N4008525B0087 Dwgs_Signed.pdf
PDF 8 MB Posted
- Attached to
- FC444 Aluminum Sulfate Tank Repairs
- Solicitation number
- N4008526R9073
About this file
This is a set of 100% design construction drawings for the Aluminum Sulfate Tank Repairs project at MCB Camp Lejeune in North Carolina, prepared under Naval Facilities Engineering Command (NAVFAC) construction contract N40085-24-D-0011, Project 25-0087. The design package includes 25 drawing sheets covering civil, structural, and electrical components.
The project scope encompasses demolition and replacement of two 11,000-gallon aluminum sulfate storage tanks with new fiberglass tanks featuring 2-inch foam polyurethane insulation and integral heat tracing. New construction work includes replacement piping systems (3-inch CPVC fill lines and 2-inch Schedule 80 CPVC suction lines), addition of level transmitters and ultrasonic level transducers, pressure gauges on feed pumps, a reverse level float system with calibration board, and stainless steel pipe supports with high-performance coatings. Demolition work requires removal of existing aluminum sulfate tanks, associated piping and appurtenances, pressure gauges, and replacement of all galvanized and ferrous metal pipe and conduit supports with stainless steel alternatives. The design also includes erosion and sediment control measures, temporary construction entrance and silt fencing, grounding and bonding details for electrical systems, heat tracing for process piping (120V, 3W/ft maintained at 150°F), and new electrical conduit and wiring for equipment and instrumentation. The contractor must maintain a working aluminum sulfate feed to the plant at all times with a maximum 24-hour feed outage period.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Amen 03.pdf | ||
| Amen 02.pdf | ||
| Site Visit Roster.pdf | ||
| Amen 01.pdf | ||
| 25-0087 LeadAsbestosReport.pdf | ||
| N4008525B0087 Specs.pdf | ||
| RFP 250087.pdf |
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Text version
M
N
L
Chadwick Bay
J
K
G
H
F
D
E
B
C
A
03 02 01 00
SFC450
SFC449
SFC453
SFC454
SFC456
SFC455
SFC460
SFC438
SFC448
SFC468
SFC451
SFC465
FC444
SFC463
SFC466
FC447
SFC359
FC416
FC415
FC414
FC420
FC443
FC442
FC445
FC467
CTR139
FC436
FC441
G-001
COVER SHEET
60044618
NAVFAC DRAWING NO.
CONST. CONTR. NO.
SHEET 0FSPEC.SCALE: NOTED
SATISFACTORY TO: DATE
APPROVED: DATE
DESIGN DIR.
SUBMITTED BY:
CHK.
DR.
DES.
CAMP LEJEUNE, NORTH CAROLINA
PWO OR OICC
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
SYM REVISIONS DATE APPROVED
SIZE
E1
CODE IDENT.NO
21 3 4 5
21 3 4 5
D
C
B
A
D
C
B
A
N40085-24-D-0011
XX-XXXX
XXXXX
100% DESIGN
PWO
FC444 ALUMINUM SULFATE TANK
REPAIRS
PROJECT 25-0087
JSH
2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929
Dewberry Engineers Inc. CHRIS MAAS, PE
ATA
JCK
ANH
VICINITY MAP - CAMP LEJEUNE, N.C.
LOCATION MAP - U. S. MARINE CORPS BASE - CAMP LEJEUNE, N.C.
NTS
FC444 ALUMINUM SULFATE TANK REPAIRS
MCAS, NEW RIVER
MCB CAMP LEJEUNE
CONSTRUCTION CONTRACT NO. N40085-24-D-0011
INDEX OF DRAWINGS
SHEET NO. SHEET TITLE
1 OF 25 G-001 COVER SHEET
2 OF 25 G-002 GENERAL NOTES
3 OF 25 V-001 SURVEY NOTES & LEGEND
4 OF 25 VF101 EXISTING CONDITIONS PLAN
5 OF 25 V-111 ENLARGED EXISTING SULFATE TANK PLAN
6 OF 25 V-201 EXISTING SULFATE TANK ELEVATION PLAN
7 OF 25 V-301 EXISTING SULFATE TANK SECTION
8 OF 25 C-001 CIVIL NOTES & LEGEND
9 OF 25 CD101 DEMOLITION PLAN
10 OF 25 CD111 ENLARGED SULFATE TANK DEMOLITION
PLAN
11 OF 25 CD201 SULFATE TANK DEMOLITION ELEVATION
PLAN
12 OF 25 CD301 SULFATE TANK DEMOLITION SECTION
13 OF 25 CS101 SITE PLAN
14 OF 25 CG101 GRADING & EROSION CONTROL PLAN
15 OF 25 CU111 ENLARGED SULFATE TANK PLAN
16 OF 25 CU201 SULFATE TANK ELEVATION PLAN
17 OF 25 CU301 SULFATE TANK SECTION
18 OF 25 C-501 CIVIL DETAILS
19 OF 25 S-101 STRUCTURAL NOTES
20 OF 25 S-501 STRUCTURAL FOUNDATION PLAN
21 OF 25 E-001 SYMBOLS & ABBREVATIONS
22 OF 25 ED101 POWER DEMOLITION PLAN
23 OF 25 E-101 POWER NEW WORK PLAN
24 OF 25 E-501 DETAILS
25 OF 25 E-901 PANEL SCHEDULES AND CONTROL
ONE-LNE
NAVFAC
SITE LOCATION MAP NOT TO SCALE
PROJECT SITE,
FC444 ALUMINUM
SULFATE TANKS
GO
NZ
AL
EZ
B
LV
D
REASONER ST
CONNER ST
60044618 60044619 60044620 60044621 60044622 60044623 60044624 60044625 60044626
60044627
60044628
60044629
60044630 60044631 60044632 60044633 60044634 60044635 60044636 60044637
60044638
60044639
60044640
60044641
60044642
25-0087 aarnold Image christopher.maas Typewritten Text Note: Contractor must maintain a working aluminum sulfate feed to the plant at all times. Maximum length of time for aluminum sulfate feed outage is 24 hours.
G-002
GENERAL NOTES
60044619
NAVFAC DRAWING NO.
CONST. CONTR. NO.
SHEET 0FSPEC.SCALE: NOTED
SATISFACTORY TO: DATE
APPROVED: DATE
DESIGN DIR.
SUBMITTED BY:
CHK.
DR.
DES.
CAMP LEJEUNE, NORTH CAROLINA
PWO OR OICC
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
SYM REVISIONS DATE APPROVED
SIZE
E1
CODE IDENT.NO
21 3 4 5
21 3 4 5
D
C
B
A
D
C
B
A
N40085-24-D-0011
XX-XXXX
XXXXX
100% DESIGN
PWO
FC444 ALUMINUM SULFATE TANK
REPAIRS
PROJECT 25-0087
JSH
2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929
Dewberry Engineers Inc. CHRIS MAAS, PE
ATA
JCK
ANH
GENERAL NOTES:
1. CONTRACTOR MUST HAVE A COMPLETE SET OF CONSTRUCTION DRAWINGS, SPECIFICATIONS,
ADDENDA AND APPROVED PERMITS ON THE JOB SITE AT ALL TIMES.
2. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT WORK REQUIRED TO PROPERLY CONSTRUCT
THE WORK.
3. CONTRACTOR MUST MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER
PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS,
MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR
MUST BE REPLACED BY A NORTH CAROLINA LICENSED LAND SURVEYOR AT THE CONTRACTOR'S
EXPENSE.
4. CONTRACTOR MUST PROVIDE MEASURES AS NECESSARY DURING CONSTRUCTION FOR EROSION
& SEDIMENTATION CONTROL, PER THE NCDEQ EROSION & SEDIMENTATION CONTROL PLANNING
AND DESIGN MANUAL.
5. CONTRACTOR MUST PROTECT EXISTING STRUCTURES, UTILITIES AND ALL OTHER PROPERTY
UNLESS THEY ARE TO BE DEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT
DAMAGED BY THE CONTRACTOR MUST BE RESTORED OR REPLACED BY THE CONTRACTOR TO THE
APPROVAL OF THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT.
6. UTILITY LOCATIONS:
THE UNDERGROUND UTILITIES SHOWN ARE BASED ON UTILITIES LOCATED FROM FIELD SURVEY
INFORMATION. ALL EX. UTILITIES MAY NOT BE SHOWN ON THE DRAWINGS AND LOCATION OF EX.
UTILITIES (VERTICALLY AND HORIZONTALLY) ARE SHOWN IN APPROXIMATE MANNER ONLY. THE CONTRACTOR MUST VERIFY LOCATION AND ELEVATION OF EX. UTILITIES BEFORE CONSTRUCTION BEGINS AND COORDINATE CHANGES TO UTILITIES, IF NEEDED, WITH THE CONTRACTING OFFICER.
