uhde-ug piping.pdf

TRAINING MANUAL- PIPING

PIPING STUDYUNDERGROUND PIPING

Uhde India Limited

DOC No. : 29040-PI-UPS-1010

Rev. : R0

Page : 1

CONTENTS

Page

0.0 Cover Sheet 1

List of illustrations 2

1.0 General 3

2.0 Types of underground system 3 - 5

3.0 Key words 5 - 6

4.0 Piping Arrangement - Underground 6 - 7

Applicable Revision:Prepared:

Date:

Checked:

Date:

Approved:

Date:First Edition: R0Prepared: AKB

Date:

Checked: TNG

Date:

Approved: RUD

Date:File Name: Server: PUNE: KUMUS 207 VKO: KUMUS 209



Uhde India Limited

DOC No. : 29040-PI-UPS-1010

Rev. : R0

Page : 2

LIST OF ILLUSTRATIONS

SR.NO. DWG.NO. DESCRIPTION1 UGP1 PROCESS COOLING WATER AND POTABLE WATER

SYSTEM2 UGP2 COOLING WATER CROSSOVER PIPING

3 UGP3 COOLING WATER TO EXCHANGERS

4 UGP4 COOLING WATER TO PUMPS

5 UGP5 EMERGENCY EYEWASH AND SAFETY SHOWER

6 UGP6 TRENCH PIPING

7 UGP7 HYDRANT AND MONITOR INSTALLATIONS

8 UGP8 TYPICAL GRADE-MOUNTED FIRE MONITOR

9 UGP9 CATCH BASIN

10 UGP10 TYPICAL SEWER BOX or MANHOLE

11 UGP11 DYKED AREA DRAIN

12 UGP12 LIFT STATION

13 UGP13 INDICATIVE PFD FOR OILY WASTE SEWER &CONTAMINATEDRAIN WATER SEWER & PROCESS LINE

14 UGP14 INDICATIVE PFD FOR OWS , CRWS ( NOTES FOR DWG. NO.UGP13 )

15 UGP15 G.A.FOR UNDERGROUND PIPING (DETAILS)

16 UGP16 G.A.FOR UNDERGROUND PIPING (NOTES FOR DWG. NO.UGP15)

17 UGP17 PLOT SUBDEVIDED INTO DRAINAGE AREAS

18 UGP18 OILY WATER AND STORM WATER SYSTEM

19 UGP19 PROCESS DRAINS : CLOSED SYSTEM

20 UGP20 PLAN FOR A CLOSED DRAIN SYSTEM

21 UGP21 CLOSED DRAIN SYSTEM : CROSS SECTION

22 UGP22 CLOSED DRAIN SYSTEM : SUMP

23 UGP23 UNDERGROUND CABLE DUCT



Uhde India Limited

DOC No. : 29040-PI-UPS-1010

Rev. : R0

Page : 3

1.0 GENERAL1.1 The piping system is taken underground generally for the utility services like cooling water

supply to various units and cooling water return to cooling tower for line sizes normally18 inch NB and above, other water services with big pipeline sizes, big oil supply lines andvarious sewer systems in the process units of the chemical, petrochemical and refinerytype of plants. The term "underground" applies to the piping - both buried or in trenches.The underground system consist of gravity flow drainage system carrying process waste,spillage, reclaimable hydrocarbons, sanitary and storm water, firewater and drinking watersystem.

1.2 Good engineering practice, local code / regulations, specific client requirements shallgovern the design of the underground piping system in the plant.

1.3 The following are the common underground services in a chemical / petrochemical /refinery plants.

- Cooling water (line size normally 18" NB)

- Fire Water

- Contaminated Rain Water Sewer from process catchment area.(CRWS)

- Oily Water Sewer (OWS)

- Liquid Effluent to the Effluent Treatment Plant.

- Closed Blow Down system (CBD)

- Sanitary system

- Storm Water

- Equipment drainage to slop tank

- Electrical cables

- Instrument cables

2.0 TYPES OF UNDERGROUND SYSTEMVarious underground systems can be described in the following way both for Utility system andsewer system.

2.1 Cooling Water System (CWS & CWR)

This is generally a buried system with protective wrapping and coating or with cathodicprotection or both.

Any valve for isolation of a part of the cooling water system shall be enclosed in a valve pit.

The normal compacted earth cover shall be 1200 mm over the top of the pipeline. Theearth cover over pipe (back-fill) shall be compacted to at least 95% Proctor compactionIndex to protect the pipe from aboveground loadings as per ASTM D-698.

2.2 Oily Water Sewer (OWS)

This system collects waste, drips and leaks from equipment and piping in areas thatcontain process equipment in non corrosive services. The layout engineer should consultthe process engineer to fully identify all such equipment and provide a drain hub at eachitem.

The piping engineer should locate the oily water drain hubs using the above ground pipingstudies, setting each invert elevation and routing the line with relevant components /fittings.



Uhde India Limited

DOC No. : 29040-PI-UPS-1010

Rev. : R0

Page : 4

Oily water sewer shall collect oily waste / drain from pump, equipments through funnelpoints and shall run with separate headers and manholes in the units. The regular oilcontamination areas shall also be segregated and discharge from these areas shall becollected in catch basins to be joined in oily water sewer. Oily water sewer shall consist ofcarbon steel sewer, funnel points, clean outs, RCC catch basins, RCC manholes, ventpipes, flame arrestor etc.

2.3 Contaminated Rainwater Sewer (CRWS)

The areas which are contaminated due to floor wash drains etc. inside unit boundariesshall be demarcated. Contaminated areas collected in catch basin shall be drainedthrough CRWS while un-contaminated areas, normally at periphery of the units shall bedrained through ditches covered with grating.

