WSLP_114_Signed Submittal Drawings-4 of 4 PART 1.pdf

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New Orleans District of Engineers

US Army Corps

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GENERAL

PROPOSED EQUIPMENT.

CHANGES TO ADJACENT PIPE ROUTING TO ACCOMMODATE TIE-IN LOCATIONS FOR

AND APPURTENANCES REQUIRED. THE CONTRACTOR SHALL PROVIDE DETAILS OF

NOT BE LIMITED TO, PLANS, SECTIONS, DETAILS, AND SCHEMATICS OF EQUIPMENT

DIMENSIONS, AND LAYOUTS PROPOSED. THIS INFORMATION SHALL INCLUDE, BUT

IMPACTED DISCIPLINES) SHOWING EQUIPMENT AND PIPING LOCATIONS,

THE ENGINEER FOR APPROVAL DETAILED DRAWINGS AND EQUIPMENT LISTS (FOR

DRAWINGS OR AS SPECIFIED, THE CONTRACTOR SHALL PREPARE AND SUBMIT TO

REQUIRES AN ARRANGEMENT OR SPACE OTHER THAN THAT INDICATED ON THE

ENGINEER. IF THE CONTRACTOR PROPOSES TO FURNISH EQUIPMENT THAT

LAYOUTS ARE BASED ON THE EQUIPMENT SELECTED AND SPECIFIED BY THE

PROCESS MECHANICAL EQUIPMENT AND PIPING LOCATIONS, DIMENSIONS, AND

TO THE FABRICATION OR CONSTRUCTION.

SHALL CLARIFY DISCREPANCIES BETWEEN DISCIPLINES WITH THE ENGINEER PRIOR

PROCESS MECHANICAL DRAWINGS ARE FOR REFERENCE ONLY. THE CONTRACTOR

OTHER DISCIPLINE BACKGROUND DRAWINGS AND DIMENSIONS SHOWN ON THE

STRUCTURAL STANDARD DETAILS FOR EQUIPMENT PAD DESIGN REQUIREMENTS.

DRAWINGS) AND AVAILABLE SPACE. REFER TO THE STRUCTURAL DRAWINGS AND

ACTUAL SIZE OF EQUIPMENT FURNISHED (AS SHOWN ON THE APPROVED SHOP

EQUIPMENT PAD DIMENSIONS WITH THE MANUFACTURER TO ACCOMMODATE THE

MECHANICAL DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL COORDINATE

EQUIPMENT FOUNDATION AND PAD DIMENSIONS SHOWN ON THE PROCESS

IN SUCH A MANNER TO AVOID TRIP HAZARDS.

RECOMMENDATIONS. DRAIN PIPING SHALL BE SUITABLY SUPPORTED AND ROUTED

AND MATERIAL SHALL BE PER THE EQUIPMENT MANUFACTURER'S

DRAIN, FLOOR SINK, HUB DRAIN, OR TRENCH DRAIN. DRAIN PIPE NOMINAL DIAMETER

DRAINS SHALL BE PIPED WITH A CONTINUOUS SLOPE TO THE NEAREST FLOOR

EQUIPMENT BASES HAVING DRAIN OUTLETS, EQUIPMENT DRAINS, AND PIPING

AFTER WELDING.

WHERE WELDING OF STAINLESS STEEL IS REQUIRED, PASSIVATE STAINLESS STEEL

PIPE SUPPORTS

SEALED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

DRILLED, THE CUT EXPOSED END OF THE MATERIAL SHALL BE RE-COATED OR

WHEN FIBERGLASS OR PVC-COATED PIPE SUPPORT MATERIALS ARE CUT OR

THE FULL CIRCUMFERENCE OF THE PIPE AT EACH PIPE SUPPORT.

WITH EXTRA WIDE PIPE SADDLES OR METALLIC SHIELDS WITH LOOSE FIT AROUND

PIPE SUPPORTS FOR PLASTIC PIPE OR FIBERGLASS PIPE SHALL BE PROVIDED

AROUND FULL CIRCUMFERENCE OF THE PIPE AT EACH PIPE SUPPORT.

2" WIDE BY 1/8" THICK STRIP OF RUBBER FABRIC (OR SIMILAR SUITABLE MATERIAL)

PIPE SUPPORTS FOR COPPER PIPE OR TUBING SHALL BE PROVIDED WITH A

SHALL HAVE PLASTIC END CAPS.

SUPPORT STRUT CHANNEL ENDS THAT EXTEND INTO PERSONNEL TRAFFIC AREAS

PIPING

MECHANICAL PIPING SYSTEM.

AND OTHER APPURTENANCES) AS REQUIRED FOR A COMPLETE PROCESS

AND PIPE SUPPORTS (INCLUDING THOSE REQUIRED FOR INSTRUMENTS, DRAINS,

CONTRACTOR SHALL PROVIDE INTERCONNECTING PIPING, FITTINGS, WALL PIPES,

REMAINING AND ADJACENT EQUIPMENT, PIPING, AND SUPPORTS.

SUCH A WAY TO BE EASILY DISMANTLED AND REMOVED WITHOUT DISTURBING THE

PROCESS MECHANICAL PIPING SYSTEMS AND EQUIPMENT SHALL BE INSTALLED IN

AND SUPPORTED SUCH THAT IT DOES NOT IMPART STRAIN ON THE EQUIPMENT.

PIPING CONNECTED TO PROCESS MECHANICAL EQUIPMENT SHALL BE INSTALLED

RADIUS OR REDUCING ELBOWS.

LONG RADIUS ELBOWS. WHERE REQUIRED IN TIGHT AREAS FOR FIT-UP, USE SHORT

UNLESS OTHERWISE SHOWN, ELBOWS 2-1/2" AND LARGER SHALL BE STANDARD

THE WORK.

DETERMINE THE NEW WORK ASSOCIATED WITH EACH PIPING SYSTEM TO COMPLETE

ENTIRETY. THE CONTRACTOR SHALL REFER TO THE CONTRACT DOCUMENTS TO

FOR CLARITY, SMALL DIAMETER PROCESS PIPING MAY NOT BE SHOWN IN ITS

OVERHEAD PROCESS MECHANICAL PIPING SYSTEMS.

A MINIMUM HEADROOM CLEARANCE HEIGHT OF 7'-6" SHALL BE PROVIDED FOR

VALVES AND GATES

BE APPROVED BY THE ENGINEER

UNLESS INDICATED ON THE DRAWINGS, ORIENTATION OF OPERATORS SHALL

AND CLOSING WITHOUT INTERFERENCE WITH ADJACENT PIPING OR EQUIPMENT.

VALVE AND GATE ACTUATORS SHALL BE MOUNTED TO ALLOW PROPER OPENING

THE VALVE SEAT (UPSTREAM OR DOWNSTREAM) AND STEM ORIENTATION.

RECOMMENDATIONS AND PROJECT SPECIFICATIONS REGARDING THE LOCATION OF

UNLESS INDICATED ON THE DRAWINGS, REFER TO THE MANUFACTURER'S

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RESTRAINT SYSTEMS.

SUBJECT TO A POSITIVE INTERNAL FLUID PRESSURE SHALL BE PROVIDED WITH

SLEEVE COUPLINGS, FLANGED COUPLING ADAPTERS, AND FLEXIBLE COUPLINGS

9.

GENERAL NOTES

(IF HEAT TRACE IS SPECIFIED).

EXPOSED PIPING SUBJECT TO FREEZING SHALL BE INSULATED AND HEAT TRACED

(CAST IRON, ALUMINUM OR STAINLESS STEEL)

SLIDE GATE

STOP GATE OR SHEAR GATE

PRESSURE RELIEF VALVE

PRESSURE REGULATING VALVE

OR

NEEDLE VALVE

FROM TOP, FRONT AND SIDE VIEW

HOSE BIBB VALVE

GLOBE VALVE

GATE VALVE

FLAP VALVE

BUTTERFLY VALVE

BALL VALVE

BACKFLOW PREVENTER VALVE

AIR VACUUM AND AIR RELEASE ASSEMBLY

AIR VACUUM, AIR RELEASE, OR

3 WAY MULTI-PORT VALVE

CHECK VALVE - ANGLE

CHECK VALVE - BALL

CHECK VALVE - SILENT

PLUG VALVE - ECCENTRIC

PLUG VALVE - LUBRICATED

FLOW ORIFICE

FLOW MEASUREMENT INSTRUMENTS

GATES

VALVES

MOTOR OPERATOR

PRESSURE REGULATOR WITH EXTERIOR TAP

PRESSURE REGULATOR (SELF CONTAINED)

PRESSURE RELIEF OR SAFETY ACTUATOR

(ALSO SHOWN AS NO OPERATOR)

HAND / MANUAL OPERATOR

T = TEMPERATURE

S = SOLENOID

P = PNEUMATIC

E/H = ELECTROHYDRAULIC

D = DIGITAL

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D

VALVE AND GATE ACTUATORS

BLIND FLANGE

REMOVABLE SPOOL PIECE

UNION

REDUCER - ECCENTRIC

EXPANSION JOINT

FLANGED

FLANGED COUPLING ADAPTER

FLANGED COUPLING ADAPTER - RESTRAINED

FLEXIBLE CONNECTION - BELLOWS TYPEOR

GROOVED END COUPLING

MECHANICAL JOINT

PUSH-ON JOINT - BELL AND SPIGOT

PUSH-ON JOINT - RESTRAINED

SLEEVE TYPE COUPLING - RESTRAINED

SLEEVE TYPE COUPLING

WELDED

PIPING ENDS (SINGLE-LINE)

PADDLE WHEEL METER

MAGNETIC FLOWMETER

PIPE MATERIAL CHANGE

REDUCER - CONCENTRIC

CAP - BREATHER

CAP - SCREW / THREADED

CAP - WELDED

CAP - QUICK DISCONNECT

MM

ULTRASONIC FLOWMETER

VENTURI FLOWMETER

ROTAMETER / VARIABLE AREA FLOWMETER

CIRCULATING PUMP

SUBMERSIBLE TURBINE PUMP

COMPRESSOR

VERTICAL TURBINE PUMP

SUBMERSIBLE PUMP

DRUM PUMP

CENTRIFUGAL PUMP

AIR DRIVEN DIAPHRAGM PUMP

PUMPS & COMPRESSORS

SHALL BE COMPATIBLE WITH THE PIPING MATERIALS INDICATED.

