Moody Water Plant Rehab 5_27_25.pdf
PDF 4 MB Posted
- Attached to
- Moody Water Plant chemical Room Rehab
- Solicitation number
- PE-69200-NONST-2026-000000047
- Issued by
- Liberty County, Georgia
About this file
This is a set of construction drawings for the Moody Water Plant Chemical Room Rehabilitation project located at Moody Air Force Base in Valdosta, Georgia, prepared by LEA, PC on behalf of Lowndes County Utilities Department. The project encompasses three main scope areas: rehabilitation of the sulfuric acid room, electrical upgrades, and drainage improvements. The sulfuric acid room work includes replacement of the existing HDPE sulfuric acid container and spill containment pallet, installation of new chemical feed pumps and corrosion-resistant piping with a new sight glass, application of corrosion-resistant coatings to the pit floor and walls up to four feet in height, and replacement of all surface-mounted metallic electrical conduit with Schedule 80 PVC raceway. The electrical rehabilitation scope involves removing all exposed metal electrical raceways, metallic outlet boxes, and wiring devices, replacing them with non-metallic PVC components and plastic cover plates, and installing new 20-amp specification-grade GFCI outlets. The drainage improvements include extending a downspout to ground elevation with a PVC connector, installing 40 linear feet of six-inch dualwall HDPE N12 drain pipe at minimum 1% slope with 18 inches of cover, and coring a six-inch pipe into an existing drainage structure. Additional work involves comprehensive surface preparation and painting of walls, floors, doors, and columns using specified TNEMEC coating systems with multiple coats at specified dry film thicknesses, repair of wall cavities with non-shrink grout, and neutralization and proper disposal of existing sulfuric acid according to federal, state, and local guidelines.
The contract documents were prepared with a submittal date of May 20, 2025, and include three drawing sheets covering the project layout, sulfuric acid room details with cross-section, and drainage plan. Contact information is provided for Steve Stalvey of Lowndes County Utilities Department and project engineer Clayton Milligan, PE, with Jeff Lovell, PE listed as principal-in-charge at LEA, PC. The drawings note that contractor shall verify the locations of existing improvements prior to construction, and all acid disposal shall comply with applicable environmental regulations. No specific contract award date, response deadline, funding sources, or pricing information is provided within these technical drawings.
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Other files
| File | Type | Posted |
|---|---|---|
| Moody Water Plant Chemical Room Rehab Bid Doc.pdf | ||
| Moody Water Plant Chemical Room Rehab Bid Doc.docx | DOCX document |
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Text version
C-1
COVER
DESCRIPTION
REVISIONS
DATE
OF 3 SHEETS
SCALE:
MCMDESIGNED BY:
CHECKED BY: JSL
05/20/25SUBMITTAL DATE:
0010-191JOB NO.
THESE DRAWINGS ARE THE PROPERTY OF THE
ENGINEER AND MAY NOT BE REPRODUCED OR
REUSED WITHOUT PERMISSION AND CREDIT.
Ó LEA, PC 2025
Telephone: 229-253-0900 Fax: 229-253-1842
E-mail: lea@lea-pc.com
Valdosta, GA 31604 3998 Inner Perimeter Road
P.O. Box 2830
GA CORP# 0419099
FL CORP# F04000002135
MOODY
WATER PLANT
CHEMICAL
ROOM REHAB
MOODY AFB
VALDOSTA, GEORGIA
CIVIL/ENVIRONMENTAL ENGINEERING
SURVEYING
LOCATION MAP
N.T.S.
DRAWING INDEX
MOODY WATER PLANT
CHEMICAL ROOM REHAB
FOR
MOODY AFB
LEA PROJECT NUMBER 0010-191
SUBMITTAL DATE: MAY 20, 2025
VALDOSTA, GEORGIA
SHEET DESCRIPTION
C-1 COVER
C-2 SULFURIC ACID ROOM
C-3 DRAINAGE PLAN
CONTACT INFORMATION
LOWNDES COUNTY
UTILITIES DEPT. - STEVE STALVEY 229-671-2504
LEA
PROJECT ENGINEER - CLAYTON MILLIGAN, PE
PRINCIPAL-IN-CHARGE - JEFF LOVELL, PE
24-HOUR CONTACT
NAME
TITLE
ADDRESS
PHONE #
LEGEND
GAS LINE
WATER LINE
SEWER LINE
FORCE MAIN
OVERHEAD POWER
UNDERGROUND POWER
CONTOUR
RIGHT-OF-WAY LINE
STORM PIPE
PROPERTY LINE
EASEMENT
SPOT ELEV.