CRWS shall consist of undergound carbon steel sewer with corrosion protection, funnelpoints, clean outs, RCC catch basins, RCC manholes, vent pipes, flame arrestor etc.

Open ditches of units should have a bypass either to the CRWS or to storm water, drainsof offsite.

This system collects surface drainage from areas containing hydrocarbon - bearingequipment. This water must pass through a treatment facility before being discharged intoan uncontaminated system or natural body of water e.g. river or a stream.

2.4 Closed Blow Down (CBD) sewer

This system picks up drains around boilers and steam drums and is run as a separatesystem preferrably to the battery limit.

The system shall be designed as per P&ID and the effluent collected from equipmentsthrough funnel points and underground piping system shall be connected to theunderground CBD drum.

2.5 Amine Blow Down (ABD) sewer

The amine blow down system (ABD) shall be designed as per P&ID.

The effluent shall be collected from equipments through above ground points into closefunnels connected to underground system. The main header shall be connected to theunderground Amine sump / drum.

2.6 Fire Water Sytem

This system consists of a fire hydrant network around a process unit or equipment, withbranches as required for hydrants or monitors to protect the unit in case of fire.

This is a close loop system starting from Firewater storage and pump to the specificlocation of hydrants and monitors. This is always kept under a predetermined workingpressure level.

2.7 Potable Water System

This water is used for drinking, emergency eye washes and safety shower facilities.

2.8 Sanitary Sewer System

Sanitary sewer system collects waste from all toilet facilities provided in various plants andnon-plant buildings and shall be discharged to WWTP (Waste Water Treatment Plant)

Acids, caustics, hydrocarbons, rainwater or other chemical waste shall not be dischargedto this system.

This system is routed to normally to a septic tank.



Uhde India Limited

DOC No. : 29040-PI-UPS-1010

Rev. : R0

Page : 5

2.9 Underground Electrical and Instrument ducts

In the beginning of a project, the decision to route the major electrical and instrumentconduits - above ground in the piperack or buried below grade shall be taken.

In case underground route is selected, electrical and instrument engineers shall beconsulted for the optimum layout of ducts by the plant layout engineer.

Where conduits enter the unit through a pull box and cables come above ground forrouting upto the terminal points, the space shall be kept free of piping, equipment orassociated maintenance access.

3.0 KEY WORDS3.1 Catch Basin

This device is used to collect surface drainage with an outlet liquid seal and sediment trap.

The sketch UGP9 illustrates a typical catch basin feature and UGP17 illustrates a typicallocation of catch basins.

The maximum area coverage of a catch basin is approx 150 sqm. ie. 12mx12m or15mx10m.

The area covered by a catch basin should be of square configuration, as far as possible.

The catch basin should be located in the middle of the area as far as possible.

Slope of pavement 1 in 100, e.g. HPP (Ridge of catch basin area = 100.00) and LPP (atcatch basin peripherial drain = 99.85)

No catch basins or manholes should be located within 15m radius of heaters.

No vent pipes should be located within 15m of the heaters.

Area drainage around heater areas shall be done by pavement sloping towards openditches. Each catch basin shall be connected to manhole and shall be provided with fireseal.

3.2 Sealed Manholes

Sealed manholes shall be provided at

a. Unit battery limit and

b. Junction of sewers and at change in size of main header.

These devices are provided so that the unit area is isolated from any fire in offsitearea/sewer.

Within the unit area, sealed manholes in main headers should be provided in suchlocations so that each sub-unit within the unit is isolated from the other areas. In case, thisdemarcation is difficult, one sealed manhole for every 30m length of main sewer in the unitshall be provided.

Sealed manhole with bent pipes seal type shall be used for carbon steel pipes upto size16" NB and for greater than dia 16" NB and for all diameters of RCC pipes doublecompartment type manholes should be used.

3.3 Invert elevation

This term, usually associated with any underground line, refers to the elevation of theinside bottom of the line. Because of the wide range of materials used in the undergroundpiping system / drainage system with varying wall thickness, it is the constant that is usedto set the elevation on construction drawings.

The starting invert level of CRWS shall be normally 750mm below HPP (High Point ofPaving)



Uhde India Limited

DOC No. : 29040-PI-UPS-1010

Rev. : R0

Page : 6

The invert level at outlet point of CRWS and OWS shall be normally 1500mm below FGL.

3.4 Cleanout

A cleanout is a piping connection in a sewer system that is located at grade level forinspections or for cleaning the system.

3.5 Vent Pipes

Vent pipes shall be located along piperack columns or building columns and should betaken 2m above the building parapet or last layer of pipes on a piperack.

3.6 Valve Pit / Maintenance pit for flanges and instruments.

When the underground system needs valves for isolation and instruments for control, thenormal practice is to enclose these valves and instruments in a RCC pit with cover. Thesevalves and instruments in a pit can be operated as well as maintenance work can be donewith ease.

4.0 PIPING ARRANGEMENT - UNDERGROUND4.1 The overall Plot Plan allocates the space for the major underground services in the

beginning of the project.

The cooling water supply from cooling water pump discharge to the various units as wellas the cooling water return from the various units to the top of cooling tower is routed in asimple, straight orientation at a suitable depth avoiding any major road crossings.

A typical cooling water and potable water system is illustrated in sketch UGP1.

Cooling water cross over piping is illustrated in sketch UGP2.

Cooling water lines to heat exchangers are typically illustrated in sketch UGP3.Cooling water lines to pumps for various cooling requirements is illustrated in sketchUGP4.

4.2 The potable water system supplies to various units and a branch is taken to theemergency eyewash and safety shower station as illustrated in sketch UGP5.