7. EXISTING UTILITIES MAY NOT BE INTERRUPTED WITHOUT APPROVAL OF THE CONTRACTING
OFFICER. IF INTERRUPTION OF UTILITIES IS APPROVED, CONTRACTOR MUST PROVIDE TEMPORARY
UTILITIES SERVICES. CONTRACTOR MUST PROVIDE A PLAN FOR DEMOLITION, NEW WORK, AND
TIE-INS FOR UTILITIES. PLAN MUST LIST POINTS OF CONTACT AND INCLUDE SEQUENCE OF
CONSTRUCTION.
8. CONTRACTOR MUST BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES REQUIRED DURING INSTALLATION OF NEW WORK. NO ADDITIONAL PAYMENT WILL BE MADE FOR THE RELOCATION OF EXISTING UTILITIES. CONTRACTOR MUST BEAR ALL COST ASSOCIATED WITH UTILITY RELOCATION.
9. ALL PAVEMENT DAMAGED DURING CONSTRUCTION, INCLUDING GOUGES, MUST BE REPAIRED TO
THE APPROVAL OF THE CONTRACTING OFFICER. NO ADDITIONAL PAYMENT WILL BE MADE FOR
PAVEMENT REPAIR. CONTRACTOR MUST BEAR ALL COST ASSOCIATED WITH PAVEMENT REPAIR.
10. CONTRACTOR MUST REMOVE AND LEGALLY DISPOSE OF ALL CONSTRUCTION WASTE AND EXCESS
SOILS OFF OF GOVERNMENT PROPERTY IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL
REQUIREMENTS.
11. BURNING ON-BASE IS NOT PERMITTED AT ANY TIME.
12. CONTRACTOR MUST REPAIR ANY DAMAGE DONE TO EXISTING FACILITIES LOCATED OUTSIDE THE
LIMITS OF WORK DUE TO CONSTRUCTION ACTIVITIES. CONTRACTOR MUST REPAIR ALL SITE
ELEMENTS TO EXISTING OR BETTER CONDITIONS IF DISTURBED DURING CONSTRUCTION.
13. CONTRACTOR MUST OBTAIN ALL REQUIRED PERMITS AND APPROVALS PRIOR TO BEGINNING
CONSTRUCTION.
14. CONTRACTOR MUST MINIMIZE DUST BY USE OF WET METHODS OR OTHER APPROVED METHOD.
15. ALL DEBRIS HAULING TRUCKS MUST FULLY COVER LOADS WHEN HAULING MATERIALS FROM THE
SITE.
16. CONTRACTOR MUST COORDINATE AND ESTABLISH A LAYDOWN AREA WITH THE CONTRACTING
OFFICER. CONTRACTOR MUST SUBMIT A REQUEST AND OBTAIN APPROVAL FOR LAYDOWN AREA A
MINIMUM OF TWO WEEKS PRIOR TO BEGINNING OF CONSTRUCTION.
17. EXCAVATION AND CONSTRUCTION MUST PROCEED IN ACCORDANCE WITH LATEST OSHA
REGULATIONS.
18. ACCESS TO THE CONSTRUCTION SITES AND LAYDOWN AREA MUST BE ONLY AS DIRECTED BY THE
CONTRACTING OFFICER. THE CONTRACTOR MUST NOT USE ANY ROADS, GROUNDS AND OTHER
FACILITIES WHICH HAVE NOT BEEN SPECIFICALLY AUTHORIZED FOR USE. CONTRACTOR MUST
COORDINATE ACCESS VIA GATES WITH CONTRACTING OFFICER.
19. ROADS AND ACCESS ROUTES USED BY THE CONTRACTOR DURING THE PERFORMANCE OF THE
WORK MUST BE MAINTAINED IN GOOD CONDITION AT ALL TIMES. ALL ROADS AND ACCESS ROADS MUST BE LEFT IN A CONDITION SATISFACTORY TO THE CONTRACTING OFFICER, INCLUDING UPON
COMPLETION OF THE WORK.
25-0087Christopher Maas 16-Jul-2026 aarnold Image
V-001
SURVEY NOTES & LEGEND
60044620
NAVFAC DRAWING NO.
CONST. CONTR. NO.
SHEET 0FSPEC.SCALE: NOTED
SATISFACTORY TO: DATE
APPROVED: DATE
DESIGN DIR.
SUBMITTED BY:
CHK.
DR.
DES.
CAMP LEJEUNE, NORTH CAROLINA
PWO OR OICC
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
SYM REVISIONS DATE APPROVED
SIZE
E1
CODE IDENT.NO
21 3 4 5
21 3 4 5
D
C
B
A
D
C
B
A
N40085-24-D-0011
XX-XXXX
XXXXX
100% DESIGN
PWO
FC444 ALUMINUM SULFATE TANK
REPAIRS
PROJECT 25-0087
JSH
2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929
Dewberry Engineers Inc. CHRIS MAAS, PE
ATA
JCK
ANH
25-0087Christopher Maas 16-Jul-2026
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SANITARY SEWER MANHOLE
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HAND RAIL
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UNDERGROUND WATER LINE
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UNDERGROUND UNKNOWN UTILITY
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UNDERGROUND ELECTRIC
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STORM DRAIN PIPE
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SANITARY SEWER PIPE
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UNKNOWN UNDERGROUND UTILITIY (DATUR)
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UNDERGROUND WATER LINE (DATUR)
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%%ULEGEND AND ABBREVIATIONS
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YARD INLET GRATE
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AutoCAD SHX Text DATUR DRAWN ACCORDING TO UTILITY RECORD DRAWN ACCORDING TO UTILITY RECORD EOI END OF INFORMATIONEND OF INFORMATION
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BOLLARD
AutoCAD SHX Text TOPOGRAPHIC SURVEY NOTES: : 1. THIS TOPOGRAPHIC SURVEY IS BASED ON A SURVEY PERFORMED BY DEWBERRY ENGINEERS THIS TOPOGRAPHIC SURVEY IS BASED ON A SURVEY PERFORMED BY DEWBERRY ENGINEERS INC. ON APRIL 21-22, 2026. 2. HORIZONTAL CONTROL (NAD83/2011) AND VERTICAL CONTROL (NAVD88) ESTABLISHED BY HORIZONTAL CONTROL (NAD83/2011) AND VERTICAL CONTROL (NAVD88) ESTABLISHED BY BY GPS OBSERVATIONS AND COMPUTED USING NORTH CAROLINA GEODETIC SURVEY VIRTUAL REFERENCE STATION SERVICE (VRS), YIELDING VALUES OF: , YIELDING VALUES OF: POINT # NORTHING(Y) EASTING(X) ELEV(Z) DESCRIPTION NORTHING(Y) EASTING(X) ELEV(Z) DESCRIPTION EASTING(X) ELEV(Z) DESCRIPTION EASTING(X) ELEV(Z) DESCRIPTION ELEV(Z) DESCRIPTION DESCRIPTION 1 329225.886 2503163.374 30.795 60d NAIL 2503163.374 30.795 60d NAIL 30.795 60d NAIL 60d NAIL 2 329406.056 2502911.707 29.588 60d NAIL 329406.056 2502911.707 29.588 60d NAIL 2502911.707 29.588 60d NAIL 29.588 60d NAIL 60d NAIL 3. NORTH ARROW IS GRID NORTH AND ALL DISTANCES ARE GROUND DISTANCES. PROJECT NORTH ARROW IS GRID NORTH AND ALL DISTANCES ARE GROUND DISTANCES. PROJECT LOCALIZED ON POINT GPS #1. COMBINED GRID FACTOR (GRID TO GROUND) EQUALS 1.00006701036280. . 4. LOCATIONS OF UTILITIES SHOWN ON THIS SURVEY WERE DETERMINED BY OBSERVED LOCATIONS OF UTILITIES SHOWN ON THIS SURVEY WERE DETERMINED BY OBSERVED EVIDENCE, LOCATION OF ABOVE GROUND UTILITY APPURTENANCES, UTILITY RECORDS PROVIDED BY THE CLIENT AND UTILITY MARKINGS (PAINT, ETC.) PROVIDED BY DEWBERRY. THESE MARKINGS WERE OBSERVED DURING THE COURSE OF THIS SURVEY, WERE FIELD LOCATED, ARE SHOWN FOR INFORMATIONAL PURPOSES, AND SHOULD BE FIELD VERIFIED IF CRITICAL. UNDERGROUND UTILITIES NOT SHOWN, MAY EXIST. STORM SEWER AND SANITARY SEWER DATA HAS BEEN COLLECTED FROM THE RIM OF THE MANHOLE WITHOUT ENTERING THE STRUCTURE. PIPE SIZES AND TYPES SHOULD BE CONSIDERED APPROXIMATE AND BE FIELD VERIFIED IF CRITICAL. STRUCTURES LABELED “VAULT”, IF ANY, INDICATE A VAULT”, IF ANY, INDICATE A , IF ANY, INDICATE A SUBSTRUCTURE WITH LIMITED VISUAL ACCESS AND INVERT INFORMATION.
