JCGU 26-7001 Drawings.pdf

PDF 2 MB Posted Jul 21, 2026

Attached to: Repair Water Tower B738
Solicitation number: FA303026Q0013
Issued by: Department of the Air Force Air Education and Training Command

About this file

Written by GovTribe AI · Jul 21, 2026

This is a Construction Documents package for emergency repairs to Water Tower B738 (West) at Goodfellow Air Force Base in San Angelo, Texas.

The project, identified as JCGU 26-7001, involves comprehensive rehabilitation of an elevated water storage tank originally built in 1950 with a capacity of 400,000 gallons. The facility is a multi-column elevated steel water tank standing 117 feet 4 inches high with a 46-foot diameter tank and 4-foot diameter riser. Key work tasks include: interior tank repainting with surface preparation and multi-coat coating system application; replacement of the overflow stud pipe; installation of a new riser access manway; replacement of the internal riser access ladder with safety devices meeting OSHA standards; and testing and disinfection of the tank interior using chlorine residual testing. The contractor must provide forced ventilation for paint curing, manage all debris removal in leak-proof containers, and perform all welding prior to painting operations with certified welders per ASME Section IX or AWS D1.1 standards. The base bid performance period is 90 calendar days from Notice to Proceed, with a deductive alternate bid #1 (80 days) excluding the riser access manway and ladder installation tasks. The project is managed by the 17th Civil Engineer Squadron at Goodfellow Air Force Base, with construction documents issued July 17, 2026. Extensive safety requirements are mandated, including 10-hour OSHA training, confined space entry procedures, fire watch during hot work, personal protective equipment, and contamination control measures to prevent environmental impact to adjacent areas.

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Other files

File	Type	Posted
Repair Water Tower B738 Questions and Answers Rev 002.pdf	PDF	Sep 10, 2026
Solicitation Amendment - FA303026Q00130007.pdf	PDF	Sep 10, 2026
26-7001 - Repair Water Tower Specs Sheet and SOW - Addendum 002.pdf	PDF	Sep 10, 2026
Solicitation Amendment - FA303026Q00130006.pdf	PDF	Sep 2, 2026
Solicitation Amendment - FA303026Q00130004.pdf	PDF	Aug 28, 2026
Solicitation Amendment FA303026Q00130003 SF 30.pdf	PDF	Aug 20, 2026
Repair Water Tower B738 Questions and Answers Rev 001.pdf	PDF	Aug 20, 2026
26-7001 - Repair Water Tower Specs Sheet and SOW - Amended.pdf	PDF	Aug 14, 2026
26-7001 Elevated Water Storage Tank Photos B738.pdf	PDF	Aug 14, 2026
JCGU 26-7001 Updated Drawings.pdf	PDF	Aug 14, 2026
Solicitation Amendment FA303026Q00130002 SF 30.pdf	PDF	Aug 14, 2026
Pricing Schedule.pdf	PDF	Aug 14, 2026
Repair Water Tower B738 - Questions and Answers.docx	DOCX document	Aug 14, 2026
BAL Template.docx	DOCX document	Jul 24, 2026
Solicitation - FA303026Q0013.pdf	PDF	Jul 21, 2026
AF 66 Submittal Register.pdf	PDF	Jul 21, 2026
Wage Determination - Building - 20 July 26.pdf	PDF	Jul 21, 2026
Pricing Schedule.pdf	PDF	Jul 21, 2026
26-7001 - Repair Water Tower Specs Sheet and SOW.pdf.pdf	PDF	Jul 21, 2026
Liquidated Damages.pdf	PDF	Jul 21, 2026

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RETENTION POND

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MITCHELL STREET

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742 FT

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LP FUEL TANK

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TRAINING AREA

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3443(2) 3443(5)

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3478(2)

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QUANTITY DISTANCE

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QUANTITY DISTANCE

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GOODFELLOW AIR FORCE BASE

EMERGENCY REPAIRS TO WATER TOWER B738 (WEST)

JCGU 26-7001

4368 S CHADBOURNE STREET

SAN ANGELO, TX 76908

CONSTRUCTION DOCUMENTS

DECEMBER 10, 2025

PROJECT LOCATION

WATER TOWER B738

(WEST)

SECURITY FORCES

NORTH GATE

(325) 654-3528

BUILDING 3323

(325) 654-3504

CIVIL ENGINEER

BUILDING 3511

(325) 654-3501

BASE CONTRACTING

BUILDING 707

(325) 654-5174

COMMERCIAL VEHICLE

INSPECTION STATIONS

(325) 654-1290

CONTRACTOR STORAGE

AREA IS PROHIBITED IN THE

ODM ZONE

VISITOR CONTROL CENTER

(325) 654-4122

HAUL ROUTE

SOUTH GATE

(325) 654-3529

IN CASE OF EMERGENCY CALL (325) 654-7000

TRUE

NORTH

MAGNETIC DECLINATION: 5° 18' EAST (2020)

ANNUAL RATE OF CHANGE: 6' WEST/YEAR

SOURCE: https://www.ngdc.noaa.gov/geomag-web/#declination

M A

G D

READY WILLING

ABL

17th

CIVIL

ENGINEER SQUADRON

FOR CONSTRUCTION

ISSUE DATE 7/17/2026

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SCALE IN FEET

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COVER SHEET

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SEQ.

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SHEET

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JCGU 26-7001

AutoCAD SHX Text 12/10/2025

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GOODFELLOW AIR FORCE BASE, TEXAS

AutoCAD SHX Text 17th TRAINING WING

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PROJECT TITLE

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EMERGENCY REPAIR WATER TOWER B738 (WEST)

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PROJECT NO. JCGU 26-7001

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JOSE MIGUEL RUVALCABA DOBBS

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TROY MARTINSON, PE

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TROY MARTINSON, PE

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TROY MARTINSON, PE

HORNET STREET

CONC. WALL

50'-0" TANK DIAMETER

ROOF LADDER

W/ SAFETY DEVICE

SHELL MANWAY

SHELL LADDER

W/ SAFETY DEVICE

BALCONY

W/ HANDRAIL

RISER ROD

OVERFLOW PIPE

TOWER LADDER

W/ SAFETY DEVICE

COLUMN

RISER

WINDAGE ROD

STRUT & RISER ROD

RISER MANWAY

INLET/OUTLET PIPE

46'-0" TANK DIAMETER

7'-4"

HWL = 110'-0"

LWL = 92'-7"

TOC

4'-0"

ROOF MANWAYROOF VENT

STRUT & RISER ROD

180°

ORIENTATION

90°

0°

270°

OVERFLOW PIPE

ROOF LADDER

W/ SAFETY DEVICE

TOWER LADDER

W/ SAFETY DEVICE

COLUMNS TYP

ROOF VENT

BALCONY

SHELL LADDER

W/ SAFETY DEVICE

CONTAINER

ROOF MANWAY

1 SITE PLAN (TANK FACILITY B738)

SCALE: 1" = 20'

SITE LOCATION

STAGING AREA

SITE STAGING NOTES:

1. THE CONTRACTOR SHALL MOBILIZE AND STAGE EQUIPMENT AS INDICATED.

2. CONSTRUCTION FENCING AND BARRICADES: THE CONTRACTOR SHALL UTILIZE

EXISTING CHAIN LINK FENCING TO CONTROL ACCESS TO THE WORK SITE AND

PROVIDE APPROPRIATE SAFETY BARRICADES, SIGNS AND FALLING OBJECT

PROTECTION. THE CONTRACTOR SHALL PROVIDE TWO (2) PADLOCKS AND DAISY

CHAINS FOR BOTH THE INNER TOWER FENCE AND OUTER PERIMETER YARD FENCE.