4.3 Fire water system protects each piece of equipment by providing water through hydrants,monitors or deluge spray systems.

Each process unit will have its own underground firewater piping loop system.

4.4 A typical hydrant and monitor installations are illustrated in sketch UGP7 and a typical fire-monitor is shown in sketch UGP8.

4.5 Normally, chemical process units will have multiple drain systems designed to collect allcorrosive or toxic chemical waste as well as surface drainage around the equipment.

Drain / sewer system in a plant can be categorised as :

- Uncontaminated storm water

- Contaminated storm water

- Oily water sewer

- Chemical and process sewer

- Sanitary sewer

- Blowdown system



Uhde India Limited

DOC No. : 29040-PI-UPS-1010

Rev. : R0

Page : 7

- Uncontaminated storm water system generally collects all service water from equipmentareas, access ways, roadways to equipment. This collection is done through area drains,catch basins, roof rain water downcomers.

- Contaminated storm water system collects surface drainage from areas containinghydrocarbon processing equipment. This system water must pass through a treatmentfacility before being discharged into an uncontaminated system or natural body of waterviz. river or a stream connected to a river.

- Oily water sewer system collects waste, drips, leaks from equipment and piping in noncorrosive process equipment area. The designer should identify all the specific drainpoints in consultation with the process engineer.

- Chemical and process sewer system recovers acid or chemical drains from equipment /piping as well as surface drainage by providing curbing and drain sump around suchequipment.

- Sketch UGP19 depicts a typical process drains - closed system.

- Sketch UGP21 illustrates a typical cross-section of a closed or chemical drain system.- Sanitary sewer system collects raw waste from lavatories and is either connected to the

municipal battery limit or routed to a septic tank.

- Blowdown system picks up drains around boilers amd steam drums and is run as aseparate system. It is permissible to connect the bowdown system to a sewer box in oilywater sewer system downstream of drainage from a furnace.

4.6 Trench Piping

Occasionally, drain piping or process piping should be run below grade but not buried.

Sketch UGP6 illustrates two insulated lines A and B running below grade to a drain tank.The top of the trench is covered with grating but could be covered with RCC slabdepending on the traffic load estimated in the area.

The width of trench should allow adequate clearance to valves and drains as required.

4.7 A typical catch basin is illustrated in sketch UGP9.

A typical sewer box or manhole is illustrated in sketch UGP10.

A typical Dyked area drain sump is illustrated in sketch UGP11.

A typical lift station by vertical pump is illustrated in sketch UGP12.4.8 A process area for the purpose underground drainage is subdivided into block areas with

high point ridge and low point catch basins / pits.

The low point catch pits are connected to manholes.

The manholes are interconnected by sloping piping and led to the battery limit valve pit andfinally discharged into the treatment pond.

Sketch UGP13-14, UGP15-16, UGP17 illustrates the details of the subdivision of theprocess area into blocks with explanatory notes.

Sketch UGP18 illustrates how to handle oily water and storm water system.

4.9 Closed drain system is illustrated by various sketch UGP19-20, UGP21, UGP22.4.10 The underground electrical and instrument cables passing under a road or paved area is

taken through ducts embeded in lean concrete. Sketch UGP23 shows a typicalarrangement of such underground cabling details.

DOC NO.

Rev.

PageUhde India Limited

TRAINING MANUAL - PIPING

PIPING STUDY

DWG. NO.

UNDERGROUND PIPING

: 29040-PI-UPS-1010

: R0

: 1 OF 1

: UGP1

PROCESS COOLING WATER AND POTABLE WATER SYSTEM

NORTH BATTERY LIMIT

SOUTH BATTERY LIMIT

WE

ST

BA

TT

ER

Y L

IMIT

EA

ST

BA

TT

ER

Y L

IMIT

HOT WATER RETURN (HW)

COLD WATER SUPPLY (CW)

C EL.98'-0L

C EL.97'-0L

C EL.98'-9"L CW

HW

C EL.98'-0L

HW

CW

11/2"POTABLE WATER C EL.(AS REQD.)

CWHW

EMERGENCY EYEWASH& SAFETY SHOWER

OILY WATER SEWER& STORM SYSTEMUGP-18

L

C EL.98'-0L

C EL.98'-0L

DOC NO.

Rev.



PIPING STUDY

DWG. NO.

UNDERGROUND PIPING

: 29040-PI-UPS-1010

: R0

: 1 OF 1

: UGP2

COOLING WATER CROSSOVER PIPING

PLAN

ELEVATION

45

45

PREFERED ELEVATION FOR LONG RUNS

ACCEPTABLE ELEVATION FOR SHORT RUNS

DOC NO.

Rev.



PIPING STUDY

DWG. NO.

UNDERGROUND PIPING

: 29040-PI-UPS-1010

: R0

: 1 OF 1

: UGP3

COOLING WATER TO EXCHANGERS

C EXCHANGERL

BEVEL END

C COOLING WATER SUPPLY (CWS)L

C COOLING WATER RETURN (CWR)L

ABOVE GROUNDPIPING

UNDERGROUNDPIPING

FACE OF FLANGE

FIN. GRADE EL.+100300

PIPINGUNDERGROUND

ABOVE GROUNDPIPING

ELEVATION

DOC NO.

Rev.



PIPING STUDY

DWG. NO.

UNDERGROUND PIPING

: 29040-PI-UPS-1010

: R0

: 1 OF 1

: UGP4

COOLING WATER TO PUMPS

ABOVE GROUND PIPINGUNDERGROUND PIPING

COOLING WATER SUPPLY (CWS)

COOLING WATER RETURN (CWR)

DOC NO.

Rev.



PIPING STUDY

DWG. NO.