SUPPORTS, SEE THE SPECIFICATIONS AND STANDARD DETAILS. PIPE SUPPORTS

FOR MATERIALS, SPACING, AND ADDITIONAL REQUIREMENTS RELATED TO PIPE

7.

REQUIIRED FOR INSULATED PIPING APPLICATIONS.

PROVIDE ACCESSORIES AND ADJUST SUPPORT CLAMP OR SADDLE SIZE AS

CONNECTED TO PUMP SUCTIONS SHALL BE ECCENTRIC (TOP FLAT).

UNLESS OTHERWISE SHOWN, HORIZONTAL REDUCERS

THE CONTRACT DRAWINGS.

INSULATION AT THE CONNECTION, WHETHER SHOWN OR NOT ON

ARE ADJOINING, THE CONTRACTOR SHALL PROVIDE DIELECTRIC

FOR PIPING MATERIAL CHANGE WHERE TWO DISSIMILAR METALS10.

NOT ALL PIPE SUPPORTS ARE SHOWN ON THE PROJECT DRAWINGS.

AND/OR AT POINTS MARKED WITH AN "X" ON PLAN VIEW DRAWINGS.

SUPPORTS SHALL BE PROVIDED WHERE REQUIRED BY THE SPECIFICATIONS

PROVIDE PIPE SUPPORTS REQUIRED FOR A COMPLETE PIPING SYSTEM. PIPE

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License No. 48629

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License No. 48629

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PIPE ABBREVIATIONS AND FUNCTION SCHEDULE

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DFO

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FP

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PA

PW

RFL

RFS

RW

RWL

RWO

SD

SPD

SW

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VT

WLO

DIESEL FUEL OIL

DRAIN

ENGINE EXHAUST

FIRE PROTECTION

HYDRAULIC FLUID

PROCESS AIR

POTABLE WATER

REFRIGERANT LIQUID

REFRIGERANT SUCTION

RAW WATER

RAINWATER LEADER

RAINWATER LEADER OVERFLOW

SANITARY DRAIN

SUMP PUMP DISCHARGE

SERVICE WATER

VACUUM

VENT

WASTE LUBE OIL

CS09

CU01, PV01, DI02

SS01*

I

SS07

SS02

CS02, DI01, PV01, CU01

CU02*

CU02*

CS02, DI01, PV01, CU01

CI01

CI01

CI01

CU01, CS02

CS09

4" DIA AND SMALLER 6" DIA AND LARGER

PV01, DI02

I

SS07

CS02, DI01

DI01

CI01

CI01

CI01

PV01, DI02

CS02, DI01

CS02

CS09

FR01

CU01, PV01, DI02

I

SS01, SS02

DI01, PV01, CU01

CU02*

CU02*

DI01, PV01, CU01

CS09

6" DIA AND LARGER4" DIA AND SMALLER

PV01, DI02

I

DI01

DI01

PV01, DI02

DI01

CS09

EXPOSED PIPING J K BURIED PIPING J

G

L

L

F

F

F

15 IN Hg

E / 60

PSI P

PRESSURE

TEST

MINIMUM

AIR

WATER

WATER

AIR

AIR

WATER

DRY N2

DRY N2

WATER

WATER

WATER

WATER

WATER

WATER

VACUUM

WTR/AIR

AIR

MEDIUM

TEST

FIELD TEST REQUIREMENTS B C

A

ALLOWANCE

LEAKAGE

(A)(D)

(A)

(A)(D)

(A)(D)

(A)(D)

(A)

(A)

(A)

(A)

(A)

(A)

(A)(E)

(A)(D)

PIPING MATERIAL SCHEDULE C

NO

GROUP

PIPE J K O VALVES SMALLER THAN 4" M N O

CI01

CS01

CS02

CS09

CS11

CU01

CU02

DI01

DI02

FR01

PV01

SS01

SS02

SS07

CAST IRON SOIL, ANSI/ASTM A74, SERVICE WEIGHT, BELL AND SPIGOT OR HUBLESS. DUCTILE IRON

(GROUP DI01) MAY BE SUBSTITUTED. SEE SECTION 40 05 13.

STEEL, ASTM A53, SCH 40, WELDED, BLACK. SEE SECTION 40 05 13.

STEEL, ASTM A53, SCH 40, WELDED, GALVANIZED. SEE SECTION 40 05 13.

STEEL, API SPEC 5L, PSL 1, GR. B, SEAMLESS, OR STEEL, ASTM A53/53M GR. B, SEAMLESS, SCH 40

(2 1/2" AND UP) OR SCH 80 (2" AND BELOW). SEE SECTION 33 52 40.

STEEL, API SPEC 5L, PSL 1, GR. B, SEAMLESS, OR STEEL, ASTM A53/53M GR. B, SEAMLESS, SCH 40.

SEE SECTION 33 52 40.

COPPER, ASTM B88, TYPE K, SOFT TEMPERED WHERE BURIED, HARD TEMPERED WHERE

EXPOSED. SEE SECTION 40 05 13.

COPPER TUBING, ASTM B280, SOFT ANNEALED WHERE BENDING IS REQUIRED AND HARD DRAWN

WHERE NO BENDING IS REQUIRED. SEE SECTION 40 05 13.

DUCTILE IRON, ANSI A21.51, (AWWA C151), ENDS BELL AND SPIGOT, MECHANICAL JOINTS OR 125

PSI FLANGED. (TYPICAL SERVICE - WATER LINES). SEE SECTION 40 05 13

DUCTILE IRON, ANSI A21.51, (AWWA C151), ENDS BELL AND SPIGOT, MECHANICAL JOINTS OR 125

PSI FLANGED. (TYPICAL SERVICE - SANITARY/DRAIN LINES). SEE SECTION 40 05 13

FIBERGLASS REINFORCED PLASTIC (FRP), DOUBLE-WALLED, UL971. SEE SECTION 33 52 40.

POLYVINYL CHLORIDE (PVC), ASTM D1785, SCH 80, TYPE I. SEE SECTION 40 05 13.

STAINLESS STEEL, TYPE 316L, ASTM A312, SCH 40S. SEE SECTION 40 05 13.

STAINLESS STEEL, TYPE 316L, ASTM A312, SCH 10S. SEE SECTION 40 05 13.

STAINLESS STEEL, TYPE 316L, ASTM A312, SCH 80S. WHERE SHOWN ON CONTRACT DRAWINGS, CAST IRON SOIL, ANSI/ASTM A-74, SERVICE WEIGHT, BELL AND SPIGOT OR HUBLESS. AT THE OPTION OF THE

CONTRACTOR, DUCTILE IRON (GROUP DI01) MAY BE SUBSTITUTED.

2 1/2" AND SMALLER, MALLEABLE IRON, ASME B16.3, THREADED, BANDED, BLACK, 150 PSI OR STEEL, ASME B16.9, BUTT-WELDED. 3" AND LARGER, CAST IRON, ASME B16.1, 125 PSI FLANGED OR MECHANICAL COUPLING.

2 1/2" AND SMALLER, MALLEABLE IRON, ASME B16.3, THREADED, BANDED, GALVANIZED 150 PSI. 3" AND LARGER, CAST

IRON, ASME B16.1, 125 PSI FLANGED OR MECHANICAL COUPLING.

2 1/2" AND LARGER: BUTT WELD, ASTM A234/A234M, GRADE WPB, ASME B16.9. 2" AND SMALLER: FORGED, SOCKET

WELD TYPE, ASTM A182/A182M, ASME B16.11, OR THREADED, CLASS 3000 ASTM A105/A105M GRADE 2, ASME B16.11.

2 1/2" AND LARGER: BUTT WELD, ASTM A234/A234M, GRADE WPB, ASME B16.9.

WROUGHT COPPER OR CAST BRONZE, ASME B16.22, SILVER SOLDER JOINT, 150 PSI, OR COMPRESSION FITTINGS.

WROUGHT COPPER AND BRONZE SOLDER-JOINT PRESSURE FITTINGS CONFORMING TO ASME B16.22 AND ASTM B75.

JOINTS AND FITTINGS FOR BRAZED JOINTS SHALL BE WROUGHT-COPPER OR FORGED-BRASS SWEAT FITTINGS.

DUCTILE IRON AWWA C110, BELL AND SPIGOT JOINTS (RESTRAINED OR NON-RESTRAINED), MECHANICAL COUPLINGS, ASME B16.1 FLANGES, OR MECHANICAL JOINTS.