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UTILITY VALVE
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VAULT
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SURVEY CONTORL
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ELECTRIC BOX
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POST
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APPROX. DIRECTION OF UTILITY, ORIGIN/DESTINATION UNKNOWN
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AERIAL PIPES
VF101
EXISTING CONDITIONS PLAN
60044621
NAVFAC DRAWING NO.
CONST. CONTR. NO.
SHEET 0FSPEC.SCALE: NOTED
SATISFACTORY TO: DATE
APPROVED: DATE
DESIGN DIR.
SUBMITTED BY:
CHK.
DR.
DES.
CAMP LEJEUNE, NORTH CAROLINA
PWO OR OICC
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
SYM REVISIONS DATE APPROVED
SIZE
E1
CODE IDENT.NO
21 3 4 5
21 3 4 5
D
C
B
A
D
C
B
A
N40085-24-D-0011
XX-XXXX
XXXXX
100% DESIGN
PWO
FC444 ALUMINUM SULFATE TANK
REPAIRS
PROJECT 25-0087
JSH
2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929
Dewberry Engineers Inc. CHRIS MAAS, PE
ATA
JCK
ANHA1 SCALE 1" = 10'
EXISTING CONDITIONS PLAN
PLAN
NORTH
GENERAL SHEET NOTES
1. SEE SHEET G-002 FOR GENERAL NOTES
2. SEE SHEET V-001 FOR SURVEY NOTES & LEGEND
10' 20'0
GRAPHIC SCALE(S)
25-0087Christopher Maas 16-Jul-2026
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6" PVC
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CONDUITS
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SWITCH
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CONC. WALL
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FF=27.53
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FLY#4
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ELEV=26.79
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FLY#5
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ELEV=26.71
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FLY#6
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ELEV=27.02
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FLY#7
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ELEV=26.82
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MTL. HAND RAIL
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SWITCH
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LADDER
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EYE WASH
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6" PVC
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TOP: 27.02 INV IN: 21.05 INV OUT: 20.99
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EOI
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EOI
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EOI
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EOI
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TOP: 26.89 INV OUT: 24.95
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550 GALLON DIESEL TANK (SFC469)
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EOI
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CONDUITS
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EOI
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CONDUITS
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EOI
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CONDUITS
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EOI
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CONDUITS
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CONDUITS
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CONDUITS
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CONDUIT
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EOI
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AERIAL PIPES W/ SUPPORTS
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AERIAL PIPES W/ SUPPORTS
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CONDUITS
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CONC. WALL
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CONC. RAMP
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CONC. SIDEWALK
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6" PVC
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TANK 3 SODIUM HYDROXIDE
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TANK 1 SODIUM HYDROXIDE
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LADDER
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LADDER
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MTL. HAND RAIL
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CONC. SIDEWALK
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EDGE OF CONCRETE
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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CONC. SIDEWALK
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SEWER VAULT TOP: 27.73 INV IN: 20.11
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METHANOL FUEL TANK 2,250 GAL.
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METHANOL FUEL TANK 2,250 GAL.
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CONC. WALL
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EOI
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INV=25.64 4"PVC
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INV=25.65 4"PVC
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INV=25.61 4"PVC
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TOP: 24.23 INV: 22.43 4" PVC
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TOP: 24.23 INV: 22.42 4" PVC
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EOI
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TOP: 24.19 INV OUT: 22.42 4" PVC
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TOP: 26.87 INV IN: 24.36 INV OUT: 24.35
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6" PVC
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TANK 1 ALUMINUM SULFATE
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TANK 2 ALUMINUM SULFATE
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CONC. AC PAD
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BLOWER
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BLOWER
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BLOWER
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SWITCH
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SWITCH
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EOI
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EOI
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EOI
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EOI
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ELEC. BOXES
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PANEL
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COVERED CONCRETE
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6" AERIAL MTL PIPES
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6" AERIAL MTL PIPES
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GRAVEL
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GRAVEL
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GRASS
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GRASS
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GRASS
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GRASS
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BRICK BUILDING (FC444)
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4" POTABLE WATER
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2" EFFLUENT FLUSHING WATER
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2" EFFLUENT FLUSHING WATER
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PROCESS LINE (8) 48"
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CONC.
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CONC.
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CONC.
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CONCRETE
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ELEC. DUCT BANK
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4"PVC
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AERIAL PIPE (APPROX.)
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AERIAL PIPE (APPROX.)
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INV=24.49 6"DIP
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AutoCAD SHX Text 26.80
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CONC. SIDEWALK (UNDER GRAVEL)
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AERIAL PIPES W/ SUPPORTS
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BUILDING OVERHANG
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CONC.
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CONC.
AutoCAD SHX Text
2" EFFLUENT FLUSHING WATER
AutoCAD SHX Text
ELEC. DUCT BANK
AutoCAD SHX Text
ELEC. DUCT BANK
ELECTRICAL ROOM STORAGE ROOM
SODIUM HYDROXIDE
3400 GALLONS
SODIUM HYDROXIDE
3400 GALLONS
METHANOL TANK
2250 GALLONS
METHANOL TANK
2250 GALLONS
INSTRUMENTATION
ROOM
SODIUM HYDROXIDEMETHANOL
SL
O
PE FIBERGLASS HANDRAIL
w/ TOEBOARD
BOLLARD
SODIUM HYDROXIDE
RECIRCULATION PUMP
ALUMINUM SULFATE TANK
11,000 GALLONS
ALUMINUM SULFATE TANK
11,000 GALLONS
ALUMINUM SULFATE
2" HIGH x 6" WIDE
CONC. CURB
DRAINAGE SUMP w/ 12"
SQUARE GRATING COVER
6" PVC @ 1%
6" PVC @ 1%
DRAINAGE SUMP w/ 12"
SQUARE GRATING COVER
6" PVC @ 1%6" PVC @ 1%
6" CLEANOUT
I.E. 22.67' I.E. 22.10'
6" PVC @
1%
4" F.D.
4" F.D.
4" F.D. 4" F.D.
PRESSURE
TRANSMITTER
PRESSURE
TRANSMITTER
2" SCH. 80
CPVC
2" SCH. 80
CPVC
2" SCH. 80
CPVC
24" TOP MANWAY
2" INLET
3" VENT
CONNECTION
3" INLET FILL
LINE
2" DRAIN
AIR DRYER
AIR DRYER
3" INLET FILL
LINE
3" VENT
CONNECTION
V-111
ENLARGED EXISTING SULFATE TANK PLAN
60044622
NAVFAC DRAWING NO.
CONST. CONTR. NO.
SHEET 0FSPEC.SCALE: NOTED
SATISFACTORY TO: DATE
APPROVED: DATE
DESIGN DIR.
SUBMITTED BY:
CHK.
DR.
DES.
CAMP LEJEUNE, NORTH CAROLINA
PWO OR OICC
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
SYM REVISIONS DATE APPROVED
SIZE
E1
CODE IDENT.NO
21 3 4 5
21 3 4 5
D
C
B
A
D
C
B
A
N40085-24-D-0011
XX-XXXX
XXXXX
100% DESIGN
PWO
FC444 ALUMINUM SULFATE TANK
REPAIRS
PROJECT 25-0087
JSH
2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929
Dewberry Engineers Inc. CHRIS MAAS, PE
ATA
JCK
ANHA1 NOT TO SCALE
ENLARGED EXISTING SULFATE TANK PLAN
PLAN
NORTH
GENERAL SHEET NOTES
1. SEE SHEET G-002 FOR GENERAL NOTES
2. SEE SHEET VF001 FOR SURVEY NOTES & LEGEND
3. ENLARGED SULFATE TANK PLAN PULLED FROM RECORD DRAWINGS DATED 16
NOV 1999.