FLOW ARROW
FIRE HYDRANT
CLEANOUT
SEWER MANHOLE
STORM CATCHBASIN
STORM GRATE INLET
STORM HEADWALL
FLARED END SECTION
UTILITY POLE
FENCE
WATER VALVE
WATER METER
EXISTING PROPOSED
MAILBOX
WM
WV
GAS VALVE GV
N.T.S.
P.O. Box 2830 3998 Inner Perimeter Road Valdosta, GA 31604 E-mail: lea@lea-pc.comFax: 229-253-1842Telephone: 229-253-0900
GA CORP#0419099 FL CORP#F04000002135
UNDERGROUND CABLE
GV
WATER FIRE DEPARTMENT
WATER SERVICE
UTILITIES PROTECTION CENTER
IT'S THE LAW
CALL US FIRST!
IF YOU DIG GEORGIA...
R www.gaupc.com
Know what's below.
Call before you dig.
CIVIL/ENVIRONMENTAL ENGINEERING
SURVEYING
PROJECT
SITE
B E
M
IS
S R
O A
D
MOODY AIR
FORCE BASE
PAINTING NOTES:ELECTRICAL NOTES:
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GEORGIA AND FLORIDA R.R.
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DRILL
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EXISTING LATRINES
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BOX
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CONCESSIONS &
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SCORE KEEPERS
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PAD
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AutoCAD SHX Text S:\0010-191 (Lowndes Co, Moody WTP Building Rehab)\DWG-PRODUCTION\Water Plant Rehab.dwg 5/27/2025 4:45 PM 5/27/2025 4:45 PM5/27/2025 4:45 PM
AutoCAD SHX Text S:\0010-191 (Lowndes Co, Moody WTP Building Rehab)\DWG-PRODUCTION\Water Plant Rehab.dwg 5/27/2025 4:45 PM 5/27/2025 4:45 PM5/27/2025 4:45 PM
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WM
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WV
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FDC
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WS
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AutoCAD SHX Text FLOOR AND WALLS: 1. SURFACE PREPARATION: REMOVE ALL FAILED AREAS BACK DOWN SURFACE PREPARATION: REMOVE ALL FAILED AREAS BACK DOWN TO SOUND SUBSTRATE. CLEAN AFFECTED AREAS WITH TSP AND WATER. PRIOR TO COATING, THE SUBSTRATE MUST BE CLEAN, DRY, AND FREE OF CONTAMINANTS. 2. BOTH WALLS AND FLOORS: FILLER/SURFACER - TNEMEC SERIES BOTH WALLS AND FLOORS: FILLER/SURFACER - TNEMEC SERIES N218 APPLIED UP TO 1" WALLS: 1. 1ST COAT: TNEMEC SERIES 282 APPLIED AT 4-8 MILS DRY 1ST COAT: TNEMEC SERIES 282 APPLIED AT 4-8 MILS DRY 2. 2ND COAT: TNEMEC SERIES 282 APPLIED AT 4-8 MILS DRY 2ND COAT: TNEMEC SERIES 282 APPLIED AT 4-8 MILS DRY FLOOR: 1. 1ST COAT: TNEMEC SERIES 282 APPLIED AT 6-10 MILS DRY 1ST COAT: TNEMEC SERIES 282 APPLIED AT 6-10 MILS DRY 2. 2ND COAT: TNEMEC SERIES 282 APPLIED AT 6-10 MILS DRY 2ND COAT: TNEMEC SERIES 282 APPLIED AT 6-10 MILS DRY DOORS AND WALLS (ABOVE 4':) 1. SURFACE PREPARATION: REMOVE ALL FAILED AREAS AND RETURN SURFACE PREPARATION: REMOVE ALL FAILED AREAS AND RETURN THEM TO A SOUND SUBSTRATE. FEATHER ANY EDGES. THE SUBSTRATE MUST BE CLEAN, DRY, AND CONTAMINANT-FREE BEFORE COATING. WALLS (ABOVE 4'): 1. 1ST COAT: TNEMEC SERIES 289 APPLIED AT 3-5 MILS DRY 1ST COAT: TNEMEC SERIES 289 APPLIED AT 3-5 MILS DRY 2. 2ND COAT: TNEMEC SERIES 289 APPLIED AT 3-5 MILS DRY 2ND COAT: TNEMEC SERIES 289 APPLIED AT 3-5 MILS DRY DOORS: 1. 1ST COAT: TNEMEC SERIES 108 APPLIED AT 1-2 MILS DRY 1ST COAT: TNEMEC SERIES 108 APPLIED AT 1-2 MILS DRY 2. 2ND COAT: TNEMEC SERIES 66 APPLIED AT 2-3 MILS DRY 2ND COAT: TNEMEC SERIES 66 APPLIED AT 2-3 MILS DRY 3. 3RD COAT: TNEMEC SERIES 66 APPLIED 2-3 MILS DRY3RD COAT: TNEMEC SERIES 66 APPLIED 2-3 MILS DRYRD COAT: TNEMEC SERIES 66 APPLIED 2-3 MILS DRY