UNDERGROUND PIPING

: 29040-PI-UPS-1010

: R0

: 1 OF 1

: UGP5

EMERGENCY EYEWASH AND SAFETY SHOWER

FRONT VIEWSIDE VIEW

PLAN

POTABLE WATER INLET

FOOT PEDAL

CLOSEDPOSITION

FROM UNDERGROUND11/2" POTABLE WATER

DRAIN

FOOT PEDAL

SHOWER HEAD

STAY OPENBALL VALVE(TYP.)

EYE WASH

DRAIN

OPEN

CLOSED

OPENPOSITION

ABOVEGRADEUNDER-GROUND

DOC NO.

Rev.



PIPING STUDY

DWG. NO.

UNDERGROUND PIPING

: 29040-PI-UPS-1010

: R0

: 1 OF 1

: UGP6

TRENCH PIPING

AS REQUIRED

LINE "B"EL. 100'-0"

SECTION "A-A"

GRATINGCOVER

CONCRETECOVER

15

INV.EL.97'-11"

SECTION "B-B"

(INV.=INVERT)

CONCRETECOVER

INV.EL.97'-11"

6"CI

C D

RA

INTA

NK

LA A

B B

LINE "B"LINE "A"

GRATINGCOVER

CATCHBASIN

INV.EL.97'-2"

INV.EL.97'8"

PLAN

DOC NO.

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PIPING STUDY

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UNDERGROUND PIPING

: 29040-PI-UPS-1010

: R0

: 1 OF 1

: UGP7

HYDRANT AND MONITOR INSTALLATIONS

NOZZLE

HANDLE

MONITOR

HYDRANT

GUARD POST

GRADE

GUARDPOSTSUPPORT(BY CIVILENGINEER)

C GUARD POSTL

45

3"/90

0

C H

YD

RA

NT

LM

ON

ITO

R

(TYP.) BLOCK

VALVE

GRAVELDRAINVALVE

9"/2

30

BUFFALOBOX

C FIRE HOSELCONNECTIONS

FIRE HOSECONNECTIONS

DOC NO.

Rev.



PIPING STUDY

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UNDERGROUND PIPING

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: R0

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: UGP8

TYPICAL GRADE-MOUNTED FIRE MONITOR

HANDLE

1800 SQUARE

DRAIN VALVE

1200

AB

OV

E G

RA

DE

ALTERNATE SUPPORT

C VALVEL

CONTRACTORVENDOR

600

NOZZLE

6"/1

50

GRADE

(4'-0

")

(6'-0")

(2'-0

")

DOC NO.

Rev.



PIPING STUDY

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UNDERGROUND PIPING

: 29040-PI-UPS-1010

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: UGP9

CATCH BASIN

INVERT ELEVATIONDRAIN LINE

GRAVEL or CRUSHEDSTONE

PAVED AREAUNPAVED AREA

EL. 99'-6"(MAX.)LOW POINT-FINISHED GRADE

CATCH BASIN

DOC NO.

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PIPING STUDY

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UNDERGROUND PIPING

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: UGP10

TYPICAL SEWER BOX OR MANHOLE

PAVED AREA

2"/600 4"/100

4" VENT TOATMOSPHERE(CARBON STEEL)

8"/200

UNPAVED AREA

TOP (BY CIVILENGINEER)

C OUTLETL

48" MINIMUM (1200)PRE-CAST CONCRETEPIPE

15"/

380

6"/1

50

FIELD CUT &

8"/200

INSIDE BOTTOMELEVATION

SUPPORT

DOC NO.

Rev.



PIPING STUDY

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UNDERGROUND PIPING

: 29040-PI-UPS-1010

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: 1 OF 1

: UGP11

DYKED AREA DRAIN

AA

DRAIN LINE

SUMP

STORAGE TANK

DYKE

PLAN

SECTION `A-A'

SUMP

VALVE USUALLYCLOSED

GRADE

DRAIN LINE

BUFFALO BOX

PLATFORM

EXTENSION STEM

INSIDE DYKE

SLO

PE

SLOPE

DOC NO.

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PIPING STUDY

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UNDERGROUND PIPING

: 29040-PI-UPS-1010

: R0

: 1 OF 1

: UGP12

LIFT STATION

VERTICAL PUMP

DISCHARGE LINE

WP C EL.97'-6"L

CAPACITY SIZED BYPROCESS ENGINEERS

INVERT EL.94'-2"

CAST IRON

1/8 BEND

LADDERRUNGS

ACCESSHATCH

CS PIPE

DOC NO.

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PIPING STUDY

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UNDERGROUND PIPING

: 29040-PI-UPS-1010

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: 1 OF 1

: UGP13

INDICATIVE PFD FOR OILY WASTE SEWER & CONTAMINATEDRAIN WATER SEWER & PROCESS LINE

NCCATCHMENTAREA 150SQ.M.(TYP.)

FLOWDIA.SLOPE

NOTE-6

NOTE-5

NOTE-4REFER

SEALED MANHOLE

NOTE-14REFER

HPP6.05

CATCHPIT

UNCONTAMINATED AREA

UNCONTAMINATED AREA

NOTE-6

CONTAMINATEDAREA

FUNNEL POINT(TYP.)

SCOPE

TOTAL FLOWVELOCITY

DIA.DWF

NOTE-6 & 16

MA

NH

OLE

(TYP.)

HOOK-UP WITH MANHOLESHALL BE CONTRACTORSRESPONSIBILITY(TYP.)