GRAPHIC SCALE(S)
C2 V-301
V-301 A2
V-301 C2
A2 V-301
25-0087Christopher Maas 16-Jul-2026
24" FLANGED MANWAY
WITH BLIND FLANGE
2" DIA. - 150# FLG
2" DIA. - 150# FLG
(OUTLET)
3" DIA. - 150# FLG
(INLET FILL LINE)
150# FLG
3" INLET
MANWAY
FIBERGLASS TANK
NOT TO SCALE
PLAN-ALUMINUM SULFATE TANK
NOT TO SCALE
ELEVATION
2" DIA. - 150# FLG
(LEVEL INDICATOR)
2" DIA. - 150# FLG.
(DRAIN ON EAST TANK
ONLY)
2" DIA. - 150# FLG.
(DRAIN ON WEST TANK
ONLY)
2" SIPHON
DRAIN2" LEVEL
INDICATOR
W/ 2" THICK FOAM
POLYURETHANE
INSULATION
CPVC UNION
AIR DRYER
2" OUTLET
2" SCH 80 CPVC PIPE
END-OF-LINE
PRESSURE/VACUUM
CONSERVATION VENT
3"X3"X3" SCH. 80 CPVC
TEE W/ 3" TO 2"
REDUCING BUSHING
ASME FLANGED
AND DISH HEAD
5/16" THK.
V-201
EXISTING SULFATE TANK ELEVATION PLAN
60044623
NAVFAC DRAWING NO.
CONST. CONTR. NO.
SHEET 0FSPEC.SCALE: NOTED
SATISFACTORY TO: DATE
APPROVED: DATE
DESIGN DIR.
SUBMITTED BY:
CHK.
DR.
DES.
CAMP LEJEUNE, NORTH CAROLINA
PWO OR OICC
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
SYM REVISIONS DATE APPROVED
SIZE
E1
CODE IDENT.NO
21 3 4 5
21 3 4 5
D
C
B
A
D
C
B
A
N40085-24-D-0011
XX-XXXX
XXXXX
100% DESIGN
PWO
FC444 ALUMINUM SULFATE TANK
REPAIRS
PROJECT 25-0087
JSH
2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929
Dewberry Engineers Inc. CHRIS MAAS, PE
ATA
JCK
ANHA1 SCALE 3/8" = 1' - 0"
EXISTING SULFATE TANK ELEVATION PLAN
GENERAL SHEET NOTES
1. SEE SHEET G-002 FOR GENERAL NOTES
2. SEE SHEET V-001 FOR SURVEY NOTES & LEGEND
3. SULFATE TANK ELEVATION PLAN PULLED FROM RECORD DRAWINGS DATED 16
NOV 1999
4. NOZZLES DRILLED TO ANSI STD. B-16.5 FOR 15-# DRILLING & THK. RATING OF 25
PSI
6" 6"
6" 6"
6"
3'
- 4
3'
- 0
3/ 4"
0"
25-0087Christopher Maas 16-Jul-2026
METHANOL TANK
2250 GALLONS
SODIUM HYDROXIDE
3400 GALLONS
SECTION
NOT TO SCALE
FIBERGLASS HANDRAIL
w/ TOEBOARD
ALUMINUM SULFATE TANK
11,000 GALLONS
ALUMINUM SULFATE TANK
11,000 GALLONS
SECTION
NOT TO SCALE
FIBERGLASS HANDRAIL
w/ TOEBOARD
I.E. 22.10'
6" PVC @ 1% 6" PVC @ 1%
6" PVC @ 1%
6" CLEANOUT
BOLLARD
I.E. 22.67'
PRESSURE TRANSMITTER
PRESSURE TRANSMITTER
SIPHON DRAIN
SIPHON DRAIN
3" QUICK CONNECT
WITH CAP
BALL VALVES N.C.
V-301
EXISTING SULFATE TANK SECTION
60044624
NAVFAC DRAWING NO.
CONST. CONTR. NO.
SHEET 0FSPEC.SCALE: NOTED
SATISFACTORY TO: DATE
APPROVED: DATE
DESIGN DIR.
SUBMITTED BY:
CHK.
DR.
DES.
CAMP LEJEUNE, NORTH CAROLINA
PWO OR OICC
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
SYM REVISIONS DATE APPROVED
SIZE
E1
CODE IDENT.NO
21 3 4 5
21 3 4 5
D
C
B
A
D
C
B
A
N40085-24-D-0011
XX-XXXX
XXXXX
100% DESIGN
PWO
FC444 ALUMINUM SULFATE TANK
REPAIRS
PROJECT 25-0087
JSH
2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929
Dewberry Engineers Inc. CHRIS MAAS, PE
ATA
JCK
ANHA1 NOT TO SCALE
EXISTING SULFATE TANK SECTION
GENERAL SHEET NOTES
1. SEE SHEET G-002 FOR GENERAL NOTES
2. SEE SHEET V-001 FOR SURVEY NOTES & LEGEND
3. SULFATE TANK SECTION PULLED FROM RECORD DRAWINGS DATED 16 NOV 1999.
GRAPHIC SCALE(S)
C2
A2
25-0087Christopher Maas 16-Jul-2026
C-001
CIVIL NOTES & LEGEND
60044625
NAVFAC DRAWING NO.
CONST. CONTR. NO.
SHEET 0FSPEC.SCALE: NOTED
SATISFACTORY TO: DATE
APPROVED: DATE
DESIGN DIR.
SUBMITTED BY:
CHK.
DR.
DES.
CAMP LEJEUNE, NORTH CAROLINA
PWO OR OICC
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
SYM REVISIONS DATE APPROVED
SIZE
E1
CODE IDENT.NO
21 3 4 5
21 3 4 5
D
C
B
A
D
C
B
A
N40085-24-D-0011
XX-XXXX
XXXXX
100% DESIGN
PWO
FC444 ALUMINUM SULFATE TANK
REPAIRS
PROJECT 25-0087
JSH
2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929
Dewberry Engineers Inc. CHRIS MAAS, PE
ATA
JCK
ANH
CONTRACTOR LAYDOWN AREA NOTES:
1. THE CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION AT ALL TIMES.
2. THE CONTRACTOR MUST HAVE AT LEAST ONE EMPLOYEE ON SITE TO RECEIVE AND DIRECT PLACEMENT
OF DELIVERED MATERIALS AND SUPPLIES.
3. ACCESS TO THE CONTRACTOR'S ON-SITE STAGING AREA IS LIMITED TO NORMAL WORK HOURS : 7 A.M. TO 4:30 P.M (SUBJECT TO CHANGE), MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS UNLESS APPROVED BY
CONTRACTING OFFICER.
4. THE CONTRACTOR MUST REMOVE AND DISPOSE OF ALL DEBRIS, EXCESS SOIL AND MATERIAL, AND CONSTRUCTION DERIVED WASTES IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, LOCAL AND MCAS
CHERRY POINT REGULATIONS AND REQUIREMENTS.
5. CONTRACTOR MUST RESTORE ANY AREA DAMAGED BY THE CONTRACTOR'S CONSTRUCTION OPERATIONS AND ACTIVITIES. AREAS INCLUDE BUT ARE NOT LIMITED TO CONTRACTOR LAYDOWN AREA, BATCH PLANT
SITE, AND ROADS USED TO ACCESS PROJECT SITES. CONTRACTOR MUST DOCUMENT EXISTING
CONDITIONS OF ALL AREAS PRIOR TO CONSTRUCTION AND ENSURE THAT CONDITION OF AREAS AFTER CONSTRUCTION IS EQUAL TO OR BETTER THAN THE PRE-CONSTRUCTION CONDITION. FINAL RESTORATION
ACCEPTANCE WILL BE BY, OR AT THE DIRECTION OF, THE CONTRACTING OFFICER.
6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING UTILITIES, AS NEEDED, FOR THE CONTRACTOR'S WORK AND THE OPERATION OF THE BATCH PLANT. SEE SPECIFICATION SECTION 01 50 00
"TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS".
7. VEHICLE TIRES MUST BE WASHED PRIOR TO DRIVING OVER EXPOSED SUBGRADE MATERIAL.
EROSION AND SEDIMENT CONTROL NOTES::
1. THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM WATER OUTFALLS BE INSPECTED WEEKLY AND WITHIN 24 HRS OF A 1-INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE ON SITE.
ADDITIONALLY, THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING “SELF INSPECTIONS” INDICATING THE DATE BMPS ARE INSTALLED AND STABILIZATION MEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED. BOTH INSPECTIONS ARE RECORDED ON THE SAME REPORT FORM AND MUST BE MAINTAINED
BY THE CONTRACTOR AT THE ONSITE OFFICE. ONCE STABILIZATION HAS BEEN ACCOMPLISHED
INSPECTION RECORDS ARE TO BE FORWARDED TO EAD AND ALL TEMPORARY
EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS, ANY CHANGES WILL BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION (ES) CONTROL PLAN, ES
LETTER OF APPROVAL, NPDES CONSTRUCTION PERMIT, AND NPDES CERTIFICATE OF COVERAGE
WILL BE MAINTAINED BY THE CONTRACTOR AT THE ONSITE OFFICE. IF SOIL IS REMOVED FROM OR
BROUGHT ONSITE, THE APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER, EROSION
SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BE DISCLOSED.