AutoCAD SHX Text THE INTENT OF THE ELECTRICAL REHAB IS TO REMOVE ALL EXISTING EXPOSED METAL ELECTRICAL RACEWAYS, METALLIC SEALTITE, OUTLET BOXES, WIRING DEVICES, AND WIRING DEVICE PLATES IN THE SULFURIC ACID ROOM. THERE IS NO ELECTRICAL SCOPE IN THE SODIUM HYDROXIDE ROOM. ALL EXISTING SURFACE MOUNTED METALLIC CONDUIT SHALL BE REPLACED IN IT'S ENTIRETY. ALL NEW ELECTRICAL RACEWAY SHALL BE SURFACE MOUNTED SCHEDULE 80 PVC. THE NEW OUTLET BOXES SHALL BE NON-METALLIC PVC. THE NEW WIRING DEVICE COVER PLATES SHALL BE PLASTIC. REPLACE EXISTING METALLIC LB CONDULETS WITH NEW MATCHING PVC CONDULETS. STRAP ALL CONDUIT WITH PVC NONMETALLIC STRAPS. MAINTAIN CIRCUIT CONTINUITY AND PULL NEW BRANCH CIRCUIT WIRING AS REQUIRED. REPLACE ALL EXISTING DUPLEX OUTLETS WITH NEW 20 AMP SPECIFICATION GRADE GFCI OUTLETS WITH PLASTIC COVERPLATES. REPLACE EXISTING LIGHT SWITCH AND EXHAUST FAN SWITCH WITH NEW SWITCH AND PLASTIC COVERPLATES. EXISTING SURFACE MOUNTED LIGHT FIXTURES IN THE ROOM SHALL REMAIN AS IS. REPLACE ALL EXISTING SEALTITE FLEX (ROUTED TO CHEMICAL FEED PUMPS AND CONTROLLER) WITH NEW CARFLEX SEALTITE (NON METALLIC) WITH NON METALLIC FITTINGS. ANY EXISTING METALLIC CONDUIT THAT IS CURRENTLY STUBBED UP AND MUST REMAIN TO INTERCEPT TO NEW SCHEDULE 80 PVC RACEWAY SHALL BE WIRE BRUSHED TO REMOVE ALL RUST AND CORROSION. PAINT SUCH WITH TWO COATS OF CORROSION INHIBITOR AND SEAL.
C-2
SULFURIC ACID
ROOM
DESCRIPTION
REVISIONS
DATE
OF 3 SHEETS
SCALE:
MCMDESIGNED BY:
CHECKED BY: JSL
05/20/25SUBMITTAL DATE:
0010-191JOB NO.
THESE DRAWINGS ARE THE PROPERTY OF THE
ENGINEER AND MAY NOT BE REPRODUCED OR
REUSED WITHOUT PERMISSION AND CREDIT.
Ó LEA, PC 2025
Telephone: 229-253-0900 Fax: 229-253-1842
E-mail: lea@lea-pc.com
Valdosta, GA 31604 3998 Inner Perimeter Road
P.O. Box 2830
GA CORP# 0419099
FL CORP# F04000002135
MOODY
WATER PLANT
CHEMICAL
ROOM REHAB
MOODY AFB
VALDOSTA, GEORGIA
CIVIL/ENVIRONMENTAL ENGINEERING
SURVEYING
N O R T H
0 0.5 1 2
( IN FEET )
GRAPHIC SCALE
1"=1'
1 INCH = 1 FOOT
A A
SECTION A-A
GENERAL NOTES:
AutoCAD SHX Text S:\0010-191 (Lowndes Co, Moody WTP Building Rehab)\DWG-PRODUCTION\Water Plant Rehab.dwg 5/27/2025 4:45 PM 5/27/2025 4:45 PM5/27/2025 4:45 PM
AutoCAD SHX Text S:\0010-191 (Lowndes Co, Moody WTP Building Rehab)\DWG-PRODUCTION\Water Plant Rehab.dwg 5/27/2025 4:45 PM 5/27/2025 4:45 PM5/27/2025 4:45 PM
AutoCAD SHX Text REPLACE EXISTING HDPE SULFURIC ACID CONTAINER AND SPILL CONTAINMENT PALLET. REPLACE ALL PIPING AND INSTALL NEW SIGHT GLASS.
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CLEAN AND PREP WALL FOR PAINTING. REPAIR CAVITIES WITH NON-SHRINK GROUT.