3. SANITARY FACILITIES: THE CONTRACTOR SHALL, AT THE BEGINNING OF THE WORK,

PROVIDE ON THE PREMISES SUITABLE TEMPORARY SANITARY TOILET, WASH-UP,

AND CHANGING FACILITIES FOR THE USE OF WORKERS AND SHALL MAINTAIN SAME IN

A SANITARY CONDITION AND REMOVE SAME WHEN DIRECTED BY THE CONTRACTING

OFFICER.

4. EMERGENCY INFORMATION: THE CONTRACTOR SHALL CONSTRUCT A PLYWOOD

SIGN COVERED WITH A WEATHERPROOF, CLEAR PLASTIC COVER AND SUPPORTED

BY WOOD POSTS. THE CONTRACTOR SHALL POST INFORMATION ON THE PLYWOOD

SIGN CONCERNING EMERGENCY MEDICAL, FIRE, RESCUE AND HAZARDOUS WASTE

PHONE NUMBERS FROM WHICH PERSONNEL ON THE SITE CAN OBTAIN INFORMATION

THE CONTRACTOR SHALL ALSO LIST THE NAME AND NUMBER OF A REPRESENTATIVE

OF THE CONTRACTOR WHO CAN BE REACHED 24 HOURS A DAY IN CASE OF AN

EMERGENCY. THE EMERGENCY INFORMATION SHALL BE IN A CENTRAL POSITION,

LOCATED SO IT IS VISIBLE AND ACCESSIBLE 24 HOURS A DAY. THE EMERGENCY

INFORMATION SHALL BE POSTED THE ENTIRE LENGTH OF TIME THAT THE

CONTRACTOR IS PERFORMING WORK AT THE TANK SITE.

5. SITE SECURITY: WHEN NOT WORKING ON THE TANK OR SITE (SUCH AS DURING THE

EVENING, WEEKENDS, HOLIDAYS, OR RAIN DAYS), THE CONTRACTOR SHALL SECURE

ALL OPENINGS IN THE TANK (GREATER THAN 8 IN.), THE TOWER LADDER, AND

ACCESS OR RIGGING DEVICES. OPENINGS IN THE TANK NEEDED DURING

VENTILATION OF THE TANK SHALL BE SECURED WITH BARS, GRATING, OR OTHER

MEANS TO ALLOW SUFFICIENT AIR FLOW THROUGH THE OPENING. THE CONTRACTOR

SHALL LOCK THE SITE FENCE TO PREVENT UNAUTHORIZED PERSONNEL FROM

GAINING ACCESS TO THE SITE, THE INTERIOR OF THE TANK, AND THE

CONTRACTOR’S EQUIPMENT AND SUPPLIES. THE CONTRACTOR SHALL BE SOLELY

RESPONSIBLE FOR THE SECURITY OF THE SITE, TANK, EQUIPMENT, AND SUPPLIES

DURING BOTH WORKING AND NON-WORKING HOURS.

6. THE ELEVATION AND ORIENTATION PLANS ARE TYPICAL AND ARE SHOWN FOR

CLARITY.

WATER STORAGE TANK INFORMATION:

1. ELEVATED WATER STORAGE TANK AND RESERVOIR #B738

ORIGINAL MANUFACTURE:

YEAR BUILT: 1950

CAPACITY: 400,000 Gallons

DATE OF LAST INSPECTION: 11/22/2024

TYPE Potable/Fire TANK TYPE: Multi-Column Elevated Steel Water Tank

TOWER HEIGHT: 117'-4"

HIGH WATER LEVEL: 110'

LOW WATER LEVEL: 74'-5"

TANK DIAMETER: 46'

RISER DIAMETER: 4'

RISER TYPE: Water-Bearing

HEAD RANGE: 35'-7"

TYPE CONSTRUCTION: Riveted

G-002

READY WILLING

ABL

17th

CIVIL

ENGINEER SQUADRON

2 ELEVATION PLAN (TYPICAL)

SCALE: NTS

3 ORIENTATION PLAN (TYPICAL)

SCALE: NTS

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SITE STAGING PLAN

AutoCAD SHX Text Project Number:

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SHEET TITLE

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SEQ.

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SHEET

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JCGU 26-7001

AutoCAD SHX Text 12/10/2025

AutoCAD SHX Text Date:

AutoCAD SHX Text

GOODFELLOW AIR FORCE BASE, TEXAS

AutoCAD SHX Text 17th TRAINING WING

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Drawn by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Submitted by:

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EMERGENCY REPAIR WATER TOWER B738 (WEST)

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PROJECT NO. JCGU 26-7001

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JOSE MIGUEL RUVALCABA DOBBS

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TROY MARTINSON, PE

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TROY MARTINSON, PE

3 G-003

GENERAL NOTES (BASE BID):

1. THE WORK TO BE PERFORMED CONSISTS OF FURNISHING OF ALL MATERIALS, TOOLS, RIGGING, EQUIPMENT, LABOR, MANAGEMENT AND SUPERVISION TO REPAINT THE INTERIOR OF A

400,000-GALLON MULTI-COLUMN ELEVATED STORAGE TANK IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. THE INTERIOR PAINTING AND ADDITIONAL REPAIR WORK ITEMS TO BE

PERFORMED BY THE CONTRACTOR INCLUDES THE FOLLOWING:

TASK 1: CLEANING AND DEBRIS REMOVAL: THE GOVERNMENT WILL REMOVE THE WATER FROM THE TANK WHICH WILL DRAIN BY GRAVITY THROUGH THE DRAIN LINE. THE CONTRACTOR SHALL REMOVE ALL STANDING WATER, AND UP TO 3 INCHES OF MUD, AND DEBRIS FROM THE TANK AND RISER PRIOR TO STARTING WORK. ALL LOOSE RUST, LOOSE PAINT, AND DIRT SHALL BE REMOVED FROM THE TANK AND RISER INTERIOR PRIOR TO THE BEGINNING OF CLEANING OPERATIONS. THE DEBRIS SHALL BE PROMPTLY STORED IN LEAK-PROOF COVERED DUMPSTERS/CONTAINERS ON THE SITE AND DISPOSED OF IN ACCORDANCE WITH SECTION 01 56 00 ENVIRONMENTAL PROTECTION, SECTION 01 74 19 CONSTRUCTION WASTE MANAGEMENT, AND SECTION 02 83 33 LEAD-BASED PAINT REMOVAL AND DISPOSAL. ANY WATER THAT ENTERS THE TANK THROUGH LEAKING VALVES THROUGHOUT THE COURSE OF THE PROJECT SHALL BE COLLECTED AND REMOVED FROM THE TANK OR RISER BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