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
IMPLEMENTING THE DETAILS AND SPECIFICATIONS ON THIS PLAN SHEET WILL RESULT IN
THE CONSTRUCTION ACTIVITY BEING CONSIDERED COMPLIANT WITH THE GROUND
STABILIZATION AND MATERIALS HANDLING SECTIONS OF THE NCG01 CONSTRUCTION
GENERAL PERMIT (SECTIONS E AND F, RESPECTIVELY). THE PERMITTEE SHALL COMPLY
WITH THE EROSION AND SEDIMENT CONTROL PLAN APPROVED BY THE DELEGATED
AUTHORITY HAVING JURISDICTION. ALL DETAILS AND SPECIFICATIONS SHOWN ON THIS
SHEET MAY NOT APPLY DEPENDING ON SITE CONDITIONS AND THE DELEGATED AUTHORITY
HAVING JURISDICTION.
GROUND STABILIZATION SPECIFICATION
STABILIZE THE GROUND SUFFICIENTLY SO THAT RAIN WILL NOT DISLODGE THE SOIL. USE
ONE OF THE TECHNIQUES IN THE TABLE BELOW:
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Site Area Description Timeframe variations Stabilize within this many calendar days after ceasing land disturbance
Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved.
-7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed unless there is zero slope
(a) Perimeter dikes, swales, ditches, and perimeter slopes
(b) High Quality Water (HQW) Zones
If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed
(d) Slopes 3:1 to 4:1
(e) Areas with slopes flatter than 4:1 14
-7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed
(c) Slopes steeper than 3:1
CIVIL LEGEND:
LIMITS OF DISTURBANCE
CONSTRUCTION ENTRANCE
TEMPORARY SEDIMENT FENCE
LOD LOD
SF
25-0087Christopher Maas 16-Jul-2026
LODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
CD101
DEMOLITION PLAN
60044626
NAVFAC DRAWING NO.
CONST. CONTR. NO.
SHEET 0FSPEC.SCALE: NOTED
SATISFACTORY TO: DATE
APPROVED: DATE
DESIGN DIR.
SUBMITTED BY:
CHK.
DR.
DES.
CAMP LEJEUNE, NORTH CAROLINA
PWO OR OICC
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
SYM REVISIONS DATE APPROVED
SIZE
E1
CODE IDENT.NO
21 3 4 5
21 3 4 5
D
C
B
A
D
C
B
A
N40085-24-D-0011
XX-XXXX
XXXXX
100% DESIGN
PWO
FC444 ALUMINUM SULFATE TANK
REPAIRS
PROJECT 25-0087
JSH
2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929
Dewberry Engineers Inc. CHRIS MAAS, PE
ATA
JCK
ANH
PLAN
NORTH
GENERAL SHEET NOTES
1. SEE SHEET G-002 FOR GENERAL NOTES
2. SEE SHEET V-001 FOR SURVEY NOTES & LEGEND
3. SEE SHEET CD101 FOR ELECTRICAL DEMOLITION PLAN.
4. REMOVE AND REPLACE ALL GALVANIZED AND FERROUS METAL PIPE SUPPORTS
AND CONDUIT SUPPORTS.
10' 20'0
GRAPHIC SCALE(S)
CONSTRUCTION KEYNOTES#
LIMITS OF DISTURBANCE
DEMOLISH ALUMINUM SULFATE TANKS, ASSOCIATED PIPING AND
APPURTENANCES. SEE SHEET CD111 FOR DETAILS.
A1 NOT TO SCALE
DEMOLITION PLAN
25-0087Christopher Maas 16-Jul-2026
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
CONDUITS
AutoCAD SHX Text
SWITCH
AutoCAD SHX Text
CONC. WALL
AutoCAD SHX Text
FF=27.53
AutoCAD SHX Text
FLY#4
AutoCAD SHX Text
ELEV=26.79
AutoCAD SHX Text
FLY#5
AutoCAD SHX Text
ELEV=26.71
AutoCAD SHX Text
FLY#6
AutoCAD SHX Text
ELEV=27.02
AutoCAD SHX Text
FLY#7
AutoCAD SHX Text
ELEV=26.82
AutoCAD SHX Text
MTL. HAND RAIL
AutoCAD SHX Text
SWITCH
AutoCAD SHX Text
LADDER
AutoCAD SHX Text
EYE WASH
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
TOP: 27.02 INV IN: 21.05 INV OUT: 20.99
AutoCAD SHX Text
EOI
AutoCAD SHX Text
EOI
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EOI
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EOI
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EOI
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EOI
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EOI
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EOI
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EOI
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EOI
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EOI
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EOI
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EOI
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TOP: 26.89 INV OUT: 24.95
AutoCAD SHX Text
550 GALLON DIESEL TANK (SFC469)
AutoCAD SHX Text
EOI
AutoCAD SHX Text
CONDUITS
AutoCAD SHX Text
EOI
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CONDUITS
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EOI
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CONDUITS
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EOI
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CONDUITS
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CONDUITS
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CONDUITS
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CONDUIT
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EOI
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EOI
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AERIAL PIPES W/ SUPPORTS
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AERIAL PIPES W/ SUPPORTS
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EOI
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EOI
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CONDUITS
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EOI
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EOI
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CONC. COLUMN (TYP.)
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CONC. COLUMN (TYP.)
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EOI
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EOI
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EOI
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EOI
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EOI
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EOI
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CONC. WALL
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CONC. RAMP
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
6" PVC
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TANK 3 SODIUM HYDROXIDE
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TANK 1 SODIUM HYDROXIDE
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LADDER
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LADDER
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MTL. HAND RAIL
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MTL. HAND RAIL
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CONC. SIDEWALK
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EDGE OF CONCRETE
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
SEWER VAULT TOP: 27.73 INV IN: 20.11
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METHANOL FUEL TANK 2,250 GAL.
AutoCAD SHX Text
METHANOL FUEL TANK 2,250 GAL.
AutoCAD SHX Text
CONC. WALL
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CONC. WALL
AutoCAD SHX Text
CONC. WALL
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CONC. SIDEWALK
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EOI
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INV=25.64 4"PVC
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INV=25.65 4"PVC
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INV=25.61 4"PVC
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TOP: 24.23 INV: 22.43 4" PVC
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TOP: 24.23 INV: 22.42 4" PVC
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EOI
AutoCAD SHX Text E
AutoCAD SHX Text E
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TOP: 24.19 INV OUT: 22.42 4" PVC
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TOP: 26.87 INV IN: 24.36 INV OUT: 24.35
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6" PVC
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TANK 1 ALUMINUM SULFATE
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TANK 2 ALUMINUM SULFATE
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CONC. AC PAD
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BLOWER
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BLOWER
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BLOWER
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SWITCH
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SWITCH
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EOI
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EOI
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EOI
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EOI
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ELEC. BOXES
AutoCAD SHX Text E
AutoCAD SHX Text
PANEL
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COVERED CONCRETE
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6" AERIAL MTL PIPES
AutoCAD SHX Text
6" AERIAL MTL PIPES
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GRAVEL
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GRAVEL
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GRASS
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GRASS
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GRASS
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GRASS
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BRICK BUILDING (FC444)
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4" POTABLE WATER
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2" EFFLUENT FLUSHING WATER
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2" EFFLUENT FLUSHING WATER
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PROCESS LINE (8) 48"
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CONC.
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CONC.
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CONC.
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CONCRETE
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ELEC. DUCT BANK
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4"PVC
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AERIAL PIPE (APPROX.)
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AERIAL PIPE (APPROX.)
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AERIAL PIPE (APPROX.)
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AERIAL PIPE (APPROX.)
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AERIAL PIPE (APPROX.)
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AERIAL PIPE (APPROX.)
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AERIAL PIPE (APPROX.)
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AERIAL PIPE (APPROX.)