TWO WAY

STORM WATER DRAIN

VALVE PITHOG GRATING

TO STORMWATERDRAIN

FOR COLLECTION OFSURFACE DRAINAGE FROMUNCONTAMINATED AREAS

FGL5.75

NO

LEGENDS

DWF - DRY WEATHER FLOW

WWF - WET WEATHER FLOW

OWS - OIL WASTE SEWER

CRWS - CONTAMINATED RAIN WATER SEWER

HPP - HIGH PAVEMENT POINT

FGL - FINISHED GROUND LEVEL

NC - NORMALLY CLOSE

NO - NORMALLY OPEN

* FOR NOTES REFER DWG. NO. UGP14

SLOPEDIA.FLOW

DOC NO.

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PIPING STUDY

DWG. NO.

UNDERGROUND PIPING

: 29040-PI-UPS-1010

: R0

: 1 OF 1

: UGP14

INDICATIVE PFD FOR OILY WASTE SEWER & CONTAMINATEDRAIN WATER SEWER & PROCESS LINE

* FOR DETAILS REFER DWG. NO. UGP13

1. THE PFD IS FOR GUIDELINES AND REFERENCE ONLY.

THE PFD, DURING PREPARATION SHALL BE 2.SUPERIMPOSED ON THE EQUIPMENT PLOTPLAN.

CATCH PITS ARE PROVIDED TO COLLECT SURFACE DRAINAGE &FUNNEL POINTS ARE PROVIDED TO COLLECT PROCESS WASTE &

3.

OIL DRAIN FROM EQUIPMENT & PUMPS.

A. DRY WEATHER FLOW

PFD SHALL FURNISH THE FOLLOWING DATA AT EACH SEGMENTS OF CRWS4.

B. WET WEATHER FLOWC. DIA OF PIPED. SLOPEE. TOTAL FLOWF. VELOCITY

THE INVERT LEVELS OF THE PIPE MANHOLES SHALL BE LOCATED.5.

THE DATA SPECIFIED SHALL BE FURNISHED FOR ALL SEGMENTS.6.

PFD FOR WASTE COLLECTION SYSTEM SHALL BE FURNISHED7.SEPARATELY FOR ALL PROCESS UNITS.

DESIGN RAINFALL INTENSITY = 125MM/HR.8.

ALL FUNNEL POINTS SHALL BE AS PER PIPING GA / PROCESS P&ID.9.

SEALED MANHOLES SHALL BE PROVIDED AT FOLLOWING LOCATION.10.

a) AT UNIT BATTERY LIMIT.

b) AT JUNCTION OF SEWERS AND AT CHANGE IN SIZE OF MAIN HEADER,ADDITIONALLY ALTERNATE MANHOLES SHALL BE SEALED MANHOLES.

ALTHOUGH VENT PIPES NOT SHOWN HERE, HOWEVER ALL SEALED11.

CATCHPIT SHALL BE JOINED TO A MANHOLE .CONNECTING CATCHPIT TO CATCHPIT IS NOT ACCEPTABLE.

12.

MANHOLES SHALL HAVE VENT PIPES AS PER DESIGN BASIS.

NO CATCH PIT, MANHOLE, DRAIN FUNNELS ETC. SHALL BE PROVIDEDWITHIN 15.0M FROM HEATER, FURNACE, REACTOR ETC.

13.

PFD SHALL FURNISH THE FOLLOWING DATA AT EACH SEGMENTS OF OWS/CRWS14.

D. VELOCITYC. SLOPEB. DIA. OF PIPEA. PROCESS FLOW

STARTING INVERT LEVEL OF CRWS SHALL BE 750MM BELOW HPP.15.

INVERT LEVEL AT OUTLET POINT OF CRWS & OWS SHALL BE 1500MM BELOW FGL.16.

LEVELS FURNISHED ARE WITH RESPECT TO CHART DATUM.17.

NOTES :

UNDERGROUND PIPING

: 29040-PI-UPS-1010

: R0

: 1 OF 1

: UGP15

G.A.FOR UNDERGROUND PIPING

A. AREA AND UNIT NUMBER.

B. SHEET NUMBER TO CORRESPOND WITH THE

C. DRAWING NUMBERS SHALL BE INDICATED

MA

TC

H L

INE

S -

---

DR

G. K

2-A

1-51

05

OF 4-150 (NPS 6)

100 (NPS 4)

39 1

921

KC

-100

(NP

S 4

)

S=

CO

CLCO

100(NPS 4)

39 1

920

KC

-100

(NP

S 4

)S=

100(NPS 4)

100(NPS 4)

100(NPS 4) CL.39PC-103B

39PC-103A CL.

39DM-101CL.

CL.

15

HP.

39PC-104 CL.

K2 PS-104

MATCH LINE W ---- DRG. K2-A1-5101

21

HP.5

100 (NPS 4)

100 (NPS 4)

COCO

39 1

934

KC

-100

(NP

S 4

)

39 1

933

KC

-100

(NP

S 4

)

100 (NPS 4)

39PC-105BCL.

39PC-105A

CO100 (NPS 4)

APRON

53S=

S=DF3-150(NPS 6)

100 (NPS 4)

IL 100 (NPS 4)

COK2-CB-3-109 CL.W

K2 PS-119CL.

39 1903 KC-200 (NPS 8) IL

IL

100 (

NPS 4

)

100

(NPS 4

)

CL. 39PC-105

S=C

L.

CO

39 1

912

KC

-100

(NP

S 4

)S=

IL

39 1

932

KC

-100

(NP

S 4

)

S=

100 (NPS 4)

39DM-105

CL.

100

(NP

S 4

)

CO

5

HP

.

CL.

K2 PS-118CL.

HP.