TASK 2: REPLACE OVERFLOW STUB PIPE: REPLACE 6 INCH DIAMETER CARBON STEEL OVERFLOW STUB PIPE; THE CONTRACTOR SHALL DEMOLISH THE EXISTING OVERFLOW PIPE, AND INSTALL A COMPLETE REPLACEMENT OF THE OVERFLOW STUB PIPE SYSTEM FROM THE INLET AND DOWN THE EXTERIOR TO GRADE, COMPLETE WITH STANDOFFS EVERY 10 FEET ON CENTER AND AN ELBOW FITTED WITH A FLAPPER VALVE AND SCREEN AND A SPLASH PAD TO DIRECT THE WATER TO OUTSIDE THE TOWER FOOTPRINT AWAY FROM THE TANK FOUNDATION, NFPA 22-2013; 14.6.3.2. NON-OPERATIONAL ANTENNA EQUIPMENT INCLUDING WIRING SHALL BE REMOVED BY THE CONTRACTOR AND TURNED OVER TO THE

GOVERNMENT.

TASK 3: INSTALL RISER ACCESS MANWAY: THE CONTRACTOR SHALL FURNISH AND INSTALL A HINGED MANWAY NOT LESS THAN 24 INCHES IN DIAMETER IN ACCORDANCE WITH AWWA D100-11 SEC. 5.4.4. THE CONTRACTOR SHALL REMOVE A WELDED PLATE COVERING THE OPENING OF A PREVIOUSLY REMOVED RISER ACCESS MANWAY. THE ACCESS MANWAY SHALL BE LOCATED APPROXIMATELY 36 INCHES ABOVE THE RISER BASEPLATE. THE CONTRACTOR SHALL SUBMIT FABRICATION SHOP DRAWINGS FOR GOVERNMENT APPROVAL IN ACCORDANCE WITH FAR 52-236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, DFAR 252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS, AND DFAR 252.227-7033

RIGHTS AIN SHOP DRAINGS.

TASK 4: REPLACE INTERNAL RISER ACCESS LADDER: THE CONTRACTOR SHALL DEMOLISH THE EXISTING INTERNAL RISER ACCESS LADDER AND INSTALL A REPLACEMENT RISER ACCESS LADDER PER AWWA D100-11, SEC. 5.4.2. THE RISER ACCESS LADDER WITH OSHA 1926.1053, ANSI 359 STANDARD, AND OSHA 1910.23 SAFETY DEVICES SHALL BE PROVIDED ON THE INTERIOR OF THE RISER, STARTING 36 INCHES ABOVE THE BASE OF THE RISER AND EXTENDING TO THE TOP OF THE RISER. THE LADDER SHALL HAVE SIDE RAILS NOT LESS THAN 2 INCHES X 38 INCH, WITH SPACING BETWEEN THE SIDE RAILS OF NOT LESS THAN 16 INCHES AND RUNGS NOT LESS THAN 34 INCH ROUND OR SQUARE, SPACED 12 INCHES ON CENTER AND BE CAPABLE OF WITHSTANDING A 300-POUND LOAD. THE LADDER SHALL HAVE OFFSET SECTIONS AND LANDINGS CAPABLE OF WITHSTANDING 100-POUNDS PER SQUARE FOOT.

THE CLIMBING CLEARANCE DISTANCE FROM THE CENTERLINE OF THE RUNGS TO THE NEAREST PERMANENT OBJECT MUST BE AT LEAST 30 INCHES. THE LADDERS SHALL BE SECURED TO THE ADJACENT STRUCTURE WITH STEEL BAR BRACKETS WELDED TO THE SIDE RAIL AND TO THE STRUCTURE WITH COMPLETE STRUCTURAL WELDS.THE LADDER SHALL NOT IN ANY WAY HAVE A NEGATIVE BACKWARDS SLOPE. THE CONTRACTOR SHALL SUBMIT FABRICATION SHOP DRAWINGS FOR GOVERNMENT APPROVAL IN ACCORDANCE WITH FAR 52-236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, DFAR 252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS, AND DFAR 252.227-7033 RIGHTS AIN SHOP DRAINGS.

TASK 5: REPLACE STEEL BAR SAFETY GRATING: THE CONTRACTOR SHALL REMOVE, FURNISH AND INSTALL COMPLIANT OVER RISER PIPE OPENING, PER AWWA D100-11, 5.1.1 SAFETY GRILL AND OSHA 29 CFR 1910.23 (A)(1). THE CONTRACTOR SHALL SUBMIT FABRICATION SHOP DRAWINGS FOR GOVERNMENT APPROVAL IN ACCORDANCE WITH FAR 52-236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, DFAR 252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS, AND DFAR 252.227-7033 RIGHTS AIN SHOP DRAINGS.

TASK 6: INTERIOR WET AREA COATING SYSTEM: SECTION 09 91 01, ELEVATED WATER STORAGE TANK REPAINTING, PARAGRAPH 3.8. THE ENTIRE SURFACE SHALL BE ABRASIVE BLAST CLEANED TO A NEAR WHITE FINISH, REMOVING ALL EXISTING PAINT, DIRT, MILL SCALE, FOREIGN MATTER BY THE METHODS OUTLINED IN THE SSPC SOCIETY OF PROTECTIVE COATING'S SPECIFICATION SP-10. MINIMUM ANGULAR ANCHOR PROFILE OF 2.0 MILS IS REQUIRED. APPLY A PRIME COAT, STRIPE COAT, INTERMEDIATE COAT, AND FINISH COAT.

PERFORM SEAM SEALING ON ALL UN-WELDED INTERIOR ROOF SEAMS TO PREVENT FAILURE OF INTERIOR LINER.

TASK 7: INTERIOR DRY AREA COATING SYSTEM: SECTION 09 91 01, ELEVATED WATER STORAGE TANK REPAINTING, PARAGRAPH 3.9. THE INTERIOR DRY AREAS OF THE TANK SHALL BE ABRASIVE BLAST CLEANED TO A COMMERCIAL BLAST FINISH REMOVING ALL EXISTING PAINT, RUST, DIRT, MILL SCALE AND FOREIGN MATTER BY THE RECOMMENDED METHODS OUTLINED IN THE SSPC SOCIETY OF PROTECTIVE COATING'S SPECIFICATION SP-6. A BLAST PROFILE OF 1.5 MILS IS REQUIRED. ALL OTHER RUSTED AND FAILED SURFACES ON THE INTERIOR DRY AREAS SHALL BE SPOT ABRASIVE BLAST CLEAN TO A COMMERCIAL FINISH, SSPC SP-6. FEATHER EDGES TO FORM A SMOOTH TRANSITION TO TIGHT EXISTING PAINT.

