Part 2 of 5 - 962-003_Mare Island_ADD 005_2026-06-04.pdf
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- Solicitation number
- 36C78626R0059_1
About this file
This is a bid documents package for the U.S. Department of Veterans Affairs containing architectural and engineering drawings for Mare Island Naval Cemetery repair work located in Vallejo, California (Project 962-003).
The documents include typical repair details for stone masonry work at the cemetery, with specifications for four primary repair methodologies: repointing of existing mortar joints, crack repair for hairline fractures less than 3/16 inches, dutchman repairs for larger damaged stone sections, and mortar patch repairs for spalling. Each repair type includes detailed elevation and section drawings showing existing conditions before repair and finished conditions after repair, with specifications for materials including specified grout, patching mortar, new mortar joints, and stainless steel threaded rods set in epoxy for structural reinforcement where applicable. The drawings indicate that all repair work must match existing stone surfaces and maintain proper joint depths and mortar profiles. The documents were prepared by Anderson Engineering of Minnesota, LLC (Project #18181) with approval dated May 4, 2026, and are intended to serve as bid documents for prospective contractors. The architect/engineer of record stamp and Office of Design and Construction Services approval are included on the drawings.
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Text version
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
3/16" OR GREATER
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 (E) 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
MAY 04, 2026
IMHOFF ROAD, VALLEJO, CA, 94592
BID DOCUMENTS
BID DOCUMENTS
2026.05.04
TYPICAL REPAIR DETAILS
JP SS
CS405
ADDENDUM 005 - BIDDING RFI RESPONSES 06/05/2026
| Add 005_06-10-2026 4 |
| Add 005_06-10-2026 5 |
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