CL. CL.

39ES 101 A&B

MA

TC

H L

INE

S -

---

DR

G. K

2-A

1-51

00

2

MATCH LINE W --------- DRG. K2-A1-5100

2

39FT-101B39FT-101A

HP FINISHED SURFACEEL.7

100 (NPS 4)

CO

100

(NP

S4)

100

(NP

S 4

)

100 (NPS 4)

CO

CO

39 1928 KC-100 (NPS 4)

S=

8

CO

(TYP)

CL.

IL

IL

S=1

5IL

10

K2 CB-3-107W=

1

39 1911 KC-200(NPS 8)S=

ELE

CT

RIC

AL

TR

EN

CH

CL.

PS

CO

LS

39 1

930

KC

-100

(NP

S 4

)

8

BOTTOM OF TRENCHEL.

LATERAL *LATERAL SUBLATERAL*

AND BRANCH ARE CALLEDOUT ON THIS DRG. FOREXAMPLE ONLY AND SHOULD NOT BE CALLED OUT ON UNDER GROUND

39 1

901

KC

-525

(NP

S 2

1)O

NLY

WA

TER

SE

WE

R

9

S=

39 1

901

KC

-525

(NP

S 2

1)S=

S=0

.017

ELE

CT

RIC

AL

TR

EN

CH

4

8

19

11

1

HP

39 1907 KC-200 (NPS 8)

SUBLATERAL*

S=ILW=K2-CB-3-106

CL.

IL

100 (NPS 4) CO

39-PC-101ACL.

39-PC-101BCL.

100 (NPS 4)

39 1917 KC-100 (NPS 4)

39 1

916

KC

-100

(NP

S 4

)

CO CO

S=C

L.

K2-PS-101CL.

OF 4-150 (NPS 6)

(TY

P)

19

BOTTOM OF TRENCHEL.

CL.

PS

CO

LS

CO100

(NPS

4)

39 1

918

KC

-100

(NP

S 4

)S=

K2-PS-102CL.

39 VL-101CL.

BRANCH*CO S=

100 (NPS 4)

CL.

CL. 39VL-102

IL

K2-CB-3-108

CL.W=

100 (NPS 4)

SLOPE

HP

HP

HP

39 1919 KC-100 (NPS 4)

CO

CL.

S=

39 1902 KC-200 (NPS 8)

SUBLATERAL*

KEY PLAN

K2-A1-5103

K2-A1-5104K2-A1-5101

K2-A1-5105 THIS DRAWING

1. FOR GENERAL NOTES LEGEND AND DETAILS SEE DRAWINGS STDD-00-A1-5003 &

NOTES:-

2. ALL CHANGES OF DIRECTION AND ELEVATION IN SEWER SYSTEMS SHALL BE MADE WITH 1/8

3. UNLESS NOTED OTHERWISE ALL DRAIN FUNNELS

4. UNLESS NOTED OTHERWISE ALL CLEANOUTS ARE CO-1.

SHOWN ARE DF-1ARE DF-2SHOWN

5. UNLESS NOTED OTHERWISE TOP OF ALL CATCH BASIN SHALL BE AT EL.6. UNLESS NOTED OTHERWISE EACH BRANCH RUN SHALL START AT AN INVERT LEVEL (IL) OF AT

8. JOINTS AND/OR WELDS ON UNDERGROUND PRESSURE SYSTEMS

9. FOR THE TESTING OF UNDERGROUND GRAVITY SEWER

10. ALL LINES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH

11. FOR PIPING MATERIAL OF LINES NOT ON ISOMETRIC REFER TO

13. UNLESS NOTED OTHERWISE ALL NPS 4 LINES SHALL SLOPE AT 0.016.

12. UNLESS NOTED OTHERWISE ALL DRAIN FUNNELS WILL BE

14. UNLESS NOTED OTHERWISE ALL NPS 6 LINES SHALL SLOPE AT 0.013.

STDD-00-A1-5004

(45) BENDS AND/OR 45 PLAIN JUNCTIONS EXCEPT AS NOTED OR SHOWN OTHERWISE ON PLAN OR DETAIL DRAWINGS.

7. UNLESS NOTED OTHERWISE ALL UNDERGROUND STEEL LINES WITH AN ABOVE GROUND CONTINUATION

THE UPPERMOST DRAIN FUNNEL WHERE THE SLOPE IS NOT INDICATED IN STALL THE LINE WITH AUNIFORM SLOPE BETWEEN SPECIFIED INVERT LEVELS (ELEVATIONS)

SHALL TERMINATE 300 ABOVE HIGH POINT OF FINISHED SURFACE

SHALL BE LEFT EXPOSED UNTIL THE LINE HAS BEEN HYDROSTATICALLY TESTED PER SP-50-9

SYSTEMS SEE SP-00-11.

THIS DRAWING ISOMETRIC DRAWINGS OF THE FOLLOWING LINESONLY HAVE BEEN PREPARED TO ASSIST IN INSTALLATION.

THE PIPING BILL OF MATERIAL OF THE APPLICABLE LINE NO.

LOCATED PER STANDARD DRG. STDD-00-A1-5003.

11

12

15

15

7

13

16

16

16

(TY

P) W=

CL.

S=

CO

* DIMENSIONS IN mm. UNLESS OTHERWISE STATED.

LAST TWO DIGITS OF THE DRAWING NUMBER

ON EACH INDIVIDUAL BILL OF MATERIAL.

PIPING DRAWINGS.