DUCTILE IRON AWWA C110, BELL AND SPIGOT JOINTS (RESTRAINED OR NON-RESTRAINED), MECHANICAL COUPLINGS, ASME B16.1 FLANGES, OR MECHANICAL JOINTS.

UL971 COMPRESSION MOLDED OR FILAMENT-WOUND FRP FOR PRIMARY FITTINGS, MOLDED FITTINGS FOR

CONTAINMENT FITTINGS.

PVC, SCH 80, TYPE I, SOCKET SOLVENT WELD JOINTS, ASTM D2467. SOLVENT SHALL BE COMPATIBLE WITH FLUID

SERVICE.

STAINLESS STEEL, TYPE 316L, THREADED, WELDED SLIP-ON FLANGE ASME B16.3, OR SOCKET WELDED FITTINGS SCH

40S.

STAINLESS STEEL, TYPE 316L, THREADED OR SOCKET WELDED FITTINGS SCH 40S ASME B16.11 OR FLANGED ASME

B16.5/11

STAINLESS STEEL, TYPE 304L, THREADED OR SOCKET WELDED FITTINGS SCH 80S ASME B16.11 OR SAE J518 CODE

61/62.

NOT REQUIRED.

STEEL OR BRONZE, THREADED, GATE, GLOBE, CHECK, BALL OR PLUG. DUCTILE OR CAST IRON, BALL, GATE, CHECK, GREATER THAN 2 1/2".

STEEL OR BRONZE, THREADED, GATE, GLOBE, CHECK, BALL OR PLUG. DUCTILE OR CAST IRON, BALL, GATE, CHECK, GREATER THAN 2 1/2".

CARBON STEEL, A105M, ANSI CLASS 600, ASTM B16.34, FLANGED.

NOT REQUIRED.

BRONZE, SILVER SOLDER JOINT, GLOBE, CHECK OR BALL

VALVE BODIES SHALL BE OF BRASS, BRONZE, STEEL, OR DUCTILE IRON CONSTRUCTION AND

SHALL CONFORM WITH ANSI/AHRI 760.

BUTTERFLY, BALL, GATE OR PLUG: CAST OR DUCTILE IRON, CLASS 125, COMPLIANT WITH AWWA

STANDARDS, MECHANICAL JOINT OR ANSI B16.1 FLANGED ENDS.

ECCENTRIC PLUG, GATE OR KNIFE GATE: CAST OR DUCTILE IRON, CLASS 125, COMPLIANT WITH

AWWA STANDARDS, MECHANICAL JOINT OR ANSI B16.1 FLANGED ENDS.

NOT REQUIRED.

PVC, BALL, DIAPHRAGM, BUTTERFLY, OR LIFT CHECK.

STAINLESS STEEL, TYPE 316, BALL, FLANGED.

STAINLESS STEEL, TYPE 316, BALL, FLANGED: APOLLO FULL PORT BALL VALVES (87A-200) OR AS

SHOWN ON DRAWINGS.

STAINLESS STEEL, BALL, THREADED: HYDAC KHM, OR AS SHOWN ON DRAWINGS.

GENERAL NOTES

SHEET KEYNOTES

TYPICAL PIPE DESIGNATION:

PIPING MATERIALS (SEE GENERAL NOTES AT THE RIGHT AND PIPE MATERIAL SCHEDULE) D

FUNCTION

FITTINGS J K O

T

A Y

V A

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P

U D

E

D S

U D

IB

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C S

E N

O N

INDICATED.

TEST PIPING PER ASME B31 WHEN SPECIFIC TESTING REQUIREMENT IS NOT P.

CONTRACT SPECIFICATIONS.

MATERIALS SHALL BE PER THE REFERENCE STANDARDS AS MODIFIED BY THE O.

SEE SPECIFICATIONS.

FOR VALVES 4" AND LARGER, SEE SPECIFICATIONS. FOR LINING AND COATING, N.

SPECIFICATIONS.

ONLY. SUBSTITUTIONS WILL BE PERMITTED SUBJECT TO PROVISIONS OF THE

PROPRIETARY NAMES HAVE BEEN QUOTED FOR IDENTIFICATION PURPOSES M.

AS SPECIFIED BY ANSI/ASHRAE 15 AND 34.L.

EXPOSED PIPING SHALL BE PAINTED IN ACCORDANCE WITH SPECIFICATIONS. K.

FOR PIPE LINING AND COATING, SEE SPECIFICATIONS.J.

PROTECTION ASSOCIATION STANDARDS.

PIPING MATERIALS SHALL BE IN ACCORDANCE WITH NATIONAL FIRE I.

NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS.

INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH APPLICABLE H.

NO APPARENT LEAKS UNDER NORMAL OPERATING CONDITIONS.G.

PLUMBING CODE.

INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH APPLICABLE F.

STATIC WATER TEST WITH SURFACE 5 FEET ABOVE HIGH POINT OF PIPE.E.

SECTION OF SPECIFICATIONS FOR INSULATING MATERIALS.

PIPING GROUP NUMBER SHOWN THUS * SHALL BE INSULATED. SEE PIPING D.

SPECIFICATIONS.

NO SUBSTITUTIONS UNLESS ACCEPTED BY THE ENGINEER PER THE C.

PIPING SECTION OF SPECIFICATIONS.

FOR FIELD TEST PROCEDURES AND ADDITIONAL TEST REQUIREMENTS, SEE B.

THAN 4 INCHES MERCURY COLUMN

PIPES SO DESIGNATED SHALL NOT SHOW A LOSS OF VACUUM OF MORE (E)

MORE THAN 5 PERCENT

PIPES SO DESIGNATED SHALL NOT SHOW A LOSS OF PRESSURE OF (D)

GALLON PER HOUR PER INCH OF DIAMETER PER 100 FEET OF PIPE

PIPES SO DESIGNATED SHALL NOT SHOW A LEAKAGE OF MORE THAN 0.15 (C)

100 FEET OF BURIED PIPE

AND NOT MORE THAN 0.02 GALLON PER HOUR PER INCH DIAMETER PER

PIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE FOR UNBURIED PIPE (B)

PIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE(A)

LEAKAGE ALLOWANCE IS AS FOLLOWS:A.

CS07 MALLEABLE IRON, ASME B16.3, THREADED, BANDED, GALVANIZED, 300 PSI.

BALL: JAMESBURY FIG 351 OR WATTS #B-6080. CHECK: CRANE #27TF OR STOCKHAM B-322T.

BRONZE THREADED, GLOBE: CRANE #212P OR STOCKHAM B-62 OR B-32T.

CS07, SS02

SS02*

2" SW (PV01)

H

3000 WATER

REINFORCED SYNTHETIC RUBBER HOSE PER SAE 100R12. SEE SECTION 40 05 13. PIPING

PREPARED IN ACCORDANCE WITH SAE AS4059 (CLASS 8)

SS08

SS09

DOUBLE WALL, PRIMARY: CORRUGATED STAINLESS STEEL, TYPE T316, ASTM A240,

DOUBLE WALL, PRIMARY: STAINLESS STEEL, TYPE 304L SEAMLESS SCH 40 (2 1/2" AND UP) OR

DOUBLE WALL, STAINLESS STEEL, TYPE T316, ASTM A276 S31600.

DOUBLE WALL, STAINLESS STEEL, TYPE 304l, ASTM A312, ASTM 182 FLANGES, BUTT WELDED, ASTM 403

STAINLESS STEEL, TYPE 316, BALL, FLANGED.

STAINLESS STEEL, TYPE 316, BALL, FLANGED.

-- -- -- (A)(D) OILOFDT DAY TANK OVERFLOW

-- -- -- (A)(D) OILOFTF TANK FARM OVERFLOW

SS09

SS02

75/75

LO CS09 -- -- -- (A)(D) 750 OIL

FOR

FOS

FUEL OIL RETURN

FUEL OIL SUPPLY

AIR

AIR

(A)(D)

(A)(D)

SS08

SS08

75/50

75/50

NOTE: XX/YY = PRIMARY TEST PRESSURE / SECONDARY TEST PRESSURE

SS02, SS08

SS02, SS08

CS01, CS11, SS02 CS11, DI02, SS02

PRELIMINARY

THE BASIS FOR THE ISSUANCE OF A PERMIT

NOT FOR CONSTRUCTION BIDDING, OR AS

FOR REVIEW ONLY

US ARMY CORPS OF ENGINEERS

06/20/2024DATE:

LICENSE: #0048629

ENGINEER: TIMUR AYVAZ

PVC DWV, ASTM D2665.PV08

PV09 CHLORINATED POLYVINYL CHLORIDE (CPVC), PLASTIC PIPE, ASTM D2865, ASTM F441, CSA B137.6

PV09, CU01

CS02, DI01, PV01,

PV09, CU01

DI01, PV01,

CHANGE IN PIPING MATERIAL GROUP NUMBER IS INDICATED THUS: 3.

PIPING SHOWN ON THE DRAWINGS AS BEING RELOCATED AND/OR TIED INTO.

CONTRACTOR SHALL FIELD VERIFY PIPE MATERIAL AND SIZE FOR ALL EXISTING2.

CHANGES DUE TO THE SUBSTITUTION.

ENGINEER REVIEW AND APPROVAL. CONTRACTOR IS RESPONSIBLE FOR ANY

CONTRACTOR SHALL SUBMIT MATERIAL SUBSTITUTION FOR THE

MATERIAL GROUP INDICATED IN THE DRAWINGS AND PER SPECIFICATIONS.