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INV=24.49 6"DIP
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AutoCAD SHX Text 27.75
AutoCAD SHX Text 27.71
AutoCAD SHX Text 27.24
AutoCAD SHX Text 27.36
AutoCAD SHX Text 27.19
AutoCAD SHX Text 27.28
AutoCAD SHX Text 27.33
AutoCAD SHX Text 27.51
AutoCAD SHX Text 27.54
AutoCAD SHX Text 27.56
AutoCAD SHX Text 27.50
AutoCAD SHX Text 27.54
AutoCAD SHX Text 27.43
AutoCAD SHX Text 27.47
AutoCAD SHX Text 27.45
AutoCAD SHX Text 24.36
AutoCAD SHX Text 24.41
AutoCAD SHX Text 24.35
AutoCAD SHX Text 24.34
AutoCAD SHX Text 24.49
AutoCAD SHX Text 24.36
AutoCAD SHX Text 24.52
AutoCAD SHX Text 24.52
AutoCAD SHX Text 24.37
AutoCAD SHX Text 24.52
AutoCAD SHX Text 24.39
AutoCAD SHX Text 24.46
AutoCAD SHX Text 24.46
AutoCAD SHX Text 24.46
AutoCAD SHX Text 24.37
AutoCAD SHX Text 24.42
AutoCAD SHX Text 27.48
AutoCAD SHX Text 32.57
AutoCAD SHX Text 28.06
AutoCAD SHX Text 28.04
AutoCAD SHX Text 26.80
AutoCAD SHX Text 26.81
AutoCAD SHX Text 26.84
AutoCAD SHX Text 26.89
AutoCAD SHX Text 27.71
AutoCAD SHX Text 26.84
AutoCAD SHX Text 26.66
AutoCAD SHX Text 27.44
AutoCAD SHX Text 27.66
AutoCAD SHX Text 25.05
AutoCAD SHX Text 25.04
AutoCAD SHX Text 25.06
AutoCAD SHX Text 25.08
AutoCAD SHX Text 25.07
AutoCAD SHX Text 25.06
AutoCAD SHX Text 27.76
AutoCAD SHX Text 28.05
AutoCAD SHX Text 28.04
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CONC. SIDEWALK (UNDER GRAVEL)
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AERIAL PIPES W/ SUPPORTS
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BUILDING OVERHANG
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CONC.
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CONC.
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2" EFFLUENT FLUSHING WATER
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ELEC. DUCT BANK
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ELEC. DUCT BANK
3400 GALLONS
SODIUM HYDROXIDE
3400 GALLONS
METHANOL TANK
2250 GALLONS
METHANOL TANK
2250 GALLONS
INSTRUMENTATION
ROOM
SODIUM HYDROXIDEMETHANOL
SL
O
PE FIBERGLASS HANDRAIL
w/ TOEBOARD
BOLLARD
SODIUM HYDROXIDE
RECIRCULATION PUMP
ALUMINUM SULFATE TANK
11,000 GALLONS
ALUMINUM SULFATE TANK
11,000 GALLONS
ALUMINUM SULFATE
2" HIGH x 6" WIDE
CONC. CURB
DRAINAGE SUMP w/ 12"
SQUARE GRATING COVER
6" PVC @ 1%
6" PVC @ 1%
DRAINAGE SUMP w/ 12"
SQUARE GRATING COVER
6" PVC @ 1%6" PVC @ 1%
6" CLEANOUT
I.E. 22.67' I.E. 22.10'
6" PVC @
1%
4" F.D.
4" F.D.
4" F.D. 4" F.D.
CD111
ENLARGED SULFATE TANK DEMOLITION PLAN
60044627
NAVFAC DRAWING NO.
CONST. CONTR. NO.
SHEET 0FSPEC.SCALE: NOTED
SATISFACTORY TO: DATE
APPROVED: DATE
DESIGN DIR.
SUBMITTED BY:
CHK.
DR.
DES.
CAMP LEJEUNE, NORTH CAROLINA
PWO OR OICC
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
SYM REVISIONS DATE APPROVED
SIZE
E1
CODE IDENT.NO
21 3 4 5
21 3 4 5
D
C
B
A
D
C
B
A
N40085-24-D-0011
XX-XXXX
XXXXX
100% DESIGN
PWO
FC444 ALUMINUM SULFATE TANK
REPAIRS
PROJECT 25-0087
JSH
2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929
Dewberry Engineers Inc. CHRIS MAAS, PE
ATA
JCK
ANHA1 NOT TO SCALE
ENLARGED SULFATE TANK DEMOLITION PLAN
PLAN
NORTH
CONSTRUCTION KEYNOTES#
1. DEMOLISH AND REMOVE ALUMINUM SULFATE TANK.
2. DEMOLISH ALUMINUM SULFATE PUMP SUCTION LINE AND DISCHARGE LINES TO
WITHIN 12-INCHES OF FACE OF WALL.
3. DEMOLISH ALUMINUM SULFATE TANK FILL LINE.
4. PROTECT EXISTING CONCRETE PAD.
5. PROTECT EXISTING INLET.
6. REMOVE PRESSURE GAUGES ON ALUMINUM SULFATE FEED PUMPS.
7. SANDBLAST PIPE SUPPORT PER SPECIFICATION 09 66 00. DEMOLISH EXISTING
UNISTRUTS.
1. SEE SHEET G-002 FOR GENERAL NOTES
2. SEE SHEET V-001 FOR SURVEY NOTES & LEGEND
3. SEE SHEET C-001 FOR CIVIL NOTES & LEGEND
4. REMOVE AND REPLACE ALL GALVANIZED AND FERROUS METAL PIPE SUPPORTS
AND CONDUIT SUPPORTS.
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
C2
CD301
A2
CD301
CD301
C2
CD301
A2
25-0087Christopher Maas 16-Jul-2026
24" FLANGED MANWAY
WITH BLIND FLANGE
2" DIA. - 150# FLG
2" DIA. - 150# FLG
(OUTLET)
3" DIA. - 150# FLG
(INLET FILL LINE)
150# FLG
3" INLET
MANWAY
FIBERGLASS TANK
NOT TO SCALE
PLAN-ALUMINUM SULFATE TANK
NOT TO SCALE
ELEVATION
2" DIA. - 150# FLG
(LEVEL INDICATOR)
2" DIA. - 150# FLG.
(DRAIN ON EAST TANK
ONLY)
2" DIA. - 150# FLG.
(DRAIN ON WEST TANK
ONLY)
2" SIPHON
DRAIN2" LEVEL
INDICATOR
W/ 2" THICK FOAM
POLYURETHANE
INSULATION
CD201
SULFATE TANK DEMOLITION ELEVATION PLAN
60044628
NAVFAC DRAWING NO.
CONST. CONTR. NO.
SHEET 0FSPEC.SCALE: NOTED
SATISFACTORY TO: DATE
APPROVED: DATE
DESIGN DIR.
SUBMITTED BY:
CHK.
DR.
DES.
CAMP LEJEUNE, NORTH CAROLINA
PWO OR OICC
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
SYM REVISIONS DATE APPROVED
SIZE
E1
CODE IDENT.NO
21 3 4 5
21 3 4 5
D
C
B
A
D
C
B
A
N40085-24-D-0011
XX-XXXX
XXXXX
100% DESIGN
PWO
FC444 ALUMINUM SULFATE TANK
REPAIRS
PROJECT 25-0087
JSH
2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929
Dewberry Engineers Inc. CHRIS MAAS, PE
ATA
JCK
ANHA1 NOT TO SCALE
SULFATE TANK DEMOLITION ELEVATION PLAN
GENERAL SHEET NOTES
1. SEE SHEET G-002 FOR GENERAL NOTES
2. SEE SHEET V-001 FOR SURVEY NOTES & LEGEND
GRAPHIC SCALE(S)
CONSTRUCTION KEYNOTES#
1. DEMOLISH AND REMOVE SULFATE TANK, PIPING, AND APPURTENANCES.1
25-0087Christopher Maas 16-Jul-2026
SODIUM HYDROXIDE
3400 GALLONS
SECTION
NOT TO SCALE
FIBERGLASS HANDRAIL
w/ TOEBOARD
ALUMINUM SULFATE TANK
11,000 GALLONS
ALUMINUM SULFATE TANK
11,000 GALLONS
SECTION
NOT TO SCALE
FIBERGLASS HANDRAIL
w/ TOEBOARD
I.E. 22.10'
6" PVC @ 1% 6" PVC @ 1%
6" PVC @ 1%
6" CLEANOUT
BOLLARD
I.E. 22.67'
CD301
SULFATE TANK DEMOLITION SECTION
60044629
NAVFAC DRAWING NO.
CONST. CONTR. NO.
SHEET 0FSPEC.SCALE: NOTED
SATISFACTORY TO: DATE
APPROVED: DATE
DESIGN DIR.
SUBMITTED BY:
CHK.
DR.
DES.
