MAHG251029 Repair Water Tower 8 F6009 DWG.pdf
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- MAHG251029 Repair Water Tower #8
- Solicitation number
- FA301026Q0033
About this file
This is a set of technical design drawings for a federal construction project at Keesler Air Force Base in Biloxi, Mississippi. The project involves the repair of Water Tower #8 (F6009) and is identified by project number MAHG251029 with an issue date of April 2026. The drawings were prepared by the 81st Civil Engineer Squadron and include a cover sheet, mechanical elevation views, and detailed specifications for the repair work.
The repair scope includes multiple components and work tasks: bead blasting the skirt towers and exterior service parts to remove old paint and rust; replacing ladders, ladder cages, and safety climb ropes on all ladders; removing and replacing riser rods as needed; installing a new aluminum 24-inch roof vent; replacing the beacon box with a new galvanized box; replacing cathodic protection inside the tank and cover plates; repainting the exterior and interior of the tank and reapplying the Air Force logo per specifications; electrically grounding four opposite legs of the tank; applying non-slip treatment to ladder rungs on both outside and inside surfaces; and cleaning, disinfecting, and bacteriologically testing the tank before refill. The existing 400,000-gallon ellipsoidal tank structure includes eight cylinder rods, sixteen tower rods at various diameters, eight struts, eight inter-column lattice sections, and associated platform, ladder, and safety cage components. All components and parts are to be bead blasted and painted, with the new beacon box hot-dipped galvanized during production. Detailed dimensional specifications, structural component details, and Air Force symbol painting guidance with specific color requirements (Pantone 287, Black, Pantone Cool Gray shades) are provided on the mechanical elevation sheets.
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PROJECT LOCATION:F6009
ISSUE DATE:
KEESLER AIR FORCE BASE BILOXI, MS
PROJECT NUMBER:
REPAIR WATER TOWER #8, F6009
MAHG251029
APRIL, 2026
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Sheet List Table
SHEET NUMBER SHEET TITLE
GENERAL
G-001 COVERT SHEET
MECHANICAL
M-200 TOWER ELEVATION
M-201 TOWER ELEVATION
Attachment 2
EXISTING ANTENNA
STATIONARY BEACON
0' -0
'-4
4'
-0
7'
-0
EXISTING
STATIONARY BEACON
NEW 34" RGS 2 #10, 1 #12G
EXISTING STROBE LIGHT
TO REMAIN
EXISTING 34" RGS CONDUIT WITH
2 #10, 2 #12G
EXISTING 24"W X 24"D X 20"H
BEACON BOX
EXISTING
ANTENNA
NEW 34" LIQUID - TITE
METALLIC FLEXIBLE CONDUIT
WITH 2 #10, 1 #12G
EXISTING ANTENNA
EXISTING BEACON BOX
TO BE REPLACED
NEW 34" RGS,
2 #10, 1 #12G
EXISTING
PLATFORM
STATIONARY BECON
TURN EXISTING 34" RGS CONDUIT
UP INTO NEW DISCONNECT SWITCH
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SCALE: N.T.S
ELEVATION OF WATER TOWER1
NTS
PLAN VIEW WATER TOWER2
SCALE: NTS
ELEVATION VIEW BEACON PLATFORM3
KEYNOTES
1. BEAD BLAST SKIRT TOWERS AND EXTERIOR SERVICE PARTS TO REMOVE OLD PAINT AND
RUST.
2. REPLACE LADDERS, LADDER CAGES AND REPLACE SAFETY CLIMB ROPES ON ALL
LADDERS.
3. REMOVE/REPLACE RISER RODS AS NEEDED.
4. INSTALL NEW ALUMINUM 24 INCH ROOF VENT.
5. REPLACE BEACON BOX WITH NEW, GALVANIZED BOX.
6. REPLACE CATHODIC PROTECTION INSIDE THE TANK AND COVER PLATES
7. REPAINT EXTERIOR AND INTERIOR OF TANK AND REAPPLY AIR FORCE LOGO PER M201.
8. ELECTRICALLY GROUND FOUR OPPOSITE LEGS OF THE TANK.
9. NON-SLIP TREATMENT ON LADDER RUNGS. OUTSIDE AND INSIDE.
10. CLEAN UP AREA. DISINFECT TANK, USE APPROVED SPRAY DOWN METHOD, REFILL TANK
THEN BACTI TEST AFBIO OR STATE CERTIFIED LAB.