FOR A GIVEN FLUID SERVICE, CONTRACTOR SHALL PROVIDE THE PIPE

ALTHOUGH SEVERAL PIPE MATERIAL GROUPS MAY BE LISTED ON THIS SHEET1.

SECTION 40 05 13.

STEEL, ASTM A53, SCH 40, WELDED, GALVANIZED. FOR AIR SERVICES, SEE SPECIFICATION

IPS DIAMETER (1/4" TO 24"). SEE SPECIFICATION SECTION 22 00 00.

POLYVINYL CHLORIDE (PVC), GRAVITY DWV PIPE, ASTM D2665/D1785, SCH 40,

SEE SPECIFICATION SECTION 22 00 00.

CHLORINATED POLYVINYL CHLORIDE (CPVC), PLASTIC PIPE, ASTM D2846, ASTM F441, CSA B137.6

CS02, PV01, PV09, DI02 PV01, PV09,DI02

SECONDARY: 2-LAYER EFEP EXTRUSION AND NYLON 12. UL971A AND UL1319 LISTED.

SEE SPECIFICATION SECTION 33 52 40.

SCH 80 (2" AND BELOW), ASTM A312. SECONDARY: STAINLESS STEEL, TYPE 304L, ASTM A312.

SEE SPECIFICATION SECTION 33 52 40.

CS09 -- -- -- (A)(D) OILLOF LUBE OIL OVERFLOW

LUBE OIL

INSTRUMENT AIR

75/75

MATERIAL GROUP NUMBER

FLUID ABBREVIATIONPIPE DIAMETER

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License No. 48629

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US Army Corps

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0M-102 8'0 4' 16'

M P S

T A

T

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C O

M M

O N

FLOOD SIDE

T

A Y

V A

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C S

E N

O N

D S

U D

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Y O

P

U D

E

LAND SIDE

2" FOR (SS08)

2" FOS (SS08)

(BELOW GRADE)

(BELOW GRADE)

(TYP)

SEE STRUCTURAL

VORTEX BARS,

R

9 11

K

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GENERAL NOTES

ELECTRICAL BUILDING DESIGN FOR RESERVE RELIEF AND I-55.

TYPICAL PUMP STATION BUILDING, INTAKE STRUCTURE AND MECHANICAL1.

FOR PUMP JACKING

316 SST COLUMN FLANGE

SEE STRUCTURAL

(TYP OF 3)

SUCTION INTAKE,

FORMED CONCRETE

PRELIMINARY

THE BASIS FOR THE ISSUANCE OF A PERMIT

NOT FOR CONSTRUCTION BIDDING, OR AS

FOR REVIEW ONLY

US ARMY CORPS OF ENGINEERS

06/20/2024DATE:

LICENSE: #0048629

ENGINEER: TIMUR AYVAZ

3M-130

SEE SHT 2M-130 AND

FOR CONTINUATION

STORAGE AREA

OTHER EQUIPMENT

SPARE PARTS AND

DEWATERING PUMPS,

T R

U E N

NORTH

PLAN

RELIEF

RESERVE

T R

U E N

NORTH

PLAN

I-55

0M-301

A3

0M-302

A3

0M-305

A2

0M-303

A2

0M-303

A2

0M-305

A2

0M-301

A3

0M-302

A3

0M-304

A2

0M-304

A2

11'-6" 12'-0"11'-6"11'-6"11'-6"11'-6"

A3

ELEV. -8.58' - BASEMENT LEVEL PLAN

SCALE: 3/16" = 1'-0"

(TYP OF 3)

PUMP COLUMN

R E

A D

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License No. 48629

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NIGNE LANOIS

SEF

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NAISI

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License No. 48629

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New Orleans District of Engineers

US Army Corps

U .S

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M P S

T A

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2" PA (CS07)

18" V (CS02)

(TYP)(TYP OF 3)

(TYP)

8'0 4' 16'

FLOOD SIDE

T

A Y

V A

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C S

E N

O N

D S

U D

IB

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OUTLET

AIR TOOL OUTLET

AIR TOOL

2" FOR (SS08)

2" FOS (SS08)

LAND SIDE

LUBE OIL PUMP

STORAGE TANK

1000 GAL LUBE OIL

1" LO (CS09)

1" WLO (CS09)

1" LO (CS09)

1" WLO (CS09)

2" WLO (CS09)

2" WLO (CS09)

2" LO (CS09)

1 1/2" SW (CS02)

SEE PLUMBING DWGS

FOR SW CONTINUATION

(TYP)

PIPE SUPPORT

EXTRACTION STATION

LUBE OIL FILL AND

(BELOW GRADE)

(BELOW GRADE)

2" PA (CS07)

1" PA (CS07)

1" LO (CS09)

1" WLO (CS09)

HATCH

ACCESS

BREAKER VALVES

TO VACUUM

1" PA (CS07)

3" PA (CS07)

ENGINES

TO DIESEL

1/2" PA (CS07)

OUTLETS

TO AIR TOOL

2" PA (CS07)

GATES

TO DRAINAGE

TO DRAINAGE GATE(S)

2" PA (CS07)

Q

K

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HANGER (TYP)

TRAPEZE PIPE

TNK-2675

(TYP)

PIPE SUPPORT

HANGER (TYP)

TRAPEZE PIPE

(TYP)

PIPE SUPPORT

(TYP)

PIPE SUPPORT

(TYP)

(TYP)

METHOD 'A'

WALL SLEEVE,

(TYP)

PIPE SUPPORT

TNK-2665

P-2665

3" PA (CS07)

J

ENGINE (TYP)

FROM PUMP

ENGINE (TYP)

TO PUMP

(TYP)

METHOD 'A'

WALL SLEEVE

GENERAL NOTES

(TYP OF 3)

COLUMN

316 SST PUMP

SEE STRUCTURAL

CONDUIT (TYP OF 3)

316 SST PUMP DISCHARGE

PRELIMINARY

THE BASIS FOR THE ISSUANCE OF A PERMIT

NOT FOR CONSTRUCTION BIDDING, OR AS

FOR REVIEW ONLY

US ARMY CORPS OF ENGINEERS

06/20/2024DATE:

LICENSE: #0048629

ENGINEER: TIMUR AYVAZ

IN CONCRETE, SEE STRUCTURAL

PUDDLE FLANGE, 2.5"x20', EMBEDDED

316 SST RECTANGULAR

CROSSING FOR EACH PIPE

CONNECTOR AT BUILDING

BRAIDED FLEXIBLE METAL

(TYP OF 2)

1" PA (CS07)

1" PA (CS07)

(TO AIR TOOL OUTLETS)

(TYP OF 3)

SYSTEM

LUBRICATION

PUMP GREASE

BREAKER VALVES)

(TO VACUUM

(TYP OF 3)

REQUIREMENTS

SECTION 35 45 01 FOR

SEE SPECIFICATION

JOINT, FLANGED,

FLEXIBLE EXPANSION

RECTANGULAR

2 1/2" LOF (CS09)

T R

U E N

NORTH

PLAN

RELIEF

RESERVE

T R

U E N

NORTH

PLAN

I-55

EQUIPMENT IDENTIFICATION NUMBERS.

RESERVE RELIEF PUMP STATION. SEE P&ID FOR I-55 PUMP STATION

EQUIPMENT IDENTIFICATION NUMBERS SHOWN ON THIS SHEET ARE FOR2.

ELECTRICAL BUILDING DESIGN FOR RESERVE RELIEF AND I-55.

TYPICAL PUMP STATION BUILDING, INTAKE STRUCTURE AND MECHANICAL1.

0M-301

A3

0M-302

A3

0M-305

A2

0M-303

A2

0M-303

A2

0M-305

A2

0M-301

A3

0M-302

A3

0M-304

A2

0M-304

A2

0M-413

B2

0M-416

B2

0M-501

L1

0M-504

L16

0M-501

L1

0M-501

L1

0M-503

F12

0M-501

L1

0M-502

F1

0M-502

F1

0M-504

F1

0M-505

L1

12'-0"11'-6"11'-6"11'-6"11'-6"11'-6"

ELEV. 6.0' - GROUND LEVEL PLAN

20'-0"

9'-0" SQ

LUBE OIL TANK

1000 GAL WASTE

R E

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License No. 48629

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US Army Corps

U .S

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0M-104 8'0 4' 16'

M P S

T A

T

IO

N

C O

M M

O N

20" EE (SS02)

(TYP OF 3)

W/ 3" INSULATION

SYSTEM (TYP)

VACUUM BREAKER

PUMP DISCHARGE

18" V (CS02)

(M

IN

FLOOD SIDE

T

A Y

V A

Z

C S

E N

O N

D S

U D

IB

Y O

P

U D

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2" FOS (SS08)

1" FOS (SS08)

LAND SIDE

1" FOR (SS08)

2" VT (SS02)

GENERAL NOTES

2" FOS (SS08)

3" PA (CS07)

3" PA (CS07)

1" FOR (SS02)

1 1/2" PA (CS07)

1" FOR (SS02) 1" FOR (SS02)

Q

9 11108

R

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(TYP OF 3)

PIPE RAMP

(TYP)

(TYP)

PIPE SUPPORT

E-2110 E-2210 E-2310

TNK-2639

TNK-2640 TNK-2645 TNK-2650

J

2" FOR (SS08)

COUPLING (TYP)

316 SS EXPANSION

COUPLING (TYP)

FLEXIBLE EXPANSION

2 1/2" OFDT (SS09)

SEE STRUCTURAL

(TYP OF 3)

DISCHARGE CONDUIT,

316 SST PUMP

PRELIMINARY

THE BASIS FOR THE ISSUANCE OF A PERMIT

NOT FOR CONSTRUCTION BIDDING, OR AS

FOR REVIEW ONLY

US ARMY CORPS OF ENGINEERS

06/20/2024DATE:

LICENSE: #0048629

ENGINEER: TIMUR AYVAZ

SEE NOTE 3

SOLE PLATE,

BASE PLATE AND

316 SST PUMP

(TYP)

(TYP)

RADIATOR SHROUD

1" PA (CS07) 1" PA (CS07)

(TYP OF 2)

1" FOR (SS02)

2 1/2" LOF (CS09)

2 1/2" LOF (CS09) 2 1/2" LOF (CS09)

T R

U E N

NORTH

PLAN

RELIEF

RESERVE

T R

U E N

NORTH

PLAN

I-55

EQUIPMENT IDENTIFICATION NUMBERS.