APPLY PRIME AND FINISH COAT.

TASK 8: TEST AND DISINFECTION OF TANK, RISER AND PIPING:

A) AFTER CURING AND PRIOR TO DISINFECTING, THE CONTRACTOR SHALL WASH THE TANK INTERIOR WITH POTABLE WATER. ALL EQUIPMENT, INCLUDING BROOMS, BRUSHES, SPRAY EQUIPMENT, AND WORKER'S BOOTS, SHALL BE DISINFECTED BEFORE THEY ARE USED TO CLEAN THE WATER STORAGE FACILITY. THE CONTRACTOR SHALL SUPPLY AN ADEQUATE FLOW OF WATER (20 GPM MINIMUM) WITH SUFFICIENT PRESSURE (60 PSI MINIMUM AT THE NOZZLE) TO WASH THOROUGHLY ALL THE INTERIOR SURFACES, INCLUDING THOSE SURFACES ABOVE THE TOP CAPACITY LEVEL. ALL RESIDUE SHALL BE REMOVED FROM THE TANK AND RISER AND SHALL BE DISPOSED OF PROPERLY.

B) THE STRUCTURE WILL BE TESTED BY FILLING THE TANK WITH WATER AND ANY LEAKS OR DEFECTS WHICH MAY APPEAR WILL BE REPAIRED. PRIOR TO ACCEPTANCE, CONTRACTOR SHALL DISINFECT THE TANK IN ACCORDANCE WITH AWWA C-652-19 CHLORINATION METHOD 2 OR CHLORINATION METHOD 3. DISINFECTION SHALL BE PERFORMED

BY A COMPETENT WATER TREATMENT CONTRACTOR.

C) AFTER DISINFECTING THE TANK AND RETURNING THE CHLORINE RESIDUAL TO NORMAL, TWO BACTERIOLOGICAL TESTS SHALL BE TAKEN 24 HOURS APART. BOTH TESTS MUST

COME BACK NON-DETECTABLE.

TASK 9: SPECIFICATIONS FOR SPOT CLEANING AND SPOT COATING OF EXTERIOR AREAS DAMAGED BY REPAIRS AND NEW ITEMS:

A) SURFACES TO BE SHOP CLEANED AND SHOP PRIMED: ANY NEW ITEMS FOR THE EXTERIOR OF THE TANK SHALL BE SHOP CLEANED AND SHOP PRIMED IN ACCORDANCE WITH THE

PARAGRAPHS IN THIS SECTION.

B) SHOP PREPARATION: CLEAN ALL STEEL SURFACES OF THE NEW EXTERIOR ACCESSORIES IN THE SHOP TO SSPC-SP6, COMMERCIAL BLAST CLEANING (MODIFIED).

C) BLACK LIGHT IN SHOP: IF THE POTENTIAL EXISTS FOR GREASE OR OIL ON THE STEEL SURFACES IN THE SHOP, THE CONTRACTOR SHALL EVALUATE THE STEEL IN THE SHOP BY BLACK LIGHT TO VERIFY ANY PRESENCE OF GREASE OR OIL ON THE SURFACE. IF PRESENT, THE GREASE AND/OR OIL SHALL BE PROPERLY REMOVED FROM THE STEEL SURFACE.

D) ROUGH AREAS: THESE PARAGRAPHS APPLY TO ROUGH AREAS CREATED DURING THE FABRICATION PROCESSES. THIS SHALL BE INCLUDED IN THE BASE BID.

(1) BURRS, WELD SPATTER, SHARP EDGES, CORNERS OR ROUGH WELDS WHICH WOULD CAUSE DIFFICULTY IN ACHIEVING A DEFECT-FREE COATING SHALL BE CHIPPED OR

GROUND SMOOTH.

(2) IT IS NOT THE INTENT TO HAVE THE WELDS OR SCARS CHIPPED AND/OR GROUND FLUSH. THE OBJECTIVE OF THE CHIPPING AND/OR GRINDING IS TO ELIMINATE SHARP EDGES, CORNERS, AND OVERLAPS IN ORDER TO PROVIDE A SURFACE FOR THE APPLICATION OF A UNIFORM THICKNESS COATING WITHOUT VOIDS.

(3) THESE CHIPPED AND/OR GROUND AREAS SHALL BE CLEANED TO PROVIDE THE PROPER SURFACE PROFILE FOR THE PAINT.

E) SHOP PRIMING: WITHIN EIGHT (8) HOURS OF THE SHOP CLEANING AND BEFORE THE FORMATION OF RUST, THE EXTERIOR STEEL SURFACES CLEANED IN THE SHOP (SSPC-SP6) SHALL BE PRIMED WITH THE SPECIFIED SHOP PRIMER, WITH THE EXCEPTION OF A 2 IN. WIDE MARGIN AT THE EDGES TO BE FIELD WELDED. AFTER THE APPLICATION OF THE PRIME COAT, ANY SEAMS, PLATE EDGES, JOINTS, ROUGH AREAS, BOLT HEADS AND NUTS, REMAINS OF ERECTION LUGS AND SCARS, CORNERS, MEMBER INTERSECTIONS, AND OTHER DEVIATIONS FROM SMOOTH SURFACES SHALL BE PRIMED BY BRUSH USING 10% THINNED MATERIAL IN A CONTRASTING COLOR TO THE PRIMER.

F) FIELD SURFACE PREPARATION AND DEBRIS REMOVAL: ALL AREAS OF EXTERIOR COATING DAMAGED DURING THE REPAIRS, SHALL BE SPOT CLEANED TO SSPC-SP 11, POWER TOOL CLEANING TO BARE METAL. COATING SURFACES SURROUNDING THE SPOT CLEANED AREAS SHALL BE SANDED OR SCARIFIED TO PROVIDE A PROPER SURFACE PROFILE IN THE EXISTING COATING FOR THE ADHERENCE OF THE SPOT PRIME THE PAINT AND CLEANING DEBRIS SHALL BE PROMPTLY STORED IN LEAK-PROOF COVERED DUMPSTERS ON THE SITE AND DISPOSED OF IN ACCORDANCE WITH THE REMOVAL AND DISPOSAL OF CLEANING RESIDUE PARAGRAPH OF THESE SPECIFICATIONS.