GENERAL NOTES
PAINT EXTERIOR,
INTERIOR,
AIR FORCE LOGO
6 CATHOLIC PROTECTION
INTERIOR
52'-0"
1. ALL PLATE -TO-PLATE AND PLATE -TO- ANGLE JOINTS WILL HAVE A CONTINUOUS
WELD FOR THE ENTIRE LENGTH OF THE JOINT.
2. USE NEW ANCHOR BOLTS TO SECURE BEACON BOX TO PLATFORM. INSTALL TWO
BOLTS ON EACH SIDE OF THE BOX (8 BOLTS TOTAL). ANCHOR HOLES WILL BE
DRILLED AT AN ANGLE DURING FABRICATION. NEW BOLT WILL MATCH EXISTING
ONES IN SIZE AND PITCH.
3. HOLES IN TOP OF THE BOX TO ANCHOR NEW STATIONARY BEACON WILL BE
DRILLED IN THE FIELD ONCE THE BOX IS IN PLACE.
4. BEACON BOX TO BE HOT-DIPPED GALVANIZED IN PRODUCTION, THE EXCEPTION
BEING THE HOLES DRILLED IN THE TOP OF BOX. THEY WILL HAVE A GALVANIZED
COATING APPLIED IN THE FIELD.
5. DIMENSIONS OF THE NEW BEACON BOX WILL MATCH THAT OF THE EXISTING
WOODEN BOX.
6. THE INTERIOR SURFACE OF TANK WILL BE BEAD BLASTED TO REMOVE PAINT AND
BIO FILM.
7. REPLACE BOLTS AND NUTS ON ALL HATCHES.
8. ALL THE COMPONENTS AND PARTS ARE TO BE BEAD BLAST AND PAINTED.
8 BOTTOM COLUMN SECTIONS 30" I.D X 11/32" X 36'-2" 1/16"
16 TOWER RODS - 1 3/4" DIA. X 37'-11" B TO B
EXISTING ANTENNA
STATIONARY BEACON
ROOF & TANK LADDER WITH IP 24 ROOF DOOR TO RIGHT
OF ROOF LADDER (REVOLVING LADDER)
STD 400,000 GALLON ELLIPSOIDAL TANK
ACCESS LADDER TO TANK LADDER
STD 30" WIDE BALCONY & 36" HANDRAIL 5/16" PLT.
STD. POST TO BALCONY LADDER
8 ERECTION RODS 1 1/4" x 22'-6" B TO B
8 TOP COLUMN SECTIONS 30" I.D X 11/32" X 31'-7" 29/32"
16 TOWER RODS 1 1/4" DIA. X 32'-1/4" B TO B
SAFETY CAGE ABOUT LADDER
8 STRUTS - 2 C 7" @ 9.8 X 21'-9"
8 INTER COLUMN SECTIONS 30"1.D X 11/32" X 30' X 10 1/16"
CYLINDER 3'-0" DIA. X 118'-9 5/16" LONG IN 6 SECTIONS
STD POST LADDERS
8 INTER COLUMN SECTIONS 30"1.D X 11/32" X 32'-7 27/32"
8 STRUTS - 2 c 7" @ 9.8 X 21'-9"3
16 TOWER RODS - 1 3/4" DIA. X 37'-11" B TO B
8 STRUTS - 2 c 7" @ 9.8 X 21'-9"3
16 TOWER RODS - 1 3/4" DIA. X 37'-11" B TO B
EXISTING ANTENNA
STATIONARY BEACON
CYLINDER 5'-0" DIA.
8 CYLINDER RODS 1" DIA. X 24'- 6 1/4" B TO B
8 INTER COLUMN SECTIONS 16" X 18" X 32' 8"
(LATTICE TYPE)
ROOF & TANK LADDER WITH IP 24 ROOF DOOR TO RIGHT
OF ROOF LADDER (REVOLVING LADDER)
STD 400,000 GALLON ELLIPSOIDAL TANK
ACCESS LADDER TO TANK LADDER
STD 30" WIDE BALCONY & 36" HANDRAIL 5/16" PLT.