RESERVE RELIEF PUMP STATION. SEE P&ID FOR I-55 PUMP STATION

EQUIPMENT IDENTIFICATION NUMBERS SHOWN ON THIS SHEET ARE FOR4.

ASSEMBLY SHALL FIT THROUGH 14.5 FT SQUARE BUILDING ROOF OPENING.

THE LARGEST ONE PIECE COMPONENT OF BASEPLATE AND SOLE PLATE

FLOOR OPENING AS INDICATED. SEE STRUCTURAL FOR FLOOR OPENING.

ANCHORS TO SUPPORT PUMP AND RIGHT-ANGLE GEARBOX, AND COVER

PUMP MANUFACTURER TO PROVIDE BASEPLATE, SOLE PLATE AND3.

SEE STRUCTURAL DRAWINGS FOR COVER AND PLATFORM DESIGN.2.

ELECTRICAL BUILDING DESIGN FOR RESERVE RELIEF AND I-55.

TYPICAL PUMP STATION BUILDING, INTAKE STRUCTURE AND MECHANICAL1.

RAG-2110 RAG-2210 RAG-2310

2 1/2" LOF (CS09)

1" WLO (CS09)

OVERFLOW TANK

500 GAL FUEL

TYP

TO ENGINE OIL DRAIN,

1" WLO (CS09) 1" WLO (CS09)

(TYP OF 3)

ANGLE GEAR

PUMP RIGHT

(TYP OF 3)

AND RADIATOR

PUMP DIESEL ENGINE

OUTLET

AIR TOOL

(TYP)

(TYP)

(TYP OF 3)

DAY TANK

2000 GAL FUEL

(TYP)

OIL TANK (TYP)

60 GAL MAKE-UP

(TYP)

PLATFORM

ACCESS

MAINTENANCE

ENGINE

(TYP OF 3)

SILENCER

EXHAUST

ENGINE

(TYP)

ABOVE PUMP DISCHARGE CONDUIT

PROVIDED FOR FLOOR OPENINGS

REMOVABLE GRATING TO BE

OUTLET

AIR TOOL

SUPPORT

PIPE

SYSTEM

BREAKER

VACUUM

SUPPORT

PIPE

(TYP OF 3)

SEE STRUCTURAL

SILENCER SUPPORT,

OUTLET

AIR TOOL

OUTLET

AIR TOOL

0M-302

A3

0M-301

A3

0M-305

A2

0M-303

A2

0M-303

A2

0M-305

A2

0M-301

A3

0M-302

A3

0M-304

A2

0M-304

A2

0M-504

L16

0M-503

F12

0M-510

J11

0M-510

H2

0M-405

H3

0M-421

H2

0M-501

A11

0M-503

F12

ELEV. 22.83' - UPPER LEVEL PLAN

8'-9 5/8" 8'-9 5/8" 8'-9 1/2"

14'-8"25'-0"25'-0"31'-0"

3'-8 3/8" 3'-8 3/8"3'-8 3/8"

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License No. 48629

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SEF

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TIMUR AYVAZ

License No. 48629

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New Orleans District of Engineers

US Army Corps

U .S

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0 4' 8'2'

EL. 15.92'

T.O. GRATING\B.O. TANK ELEVATION

EL. 4.0'

GRADE

PRELIMINARY

THE BASIS FOR THE ISSUANCE OF A PERMIT

NOT FOR CONSTRUCTION, BIDDING, OR AS

FOR REVIEW ONLY

US ARMY CORPS OF ENGINEERS

06/20/2024

RONALD B. LAURENCE, JR., PE

DATE:

LICENSE: #0033792

ENGINEER:

EL. 25.77'

PIPING ELEVATION

EL. 25.23'

PIPING ELEVATION

B U

L K A

S T P

IP

IN

G E

L E

V A

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N S

C O

M M

O N

0M-230

J

W

IL

S O

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C S

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R .B L

A U

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N C

E

J

W

IL

S O

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AND E-STOP PUSH BUTTONS

REFER TO I&C PLANS FOR ALARMS

NOTE:

A4

25K PIPING ELEVATION

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

LCP-#620

FUEL MAINTENANCE\TRANSFER SYSTEM

(REFER TO STRUCTURAL PLAN H448294-TF-0-S-131)

PLATFORM ACCESS STAIRS

(REFER TO STRUCTURAL PLAN H448294-TF-0-S-131)

PLATFORM

LOADING ARM

METER

(REFER TO STRUCTURAL DRAWING H448294-TF-0-S-130)

CONCRETE SUPPORT (TYP)

TANK SADDLE (BY TANK MFR)

2085, ABOVE GROUND STORAGE TANK

25,000 GAL, DOUBLE WALL, 10' DIA., UL

RIO #120 & LCP#621 (REFER TO SHEET 0EP-131)

ELECTRICAL ENCLOSURES, ELECTRICAL PANELS

(REFER TO STRUCTURAL PLAN H448294-TF-0-S-130°)

CONCRETE PAD

DAY TANK SUPPLY PUMPS - #627 & # 624

PIPING TRANSITION SUMP

PROVIDE SHOP DRAWINGS FOR APPROVAL.

DESIGN WITH THE TANK MANUFACTURER AND

PACKAGE. CONTRACTOR SHALL COORDINATE

MANUFACTURER AS PART OF THE TANK

TO BE DESIGNED AND SUPPLIED BY THE TANK

CATWALK RAILING

(REFER TO I&C PLANS FOR TANK OVERFILL ALARM)

P-#604

P-#603

LCP-#603

TANK FILLING SYSTEM ENCLOSURE

DRAWINGS FOR APPROVAL.

MANUFACTURER AND PROVIDE SHOP

COORDINATE DESIGN WITH THE TANK

TANK PACKAGE. CONTRACTOR SHALL

TANK MANUFACTURER AS PART OF THE

TO BE DESIGNED AND SUPPLIED BY THE

CATWALK ACCESS STAIRS

PROVIDE SHOP DRAWINGS FOR APPROVAL.

WITH THE TANK MANUFACTURER AND

CONTRACTOR SHALL COORDINATE DESIGN

SUPPLIED BY THE CONTRACTOR.

SUPPORT BEAM (TYP) TO BE DESIGNED AND

PROVIDE SHOP DRAWINGS FOR APPROVAL.

DESIGN WITH THE TANK MANUFACTURER AND

PACKAGE. CONTRACTOR SHALL COORDINATE

MANUFACTURER AS PART OF THE TANK

TO BE DESIGNED AND SUPPLIED BY THE TANK

PIPING BEAM SUPPORT (TYP)

(REFER TO I&C PLANS FOR TANK OFFLOAD STOP E-STOP BUTTONS)

P-#602

P-#601

LCP-#601

TANK OFFLOADING ENCLOSURE

FROM ELECTRICAL ENCLOSURES

MOUNTED TO POST MIN 36" AWAY

EMERGENCY EYE WASH STATION

FROM ELECTRICAL ENCLOSURES

MOUNTED TO COLUMN MIN 36" AWAY

EMERGENCY EYE WASH STATION

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License No. 33792

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NIGNE LANOIS

SEF

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P

RONALD B. LAURENCE, JR

FO

A

NAISI

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License No. 33792

R E

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NIGNE LANOIS

SEF

O R

RONALD B. LAURENCE, JR

B

C

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New Orleans District of Engineers

US Army Corps

U .S

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0M-301

FF EL -8.58'

8'0 4' 16'0M-102

H1

FF EL 22.83'

FF EL 6.0'

FF EL -18.0'

M P S

T A

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C O

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18" V (CS02)

SYSTEM (TYP OF 3)

VACUUM BREAKER

PUMP DISCHARGE

T

A Y

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C S

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Y O

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(TYP)

PIPE SUPPORT

(TYP OF 3)

CONDUIT (BEYOND)

PUMP DISCHARGE

(TYP OF 3)

667 CFS PUMP

(TYP)

PIPE SUPPORT

3" PA (CS07)

1" PA (CS07)

BREAKER VALVES

TO VACUUM

7 9 11108

SUPPORT (TYP)

TRAPEZE PIPE

SUPPORT

PIPE

INV EL 14.38

INV EL 13.13

P-2110 P-2120 P-2130

GENERAL NOTES

(TYP OF 3)

COLUMN

316 SST PUMP

316 SST PUMP BOWL

SEE STRUCTURAL

SUCTION INTAKE,

FORMED CONCRETE

FOR PUMP JACKING

316 SST COLUMN FLANGE

SOLE PLATE (TYP)

BASE PLATE AND

316 SST PUMP

PUMP DRIVE SUPPORT

COATED CARBON STEEL

PRELIMINARY

THE BASIS FOR THE ISSUANCE OF A PERMIT

NOT FOR CONSTRUCTION BIDDING, OR AS

FOR REVIEW ONLY

US ARMY CORPS OF ENGINEERS

06/20/2024DATE:

LICENSE: #0048629

ENGINEER: TIMUR AYVAZ

CROSSING FOR EACH PIPE

CONNECTOR AT BUILDING

BRAIDED FLEXIBLE METAL

1" PA (CS07)

TO AIR TOOL OUTLETS

(TYP OF 3)

SYSTEM

LUBRICATION

PUMP GREASE

EQUIPMENT IDENTIFICATION NUMBERS.