UNDERGROUND PIPING

: 29040-PI-UPS-1010

: R0

: 1 OF 1

: UGP16

PORTIONS OF FOUNDATIONS THAT ARE LOCATED BELOW GROUND SHALL

CONCRETE ELECTRICAL TRENCHES AND CONCRETE PIPE TRENCHES SHALL

LIMITS OF PAVED AREAS HIGH POINTS AND VALLEYS SHALL BE SHOWN IN

SHOW OUT LINE OF CONCRETE MANHOLES AND CATCH BASINS TO SCALE

HIGH POINT OF FINISHED SURFACE OR PAVING IS SHOWN IN A BLOCK AT

LINE NUMBERS ARE GIVEN FOR ALL PRINCIPLE HEADERS, SEWER MAINS,

SHOW SYSTEM NAME OR SERVICE IDENTIFICATION FOR EACH SYSTEM ON

SHOW SLOPE FOR MAINS, LATERALS, SUBLATERALS AND LONG BRANCH

IDENTIFY THE PREDOMINANT TYPES OF FITTINGS BY THE USE OF A NOTE

WHERE PIPING IS CONTINUED ABOVE GROUND NOTE THE METHOD OF THE

REFER TO TO THE APPROPRIATE SPECIFICATIONS FOR THE TESTING OF

NOTES APPLICABLE TO ALL OF THE UNDERGROUND PIPING PLANS OF AN

NOMINAL SIZES FOR STEEL PIPE AND FITTINGS SHALL BE GIVEN IN INCHES

PIPING BILLS OF MATERIAL WILL ACCOMPANY EACH INDIVIDUAL PIPING PLAN

SUFFICIENT DETAIL TO GIVE ASSURANCE THAT DRAINAGE PATTERN AGREES

THE LOWER RIGHT HAND PORTION OF THE DRAWING LOW POINT OR TOP

LATERALS AND SUBLATERALS AND FOR BRANCHES CONNECTING DIRECTLY

EXCEPTIONS TO THE NOTE SHALL BE IDENTIFIED BY A PROPER CALL OUT

HAVE A NOTE REFERING TO THAT DRAWING PLUS ANY ADDITIONAL NOTES

NOMINAL SIZES FOR PIPE AND FITTING OTHER THAN STEEL (eg. VITRIFIED

DRAWING THE FOLLOWING INFORMATION SHALL BE DESIGNED ON THE

DRAWING TO REFER TO THE UNDER GROUND PIPING DRAWING INDEX NUMBER.

PLACED OUT SIDE OF THE MATCH LINES ALL MATCH LINES SHALL CARRY

14 DIMENSIONS

20 PIPING BILLS OF MATERIAL

GIVE SUFFICIENT PLAN DIMENSIONS TO LOCATE ALL CHANGES OF

IDENTIFY THE DETAILS USED PREDOMINANTLY BY THE USE OF A NOTE

SHOW A KEY PLAN ON EACH UNDERGROUND PIPING PLAN.

DIRECTION AND ELEVATION NOT COVERED BY A CO-ORDINATE.

PROPER CALLED OUT ON THE DRAWING.

UNDERGROUND PIPING SYSTEMS.

AREA SHALL BE SHOWN ON ONE OF THE DRAWINGS WITH IN THAT AREA

(eg. NOTES 1 TO 9 ) ALL OTHER PLANS WITH IN THAT AREA SHALL

PERTINENT TO THAT INDIVIDUAL DRAWING(eg. NOTES 10 TO 11).

CLAY AND CONCRETE) SHALL BE GIVEN IN MM.

17 NOTES

18 KEY PLAN

19 PIPE AND FITTING SIZES

16 PRESSURE TEST DATA

ON THE DRAWING.

15 DETAILS

SHOW INVERT LEVELS (IL) FOR SEWERS AND BOTTOM OF PIPE (B.O.P.)

TO CATCH BASINS AND/OR MANHOLES.

ELEVATIONS FOR PRESSURE LINES AT KEY POINTS.

EXCEPTIONS OR ROUTING THAT REQUIRES CLEARIFICATION SHALL BE

TERMINATING UNDER GROUND STUB-UPS EXCEPTIONS TO THE NOTE

SHALL BE CALLED OUT ON THE DRAWING SHOW ABOVE GROUND LINE

11 SEWER LINE SLOPES

13 STUB-UPS

RUNS (eg 0 017, 0.011 ETC.)

CALLED OUT ON THE DRAWING.

NUMBERS ON THE DRAWING.

12 FITTINGS

9 SYSTEM IDENTIFICATION

10 ELEVATIONS

THE PRINCIPLE HEADER.

8 LINE NUMBERS

ALL MATCH LINE CO-ORDINATES AND DRAWING NUMBERS SHALL BE

4 ELECTRICAL TRENCHES AND PIPE TRENCHES

6 MANHOLES CATCH BASINS

7 PAVING OR FINISHED SURFACE ELEVATIONS

DRAWING CONTINUATION NUMBERS WHEN THERE IS NOT AN ADJACENT

BE SHOWN TO SCALE CLEARANCE WITH ADJACENT PIPING SHALL BE

WITH STRUCTURAL GRADING AND PAVING DRAWINGS.

SEE DRG STDD-00-A1-5003 FOR PROPER CALLOUTS AND SYMBOLS.

OF CATCH BASIN ELEVATION MAY BE COVERED BY A NOTE WHERE TOP

OF CATCH BASIN ELEVATION IS DIFFERENT FROM THAT STATED IN THE

NOTE IT SHALL BE SHOWN ON THE DRAWING.

5 PAVING

3 FOUNDATION OUTLINE

BE SHOWN TO CORRECT SCALE.

CAREFULLY CHECKED.

