Home / Fort Sill NC Gravesite Expansion and FCA Deficiencies… / Document

Attachment 9: Fort Sill NC Plan Set Reduced 7 of 11

Updated

A PDF document (3.9 MB) attached to Fort Sill NC Gravesite Expansion and FCA Deficiencies 920CM3006, from the Department of Veterans Affairs. Due Oct 28, 2026, 12:00 PM (UTC-4).

File name: S02_Att 9_Fort Sill NC 920CM3006 Plan Set Reduced 7 of 11.pdf

Download the full documentSee the bid

The full file is for paid members, or buy this bid alone.

Preview

KEYED NOTES

1.

REMOVE EXISTING SEALS, TURNOVER TO NCA. FURNISH AND

INSTALL SIX NEW SERVICE SEALS. SEE DETAILS B6 &

F8/A-501.

2.

DAMAGED STONE FINISH SHALL BE REPAIRED WHERE SEALS

ARE RELOCATED. ANY STONE VENEER WITH EXISTING

HOLES SHALL BE REPLACED.

A
3.

CLEAN ALL EXPOSED STEEL STRUCTURE PER SPEC 09 91 00.

REMOVE OIL, GREASE, AND CUTTING COMPOUNDS, FLUX

AND OTHER DETRIMENTAL FOREIGN MATTERS. REMOVE

LOOSE MILL SCALE, RUST, AND PAINT BY POWER TOOL

CLEANING. APPLY 2 LAYERS OF ZINC SPRAY METALIZING

COATING. REPAINT ALL EXPOSED STEEL SURFACES TO

MATCH EXISTING.

4.

REMOVE CAULKING FROM CAP JOINTS, BRUSH/SCRAPE

LOOSE DEBRIS, BLOW OUT WITH COMPRESSED AIR TO

PROPERLY PREPARE JOINT. REFILL ALL WALL CAP JOINTS.
JOINTS COLOR TO MATCH EXISTING. SEE SPEC 07 92 00.

5.

REPLACE STORAGE DOOR AND FRAME. SEE DOOR

SCHEDULE AND DETAILS ON SHEET A-601.

6.

REPLACE CONCRETE SLAB. SEE CIVIL FOR LIMITS OF

REPLACEMENT.

7.

BENCHES TO BE REMOVED, STORED AND REINSTALLED

DURING CONCRETE REPLACEMENT WORK.

8.

REMOVE AND REPLACE CAP STONE PIECES BELOW EXISTING

SEALS COUNT OF 5. NEW STONE AND MORTAR TO MATCH

ORIGINAL. APPLY POWER WASH CLEANING TO THE ENTIRE

EXISTING CAPSTONE SURFACE. SEE DETAIL D1/A-501.

9.

CLEAN, PREP AND REPAINT ALL STUCCO FINISHES WITH

ELASTOMERIC RATED PAINT; COLOR TO MATCH EXISTING.

3'-0 3/4"

3'-0 3/4"

3'-0 3/4"

3'-0 3/4"

4'-0"

3'-0 3/4"

5'-1 1/8"

4'-0"

B

B5

COMMITTAL SHELTER SECTION

B7

SCALE: 1/4"=1'-0"

COMMITTAL SHELTER SERVICE WALL

SCALE: N.T.S

A

B

10. INSTALL NEW SEALS WITH TWO STONE CAP PIECES

SPACING. SEALS ORDER (LEFT TO RIGHT FACING INNER OF

THE CURVED OBSERVATION WALL) IS AS FOLLOW: ARMY,
MARINE, NAVY, AIR FORCE, SPACE FORCE, COAST GUARD.

NOTE: KEYNOTES ABOVE APPLY TO BOTH COMMITTAL

SHELTERS A & B UNLESS OTHERWISE SPECIFIED

C

C

STORAGE

D1

COMMITTAL SHELTER FLOOR PLAN

SCALE: 1/4"=1'-0"

D

D

D5

NORTH ELEVATION

D7

SCALE: 1/4"=1'-0"

IMAGE VIEW OF THE SHELTER ROOF

SCALE: N.T.S

D9

SOUTH ELEVATION

SCALE: 1/4"=1'-0"

COMMITTAL

SHELTER 'A'

COMMITTAL

SHELTER 'B'

E

E

OBSERVATION

WALL

F

KEYPLAN

F5

SCALE: N.T.S

CONSULTANT

WEST ELEVATION

ARCHITECT/ENGINEER OF RECORD

SEAN

R

COLO

TRD

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

720.491.7559; Sean Fitzpatrick

Date:

M EGISTERE

No. 44593

PROFESSIONAL

EN

RACN

Phone: (406) 218 - 9980

VA FORM 08 - 6231

DO L I C

RA . F ITZPA E

D

J ORA

371 Zimmerman Lane
Hamilton, MT 59840
Revisions:

Drawing Title

STAMP

ED

NS ICK

JD Engineering, PC

5'

10'

15'

1/8 INCH = 1 FOOT

SCALE: 1/4"=1'-0"

G I NE ER

ER

OBSERVATION WALL SEALS ARRANGEMENT

MTE

F1

0 1'

National Cemetery COMMITTAL SHELTERS 'A' & 'B' &

The beginning of the document. Download the full file to read on.

Other documents in this bid