RESERVE RELIEF PUMP STATION. SEE P&ID FOR I-55 PUMP STATION

EQUIPMENT IDENTIFICATION NUMBERS SHOWN ON THIS SHEET ARE FOR2.

ELECTRICAL BUILDING DESIGN FOR RESERVE RELIEF AND I-55.

TYPICAL PUMP STATION BUILDING, INTAKE STRUCTURE AND MECHANICAL1.

RAG-2110

(TYP/3)

ANGLE GEAR

PUMP RIGHT

RAG-2210 RAG-2310

1" WLO (CS09) 1" WLO (CS09) 1" WLO (CS09)

0M-501

L1

0M-504

F1

0M-501

A11

SECTION

CRANE RAIL

25-TON BRIDGE CRANE

APPROX 91'-4", SEE STRUCTURAL

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License No. 48629

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New Orleans District of Engineers

US Army Corps

U .S

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0M-3028'0 4' 16'0M-102

G1

CL EL 41.50'

(TYP OF 3)

M P S

T A

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N

S E

C T

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N I I

20" EE (SS02)

3" PA (CS07)

T

A Y

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C S

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O N

D S

U D

IB

Y O

P

U D

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FF EL -8.58'

FF EL 6.0'

FF EL -18.0'

(TYP OF 3)

W/ 3" INSULATION

STORAGE TANK

1000 GAL LUBE OIL

LUBE OIL TANK

1000 GAL WASTE

(TYP)

SHROUD

RADIATOR

(TYP OF 3)

AND RADIATOR

PUMP DIESEL ENGINE

(TYP)

SUPPORT

SILENCER

1" FOS (SS02)

(TYP) (TYP)

OUTLET

AIR TOOL

OUTLET

AIR TOOL

OUTLET

AIR TOOL

2" LO (CS09)

2" WLO (CS09)1" LO (CS09)

1" WLO (CS09)

1" LO (CS09) (TYP)

2" LO (CS09)

2" WLO (CS09)

1" FOR (SS02) 1 1/2" PA (CS07)

EQUIPMENT STORAGE AREA

SPARE PARTS AND OTHER

DEWATERING PUMPS,

2" PA (CS07)

2" PA (CS07)

911 7810

E-2310 E-2210 E-2110

SUPPORT

PIPE

SUPPORT

PIPE

(TYP)

OIL TANK SUPPORT

1" LO (CS09)

(TYP)

(TYP)

FLANGED CONNECTION

TNK-2675 TNK-2665

(TYP)

PIPE SUPPORT

LUBE OIL PUMP

P-2665

SUPPORT (TYP)

TRAPEZE PIPE

OUTLET

AIR TOOL

OIL TANK (TYP)

60 GAL MAKE-UP

EXTRACTION STATION

LUBE OIL FILL AND

PIPE GUIDES

FLEXIBLE HOSE

HOSE (TYP)

FLEXIBLE

2" FOS (SS08)

2" FOR (SS08)

8'0 4' 16'

0M-305

H16

(TYP)

PIPE SUPPORT

2" FOS (SS08)

TNK-2640

(TYP)

SUPPORT

PIPE

2" FOS (SS08)

FF EL 22.83' FF EL 22.83'

FF EL 6.0'

2 1/2" OFDT (SS09)

2" FOS (SS08)

2" FOS (SS08)

GENERAL NOTES

PRELIMINARY

THE BASIS FOR THE ISSUANCE OF A PERMIT

NOT FOR CONSTRUCTION BIDDING, OR AS

FOR REVIEW ONLY

US ARMY CORPS OF ENGINEERS

06/20/2024DATE:

LICENSE: #0048629

ENGINEER: TIMUR AYVAZ

C O

M M

O N

1" PA (CS07)

1" PA (CS07)

PIPING DETAILS

SEE OM-550 FOR

PIPE GUIDES

(TYP)

3" PA (CS07) 1 1/2" PA (CS07)

2 1/2" LOF (CS09) 2 1/2" LOF (CS09)

2 1/2" LOF (CS09)

2 1/2" LOF (CS09)

EQUIPMENT IDENTIFICATION NUMBERS.

RESERVE RELIEF PUMP STATION. SEE P&ID FOR I-55 PUMP STATION

EQUIPMENT IDENTIFICATION NUMBERS SHOWN ON THIS SHEET ARE FOR2.

ELECTRICAL BUILDING DESIGN FOR RESERVE RELIEF AND I-55.

TYPICAL PUMP STATION BUILDING, INTAKE STRUCTURE AND MECHANICAL1.

TNK-2639

OVERFLOW TANK

500 GAL FUEL

DAY TANK

2000 GAL FUEL

3M-130

SEE SHT 2M-130 AND

FOR CONTINUATON

1" WLO (CS09)

(TYP)

0M-510

H2

0M-510

J11

0M-501

L1

0M-504

F1

0M-503

F12

0M-503

F12

0M-501

L6

2M-302

D17

OM-501

L1

OM-550

C12

CRANE RAIL

25-TON BRIDGE CRANE

SEE STRUCTURAL

INTAKE (TYP OF 3)

FORMED SUCTION

D17

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TIMUR AYVAZ

License No. 48629

R E

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NIGNE LANOIS

SEF

O R

P

FO

A

NAISI

UO

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TIMUR AYVAZ

License No. 48629

R E

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SEF

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New Orleans District of Engineers

US Army Corps

U .S

A R

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P S O

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D R

A S S

T S

T E

N E

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A N

S L

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0M-303

FF EL -8.58'

8'0 4' 16'

CL EL 41.50'

FF EL 8.0'

FF EL 22.83'

FF EL 6.0'

FF EL -18.0'

EL 16.2'

CL EL 28.50'

M P S

T A

T

IO

N

INV EL 9.7'

S E

C T

IO

N I

II

18" V (CS02)

SYSTEM

VACUUM BREAKER

PUMP DISCHARGE

20" EE (SS02)

W/ 3" INSULATION

HWL 1.50'

LWL -1.50'

LWL 0.00'

EL 18.7'

0M-102

P10

FLOOD SIDE

T

A Y

V A

Z

C S

E N

O N

D S

U D

IB

Y O

P

U D

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1" PA (CS07)

2" FOS (SS08)

2" FOR (SS08)

DAY TANK

2000 GAL FUEL

1 1/2" PA (CS07)

1" FOS (SS02)

SILENCER

ENGINE EXHAUST

LAND SIDE

1" WLO (CS09)

1" LO (CS09)

2" LO (CS09) 2" WLO (CS09)

PIPE SUPPORT

(TYP)

SEE STRUCTURAL

VORTEX BARS,

1" FOR (SS02)

2" WLO (CS09)

3" PA (CS07)

1" FOR (SS08)

RAMP

PIPE

2" VT (SS02)

Q

K

R

E

2" VT (SS02)

M

IN

(TYP)

PIPE SUPPORT

SCR-2241

SEE DRAWING 0M-420

TRASH SCREEN

OIL TANK

WASTE LUBE

1000 GAL HANGER (TYP)

TRAPEZE PIPE

(TYP)

PIPE SUPPORT

E-2210

TNK-2675

PIPE SUPPORT

SEE STRUCTURAL

OUTLET CONDUIT,

P-2120

TNK-2645

TANK CL EL 27.08

1" BALL VALVE

SIZE AS REQ'D

CONNECTION,

FLEXIBLE

ACTUATOR

PNEUMATIC

COUPLING (TYP)

FLEXIBLE EXPANSION

SHROUD SUPPORTS

I-55

CONFIDENCE)

(100-YR 90%

SWL EL 13.70'

SEE STRUCTURAL

FORMED CONCRETE SUCTION INTAKE,

CONCRETE

CIP

2 1/2" OFDT (SS09)

GENERAL NOTES

PUMP BOTTOM CONNECTION

SEE STRUCTURAL FOR

COATED CS

FLANGE CONNECTION

SEE STRUCTURAL

DISCHARGE CONDUIT,

316 SST PUMP

SEE STRUCTURAL

316 SST WALL PIPE,

JOINT

316 SST EXPANSION

316 SST

MANUFACTURER

SUCTION PER PUMP

316 SST FORMED INTAKE316 SST

PUMP DRIVE SUPPORT

COATED CARBON STEEL

HEAD

DISCHARGE

316 SST PUMP

FOR PUMP JACKING

316 SST COLUMN FLANGE

PRELIMINARY

THE BASIS FOR THE ISSUANCE OF A PERMIT

NOT FOR CONSTRUCTION BIDDING, OR AS

FOR REVIEW ONLY

US ARMY CORPS OF ENGINEERS

06/20/2024DATE:

LICENSE: #0048629

ENGINEER: TIMUR AYVAZ

C O

M M

O N

SOLE PLATE

BASE PLATE AND

316 SST PUMP

COATED CS

316 SST

1" PA (CS07)

SEE NOTE 2

SEE NOTE 2

CRANE

PORTABLE DAVIT

SUMP

REQUIREMENTS

SECTION 35 45 01 FOR

SEE SPECIFICATION

JOINT, FLANGED,

FLEXIBLE EXPANSION

RECTANGULAR

RESERVE RELIEF

CONFIDENCE)

(100-YR 90%

SWL EL 12.20'

2 1/2" LOF (CS09)

SEE NOTE 5

THE PUMP DIESEL ENGINE REQUIREMENTS.