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EXISTING RACK TO REMAIN. REPLACE LEVELING SPACERS AT BOTTOM WITH HDPE SPACERS
AutoCAD SHX Text PROVIDE ALL NEW CHEMICAL FEED PUMPS AND PIPING TO MATCH EXISTING. INSTALL NEW CORROSION PROOF ELECTRICAL CONDUIT AND JUNCTION BOXES AND NEW WIRING.
AutoCAD SHX Text LINE PIT, FLOOR, AND WALLS UP TO A HEIGHT OF 4' WITH CORROSION RESISTANT COATING.
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PREP AND PAINT DOORS.
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SLOPE PIT FLOOR WITH NON-SHRINK GROUT TO NEW 2" HDPE DRAIN LOCATED HERE.
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TOP OF GRATE
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CMU
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BRICK
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BOTTOM OF PIT
AutoCAD SHX Text CORE NEW 2" DRAIN THROUGH FOUNDATION WALL. SEAL DRAIN WITH EPOXY BASED SEALANT RESISTANT TO SULFURIC ACID.
AutoCAD SHX Text NEW CONCRETE BOX WITH LOCKABLE ALUMINUM HATCH. INSTALL SIGN ON OUT SIDE OF BOX "WARNING: SULFURIC ACID DRAIN"
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INSTALL SEALED, REMOVABLE CAP
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1. EXISTING ACID SHALL BE NEUTRALIZED EXISTING ACID SHALL BE NEUTRALIZED AND DISPOSED OF PER FEDERAL, STATE, AND LOCAL GUIDELINES. 2. PAINT ALL WALLS AND COLUMNS ABOVE PAINT ALL WALLS AND COLUMNS ABOVE THE LINED PORTIONS.
CLEAN AND PREP IRON COLUMNS FOR PAINTING.
C-3
DRAINAGE
PLAN
DESCRIPTION
REVISIONS
DATE
OF 3 SHEETS
SCALE:
MCMDESIGNED BY:
CHECKED BY: JSL
05/20/25SUBMITTAL DATE:
0010-191JOB NO.
THESE DRAWINGS ARE THE PROPERTY OF THE
ENGINEER AND MAY NOT BE REPRODUCED OR
REUSED WITHOUT PERMISSION AND CREDIT.
Ó LEA, PC 2025
Telephone: 229-253-0900 Fax: 229-253-1842
E-mail: lea@lea-pc.com
Valdosta, GA 31604 3998 Inner Perimeter Road
P.O. Box 2830
GA CORP# 0419099
FL CORP# F04000002135
MOODY
WATER PLANT
CHEMICAL
ROOM REHAB
MOODY AFB
VALDOSTA, GEORGIA
CIVIL/ENVIRONMENTAL ENGINEERING
SURVEYING
N O R T H
0 1 2 4
( IN FEET )
GRAPHIC SCALE
1"=2'
1 INCH = 2 FEET
NOTES:
AutoCAD SHX Text S:\0010-191 (Lowndes Co, Moody WTP Building Rehab)\DWG-PRODUCTION\Water Plant Rehab.dwg 5/27/2025 4:46 PM 5/27/2025 4:46 PM5/27/2025 4:46 PM
AutoCAD SHX Text S:\0010-191 (Lowndes Co, Moody WTP Building Rehab)\DWG-PRODUCTION\Water Plant Rehab.dwg 5/27/2025 4:46 PM 5/27/2025 4:46 PM5/27/2025 4:46 PM
AutoCAD SHX Text EXTEND DOWNSPOUT TO GROUND ELEVATION AND INSTALL PVC DOWNSPOUT CONNECTOR (ADS 0664AC OR EQUAL), AutoCAD SHX Text EXTEND DOWNSPOUT TO GROUND ELEVATION AND INSTALL PVC DOWNSPOUT CONNECTOR (ADS 0664AC OR EQUAL), AutoCAD SHX Text
±40 LF OF 6" DUALWALL HDPE N12DRAIN PIPE MINIMUM 18" COVER AT MINIMUM 1% SLOPE.
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±40 LF OF 6" DUALWALL HDPE N12DRAIN PIPE MINIMUM 18" COVER AT MINIMUM 1% SLOPE.
AutoCAD SHX Text CORE 6" PIPE INTO EXISTING DRAINAGE STRUCTURE AND GROUT IN WITH NON-SHRINK GROUT. INV. ±18" BELOW RIM.
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45° BEND
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45° BEND
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45° BEND
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45° BEND
1. LOCATION OF EXISTING IMPROVEMENTS ARE LOCATION OF EXISTING IMPROVEMENTS ARE APPROXIMATE. LOCATIONS SHOULD BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.
| Sheets and Views |
| 1 COVER |
| 2 SULFURIC ACID ROOM |
| 3 DRAINAGE PLAN |
File details come from the government source that posted it. Updated .