G) SPOT PRIMING: NOT LATER THAN DURING THE SAME DAY AND BEFORE THE FORMATION OF RUST, THE SPOT CLEANED EXTERIOR SURFACES (SSPC-SP 11) SHALL BE SPOT PRIMED WITH THE SPECIFIED PRIMER. FOR STRIPE COATING, SPECIAL ATTENTION SHALL BE GIVEN TO WELDS, LAPPED JOINTS, BOLT HEADS AND NUTS, THREADS, RIVETS, CORNERS, MEMBER INTERSECTIONS, AND OTHER DEVIATIONS FROM SMOOTH SURFACES. THESE AREAS SHALL BE SPOT PRIMED BY BRUSH WITH A 10% THINNED COAT, AFTER THE INITIAL

SPOT PRIMING.

H) SPOT INTERMEDIATE COAT: THE SPOT PRIMED AREAS SHALL THEN BE GIVEN ONE SPOT INTERMEDIATE COAT OF PAINT. THE COLOR SHALL DIFFER FROM THE PRIMER AND SHALL BE SLIGHTLY DARKER THAN THAT CHOSEN FOR THE FINISH COAT, BEING DARK ENOUGH TO VISUALLY ASSURE APPLICATION OF THE FINISH COAT, AND LIGHT ENOUGH TO ALLOW PROPER HIDING. (AN INTERMEDIATE COAT LIGHTER THAN THE FINISH COAT SHALL NOT BE PERMITTED DUE TO THE INABILITY TO DISTINGUISH BETWEEN THE LIGHTER

INTERMEDIATE AND THE HIGHLIGHTS OF THE FINISH).

I) SPOT FINISH COAT: THE SPOT INTERMEDIATE COATED AREAS SHALL THEN BE GIVEN A FINAL SPOT COAT OF THE SELECTED PAINT MATCHING THE COLOR OF THE EXISTING

EXTERIOR FINISH COAT.

J) COATINGS FOR AREAS DAMAGED BY REPAIRS: ACCEPTABLE COATING MANUFACTURERS AND SPECIFICATIONS FOR THE EXTERIOR SURFACES DAMAGED BY THE REPAIRS

INCLUDE THE FOLLOWING:

(1) TNEMEC COMPANY, INC., KANSAS CITY, MO 64141

(SPOT) 135 CHUMBUILD 3.0 - 5.0 MILS

(SPOT) SERIES 27 TYPOXY 2.0 - 3.0 MILS

(SPOT) SERIES 1075 ENDURA-SHIELD II (SEMI-GLOSS) 2.0 - 3.0 MILS

TOTAL SYSTEM DRY THICKNESS 7.0 - 11.0 MILS

THE MANUFACTURER MUST CERTIFY THAT THE COATINGS FURNISHED ARE IN COMPLIANCE WITH THESE SPECIFICATIONS.

2. TANK EMPTY FOR PAINTING: THE TANK SHALL BE EMPTY DURING ALL SURFACE PREPARATION, APPLICATION AND CURING OF THE COATING.

3. VERIFICATION OF DIMENSIONS: CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OR ORDERING ANY MATERIALS OR PARTS NEEDED FOR THIS PROJECT. NO ADDITIONAL COMPENSATION WILL BE MADE TO THE CONTRACTOR FOR ITEMS THAT HAVE TO BE MODIFIED, CUT, OR REPLACED BECAUSE OF INADEQUATE DIMENSIONS USED IN

ORDERING OR FABRICATING ITEMS.

4. ACCESSIBILITY FOR OBSERVATION: ALL WORK SHALL BE MADE ACCESSIBLE TO THE FIELD INSPECTOR USING THE CONTRACTOR'S RIGGING AND EQUIPMENT. IF ASSISTANCE IS REQUIRED FOR THE FIELD OBSERVER TO SAFELY ACCESS THE WORK, THE CONTRACTOR SHALL FURNISH LABOR TO ASSIST THE FIELD OBSERVER. THE COST OF THIS LABOR SHALL BE

INCLUDED IN THE BASE CONTRACT AMOUNT.

5. VENTILATION: FORCED VENTILATION SHALL BE SUPPLIED TO THE INTERIOR OF THE TANK FOR A PERIOD OF TIME EQUAL TO THE PAINT MANUFACTURER'S RECOMMENDED RECOAT TIMES FOR THE PRIME COAT AND FOR A CONTINUOUS PERIOD OF AT LEAST 48 HOURS AFTER THE FINAL COAT HAS BEEN APPLIED. ADEQUATE VENTILATION OF THE CONTAINER BOTTOM, RISER, AND OTHER LOW LYING AREAS OF THE TANK AND CONTAINER SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED FOR SOLVENT RELEASE AND COATING CURE.

THIS VENTILATION SHALL, AT A MINIMUM, BE IN ACCORDANCE WITH AWWA D102 AND SHALL BE SUBMITTED FOR REVIEW. THE CONTRACTOR SHALL FURNISH, INSTALL, AND OPERATE THE EQUIPMENT THAT IS NECESSARY TO PROVIDE FORCED VENTILATION TO AID CURING. IF SUPPLEMENTARY HEATING OR DEHUMIDIFICATION IS REQUIRED TO EFFECT CURING, THE CONTRACTOR SHALL FURNISH, INSTALL, AND OPERATE THE EQUIPMENT TO PERFORM THE SUPPLEMENTARY HEATING REQUIRED AT NO ADDITIONAL COST TO THE GOVERNMENT.

6. INLET/OUTLET, DRAIN, AND OVERFLOW PIPING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING THAT NO FOREIGN MATERIAL INCLUDING, BUT NOT LIMITED TO PAINT, ABRASIVE, RAGS, OR TOOLS ENTER THE INLET/OUTLET, DRAIN, OR OVERFLOW PIPING DURING THE EXECUTION OF THE WORK. ANY MATERIAL FOUND IN THIS PIPING AT THE TIME THE TANK IS PLACED BACK INTO SERVICE SHALL BE REMOVED AT THE EXPENSE OF THE CONTRACTOR. TO AID IN PREVENTING THE ENTRANCE OF FOREIGN MATERIAL, THE CONTRACTOR SHALL DRAIN THE PIPE AND EITHER LOWER THE PROTECTIVE COVER TO THE TOP OF THE PIPE, TACK WELD A PLATE OVER THE INLET/OUTLET PIPE OR PLACE AN EXPANDABLE PLUG IN THE PIPE. IF A PLATE IS TACK WELDED OVER THE PIPE, THE PLATE SHALL COMPLETELY COVER THE PIPE AND SHALL NOT BE REMOVED UNTIL THE INTERIOR AND EXTERIOR PAINTING IS COMPLETE. AFTER THE PLATE IS REMOVED THE DAMAGED AREAS OF COATING AND WELD BURRS SHALL BE GROUND SMOOTH AND RECOATED IN ACCORDANCE WITH THE APPLICABLE PARAGRAPHS IN THESE DETAILED TECHNICAL SPECIFICATIONS. IF AN EXPANDABLE PLUG IS INSERTED IN THE PIPE, THE PLUG SHALL BE PLACED APPROXIMATELY 18 IN. DOWN IN THE PIPE TO ALLOW FOR PROPER COATING OF THE INLET/OUTLET PIPE.THE INLET/OUTLET PIPE INTERIOR SHALL BE CLEANED AND PAINTED APPROXIMATELY 1 PIPE DIAMETER BELOW THE

TOP OF THE PIPE.