CONTRACTOR TO FIELD VERIFY FUEL TANK ELEVATION ACCORDING TO5.

EQUIPMENT IDENTIFICATION NUMBERS.

RESERVE RELIEF PUMP STATION. SEE P&ID FOR I-55 PUMP STATION

EQUIPMENT IDENTIFICATION NUMBERS SHOWN ON THIS SHEET ARE FOR4.

PUMP OPERATING LEVEL RANGE.

WATER ELEVATIONS SHOWN ON THIS DRAWING ARE INDICATING THE3.

RECOMMENDATIONS.

PROPER INSTALLATION ALIGNMENT PER THE EQUIPMENT MANUFACTURER

AND RADIATOR SKID, PUMP AND RIGHT ANGLE GEAR DRIVE TO ACHIEVE

SUPPORT DIMENSIONS AND ELEVATIONS WITH THE FURNISHED ENGINE

CONTRACTOR TO COORDINATE THE CONCRETE EQUIPMENT BASE AND2.

ELECTRICAL BUILDING DESIGN FOR RESERVE RELIEF AND I-55.

TYPICAL PUMP STATION BUILDING, INTAKE STRUCTURE AND MECHANICAL1.

RAG-2110

0M-504

F6

0M-504

F1

0M-501

L1

0M-510

H2

0M-503

L1

0M-504

A6

0M-503

A1

0M-501

A11

INTAKE STRUCTURE

SHROUD

RADIATOR EXHAUST

A2

AND RADIATOR

PUMP DIESEL ENGINE

ANGLE GEAR

PUMP RIGHT

667 CFS PUMP

STOP LOGS

M

IN

H

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K H

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16'-6"3'-0"7'-6"

3'-0"

4'-6"

25-TON BRIDGE CRANE

APPROX 62'-7 3/8 ", SEE STRUCTURAL

316 SST PUMP BOWL

COLUMN

316 SST PUMP

SEE STRUCTURAL

SILENCER SUPPORT,

R E

A D

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O R A

D V

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T

IS

E M

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T O

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NAISI

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TIMUR AYVAZ

License No. 48629

R E

E

NIGNE LANOIS

SEF

O R

P

FO

A

NAISI

UO

S

TA

TE

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TIMUR AYVAZ

License No. 48629

R E

E

NIGNE LANOIS

SEF

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New Orleans District of Engineers

US Army Corps

U .S

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0M-304

FF EL -8.58'

8'0 4' 16'

FF EL -18.0'

FF EL 6.0'

FF EL 22.83'

M P S

T A

T

IO

N

S E

C T

IO

N I

V

0M-102

P4

FLOOD SIDE

T

A Y

V A

Z

C S

E N

O N

D S

U D

IB

Y O

P

U D

E

DAY TANK

2000 GAL FUEL

2" FOS (SS08)

2" FOR (SS08)

LAND SIDE

PIPE SUPPORT

3" PA (CS07)

2" PA (CS07)

2" VT (SS02)

RAMP

PIPE

1" PA (CS07)

BREAKER VALVES

TO VACUUM

GATE(S)

TO DRAINAGE

OUTLETS

TO AIR TOOL

PUMPS

TO DIESEL

2" LO (CS09)

2" WLO (CS09)

3" PA (CS07)

2" FOS (SS02)

2" FOR (SS02)

PIPE SUPPORT

R KQ

SCR-2141

SEE DRAWING 0M-420

TRASH SCREEN

ACCESS RAMP

HANGER

TRAPEZE PIPE

(TYP)

PIPE SUPPORT

(TYP)

PIPE SUPPORT

TNK-2639

TNK-2640

(TYP)

PIPE SUPPORT

TANK CL EL 27.08

M

IN

2 1/2" OFDT (SS09)

GENERAL NOTES

PRELIMINARY

THE BASIS FOR THE ISSUANCE OF A PERMIT

NOT FOR CONSTRUCTION BIDDING, OR AS

FOR REVIEW ONLY

US ARMY CORPS OF ENGINEERS

06/20/2024DATE:

LICENSE: #0048629

ENGINEER: TIMUR AYVAZ

C O

M M

O N

1" PA (CS07)

1" PA (CS07)

TO AIR TOOL OUTLETS

2 1/2" LOF (CS09)

EQUIPMENT IDENTIFICATION NUMBERS.

RESERVE RELIEF PUMP STATION. SEE P&ID FOR I-55 PUMP STATION

EQUIPMENT IDENTIFICATION NUMBERS SHOWN ON THIS SHEET ARE FOR2.

ELECTRICAL BUILDING DESIGN FOR RESERVE RELIEF AND I-55.

TYPICAL PUMP STATION BUILDING, INTAKE STRUCTURE AND MECHANICAL1.

OVERFLOW TANK

500 GAL FUEL

0M-503

L1

0M-501

L1

0M-501

L6

0M-504

F6

0M-501

L1

0M-504

F1

A2

25-TON BRIDGE CRANE

R E

A D

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T

IS

E M

E

T O

B E

R

FO

A

NAISI

UO

S

TA

TE

L

TIMUR AYVAZ

License No. 48629

R E

E

NIGNE LANOIS

SEF

O R

P

FO

A

NAISI

UO

S

TA

TE

L

TIMUR AYVAZ

License No. 48629

R E

E

NIGNE LANOIS

SEF

O

B

C

D

E

F

G

H

J

K

L

M

N

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SHEET ID

New Orleans District of Engineers

US Army Corps

U .S

A R

M Y C

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P S O

F E

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IN

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0M-305 8'0 4' 16'

FF EL 22.83'

FF EL -18.0'

CL EL 41.50'

(TYP OF 3)

0M-102

B1

M P S

T A

T

IO

N

S E

C T

IO

N V

1 1/2" SW (CS02)

2" PA (CS07)

T

A Y

V A

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C S

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O N

D S

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P

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(TYP OF 3)

DAY TANK

2000 GAL FUEL

2" FOR (SS08)

2" FOS (SS08)

(TYP)

PIPE SUPPORT

2" FOS (SS08)

(TYP)

PIPE SUPPORT

2" VT (SS02)

(TYP)

PIPE SUPPORT

(TYP OF 3)

20" EE (SS02)

LUBE OIL SYSTEMS)

BOX (LUBE OIL AND WASTE

SPILLCONTAINMENT

2" FOR (SS08)

FF EL 22.83'

(TYP OF 3)

SILENCER

ENGINE EXHAUST

(TYP OF 4)

TANK

OVERFLOW

500 GAL FUEL

2" FOR (SS08) 2" FOS (SS08)

FF EL 8.00'

GATE(S)

TO DRAINAGE

GATE(S)

TO DRAINAGE

CL EL 16.50

CL EL 15.00

9 117 8 10

TNK-2639

TNK-2640 TNK-2645 TNK-2650

CL EL 31.83

(TYP)

PIPE SUPPORT PIPE SUPPORT

2" FOS (SS08)

2" FOR (SS08)

CL EL 24.62

CL EL 25.12

(TYP)

PIPE SUPPORT

TANK CL EL 27.08

2" FOR (SS08)

SEE STRUCTURAL

INTAKE (TYP OF 3)

FORMED CONCRETE SUCTION

2 1/2" OFDT (SS09)

2 1/2" OFDT (SS09)

GENERATORS

TO STANDBY

GENERAL NOTES

PRELIMINARY

THE BASIS FOR THE ISSUANCE OF A PERMIT

NOT FOR CONSTRUCTION BIDDING, OR AS

FOR REVIEW ONLY

US ARMY CORPS OF ENGINEERS

06/20/2024DATE:

LICENSE: #0048629

ENGINEER: TIMUR AYVAZ

C O

M M

O N

(TYP OF 3)

SEE STRUCTURAL

SILENCER SUPPORT,

PIPING DETAILS

SEE OM-550 FOR

PIPE GUIDES

SEE 0M-550 FOR DETAILS (TYP)

PIPE BENDING, 30" LONG MIN,

EQUIPMENT IDENTIFICATION NUMBERS.

RESERVE RELIEF PUMP STATION. SEE P&ID FOR I-55 PUMP STATION

EQUIPMENT IDENTIFICATION NUMBERS SHOWN ON THIS SHEET ARE FOR2.

ELECTRICAL BUILDING DESIGN FOR RESERVE RELIEF AND I-55.

TYPICAL PUMP STATION BUILDING, INTAKE STRUCTURE AND MECHANICAL1.

