, W. F.

1. DUTCHMAN REPAIR

2. SANDSTONE PATCHES AT BASE

3. PIN LOCATIONS TO BE CONFIRMED BASED ON CONDITION OF STONE AT

SHOWN LOCATIONS

VIEW FROM EAST - MARKER C-1-203

NOT TO SCALE

DETAIL C-1-203.DWG

REPLACE THIS PIECE

WITH DUTCHMAN,

APPROX 4.5" TALL

PROVIDE (2) PINS

AT EACH CRACK,

1" INTO DUTCHMAN,

1.5" INTO (E) STONE.

SET PINS IN EPOXY.

GROUT BETWEEN

DUTCHMAN AND

EXISTING STONE.

SANDSTONE PATCHES

AT BASE

C-11-073 MURPHY, JOSEPH

VIEW FROM WEST - MARKER C-11-073

NOT TO SCALE

DETAIL C-11-073.DWG

VIEW FROM SOUTH - MARKER C-11-073

NOT TO SCALE

DETAIL C-11-073.DWG

VIEW FROM EAST - MARKER C-11-073

NOT TO SCALE

DETAIL C-11-073.DWG

GENERAL NOTES:

1. REPLACE CONCRETE BASE

2. INSTALL SETTING PIN BETWEEN MARBLE AND CONCRETE; REPOINT; PATCH

REPAIR

3. SEE SHEET CS401 DETAIL 1 FOR CURBING INFORMATION

IF JOINT IS SOUND,

DO NOT BREAK

IF JOINT IS SOUND,

DO NOT BREAK

REMOVE OLD

MORTAR WITH HAND

TOOLS, TAKING CARE

NOT TO DAMAGE

MARBLE EDGES

PATCH OLD

ANCHOR HOLE

RAKE WITH HAND

TOOLS AND REPOINT

SECTION DETAIL LOOKING NORTH - MARKER C-11-073

NOT TO SCALE

DETAIL C-11-073_04.DWG

MORTAR

NEW CONCRETE BASE

TO MATCH EXISTING

1/2" DIAMETER SS

THREADED ROD,

SET IN EPOXY

EXISTING MARBLE BASE

GRADE

MARBLE CURBING

REINSTALLED PER

DETAIL 6/CS401

ELEVATION DETAIL LOOKING WEST - MARKER C-11-073

NOT TO SCALE

DETAIL C-11-073_04.DWG

2" 2"

MARBLE CURBING

REINSTALLED PER

DETAIL 6/CS401,

CENTERED ON

BASE OF MARKER

DUTCHMAN AND REPAIR PINS DETAIL - MARKER C-1-203

NOT TO SCALE

DETAIL C-1-203_04.DWG

SS REPAIR PINS, 1" INTO

DUTCHMAN, 1.5" INTO (E)

STONE

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

MAY 04, 2026

IMHOFF ROAD, VALLEJO, CA, 94592

BID DOCUMENTS

BID DOCUMENTS

2026.05.04

REPAIR DETAILS

JP SS

CS414

ADDENDUM 005 - BIDDING RFI RESPONSES 06/05/2026