CAMP LEJEUNE, NORTH CAROLINA
PWO OR OICC
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
SYM REVISIONS DATE APPROVED
SIZE
E1
CODE IDENT.NO
21 3 4 5
21 3 4 5
D
C
B
A
D
C
B
A
N40085-24-D-0011
XX-XXXX
XXXXX
100% DESIGN
PWO
FC444 ALUMINUM SULFATE TANK
REPAIRS
PROJECT 25-0087
JSH
2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929
Dewberry Engineers Inc. CHRIS MAAS, PE
ATA
JCK
ANHA1 NOT TO SCALE
SULFATE TANK DEMOLITION SECTION
CONSTRUCTION KEYNOTES#
1. DEMOLISH ALUMINUM SULFATE TANK.
2. PROTECT FIBERGLASS HANDRAIL W/ TOEBOARD
3. DEMOLISH 3" ALUMINUM SULFATE TANK FILL LINE.
GENERAL SHEET NOTES
1. SEE SHEET G-002 FOR GENERAL NOTES
2. SEE SHEET V-001 FOR SURVEY NOTES & LEGEND
3. REMOVE AND REPLACE ALL GALVANIZED AND FERROUS METAL PIPE SUPPORTS
AND CONDUIT SUPPORTS.
GRAPHIC SCALE(S)A2
C2
25-0087Christopher Maas 16-Jul-2026
D
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D
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D
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D
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D
CS101
SITE PLAN
60044630
NAVFAC DRAWING NO.
CONST. CONTR. NO.
SHEET 0FSPEC.SCALE: NOTED
SATISFACTORY TO: DATE
APPROVED: DATE
DESIGN DIR.
SUBMITTED BY:
CHK.
DR.
DES.
CAMP LEJEUNE, NORTH CAROLINA
PWO OR OICC
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
SYM REVISIONS DATE APPROVED
SIZE
E1
CODE IDENT.NO
21 3 4 5
21 3 4 5
D
C
B
A
D
C
B
A
N40085-24-D-0011
XX-XXXX
XXXXX
100% DESIGN
PWO
FC444 ALUMINUM SULFATE TANK
REPAIRS
PROJECT 25-0087
JSH
2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929
Dewberry Engineers Inc. CHRIS MAAS, PE
ATA
JCK
ANHA1 SCALE 1" = 10'
SITE PLAN
PLAN
NORTH
GENERAL SHEET NOTES
1. SEE SHEET G-002 FOR GENERAL NOTES
2. SEE SHEET V-001 FOR SURVEY NOTES & LEGEND
3. SEE SHEET C-001 FOR CIVIL NOTES & LEGEND
4. REPLACE DEMOLISHED PIPE FITTINGS, BENDS, VALVES, AND FLANGES.
5. PROVIDE NEW STAINLESS STEEL PIPE AND CONDUIT SUPPORTS TO BE
INSTALLED IN LIKE LOCATIONS OF REMOVED PIPE AND CONDUIT SUPPORTS.
10' 20'0
GRAPHIC SCALE(S)
CONSTRUCTION KEYNOTES#
1. LIMITS OF DISTURBANCE
2. PROVIDE 11,000 GALLON ALUMINUM SULFATE TANK. SEE SHEET CU201 FOR
DETAILS.
3. PROVIDE 3" CPVC ALUMINUM SULFATE TANK FILL LINE. MATCH ALIGNMENT OF
EXISTING SULFATE TANK FILL LINE. SEE SHEET CU111.
4. PROVIDE 2" CPVC ALUMINUM SULFATE PUMP SUCTION LINE. MATCH ALIGNMENT
OF EXISTING SULFATE PUMP SUCTION LINE. SEE SHEET CU111.
25-0087Christopher Maas 16-Jul-2026
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
SWITCH
AutoCAD SHX Text
CONC. WALL
AutoCAD SHX Text
FF=27.53
AutoCAD SHX Text
FLY#4
AutoCAD SHX Text
ELEV=26.79
AutoCAD SHX Text
FLY#5
AutoCAD SHX Text
ELEV=26.71
AutoCAD SHX Text
FLY#6
AutoCAD SHX Text
ELEV=27.02
AutoCAD SHX Text
FLY#7
AutoCAD SHX Text
ELEV=26.82
AutoCAD SHX Text
MTL. HAND RAIL
AutoCAD SHX Text
SWITCH
AutoCAD SHX Text
LADDER
AutoCAD SHX Text
EYE WASH
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
TOP: 27.02 INV IN: 21.05 INV OUT: 20.99
AutoCAD SHX Text
EOI
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EOI
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EOI
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EOI
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EOI
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EOI
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EOI
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EOI
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EOI
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EOI
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EOI
AutoCAD SHX Text
TOP: 26.89 INV OUT: 24.95
AutoCAD SHX Text
550 GALLON DIESEL TANK (SFC469)
AutoCAD SHX Text
CONDUITS
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EOI
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CONDUITS
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EOI
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CONDUITS
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CONDUITS
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CONDUITS
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CONDUIT
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EOI
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EOI
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AERIAL PIPES W/ SUPPORTS
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AERIAL PIPES W/ SUPPORTS
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EOI
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EOI
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CONDUITS
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EOI
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EOI
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CONC. COLUMN (TYP.)
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CONC. COLUMN (TYP.)
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EOI
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EOI
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EOI
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EOI
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EOI
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EOI
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CONC. WALL
AutoCAD SHX Text
CONC. RAMP
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
TANK 3 SODIUM HYDROXIDE
AutoCAD SHX Text
TANK 1 SODIUM HYDROXIDE
AutoCAD SHX Text
LADDER
AutoCAD SHX Text
LADDER
AutoCAD SHX Text
MTL. HAND RAIL
AutoCAD SHX Text
MTL. HAND RAIL
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
EDGE OF CONCRETE
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
SEWER VAULT TOP: 27.73 INV IN: 20.11
AutoCAD SHX Text
METHANOL FUEL TANK 2,250 GAL.
AutoCAD SHX Text
METHANOL FUEL TANK 2,250 GAL.
AutoCAD SHX Text
CONC. WALL
AutoCAD SHX Text
CONC. WALL
AutoCAD SHX Text
CONC. WALL
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
EOI
AutoCAD SHX Text
INV=25.64 4"PVC
AutoCAD SHX Text
INV=25.65 4"PVC
AutoCAD SHX Text
INV=25.61 4"PVC
AutoCAD SHX Text
TOP: 24.23 INV: 22.43 4" PVC
AutoCAD SHX Text
TOP: 24.23 INV: 22.42 4" PVC
AutoCAD SHX Text
EOI
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
TOP: 24.19 INV OUT: 22.42 4" PVC
AutoCAD SHX Text
TOP: 26.87 INV IN: 24.36 INV OUT: 24.35
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
CONC. AC PAD
AutoCAD SHX Text
BLOWER
AutoCAD SHX Text
BLOWER
AutoCAD SHX Text
BLOWER
AutoCAD SHX Text
SWITCH
AutoCAD SHX Text
SWITCH
AutoCAD SHX Text
EOI
AutoCAD SHX Text
EOI
AutoCAD SHX Text
EOI
AutoCAD SHX Text
EOI
AutoCAD SHX Text
ELEC. BOXES
AutoCAD SHX Text E
AutoCAD SHX Text
PANEL
AutoCAD SHX Text
COVERED CONCRETE
AutoCAD SHX Text
6" AERIAL MTL PIPES
AutoCAD SHX Text
6" AERIAL MTL PIPES
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
BRICK BUILDING (FC444)
AutoCAD SHX Text
4" POTABLE WATER
AutoCAD SHX Text
2" EFFLUENT FLUSHING WATER
AutoCAD SHX Text
2" EFFLUENT FLUSHING WATER
AutoCAD SHX Text
PROCESS LINE (8) 48"
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
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CONC.
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ELEC. DUCT BANK
AutoCAD SHX Text
4"PVC
AutoCAD SHX Text
AERIAL PIPE (APPROX.)
AutoCAD SHX Text
AERIAL PIPE (APPROX.)
AutoCAD SHX Text
AERIAL PIPE (APPROX.)
AutoCAD SHX Text
AERIAL PIPE (APPROX.)
AutoCAD SHX Text
AERIAL PIPE (APPROX.)
AutoCAD SHX Text
INV=24.49 6"DIP
AutoCAD SHX Text
CONC. SIDEWALK (UNDER GRAVEL)
AutoCAD SHX Text
AERIAL PIPES W/ SUPPORTS
AutoCAD SHX Text
BUILDING OVERHANG
AutoCAD SHX Text
CONC.
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CONC.
AutoCAD SHX Text
2" EFFLUENT FLUSHING WATER
AutoCAD SHX Text
ELEC. DUCT BANK
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ELEC. DUCT BANK
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SFSF
SF SF
CG101
GRADING & EROSION CONTROL PLAN
60044631
NAVFAC DRAWING NO.