0M-501

L6

0M-504

F6

0M-501

L1

0M-501

L1

0M-501

L6

0M-503

L1

0M-302

D17

A2

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E M

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T O

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TIMUR AYVAZ

License No. 48629

R E

E

NIGNE LANOIS

SEF

O R

P

FO

A

NAISI

UO

S

TA

TE

L

TIMUR AYVAZ

License No. 48629

R E

E

NIGNE LANOIS

SEF

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D

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F

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J

K

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New Orleans District of Engineers

US Army Corps

U .S

A R

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F E

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IN

E E

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W O

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A N

S

OM-330

G2

OM-330

G3

OM-330

F7

OM-330

G6

OM-330

F6

EL. 15.92'

AST ELEVATION

EL. 28.32

PIPING ELEVATION

PRELIMINARY

THE BASIS FOR THE ISSUANCE OF A PERMIT

NOT FOR CONSTRUCTION BIDDING, OR AS

FOR REVIEW ONLY

US ARMY CORPS OF ENGINEERS

06/20/2024

RONALD B. LAURENCE, JR., PE

DATE:

LICENSE: #0033792

ENGINEER:

EL. 25.77'

PIPING ELEVATION

EL. 29.06

PIPING ELEVATION

EL. 25.77'

PIPING ELEVATION

EL. 15.92'

AST ELEVATION

EL. 28.32

PIPING ELEVATION

EL. 25.77'

PIPING ELEVATION

EL. 15.92'

AST ELEVATION

EL. 28.32

PIPING ELEVATION

EL. 25.77'

PIPING ELEVATION

EL. 15.92'

AST ELEVATION

EL. 28.32

PIPING ELEVATION

EL. 15.92'

AST ELEVATION

EL. 25.23'

PIPING ELEVATION

EL. 25.23'

PIPING ELEVATION

EL. 25.23'

PIPING ELEVATION

EL. 25.23'

PIPING ELEVATION

R .B L

A U

R E

N C

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PLAN

I-55

TRUE

N

NORTH

PLAN

RESERVE RELIEF

K15

OM-330

M14

OM-330

F15

OM-330

F14

OM-330

A3

OM-330

A3

OM-330

B8

OM-330

B8

OM-330

B15

OM-330

B14

OM-330

H11

OM-331

H11

OM-331

C11

OM-331

C11

OM-331

H2

OM-331

H2

OM-331

A9

OM-533

K9

OM-533

B2

OM-533

J15

OM-533

A9

OM-533

A9

OM-533

B15

OM-533

B15

OM-533

K9

OM-533

J15

OM-533

B2

OM-533

F1

SCALE: NTS

PIPING SECTION PLAN

K15

SCALE: NTS

MAINTENANCE SYSTEM RETURN PIPING

F15

SCALE: NTS

BULK AST OFFLOAD SUCTION PIPING

B15

SCALE: NTS

MAINTENANCE SYSTEM SUCTION PIPING

A3

SCALE: NTS

BULK AST FILL PIPING

B8

SCALE: NTS

DAY TANK OVERFLOW PIPING

DRAWINGS FOR APPROVAL.

AND PROVIDE SHOP

THE TANK MANUFACTURER

COORDINATE DESIGN WITH

CONTRACTOR SHALL

THE TANK COST.

MANUFACTURER AS PART OF

SUPPLIED BY THE TANK

TO BE DESIGNED AND

CATWALK (TYP)

2"ø FOR SS02

MAINTENANCE RETURN PIPING

4"ø FOS SS02

BULK AST OFFLOAD SUCTION PIPING

2"ø FOS SS02

MAINTENANCE SUCTION PIPING

PIPING SUPPORT BEAM (BY CONTRACTOR)

3"ø FOS SS02

BULK AST FILL PIPING

2"ø OF-TF SS02

DAY TANK OVERFLOW PIPING

2"ø FOR SS02

MAINTENANCE RETURN PIPING

4"ø FOS SS02

BULK AST OFFLOAD SUCTION PIPING

4"ø OF-TF SS02

BULK AST OVERFLOW PIPING

2"ø FOR SS02

MAINTENANCE SUCTION PIPING

3"ø FOS SS02

BULK AST FILL PIPING

2"ø OF-TF SS02

DAY TANK OVERFLOW PIPING

3"ø FOS SS02

DAY TANK SUPPLY SUCTION PIPING

3"ø FOS SS02

DAY TANK SUPPLY SUCTION PIPING

2"ø OF-TF SS02

DAY TANK OVERFLOW PIPING

2"ø OF-DT SS08

UG DAY TANK OVERFLOW PIPING

2"ø FOS SS02

DAY TANK SUPPLY DISCHARGE PIPING

2"ø FOS SS02

DAY TANK SUPPLY DISCHARGE PIPING

2"ø FOS SS08

UG DAY TANK SUPPLY DISCHARGE PIPING

2"ø FOS SS08

UG DAY TANK SUPPLY DISCHARGE PIPING

PROVIDE SHOP DRAWINGS FOR APPROVAL.

DESIGN WITH THE TANK MANUFACTURER AND

CONTRACTOR. CONTRACTOR SHALL COORDINATE

TO BE DESIGNED AND SUPPLIED BY THE

SUPPORT BEAM (TYP)

LADDER

ACCESS

(BY TANK MFR)

PIPING SUPPORT (TYP)

ACCESS LADDER

PROVIDE SHOP DRAWINGS FOR APPROVAL.

DESIGN WITH THE TANK MANUFACTURER AND

CONTRACTOR. CONTRACTOR SHALL COORDINATE

TO BE DESIGNED AND SUPPLIED BY THE

SUPPORT BEAM (TYP)

DRAWINGS FOR APPROVAL.

AND PROVIDE SHOP

THE TANK MANUFACTURER

COORDINATE DESIGN WITH

CONTRACTOR SHALL

THE TANK PACKAGE.

MANUFACTURER AS PART OF

SUPPLIED BY THE TANK

TO BE DESIGNED AND

CATWALK RAILING (TYP)

DRAWINGS FOR APPROVAL.

TANK MANUFACTURER AND PROVIDE SHOP

CONTRACTOR SHALL COORDINATE DESIGN WITH THE

MANUFACTURER AS PART OF THE TANK PACKAGE.

TO BE DESIGNED AND SUPPLIED BY THE TANK

CATWALK

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License No. 33792

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NIGNE LANOIS

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RONALD B. LAURENCE, JR

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License No. 33792

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NIGNE LANOIS

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New Orleans District of Engineers

US Army Corps

U .S

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SCALE: NTS

BULK FUEL FARM EQUIPMENT PIPING

H11

SCALE: NTSOM-330

E7 BULK FUEL FARM EQUIPMENT PIPING

C11

SCALE: NTSOM-330

F7 DAY TANK SUPPLY SUCTION PIPING

OM-330

H12

LCP-#620

FUEL MAINTENANCE\TRANSFER SYSTEM

DRAWINGS FOR APPROVAL.

TANK MANUFACTURER AND PROVIDE SHOP

CONTRACTOR SHALL COORDINATE DESIGN WITH THE

MANUFACTURER AS PART OF THE TANK COST.

TO BE DESIGNED AND SUPPLIED BY THE TANK

CATWALK

PRELIMINARY

THE BASIS FOR THE ISSUANCE OF A PERMIT

NOT FOR CONSTRUCTION BIDDING, OR AS

FOR REVIEW ONLY

US ARMY CORPS OF ENGINEERS

06/20/2024

RONALD B. LAURENCE, JR., PE

DATE:

LICENSE: #0033792

ENGINEER:

TANK FILLING SYSTEM ENCLOSURE; LCP-#603; P-#603; P-#604

TANK OFFLOADING ENCLOSURE; LCP-#601; P-#601; P-#602

(REFER TO STRUCTURAL PLAN H448294-TF-0-S-131)

PLATFORM ACCESS STAIRS

(REFER TO STRUCTURAL PLAN H448294-TF-0-S-131)

PLATFORM

DAY TANK SUPPLY PUMPS - #627 & # 624

2"ø OF-TF SS02

DAY TANK OVERFLOW PIPING

2"ø FOS SS02

DAY TANK SUPPLY DISCHARGE PIPING

MOTORIZED BALL VALVE (TYP)

(REFER TO STRUCTURAL PLAN H448294-TF-0-S-131)

PLATFORM ACCESS STAIRS

(REFER TO STRUCTURAL PLAN H448294-TF-0-S-131)

PLATFORM

DAY TANK SUPPLY PUMP (TYP)

PIPING TRANSITION SUMP

TANK OFFLOADING ENCLOSURE; LCP-#601; P-#601; P-#602

METER

(REFER TO STRUCTURAL PLAN H448294-TF-0-S-130)

CONCRETE PAD

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EL. 15.92'

T.O GRATING\B.O.TANK

EL. 4.0'

GRADE

ELECTRICAL ENCLOSURE

APPROVAL.

AND PROVIDE SHOP DRAWINGS FOR

DESIGN WITH THE TANK MANUFACTURER

COST. CONTRACTOR SHALL COORDINATE

MANUFACTURER AS PART OF THE TANK

TO BE DESIGNED AND SUPPLIED BY THE TANK

CATWALK RAILING

LCP-#603; P-#603; P-#604

TANK FILLING SYSTEM ENCLOSURE;

2"ø FOR SS02

MAINTENANCE SUCTION PIPING

2"ø FOR SS02

MAINTENANCE RETURN PIPING

3"ø FOS SS02

BULK AST FILL PIPING

2"ø FOS SS02

DISCHARGE PIPING

DAY TANK SUPPLY

3"ø FOS SS02

DAY TANK SUPPLY SUCTION PIPING

3"ø FOS SS02

DAY TANK SUPPLY SUCTION PIPING

3"ø FOS SS02

DAY TANK SUPPLY SUCTION PIPING

LCP-#62…