7. WELDERS CERTIFICATION: ALL WELDERS AND WELDING OPERATORS SHALL BE CERTIFIED IN ACCORDANCE WITH ASME, SECTION IX OR AWS D1.1 (TESTS AS DESCRIBED IN AWS B2.1) TO THE PROCEDURES AND PROCESSES REQUIRED TO ACCOMPLISH THE WORK. WELDER'S CERTIFICATION PAPERS SHALL BE FURNISHED TO THE CO/COR FOR REVIEW PRIOR TO THE

COMMENCEMENT OF WELDING ON THE TANK.

8. WELDING REPAIRS: ALL WELDING TO THE INTERIOR OR EXTERIOR OF THE TANK IS TO BE MADE PRIOR TO ALL PAINTING OPERATIONS. ANY RESULTING BURRS, WELD SPATTER, SHARP EDGES, CORNERS, OR ROUGH WELDS WHICH WOULD CAUSE DIFFICULTY IN APPLYING A HOLIDAY-FREE COATING SHALL BE GROUND SMOOTH. THIS GRINDING IS CONSIDERED INCIDENTAL TO THE WELDING WORK AND IS TO BE INCLUDED IN THE BASE BID. AFTER GRINDING, THESE AREAS SHALL BE CLEANED TO PRODUCE THE PROFILE RECOMMENDED BY THE

MANUFACTURER OF THE COATING SYSTEM.

9. DESTRUCTIVE TESTING OF COATINGS: IF DISPUTES ARISE CONCERNING THE QUALITY OF THE APPLIED COATINGS, ADHESION TESTS, TOOKE GAGE ANALYSIS, OR SOME OTHER FORM

OF DESTRUCTIVE TESTING MAY BE USED TO RESOLVE THE DISPUTE.

10. FIRE WATCH: ALL EQUIPMENT AND WIRING SHALL BE PROTECTED FROM SPARKS, FIRE, WELD SPATTER OR OTHER POTENTIAL HEAT AND/OR IGNITION SOURCES. CONTRACTOR SHALL HAVE A TRAINED EMPLOYEE EQUIPPED WITH PROPER FIRE SUPPRESSION EQUIPMENT STATIONED ON THE GROUND AT ALL TIMES THAT PERSONNEL ARE CUTTING, WELDING, OR GRINDING ON THE TANK OR STRUCTURE.

11. OPERATION OF VALVES AND EQUIPMENT: ALL OPERATIONS WHICH COULD INCLUDE CLOSING VALVES, SWITCHING, STATING, STOPPING, OR REMOVAL FROM SERVICE OF ANY EQUIPMENT SHALL BE DONE BY 17 CES/CEO PERSONNEL. IF THE CONTRACTOR DESIRES THE OWNER TO CLOSE VALVES, OPERATE SWITCHES, START, STOP, OR REMOVE ANY EQUIPMENT FROM SERVICE, THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE TO THE CONTRACTING OFFICER.

12. PERIOD OF PERFORMANCE: THE PERIOD OF PERFORMANCE SHALL BE NINETY (90) CALENDAR DAYS AFTER ISSUANCE OF NOTICE TO PROCEED (NTP).

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DEDUCTIVE ALTERNATE BID #1: ALL WORK IN THE BASE BID MINUS THE INSTALLATION OF THE RISER ACCESS MANWAY (TASK 3) AND REPLACEMENT OF THE INTERNAL RISER ACCESS LADDER (TASK 4) - PERFORMANCE PERIOD IS 80 DAYS.

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text Project Number:

AutoCAD SHX Text

SHEET TITLE

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SEQ.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

JCGU 26-7001

AutoCAD SHX Text 12/10/2025

AutoCAD SHX Text Date:

AutoCAD SHX Text

GOODFELLOW AIR FORCE BASE, TEXAS

AutoCAD SHX Text 17th TRAINING WING

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Drawn by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Submitted by:

AutoCAD SHX Text

EMERGENCY REPAIR WATER TOWER B738 (WEST)

AutoCAD SHX Text

PROJECT NO. JCGU 26-7001

AutoCAD SHX Text

JOSE MIGUEL RUVALCABA DOBBS

AutoCAD SHX Text

TROY MARTINSON, PE

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TROY MARTINSON, PE

4 G-004

SAFETY NOTES:

1. COMPLIANCE WITH REQUIREMENTS: THE CONTRACTOR SHALL STRICTLY COMPLY WITH ALL APPLICABLE STATUTES, REGULATIONS, ORDERS, RULES, REQUIREMENTS AND STANDARDS OF ALL GOVERNMENTAL AUTHORITIES HAVING

JURISDICTION WITH RESPECT TO THE PROJECT, INCLUDING WITHOUT LIMITATION, FEDERAL, STATE, AND LOCAL OSHA AND HEALTH REGULATIONS AS WELL AS THE LATEST PROFESSIONAL PRACTICES.

2. DUTY TO PROTECT EMPLOYEES AND OTHER PERSONS: THE CONTRACTOR SHALL, AT ITS OWN EXPENSE, PROTECT ITS EMPLOYEES AND OTHER PERSONS FROM RISK OF INJURY, BODILY HARM, OR DEATH ARISING OUT OF OR IN ANY WAY

CONNECTED WITH WORK PERFORMED.

3. PERSONAL PROTECTIVE AND LIFESAVING EQUIPMENT: THE CONTRACTOR SHALL PROVIDE AND REQUIRE THE USE OF PERSONAL PROTECTIVE AND LIFESAVING EQUIPMENT FOR ALL PERSONS WORKING ON OR ABOUT THE PROJECT.

4. 10-HOUR OSHA SAFETY TRAINING REQUIREMENT: PRIOR TO COMMENCING WORK, ALL PERSONNEL ON THE JOB SITE WILL HAVE A MINIMUM OF TEN (10) HOURS OF OSHA SAFETY TRAINING OR EQUIVALENT TRAINING WITHIN THE PREVIOUS YEAR. PROOF OF TRAINING MUST BE MAINTAINED AT THE JOBSITE AND FAILURE TO PROVIDE DOCUMENTATION CAN RESULT IN REMOVAL FROM THE PROJECT.

5. MATERIAL SAFETY: MATERIAL SAFETY DATA SHEETS (MSDS) AND PRODUCT DATA SHEETS FOR ALL PAINT, SOLVENTS AND CHEMICALS USED, SHALL BE AVAILABLE ON THE JOB SITE AT ALL TIMES.