STD. POST TO BALCONY LADDER
16 TOWER RODS 1 1/4" DIA. X 32'-1/4" B TO B
SAFETY CAGE ABOUT LADDER
STD POST LADDERS
8 ERECTION RODS 1 1/4" X 22'-6" B TO B
16 TOWER RODS 1 1/2" DIA. X 33'-7 3/4" B TO B
8 STRUTS - 2c 7" @ 9.8 X 21'-9"
16 TOWER RODS - 1 5/8" DIA. X 35'- 8 1/2" B TO B
8 STRUTS - 2 c 7" @ 9.8 X 24'-0"3
16 TOWER RODS - 1 3/4" DIA. X 37'-11" B TO B
8 INTER COLUMN SECTIONS 16" X 18" X 36' 2"
(LATTICE TYPE)
8 CYLINDER RODS 1" DIA. X 25'- 10 3/4" B TO B
OBSTRUCTION LIGHTS
27'-9"
10'-0"
9' -0
2'
-5
2' -6
2'-0" 15'-9"
COLOR #1 PANTONE 287
COLOR #2 BLACK
COLOR #3: PANTONE COOL GRAY 9 (METALLIC)
COLOR #3: PANTONE COOL GRAY 4 (METALLIC)
TEMPLATE FOR AIR FORCE SYMBOL ON ATER TOWER TANKS
COLOR #4 (EDGE OF LETTER)
COLOR #1 (BODY OF LETTER)
COLOR #3 (DARK EDGE)
COLOR #2 (SHADOW)
COLOR #2 (SHADOW)
COLOR #4 (LIGHT EDGE)
COLOR #1 (SYMBOL BODY)
8"
GENERAL NOTES
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SCALE: N.T.S
ELEVATION1
GUIDANCE ON PAINTING WATER TOWER TANKS
THE APPLICATION OF THE AIR FORCE SYMBOL AND ASSOCIATED LETTER FORMS
WILL BE IMPLEMENTED IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS:
1. COLOR: THE PAINT SCHEME FOR THE SYMBOL AND LETTER FORMS WILL
CONSIST OF THE FOUR (4) COLORS
INDICATED ON THE ATTACHED TEMPLATE. THE BACKGROUND COLOR FOR
THE TANK WILL BE CONSIST OF THE STANDARD PAINT SCHEME CURRENTLY
USED ON THE INSTALLATION.
2. PROPORTIONS/ SHAPES: THE SHAPE OF THE LETTER FORMS ARE BASED ON
"ARIAL BLACK" FONT. NEITHER THE SYMBOL NOR THE LETTER FORMS ARE
TO BE ALTERED IN ANY WAY. DUE TO THE DIVERSITY OF WATER TOWER
TANK SHAPES AND SIZES, THE APPLICATION OF THE SYMBOL AND LETTER
FORMS TEMPLATE MAY VARY IN SIZE, BUT MUST MAINTAIN THE
COMPOSITION AND PROPORTIONS AS SHOWN.
3. OTHER GRAPHICS: NO ADDITIONAL GRAPHICS OR LETTERING, SUCH AS
ORGANIZATIONAL EMBLEMS, SHIELDS, MOTTOES, ETC. ARE TO BE APPLIED
TO WATER TOWER TANKS.
4. AVOID A CLUTTERED APPEARANCE BY HAVING NO MORE THAN TWO (2)
APPLICATIONS OF THE SYMBOL AND LETTER FORMS ON ONE TANK.
5. ORIENT THE SYMBOL AND LETTER FORMS AS LARGE AS LARGE AS IS
PRACTICAL SO AS TO BE EASILY READ FROM A REASONABLE DISTANCE.
6. SIZE THE SYMBOL AND LETTER FORMS AS LARGE AS IS PRACTICAL SO AS
TO BE EASILY READ FROM A REASONABLE DISTANCE
7. POSITION THE SYMBOL AND LETTER FORMS IN A MANNER THAT MINIMIZES
VISUAL INTERFERENCE BY RAILINGS OR OTHER STRUCTURAL ELEMENTS,
AND MINIMIZES DISTORTION DUE TO ANY VERTICAL CURVATURE OF THE
TANK. THE REQUIREMENTS AND GUIDANCE PROVIDED IN THIS
ATTACHMENT APPLY TO ALL PROJECTS FOR WATER TOWER
CONSTRUCTION, RENOVATION AND ALTERATION, REGARDLESS OF FUNDING
SOURCE, FUNDING AMOUNT, OR METHOD OF ACCOMPLISHMENT. CONTACT
CONTRACTING OFFICER FOR ORIENTATION OF SYMBOL.
SCALE: N.T.S
ELEVATION2
| Sheets and Views |
| G-001 COVER SHEET |
| M-200 TOWER ELEVATION |
| M-001 |
| M-001(2) |
| M-001(3) |
| M-201 TOWER ELEVATION |
| M-201 |
File details come from the government source that posted it. Updated .