CONST. CONTR. NO.
SHEET 0FSPEC.SCALE: NOTED
SATISFACTORY TO: DATE
APPROVED: DATE
DESIGN DIR.
SUBMITTED BY:
CHK.
DR.
DES.
CAMP LEJEUNE, NORTH CAROLINA
PWO OR OICC
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
SYM REVISIONS DATE APPROVED
SIZE
E1
CODE IDENT.NO
21 3 4 5
21 3 4 5
D
C
B
A
D
C
B
A
N40085-24-D-0011
XX-XXXX
XXXXX
100% DESIGN
PWO
FC444 ALUMINUM SULFATE TANK
REPAIRS
PROJECT 25-0087
JSH
2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929
Dewberry Engineers Inc. CHRIS MAAS, PE
ATA
JCK
ANHA1 SCALE 1" = 10'
GRADING & EROSION CONTROL PLAN
PLAN
NORTH
GENERAL SHEET NOTES
1. SEE SHEET G-002 FOR GENERAL NOTES
2. SEE SHEET V-001 FOR SURVEY NOTES & LEGEND
10' 20'0
GRAPHIC SCALE(S)
CONSTRUCTION KEYNOTES#
1. LIMITS OF DISTURBANCE
2. PROVIDE TEMPORARY CONSTRUCTION ENTRANCE. SEE SHEET A1/C-501
3. PROVIDE TEMPORARY SILT FENCE. SEE SHEET C1/C-501
4. STOCKPILE AREA
25-0087Christopher Maas 16-Jul-2026
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
SWITCH
AutoCAD SHX Text
CONC. WALL
AutoCAD SHX Text
FF=27.53
AutoCAD SHX Text
FLY#4
AutoCAD SHX Text
ELEV=26.79
AutoCAD SHX Text
FLY#5
AutoCAD SHX Text
ELEV=26.71
AutoCAD SHX Text
FLY#6
AutoCAD SHX Text
ELEV=27.02
AutoCAD SHX Text
FLY#7
AutoCAD SHX Text
ELEV=26.82
AutoCAD SHX Text
MTL. HAND RAIL
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SWITCH
AutoCAD SHX Text
LADDER
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EYE WASH
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6" PVC
AutoCAD SHX Text
TOP: 27.02 INV IN: 21.05 INV OUT: 20.99
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EOI
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EOI
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EOI
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EOI
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EOI
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EOI
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EOI
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EOI
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EOI
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EOI
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EOI
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TOP: 26.89 INV OUT: 24.95
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550 GALLON DIESEL TANK (SFC469)
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CONDUITS
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EOI
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CONDUITS
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EOI
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CONDUITS
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CONDUITS
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CONDUITS
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CONDUIT
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EOI
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EOI
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AERIAL PIPES W/ SUPPORTS
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AERIAL PIPES W/ SUPPORTS
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EOI
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EOI
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CONDUITS
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EOI
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CONC. COLUMN (TYP.)
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CONC. COLUMN (TYP.)
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EOI
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EOI
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CONC. WALL
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CONC. RAMP
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CONC. SIDEWALK
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6" PVC
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TANK 3 SODIUM HYDROXIDE
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TANK 1 SODIUM HYDROXIDE
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LADDER
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LADDER
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MTL. HAND RAIL
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MTL. HAND RAIL
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CONC. SIDEWALK
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EDGE OF CONCRETE
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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CONC. SIDEWALK
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SEWER VAULT TOP: 27.73 INV IN: 20.11
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METHANOL FUEL TANK 2,250 GAL.
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METHANOL FUEL TANK 2,250 GAL.
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CONC. WALL
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CONC. WALL
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CONC. WALL
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CONC. SIDEWALK
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EOI
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INV=25.64 4"PVC
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INV=25.65 4"PVC
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INV=25.61 4"PVC
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TOP: 24.23 INV: 22.43 4" PVC
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TOP: 24.23 INV: 22.42 4" PVC
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EOI
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TOP: 24.19 INV OUT: 22.42 4" PVC
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TOP: 26.87 INV IN: 24.36 INV OUT: 24.35
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6" PVC
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CONC. AC PAD
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BLOWER
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BLOWER
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BLOWER
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SWITCH
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SWITCH
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EOI
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EOI
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EOI
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EOI
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ELEC. BOXES
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PANEL
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COVERED CONCRETE
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6" AERIAL MTL PIPES
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6" AERIAL MTL PIPES
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GRAVEL
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GRAVEL
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GRASS
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GRASS
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GRASS
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GRASS
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BRICK BUILDING (FC444)
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4" POTABLE WATER
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2" EFFLUENT FLUSHING WATER
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2" EFFLUENT FLUSHING WATER
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PROCESS LINE (8) 48"
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CONC.
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CONC.
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CONC.
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CONCRETE
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ELEC. DUCT BANK
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4"PVC
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AERIAL PIPE (APPROX.)
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AERIAL PIPE (APPROX.)
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AERIAL PIPE (APPROX.)
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AERIAL PIPE (APPROX.)
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AERIAL PIPE (APPROX.)
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INV=24.49 6"DIP
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AutoCAD SHX Text 27.75
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AutoCAD SHX Text 27.24
AutoCAD SHX Text 27.36
AutoCAD SHX Text 27.19
AutoCAD SHX Text 27.28
AutoCAD SHX Text 27.33
AutoCAD SHX Text 27.51
AutoCAD SHX Text 27.54
AutoCAD SHX Text 27.56
AutoCAD SHX Text 27.50
AutoCAD SHX Text 27.54
AutoCAD SHX Text 27.43
AutoCAD SHX Text 27.47
AutoCAD SHX Text 27.45
AutoCAD SHX Text 24.36
AutoCAD SHX Text 24.41
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AutoCAD SHX Text 24.34
AutoCAD SHX Text 24.49
AutoCAD SHX Text 24.36
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AutoCAD SHX Text 24.37
AutoCAD SHX Text 24.52
AutoCAD SHX Text 24.39
AutoCAD SHX Text 24.46
AutoCAD SHX Text 24.46
AutoCAD SHX Text 24.46
AutoCAD SHX Text 24.37
AutoCAD SHX Text 24.42
AutoCAD SHX Text 27.48
AutoCAD SHX Text 32.57
AutoCAD SHX Text 28.06
AutoCAD SHX Text 28.04
AutoCAD SHX Text 26.80
AutoCAD SHX Text 26.81
AutoCAD SHX Text 26.84
AutoCAD SHX Text 26.89
AutoCAD SHX Text 27.71
AutoCAD SHX Text 26.84
AutoCAD SHX Text 26.66
AutoCAD SHX Text 27.44
AutoCAD SHX Text 27.66
AutoCAD SHX Text 25.05
AutoCAD SHX Text 25.04
AutoCAD SHX Text 25.06
AutoCAD SHX Text 25.08
AutoCAD SHX Text 25.07
AutoCAD SHX Text 25.06
AutoCAD SHX Text 27.76
AutoCAD SHX Text 28.05
AutoCAD SHX Text 28.04
AutoCAD SHX Text
CONC. SIDEWALK (UNDER GRAVEL)
AutoCAD SHX Text
AERIAL PIPES W/ SUPPORTS
AutoCAD SHX Text
BUILDING OVERHANG
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
2" EFFLUENT FLUSHING WATER
AutoCAD SHX Text
ELEC. DUCT BANK
AutoCAD SHX Text
ELEC. DUCT BANK
3400 GALLONS
SODIUM HYDROXIDE
3400 GALLONS
METHANOL TANK
2250 GALLONS
METHANOL TANK
2250 GALLONS
INSTRUMENTATION
ROOM
SODIUM HYDROXIDEMETHANOL
SL
O
PE FIBERGLASS HANDRAIL
w/ TOEBOARD
BOLLARD
SODIUM HYDROXIDE
RECIRCULATION PUMP
ALUMINUM SULFATE
2" HIGH x 6" WIDE
CONC. CURB
DRAINAGE SUMP w/ 12"
SQUARE GRATING COVER
6" PVC @ 1%
6" PVC @ 1%
DRAINAGE SUMP w/ 12"
SQUARE GRATING COVER
6" PVC @ 1%6" PVC @ 1%
6" CLEANOUT
I.E. 22.67' I.E. 22.10'
6" PVC @
1%
4" F.D.
4" F.D.
4" F.D. 4" F.D.
CU111
ENLARGED SULFATE TANK PLAN
60044632
NAVFAC DRAWING NO.
CONST. CONTR. NO.
SHEET 0FSPEC.SCALE: NOTED
SATIS…
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