THIS DRAWING IS INTENDED TO ILLUSTRATE THE INFORMATION THAT SHALL

BE SHOWN ON AN UNDERGROUND PIPING PLAN DRAWING ENGINEERING

JUGEMENT MUST BE USED TO INSURE THAT ALL THE INFORMATION THAT

SHALL BE REQUIRED BY CONSTRUCTION HAS BEEN PROVIDED ADDITIONAL

MAIN HEADERS, MANHOLES AND CATCH BASINS FOUNDATION CENTRE LINES

G.A.FOR UNDERGROUND PIPING

CO-ORDINATES SHALL BE GIVEN FOR MATCH LINES, CENTRE LINES OF

NOTES DATA, DETAILS TEC. SHALL BE ADDED AS NECESSARY TO MEET

ARE NOT CO-ORDINATED BUT ARE USED AS REFERENCE LINES FOR

DIMENSIONS THAT LOCATE UNDERGROUND PIPING.

PURPOSE :

1 CO-ORDINATES

THIS REQUIREMENT.

2 MATCH LINES

BILL OF MATERIAL.

DOC NO.

Rev.



PIPING STUDY

DWG. NO.

UNDERGROUND PIPING

: 29040-PI-UPS-1010

: R0

: 1 OF 1

: UGP17

PLOT SUBDIVIDED INTO DRAINAGE AREAS

UNPAVED AREA

PAVED AREA

PAVED AREA

HIGH POINTOF PAVING (HPP) (TYP.)

CATCH BASIN

SLOPE OFUNPAVED AREA(TYP.)

EL.+0.00HIGH POINT

NORTH BATTERY LIMIT

SOUTH BATTERY LIMIT

WE

ST

BA

TT

ER

Y L

IMIT

EA

ST

BA

TT

ER

Y L

IMIT

CRICKET LINES(TYP.)

DOC NO.

Rev.



PIPING STUDY

DWG. NO.

UNDERGROUND PIPING

: 29040-PI-UPS-1010

: R0

: 1 OF 1

: UGP18

OILY WATER AND STORM WATER SYSTEM

UNPAVED AREA

PAVED AREA

PAVED AREA

HIGH POINTOF PAVING AT LOW POINT

CATCH BASIN

SLOPE OFUNPAVED AREA(TYP.)

NORTH BATTERY LIMIT

SOUTH BATTERY LIMIT

WE

ST

BA

TT

ER

Y L

IMIT

EA

ST

BA

TT

ER

Y L

IMIT

CRICKET LINES(TYP.)

(TYP.)

TYPICAL DRAINHUBS

U/G COOLING WATER LINES

PULL BOX

ELECTRICALDUCT

LOW POINTOF PAVING

CLOSEDDRAINSYSTEM

CATCHBASIN

MH *4

MH *5MH *6MH *7

MH *3

MH *8MH *1

ELEC.DUCT

MH *2

SEE UGP 1

DOC NO.

Rev.



PIPING STUDY

DWG. NO.

UNDERGROUND PIPING

: 29040-PI-UPS-1010

: R0

: 1 OF 1

: UGP19

PROCESS DRAINS : CLOSED SYSTEM

DRAIN SYSTEM(TYP.)

GRADE

SUMP

PUMP PUMP

PUMP

SPEC. CHANGE(TYP.)

DOC NO.

Rev.



PIPING STUDY

DWG. NO.

UNDERGROUND PIPING

: 29040-PI-UPS-1010

: R0

: 1 OF 1

: UGP20

PLAN FOR A CLOSED DRAIN SYSTEM

UNPAVED AREA

PAVED AREA

PAVED AREA

NORTH BATTERY LIMIT

SOUTH BATTERY LIMIT

WE

ST

BA

TT

ER

Y L

IMIT

EA

ST

BA

TT

ER

Y L

IMIT

UNPAVED AREA

SUMP PUMPSEE UGP 22

CLOSED DRAINSYSTEM (TYP.)

WP C EL.97'-9"L

WP = WORKING POINT

DOC NO.

Rev.



PIPING STUDY

DWG. NO.

UNDERGROUND PIPING

: 29040-PI-UPS-1010

: R0

: 1 OF 1

: UGP21

CLOSED DRAIN SYSTEM : CROSS SECTION

4"/100

DRAIN HUB(REDUCER)

SLOPE MIN. 1:50

TO SUMP (SIZED BYCOLLECTION HEADER

PROCESS ENGINEERS)

GRADE EL. 100'-0"EL. 100.000

LOW POINT DRAIN

VESSELDRAIN LINE FROM

INSTRUMENTS

3/4"

DOC NO.

Rev.



PIPING STUDY

DWG. NO.

UNDERGROUND PIPING

: 29040-PI-UPS-1010

: R0

: 1 OF 1

: UGP22

CLOSED DRAIN SYSTEM : SUMP4"

/100

GRADE

TOP EL.

SUMP PUMP

SIZ

ED

BY

CIV

IL E

NG

INE

ER

S

BOTTOM EL.94'-9"

SUMP

WORKING POINTC EL. 97'-9"L

C EL. 96'-0"PLAIN END

L

DOC NO.

Rev.



PIPING STUDY

DWG. NO.

UNDERGROUND PIPING

: 29040-PI-UPS-1010

: R0

: 1 OF 1

: UGP23

UNDERGROUND CABLE DUCT

C HIGH POINT

ELECTRICAL

PAVINGEL. 100

L

PULL BOX

CONDUIT TOOTHER USERS

SIZED BYELECTRICALENGINEERS ELECTRICAL CONDUIT

ENCASED IN LEANCONCRETE

LAYOUT DESIGNERELEVATION BY PLANT

CONTENTSGENERALTYPES OF UNDERGROUND SYSTEMKEY WORDSPIPING ARRANGEMENT - UNDERGROUNDUGP1UGP2UGP3UGP4UGP5UGP6UGP7UGP8UGP9UGP10UGP11UGP12UGP13UGP14UGP15UGP16UGP17UGP18UGP19UGP20UGP21UGP22UGP23

uhde-ug piping.pdf

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