6. NO SMOKING PERMITTED: NO SMOKING WILL BE PERMITTED IN THE WATER TANK.

7. SPRAY EQUIPMENT GROUNDING: SPRAY EQUIPMENT MUST BE GROUNDED AT ALL TIMES DURING SANDBLASTING AND PAINTING.

8. HEAD AND FACE PROTECTION AND RESPIRATORY DEVICES: APPLICABLE HEALTH AND SAFETY PRECAUTIONS REQUIRED BY APPROPRIATE REGULATORY AGENCIES SUCH AS OSHA, ANSI ETC. SHALL BE FOLLOWED.

9. VENTILATION: VENTILATION SHALL BE ADEQUATE TO REDUCE THE CONCENTRATION OF AIR CONTAMINATION TO THE DEGREE THAT HAZARD TO THE WORKER DOES NOT EXIST.

10. OCCUPATIONAL NOISE EXPOSURE: WHENEVER THE OCCUPATIONAL NOISE EXPOSURE EXCEEDS THE MAXIMUM ALLOWABLE SOUND LEVELS, THE CONTRACTOR SHALL PROVIDE AND REQUIRE THE USE OF APPROVED EAR PROTECTIVE DEVICES. NOISE LEVELS CANNOT EXCEED OSHA OR LOCAL REGULATIONS FOR OTHER WORKERS OR RESIDENTS.

11. TEMPORARY LADDERS AND SCAFFOLDINGS: ALL TEMPORARY LADDERS AND SCAFFOLDINGS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF THE OSHA REGULATIONS FOR CONSTRUCTION. THEY SHALL BE ERECTED WHERE REQUESTED BY THE COR TO FACILITATE PROPER INSPECTION AND BE MOVED BY THE CONTRACTOR TO LOCATIONS REQUIRED BY THE COR.

12. CONFINED SPACE ENTRY: THE CONTRACTOR SHALL COMPLY WITH AND HAVE DOCUMENTED CONFINED ENTRY SPACE PROCEDURES AVAILABLE AT THE TANK SITE AT ALL TIMES AS REQUIRED BY OSHA 29 CFR 1926 SUBPART AA. THE CONTRACTOR SHALL ALSO COMPLY WITH ANY STATE AND/OR LOCAL REQUIREMENTS WHICH ARE MORE RESTRICTIVE THAN THE FEDERAL REQUIREMENTS.

13. RIGGING ATTACHMENTS: ALL RIGGING ATTACHMENTS PRESENT ON THE TANK SHALL BE CAREFULLY EVALUATED BY THE CONTRACTOR IMMEDIATELY PRIOR TO USE FOR THE TYPE AND MAGNITUDE OF LOADS WHICH CONTRACTOR INTENDS TO IMPOSE ON THEM. ANY RIGGING ATTACHMENTS INSTALLED ON THE TANK BY THE CONTRACTOR SHALL BE REMOVED AT THE COMPLETION OF WORK AND AREAS DAMAGED BY THE REMOVAL OF THESE ATTACHMENTS SHALL BE CLEANED AND PAINTED IN ACCORDANCE WITH THESE SPECIFICATIONS. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR USE OF ANY EXISTING OR ADDED ATTACHMENTS.

14. WELDING AND CUTTING PRECAUTIONS: NO WELDING OR FLAME CUTTING THROUGH THE EXISTING COATING SYSTEM SHALL BE PERMITTED, UNLESS ADEQUATE WORKER PROTECTION IS PROVIDED IN ACCORDANCE WITH THE INSTRUCTIONS

IN ANSI Z49.1, "SAFETY IN WELDING AND CUTTING."

15. RESPONSIBILITY OF CONTRACTOR'S COMPETENT PERSONS: THE CONTRACTOR'S COMPETENT PERSON(S) SHALL BE RESPONSIBLE FOR OVERSEEING JOB SITE SAFETY AND PAINT REMOVAL AND ELEVATED WATER TANK REPAIR OPERATIONS WITHOUT SUPERVISION OF THE GOVERNMENT, PROJECT ENGINEER, AND/OR FIELD OBSERVER (INSPECTOR). RESPONSIBILITIES SHALL INCLUDE:

A. ENSURING THAT A HAZARD COMMUNICATION PROGRAM HAS BEEN CONDUCTED FOR THE CONTRACTOR'S PERSONNEL ON SITE.

B. ENSURING THAT THE CONFINED ENTRY SPACE PROCEDURES ARE FOLLOWED.

C. ENSURING THAT EMPLOYEES ARE WEARING PERSONAL PROTECTIVE EQUIPMENT AND ARE TRAINED IN THE USE OF SUCH EQUIPMENT IN ACCORDANCE WITH ALL OSHA AND EPA REGULATIONS.

D. ENSURING THAT EMPLOYEES ARE UTILIZING FALL PROTECTION AND ARE TRAINED IN ACCORDANCE WITH ALL OSHA REGULATIONS.

E. DAILY INSPECTION AND APPROVAL OF THE RIGGING EQUIPMENT AND SCAFFOLDING UTILIZED.

F. ENSURING THAT THE ENGINEERING CONTROLS IN USE ARE IN OPERATING CONDITION AND FUNCTIONING PROPERLY.

G. ENSURING THAT FUGITIVE EMISSIONS TO AIR, WATER, OR SOIL ARE MINIMIZED AND THAT HANDLING OF ALL WASTE STREAMS IS IN COMPLIANCE WITH APPLICABLE REGULATIONS AND CONTRACT SPECIFICATIONS.

H. CONTROLLING ACCESS TO THE WORK SITE AND ENSURING THAT CONTAMINATED CONTROL BOUNDARIES ARE MARKED OFF.

I. MAINTAINING PROJECT DOCUMENTATION.

15. SAFETY ANALYSIS FORMS AND MEETINGS: THE CONTRACTOR IS REQUIRED TO THOROUGHLY REVIEW ALL PHASES OF THE PROJECT AND COMPLETE AND SUBMIT THE “JOB SAFETY ANALYSIS” AND THE “CONTRACTOR SAFETY CHECKLIST” PRIOR TO MOBILIZING TO THE SITE. EACH SUBCONTRACTOR SHALL SUBMIT THESE FORMS FOR THEIR WORK AT THE SITE AS WELL. THE CONTRACTOR SHALL UPDATE THE FORMS AS THE PROJECT PROGRESSES OR IF THERE IS A CHANGE OF PERSONNEL AT THE SITE. ONCE THE SITE WORK BEGINS, THE CONTRACTOR’S COMPETENT PERSON SHALL COMPLETE THE “DAILY JOBSITE SAFETY SURVEY REPORT” AND A “CONTRACTOR DAILY SIGN-IN FORM” TO BE PRESENTED TO THE FIELD OBSERVER AT THE END OF EACH DAY. THE CONTRACTOR SHALL HOLD DAILY SAFETY MEETINGS TO DISCUSS SPECIFIC ACTIVITIES AND EVENTS FOR THE DAY AND THE SAFETY RAMIFICATIONS. THIS SHALL BE RECORDED EACH DAY, WITH A LIST OF THE ATTENDEES.

16. CLEANING DEBRIS AND OVER SPRAY: THE CONTRACTOR SHALL ENSURE THAT NO SPENT CLEANING/BLASTING DEBRIS, DUST, OVERSPRAY, COATING DROPLETS, OR EMISSIONS OF ANY KIND ESCAPE TO THE ATMOSPHERE AND TRAVEL FARTHER THAN 20 FT FROM THE BASE OF THE TANK, OR ANY LESSER DISTANCE REQUIRED TO AVOID CONTAMINATION OF ADJACENT BUILDINGS, WORK SITES AND PARKING LOTS. FOR THE SPOT CLEANING THE CONTRACTOR MAY UTILIZE POWER-TOOL CLEANING TECHNIQUES OR LOCALIZED CONTAINMENT IN ORDER TO MEET THE SAME CONTAINMENT CRITERIA (PRIMARILY LACK OF EMISSIONS) AS THAT OF OTHER TYPES OF CONTAINMENT. ALL OVERSPRAY AND PAINT DROPLETS SHALL BE CONTAINED ON THE TANK SITE WITHIN THE DISTANCE LISTED ABOVE. THE OWNER RESERVES THE RIGHT TO STOP WORK OR TO REQUIRE ADDITIONAL OR DIFFERENT CONTAINMENT METHODS IF THE CONTRACTOR'S OPERATIONS CREATE A NUISANCE BEYOND THE TANK SITE PROPERTY LINE IN THE SOLE OPINION OF THE OWNER, THE ENGINEER, THE OWNER'S DESIGNATED REPRESENTATIVE, ANY REGULATORY AGENCY, OR NEIGHBOR. ALL COSTS OF PROVIDING AN ADEQUATE CONTAINMENT SYSTEM SHALL BE INCLUDED BY THE CONTRACTOR IN THE BID.

16. REMOVAL AND DISPOSAL OF CLEANING RESIDUE: DROP TUBES DEPOSITING THE INTERIOR CLEANING MATERIALS FROM THE MANHOLE NEAR THE TANK BOTTOM TO THE GROUND SHALL BE FURNISHED BY THE CONTRACTOR. THE CLEANING DEBRIS SHALL BE CLEANED UP AND STORED DAILY IN LEAK-PROOF COVERED DUMPSTERS/CONTAINERS LINED WITH POLYETHYLENE. EACH COVER SHALL BE DESIGNED AND INSTALLED TO KEEP ALL RAINWATER FROM ENTERING THE DUMPSTER/CONTAINER OR THE CONTENTS. ALL OPERATIONS ASSOCIATED WITH THIS PROJECT SHALL BE IN CONFORMANCE WITH THE OCCUPATIONAL SAFETYAND HEALTH ACT (OSHA) OF 1970 AND ALL REGULATIONS AND STANDARDS PROMULGATED UNDER THIS ACT, AS WELL AS ALL APPLICABLE STATE AND LOCAL STANDARDS AND REGULATIONS GOVERNING WORKER SAFETY AND HEALTH.

17. LEAD-BASED PAINT DISPOSAL: THE CONTRACTOR SHALL FOLLOW AND STRICTLY ADHERE TO ALL APPLICABLE HEALTH AND SAFETY REGULATIONS AS REQUIRED BY LOCAL, STATE, AND FEDERAL REGULATORY AGENCIES SUCH FOR THE SURFACE PREPARATION, REMOVAL, AND WASTE DISPOSAL OF ALL LEAD-BASED PAINT SYSTEMS.

18. ACTIVE NUISANCES AND CLEANUP: THE JOB SITE SHALL BE KEPT IN A CLEAN AND SAFE CONDITION AT ALL TIMES. HAZARDS OR ATTRACTIVE NUISANCES SHALL BE PROTECTED AT ALL TIMES. UPON COMPLETION OF THE WORK, THE JOB SITE AND ALL NEARBY SITES IMPACTED BY THE WORK ACTIVITIES SHALL BE LEFT CLEAN OF ALL DEBRIS, CLEANING RESIDUE, OR ANY OTHER ITEMS RESULTING FROM THE OPERATIONS OF THE CONTRACTOR. IMPERVIOUS DRIP PANS OR DOUBLE LAYERS OF PLASTIC SHEETING (EACH AT LEAST 6 MIL THICK) SHALL BE PLACED UNDER ANY COMPRESSORS, GENERATORS, PAINT PUMPS, MIXERS, WELDING MACHINES, ETC. TO PREVENT OILS, SOLVENTS, ORGANIC COMPOUNDS, OR OTHER CONTAMINANTS FROM LEACHING INTO THE SOIL. FUEL STORAGE TANKS, THINNERS, AND OTHER POTENTIALLY HAZARDOUS MATERIALS SHALL BE PLACED INSIDE SECONDARY CONTAINMENT STRUCTURES TO PREVENT CONTAMINANTS FROM LEACHING INTO THE SOIL. ANY OILS, SOLVENTS, ORGANIC COMPOUNDS, OR CONTAMINANTS SPILLED ON THE SITE DURING THE PROCESS OF THE WORK SHALL BE IMMEDIATELY REMOVED AND CLEANED UP BY THE CONTRACTOR. ANY EARTH CONTAMINATED BY A SPILL. SHALL ALSO BE REMOVED AND REPLACED WITH NEW CERTIFIED CLEAN MATERIAL TO THE SATISFACTION OF THE CONTRACTING OFFICER THE CHIEF ENGINEER. IF THE OWNER HAS TO REMOVE THE OILS, SOLVENTS, ORGANIC COMPOUNDS, CONTAMINANTS, OR EARTH, THE OWNER MAY DEDUCT THE COSTS OF REMOVAL AND CLEAN-UP FROM THE TOTAL CONTRACT AMOUNT OWED THE CONTRACTOR.

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AutoCAD SHX Text

SAFETY NOTES

AutoCAD SHX Text Project Number:

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SEQ.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

JCGU 26-7001

AutoCAD SHX Text 12/10/2025

AutoCAD SHX Text Date:

AutoCAD SHX Text

GOODFELLOW AIR FORCE BASE, TEXAS

AutoCAD SHX Text 17th TRAINING WING

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Drawn by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Submitted by:

AutoCAD SHX Text

EMERGENCY REPAIR WATER TOWER B738 (WEST)

AutoCAD SHX Text

PROJECT NO. JCGU 26-7001

AutoCAD SHX Text

JOSE MIGUEL RUVALCABA DOBBS

AutoCAD SHX Text

TROY MARTINSON, PE

AutoCAD SHX Text

TROY MARTINSON, PE

G-001 Cover Sheet (2)-G-001

Sheets and Views

G-001

G-002 Site Staging Plan (3)-G-002

Sheets and Views

G-002

G-003 General Notes (2)-G-003

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G-003

G-004 Safety Notes (1)-G-004

Sheets and Views

G-004

File details come from the government source that posted it. Updated Jul 21, 2026.